Sign In to Follow Application
View All Documents & Correspondence

Coupling Structure, Coupling Member Having Coupling Structure, And Method For Producing Coupling Member Having Coupling Structure

Abstract: This coupling member comprises a hollow rod section configured from a metal tube, and a fastening section formed so as to join to the end of the hollow rod section by plastic deformation of the metal tube. The fastening section comprises a pair of proximal end sections that join to a peripheral wall section forming a closed cross section in the end of the hollow rod section and that are separated from each other, a bottom wall having a flat surface joined with the pair of proximal end sections, and a pair of distal end sections having a pair of side walls that bend inward from the widthwise ends of the bottom wall in at least the proximal end sides.

Get Free WhatsApp Updates!
Notices, Deadlines & Correspondence

Patent Information

Application #
Filing Date
17 November 2014
Publication Number
31/2015
Publication Type
INA
Invention Field
MECHANICAL ENGINEERING
Status
Email
remfry-sagar@remfry.com
Parent Application
Patent Number
Legal Status
Grant Date
2021-02-17
Renewal Date

Applicants

NIPPON STEEL & SUMITOMO METAL CORPORATION
6- 1, Marunouchi 2- chome, Chiyoda- ku ,Tokyo 1008071

Inventors

1. SHIRAKAMI Satoshi
c/o NIPPON STEEL & SUMITOMO METAL CORPORATION, 6- 1, Marunouchi 2- chome, Chiyoda- ku, Tokyo 1008071
2. MIZUMURA Masaaki
c/o NIPPON STEEL & SUMITOMO METAL CORPORATION 6 1 Marunouchi 2 chome Chiyoda ku Tokyo 1008071
3. YOSHIDA Tohru
c/o NIPPON STEEL & SUMITOMO METAL CORPORATION 6 1 Marunouchi 2 chome Chiyoda ku Tokyo 1008071

Specification

[Document Type] Specification—
[Title of the Invention] COUPLING STRUCTURE, COUPLING MEMBER
HAVING COUPLING STRUCTURE, AND METHOD FOR MANUFACTURING
COUPLING MEMBER HAVING COUPLING STRUCTURE
[Technical Field of the Invention]
[0001]
The present invention relates to a coupling structure, a coupling member
having a coupling structure, and a method for manufacturing the same.
The coupling member is preferably used as, in particular, a lateral link, a
lower link, and an upper link that support a vehicle suspension, and furthermore, a
coupling member for construction.
Priority is claimed on Japanese Patent Application No. 2012-130861, filed on
June 8, 2012, the content of which is incorporated herein by reference.
[Related Art]
[0002]
It is well known that a variety of vehicle suspensions have been put into
practical use in accordance with applications. For example, a five-link suspension
includes both a lower link and an upper link on both the right and left sides thereof, a
lateral link, and a coil spring disposed on an axle or a lower link (please refer, for
example, to FIG. 3 on page 182 of Non Patent Document 1).
[0003]
The lower links and the upper links on the right and left sides are formed so as
to receive force in the front and back direction of the axle and receive a reactive force
of a torque generated in the axle during the driving and braking of a vehicle. In
addition, the lateral link has one end attached to the axle and the other end attached to a
- 1 -
vehicle body, and is fbrmed-soasto receive a lateral force.
[0004]
FIG. 21 is a schematic view showing an example of a lateral link of the
related art.
As shown in FIG. 21, for example, a lateral link 100 includes a rod section
110 formed of a steel pipe, a fastening section 120, and a bush press-fit section 130.
The fastening section 120 couples a subject to be attached to a predetermined coupling
portion by allowing a coupling member such as a bolt to be inserted into a fastening
hole 121 and an attachment hole in the subject to be attached. The bush press-fit
section 130 is coupled to a predetermined fastening portion by allowing a fastening
member such as a bolt to be inserted into a hole in a bush press-fitted into a press-fit
hole 131 and the attachment hole in the subject to be attached. The rod section 110
supports a compressive force and a tensile force exerted between the fastening section
120 and the bush press-fit section 130.
[0005]
In the above-described lateral link 100 of the related art, it is usual that the rod
section 110 and the fastening section 120, and the rod section 110 and the bush pressfit
section 130 are connected with each other through welding. However, in the case
of the connection through welding, not only does the productivity decrease, but a
decrease in the strength is also concerned, and therefore it is necessary to ensure a
sufficient thickness at a welding portion to reliably obtain the strength. As a result,
there has been a problem of an increase in the weight of a component.
[Prior Art Document]
[Patent Document]
[0006]
- 2 -
[Patent Document 1] Japanese Unexamined Patent Application,--First-—
Publication No. 2007-076547
[Non Patent Document]
[0007]
[Non Patent Document 1] Chassis structure 1-3 editions (Automobile
textbook) (2004/ 4/ 5) by Japan Automobile Maintenance Colleges Association,
published by Sankaido Publishing Co., Ltd.
[Disclosure of the Invention]
[Problems to be Solved by the Invention]
[0008]
As a manufacturing method for avoiding connection through welding and
realizing a sufficient strength and weight reduction, there is a method in which a
coupling member is shaped through hydroforming. However, there is a practical
problem from the viewpoint of cost reduction and the improvement of productivity,
[0009]
In addition, Patent Document 1 discloses an aluminum suspension link
constituted of a hollow rod section and a binding section connected with an end portion
thereof. In the above-described structure, it becomes possible to reduce the weight
with a certain level of strength ensured, but there has been a case in which it becomes
difficult for buckling strength against compression in an axial direction to be
sufficiently exhibited. In addition, there is no description of the specific method for
processing the binding section, and it has been difficult to stably shape the binding
section into a complex shape. Furthermore, the material of a component is also
limited only, to light metals such as aluminum, and therefore it has been difficult to
ensure a strength exceeding a certain level.
- 3 -
-[0010]
The present invention has been made in consideration of the above-described
circumstances, and an object of the present invention is to provide a coupling structure
which has an excellent buckling strength against a compressive stress in a rod axial
direction, and is capable of reducing the weight and cost and improving the
productivity, a coupling member having the coupling structure, and a method for
manufacturing the same.
[Means for Solving the Problem]
[0011]
The present invention is made for solving the above-mentioned problems and
the details are as follows.
(1) According to a first aspect of the present invention, there is provided a
coupling structure including a hollow rod section formed of a metal pipe; and fastening
sections formed by plastic deformation of the metal pipe so as to be connected with
end sections of the hollow rod section, in which the fastening section includes a pair of
base end sections which are each connected with a peripheral wall section forming a
closed cross-section at the end section of the hollow rod section, and are separated
from each other, and a bottom wall including a flat surface connected with the pair of
the base end sections, and a pair of front end sections including a pair of side walls
curving inwards from at least widthwise end sections of the bottom wall on a base end
section side.
(2) In the coupling structure according to the above-described (1), the
fastening section may be formed by plastically deforming a pair of wall sections
formed by providing two slits extending in an axial direction of the metal pipe at the
end section of the metal pipe.
- 4 -
(3) In the coupling structure according to the above-described (1) or (2), in the
pair of the base end sections, mutual separation distance on a front end section side
may be greater than the mutual separation distance on a hollow rod section side.
(4) In the coupling structure according to any one of the above-described (1)
to (3), a maximum width of the front end section may be greater than 1/2 of a length of
an outer periphery in the end section of the hollow rod section.
(5) In the coupling structure according to any one of the above-described (1)
to (4), the pair of the base end sections may include a first reinforcing bead protruding
outwards.
(6) In the coupling structure according to any one of the above-described (1)
to (4), the pair of the front end sections may include a second reinforcing bead
protruding inwards.
(7) In the coupling structure according to any one of the above-described (I)
to (4), the pair of the base end sections may include a first reinforcing bead protruding
outwards, and the pair of the front end sections may include a second reinforcing bead
protruding inwards.
(8) In the coupling structure according to any one of the above-described (1)
to (7), a thick section of an uneven thickness metal pipe may be applied to the
fastening section.
(9) In the coupling structure according to any one of the above-described (1)
to (8), the metal pipe may be a metal pipe having a tensile strength of 590 MPa or
more.
(10) In the coupling structure according to any one of the above-described (1)
to (9), the metal pipe may be a steel pipe.
(11) According to a second aspect of the present invention, there is provided a
- 5 -
coupling member including the coupling structure according to any one of the abovedescribed
(1) to (10).
(12) According to a third aspect of the present invention, there is provided a
method for manufacturing a coupling member including a hollow rod section and a
fastening section integrally formed with the hollow rod section, including a slitforming
process of forming a pair of wall sections by forming two slits extending in an
axial direction of a steel pipe at an end section of the metal pipe; a first plastic
deformation process of plastically deforming the pair of the wall sections using a press
tool that relatively moves in the axial direction of the metal pipe so that the slits are
separated from each other from a base end side to a front end side; and a second plastic
deformation process of plastically deforming the pair of the wall sections using the
press tool so that the pair of the wall sections plastically deformed through the first
plastic deformation process are each connected with a peripheral wall section forming
a closed cross-section at an end section of the hollow rod section, and includes a pair
of base end sections separated from each other, bottom walls including a flat surface
connected with the pair of the base end sections, and a pair of front end sections
including a pair of side walls curving inwards from at least widthwise end sections of
the bottom wall on a base end section side,
(13) In the method for manufacturing a coupling member according to the
above-described (12), in the first plastic deformation process, a peripheral length of the
peripheral wall section may be extended by inserting a punch into the peripheral wall
section of the metal pipe forming a closed cross-section so as to expand the pipe so that
the maximum width of the front end section becomes greater than 1/2 of a length of an
outer periphery of the metal pipe on the base end section side in the hollow rod section.
(14) In the method for manufacturing a coupling member according to the
- 6 -
above-described (12) or (13), in the second plastic deformation process, a first
reinforcing bead protruding outwards may be formed in the pair of the base end
sections using the press tool.
(15) In the method for manufacturing a coupling member according to the
above-described (12) or (13), in the second plastic deformation process, a second
reinforcing bead protruding inwards may be formed in the pair of the front end sections
using the press tool.
(16) In the method for manufacturing a coupling member according to the
above-described (12) or (13), in the second plastic deformation process, a first
reinforcing bead protruding outwards may be formed in the pair of the base end
sections using the press tool, and a second reinforcing bead protruding inwards may be
formed in the pair of the front end sections using the press tool.
(17) In the method for manufacturing a coupling member according to any
one of the above-described (12) to (16), a thick section of an uneven thickness metal
pipe may be applied to the fastening section.
(18) In the method for manufacturing a coupling member according to any
one of the above-described (12) to (17), a metal pipe having a tensile strength of 590
MPa or more may be used as the metal pipe.
(19) In the method for manufacturing a coupling member according to any
one of the above-described (12) to (18), a steel pipe may be used as the metal pipe.
[Effects of the Invention]
[0012]
According to the coupling structure of the above-described (1), the fastening
sections are formed by the plastic deformation of the metal pipe so as to be connected
with the end sections of the hollow rod section, and thus it is not necessary to ensure a
- 7 -
thick section for weld surfacing-eompared with a case in which the hollow rod section—
and the fastening section are connected with each other through welding.
In addition, the front end section includes the bottom wall including the flat
surface connected with the pair of the base end sections, and the pair of the side walls
curving inwards from at least the widthwise end sections of the bottom wall on the
base end section side, and thus the cross-section orthogonal to the axial direction of the
hollow rod section includes a portion having a channel shape. Therefore, compared
with a case in which the front end section only includes the fiat surface, it is possible to
exhibit excellent buckling strength against the compressive stress in the axial direction.
Therefore, when the above-described coupling structure is applied to a
structural member, it is possible to reduce the weight and cost of the structural member
and improve the productivity of the structural member.
According to the coupling structure of the above-described (2), the fastening
section is formed by plastically deforming a pair of the wall sections formed by
providing two slits extending in the axial direction of the metal pipe at the end section
of the metal pipe. Therefore, it is possible to easily process a fastening section having
a complex shape.
According to the coupling structure of the above-described (3), in the pair of
the base end sections, the separation distance on the front end section side is set to be
greater than the separation distance on the hollow rod section side, and thus the degree
of freedom in design improves. In addition, it is possible to more preferably obtain
an effect of the channel shape that improves the buckling strength against the
compressive stress in the axial direction.
According to the coupling structure of the above-described (4), the maximum
width of the front end section is set to be greater than 1/2 of the length of the outer
- 8 -
periphery in the end section of the hollow rod section, and thus the degree of freedom
of design improves. For example, it is possible to easily press-fit or hold a bush in
the front end section.
According to the coupling structure of the above-described (5), the pair of the
base end sections includes the first reinforcing bead protruding outwards, and thus it is
possible to improve the strengtli of the base end section, particularly, the buckling
strength against the compressive stress in the axial direction, and to reduce the weight.
According to the coupling structure of the above-described (6), the pair of the
front end sections includes the second reinforcing bead protruding inwards, and thus it
is possible to improve the strength of the front end section, particularly, the buckling
strength against the compressive stress in the axial direction, and to reduce the weight.
According to the coupling structure of the above-described (7), the protrusion
direction of the first reinforcing bead and the protrusion direction of the second
reinforcing bead are different from each other, and thus it is possible to significantly
improve the strength of the front end section, particularly, the buckling strength against
the compressive stress in the axial direction, and to further reduce the weight compared
with a case in which only the first reinforcing bead or the second reinforcing bead is
formed.
According to the coupling structure of the above-described (8), a thick section
of an uneven thickness metal pipe is applied to the fastening section formed by plastic
deformation, and thus it is possible to reduce the weight by, in the coupling structure,
making only a portion requiring strength thicker than other portions.
According to the coupling structure of the above-described (9), a metal pipe
having a tensile strengtli of 590 MPa or more is used as the metal pipe, and thus it is
possible to further reduce the weight of the above-described coupling structure.
- 9 -
According to the coupling structure of the above-described (K)).ra steel pipe is
used as the metal pipe, and thus it is possible to further reduce the weight of the
coupling structure.
According to the coupling member of the above-described (11), a reduction of
the weight and cost of a member can be realized, and it is possible to improve the
productivity.
According to the method for manufacturing a coupling member of the abovedescribed
(12) to (19), it is possible to reduce the weight and cost of a coupling
member capable of exhibiting excellent buckling strength against, particularly, a
compressive stress in the axial direction, and improve the productivity of the coupling
member. In addition, it is possible to improve the degree of freedom in designing the
coupling member.
[Brief Description of the Drawing]
[0013]
FIG. 1 is a perspective view showing an example of a lateral link 1 (coupling
member) according to a first embodiment of the present invention.
FIG. 2 is a front view showing an overview of the lateral link 1 according to
the first embodiment.
FIG. 3 A is a view showing a cross-section of a first fastening section 20 in the
lateral link 1 according to the first embodiment, and is a cross-sectional view along an
arrow A-A in FIG. 2.
FIG. 3B is a cross-sectional view along an arrow B-B in FIG. 2.
FIG. 3C is a cross-sectional view along an arrow C-C in FIG. 2.
FIG. 3D is a cross-sectional view along an arrow D-D in FIG. 2.
FIG. 4A is a view showing a cross-section of a second fastening section 30 in
- 10 -
the lateral link 1 according to the first embodiment, and is a cross-sectional view along
E-E in FIG. 2.
FIG. 4B is a cross-sectional view along an arrow F-F in FIG. 2.
FIG. 4C is a cross-sectional view along an arrow G-G in FIG. 2.
FIG. 4D is a cross-sectional view along an arrow H-H in FIG. 2.
FIG. 5 is a block diagram showing a step for forming the first fastening
section 20 in the lateral link 1 according to the first embodiment.
FIG. 6A is a perspective view explaining a step for manufacturing the lateral
link 1 according to the first embodiment, and is a perspective view showing a state in
which slits are formed in a steel pipe when the first fastening section 20 is formed.
FIG. 6B is a perspective view showing a state in which the slit-formed steel
pipe is set in a press tool when the first fastening section 20 is formed.
FIG. 6C is a perspective view showing a state in which a punch advances
through the slit-formed steel pipe that has been inserted into a die when the first
fastening section 20 is formed.
FIG. 6D is a perspective view showing a state in which the punch advances up
to an advancement end, and the first fastening section 20 is formed by plastic
deformation.
FIG. 7 is a block diagram showing a step for forming the second fastening
section 30 in the lateral link 1 according to the first embodiment.
FIG. 8 A is a view explaining the step for manufacturing the lateral link 1
according to the first embodiment, and is a perspective view showing a state in which a
peripheral wall section of the steel pipe is expanded by preliminary forming when the
second fastening section 30 is formed.
FIG. 8B is a perspective view showing a state in which slits are formed in the
- 11 -
preliminarily-formed steel pipe when the second fastening section 30 is formed.
FIG. 8C is a perspective view showing a state in which the preliminarilyformed
slit-formed steel pipe is set in the press tool when the second fastening section
30 is formed.
FIG. 8D is a perspective view showing a state in which the punch advances
through the slit-formed steel pipe that has been inserted into the die when the second
fastening section 30 is formed.
FIG. 8E is a perspective view showing a state in which the punch advances up
to an advancement end, and the second fastening section 30 is formed by plastic
deformation.
FIG. 9 is a partial cross-sectional view seen from the front explaining an
overview of a lateral link 1A according to a second embodiment of the present
invention.
FIG. 10 is a cross-sectional view explaining a schematic constitution of a
multilevel uneven thickness steel pipe used for manufacturing the lateral link 1A
according to the second embodiment.
FIG, 11 is a perspective view showing a state in which slits are formed in the
steel pipe when a front end section is formed in the step for manufacturing the lateral
link 1A according to the second embodiment.
FIG. 12 is a cross-sectional view showing a state in which a fastening section
is formed in the lateral link 1A according to the second embodiment by forming a pair
of facing wall sections in the front end section.
FIG. 13 is a cross-sectional view explaining a schematic constitution of a first
modification example of the multilevel uneven thickness steel pipe used for
manufacturing the lateral link 1A according to the second embodiment.
- 12 -
FIG. 14 is a cross-sectional view explaining a schematic constitution of a
second modification example of the multilevel uneven thickness steel pipe used for
manufacturing the lateral link 1A according to the second embodiment.
FIG. 15 is a partial cross-sectional view seen from the front explaining an
overview of a lateral link IB according to a third embodiment of the present invention.
FIG. 16 is a cross-sectional view explaining a schematic constitution of a
taper-attached uneven thickness steel pipe used for manufacturing the lateral link IB
according to the third embodiment.
FIG, 17 is a perspective view showing a state in which slits are formed in the
steel pipe when the first fastening section is formed in the step for manufacturing the
lateral link IB according to the third embodiment.
FIG. 18 is a cross-sectional view showing a state in which the first fastening
section is formed in the lateral link IB according to the third embodiment by forming a
pair of facing wall sections in the front end section.
FIG. 19 is a cross-sectional view explaining a schematic constitution of a first
modification example of the taper-attached uneven thickness steel pipe used for
manufacturing the lateral link IB according to the third embodiment.
FIG. 20 is a cross-sectional view explaining a schematic constitution of a
second modification example of the taper-attached uneven thickness steel pipe used for
manufacturing the lateral link IB according to the third embodiment.
FIG. 21 is a view explaining a schematic constitution of a lateral link of the
related art.
FIG. 22 is a perspective view showing a coupling member according to the
first modification example of the present invention.
FIG. 23 is a perspective view showing a coupling member according to the
- 13 -
second modification example of the present invention.
[Embodiments of the Invention]
[0014]
As a result of intensive studies regarding a coupling member including a
fastening section formed in at least one end of a hollow rod section, and having force,
mainly a compressive force and a tensile force, exerted on the hollow rod section for
the purpose of reducing the weight and the cost and improving productivity, the present
inventors found a new constitution regarding the above-described coupling member,
and a manufacturing method for forming the constitution.
[0015]
Hereinafter, a first embodiment of the present invention made on the basis of
the above-described findings will be described with reference to FIGS. 1 to 8E.
FIG. 1 is a perspective view showing a schematic constitution of a lateral link
1 (coupling member) according to the first embodiment of the present invention. In
the following description, as illustrated in FIG. 1, the circumferential direction of a
hollow rod section is defined as the peripheral direction, the axial direction of the
hollow rod section (strictly, the direction in which the hollow rod section extends from
an end section of the hollow rod section) is defined as the axial direction, and the
direction orthogonal to the separation direction of a pair of base end sections and the
axial direction is defined as the width direction.
FIG. 2 is a front view showing an overview of the same lateral link 1.
FIGS. 3A to 3D and FIGS. 4A to 4D are cross-sectional views of
predetermined portions of a first fastening section 20 and a second fastening section 30
in the lateral link 1. In more detail, FIGS. 3 A to 3D are respectively a cross-sectional
view of the first fastening section 20 along the arrow A-A shown in FIG. 2, a cross-
- 14 -
sectional view along thearrowB-B, a cross-sectional view along the arrow C-G—and a
cross-sectional view along the arrow D-D. FIGS. 4A to 4D are respectively a crosssectional
view of the second fastening section 30 along the arrow E-E shown in FIG. 2,
a cross-sectional view along the arrow F-F, a cross-sectional view along the arrow G-G,
and a cross-sectional view along the arrow H-H.
[0016]
As shown in FIGS. 1 and 2, the lateral link 1 includes a hollow rod section 10,
the first fastening section 20 connected with one end (the top side in FIG. 1) of the
hollow rod section 10, and the second fastening section 30 connected with the other
end (the bottom side in FIG. 1) of the hollow rod section 10.
For example, the first fastening section 20 is formed so as to be capable of
being coupled with a vehicle body (not shown) using a fastening member such as a
bolt, and the second fastening section 30 is formed so as to be capable of being
coupled with an axle through a bush (not shown).
[0017]
The hollow rod section 10 is formed of a hollow steel pipe (metal pipe)
having a cross-section, which is orthogonal to the axial direction of the hollow rod
section, forming a closed cross-section. In addition, the first fastening section 20 and
the second fastening section 30, which are integrally formed by pressing both ends of
the steel pipe, are connected with both ends of the hollow rod section 10. In this
embodiment, the hollow rod section 10 includes a peripheral wall section having a
round cross-section orthogonal to the axial direction, and the peripheral wall section is
connected with the first fasting section 20 or the second fastening section 30.
The material of the material metal pipe is preferably metal or steel having a
tensile strength of 590 MPa or more or 780 MPa or more from the viewpoint of the
- 15 -
weight reduction.
[0018]
In the present embodiment, an expanded pipe section 11 and a straight section
12, which will be described below, are formed in the end section of the hollow rod
section 10 with which the second fastening section 30 is connected.
The hollow rod section 10 may be a hollow rod member 510 having, for
example, in accordance with the form of a coupling member, a Y-like shape which is
applied to a coupling member 501 according to a first modification example shown in
FIG. 22. The coupling member 501 is provided with two first fastening sections 520
and 520, and one second fastening section 530. In addition, the shape of the hollow
rod member 10 may be an X-like shape or a T-like shape. Furthermore, the hollow
rod section 10 may be a hollow rod member 610 having a shape in which an axial
direction center section is punctured like a coupling member 601 according to a second
modification example shown in FIG. 23. The coupling member 601 is provided with
one first fastening section 620, and one second fastening section 630.
[0019]
The first fastening section 20 is constituted of a pair of base end sections 21
and 21 which are separated from each other from an initiation point of a connection
place with the hollow rod section 10 and a pair of front end sections 22 and 22 which
are connected with the pair of the base end sections 21 and 21.
[0020]
The pair of the base end sections 21 and 21 is constituted to be connected with
the peripheral wall section at an end section of the hollow rod section 10 and are
separated by a distance which gradually increases toward the front end sections 22 and
22 from an initiation point of the end section of the rod section 10. In addition, the
- 16 -
base end section 21 has a cross-section, which is orthogonal to the axial direction,
constituting a channel shape with a bottom wall 21A and side walls 21B and 21B
which curve inwards from both peripheral direction ends of the bottom wall 21A and
are connected with each other as shown in FIGS. 2 to 3D.
Here, the pair of the base end sections 21 and 21 are constituted to have the
separation distance gradually increasing toward the front end section 22, but may have
a region in which the separation distance is constant.
[0021]
As illustrated in FIG. 2, the base end section 21 is formed in a front view of a
V-like shape in which the separation distance gradually increases from the hollow rod
section 10 toward the front end section 22.
[0022]
In addition, one reinforcing bead 27 extending from inside to outside in a
swelling axis direction may be formed in the widthwise center of the bottom wall 21A
in the base end section 21.
[0023]
The front end section 22 includes a bottom wall 22A including a flat end
surface connected from the base end section 21, and a pair of side walls 22B and 22B
curving inwards from widthwise end sections of the bottom wall 22A on the base end
section 21 side. Then, the front end section 22 has a cross-section, which is
orthogonal to the axial direction, constituting a channel shape. In addition, the base
end section 21 and the front end section 22 are connected with each other so that the
channel cross-sectional shape continues in the axial direction.
According to the above-described constitution, it is possible to exhibit an
excellent buckling strength against a compressive stress in the axial direction
- 17 -
compared with a structure in which the chamiel cross-sectional shape is formed only in
the base end section 21.
In FIG. 1, the front end section 22 has the channel cross-sectional shape
formed only in a partial part in the axial direction, that is, only in a partial part on the
base end section 21 side, but the channel cross-sectional shape may be formed
throughout the entire part in the axial direction.
[0024]
The pair of the front end sections 22 and 22 includes mutually facing flat
surfaces. In the present embodiment, the cross-section of the front end section 22
seen from the base end section 21 side (the hollow rod section 10 side) toward the front
end section 22 side includes a flat surface throughout the entire width thereof as shown
in FIG. 3A.
In addition, in the width wise center of the front end section 22, an attachment
hole 24 for allowing the insertion of a fastening member such as a bolt when the first
fastening section 20 is coupled with a vehicle body is formed.
[0025]
As shown in FIGS. 2 and 3B, in the front end section 22 near the connection
with the base end section 21, the cross-section orthogonal to the axial direction forms a
substantially channel shape. The front end section 22 is plastically deformed so that
the width (peripheral direction length) of the side wall 22B in the front end section 22
decreases and the width (peripheral direction length) of the flat surface of the bottom
wall 22A in the front end section 22 increases from the base end section 21 toward the
front end section 22.
[0026]
In addition, two reinforcing beads 26 and 26 extending from outside to inside
- 18 -
in the swelling axis direction are formed at the -widthwise center position in the bottom
wall 22A of the front end section 22.
In the constitution described in the present embodiment, the reinforcing bead
27 protruding outwards is formed in the base end section 21, and the reinforcing bead
26 protruding inwards is formed in the front end section 22 as shown in FIG, 1.
Therefore, no undercut becomes necessary in a processing method described below for
the shape being formed, and it is also possible to significantly improve the buckling
strength against the compressive load in the axial direction.
[0027]
FIG. 3D shows a cross-section of the first fastening section 20 seen from the
hollow rod section 10.
[0028]
In addition, the length (peripheral length) of the first fastening section 20 in a
cross-section orthogonal to the hollow rod section 10 is set to be the same length as the
peripheral length of the peripheral wall section of the steel pipe (excluding the width of
the slit formed in the manufacturing process). Meanwhile, in the present embodiment,
the peripheral lengths of the pair of the wall sections constituting the first fastening
section 20 are set to each be the same length.
[0029]
The second fastening section 30 includes a pair of base end sections 31 and 31
which are separated from each other from an initiation point of a comiection place with
the straight section 12 formed at the end section of the hollow rod section 10 and a pair
of front end sections 32 and 32 which are connected with the pair of the base end
sections 31 and 31. The expanded pipe section 11 and the straight section 12 are
formed at the end section of the hollow rod section 10 with which the second fastening
- 19 -
section 30 is connected as shown in FIG. 1.
[0030]
The expanded pipe section 11 is formed by plastically deforming the steel
pipe (metal pipe) that is a material, and has a taper shape in which the diameter
expands in a conic shape from the hollow rod section 10 toward the front end section
32. That is, the expanded pipe section 11 is formed so that the inner diameter on the
second fastening section 30 side becomes greater than the inner diameter of the hollow
rod section 10. The peripheral wall section of the expanded pipe section 11 is formed
to be thinner than the metal pipe which is the material. The straight section 12 is
connected with the front end side of the expanded pipe section 11.
[0031]
The straight section 12 is formed to have the same diameter as an opening
section of the expanded pipe section 11 on the front end side and have the same
thickness as the expanded pipe section. The base end section 31 in the second
fastening section 30 is connected with the front end section of the straight section 12,
[0032]
The pair of the base end sections 31 and 31 is constituted to be connected with
the peripheral wall section of the hollow rod section 10 at the end section of the
straight section 12, and is separated from each other from an initiation point of the end
section of the straight section 12 in the hollow rod section 10. In addition, the base
end section 31 constitutes a channel cross-sectional shape with a bottom wall 31A and
side walls 3 IB and 3 IB connected with both peripheral direction ends of the bottom
wall 31 A.
In the present embodiment, the base end section 31 is formed to gradually
widen from the hollow rod section 10 side toward the front end section 32 side.
- 20 -
[0033]
The front end section 32 in the second fastening section 30 includes a bottom
wall 32A including mutually facing flat surfaces and side walls 32B and 32B which
curve from both peripheral direction ends of the bottom wall 32Aand are connected
with each other on the base end section 31 side. Therefore, the front end section 32
has a cross-section, which is orthogonal to the axial direction, having a channel shape
constituted with the bottom wall 32A and the side walls 32B and 32B which are
connected with both ends of the bottom wall on the bottom end section 31 side.
Furthermore, the channel cross-sectional shape in the front end section 32 does not
need to be formed up to the farthest section (the bottom end in FIG. 1). That is, as
shown in FIGS. 2 and 4A, there may be a portion in which the side wall 32B is not
formed, and the flat surface is formed throughout the entire width.
Regarding the peripheral direction length of a front end section 43, the
maximum width is preferably set to be greater than 1/2 of the length of an outer
periphery in the end section (excluding the expanded wall section 11 and the straight
section 12) of the hollow rod section 10. Then, the degree of freedom in designing a
coupling member improves, and it is possible to easily press-fit or hold, for example, a
bush at the front end section.
[0034]
An attachment hole 34 is formed in the widthwise center of the front end
section 32. When a bush is inserted into the attachment hole 34 so that a coupling
member such as a bolt passes through the bush, the second fastening section 30 and the
axle are coupled with each other through the bush.
[0035]
As shown in FIGS. 2 and 4B, the front end section 32 includes a portion in
- 21 -
which a cross-sect ion-orthogonal to the axial direction has a substantially channel
shape. The front end section 32 is plastically deformed so that the width (the
peripheral direction length) of the side wall 32B in the front end section 32 decreases
and the width (the peripheral direction length) of the flat surface of the bottom wall
32A in the front end section 32 increases from the base end section 31 toward the front
end section 32.
[0036]
In addition, the lengths of the base end section 31 and the front end section 32
in a cross-section orthogonal to the hollow rod section 10 are set to be the same length
as the peripheral length of the peripheral wall section of the straight section 12
(excluding the width of the slit formed in the manufacturing process) which is an
expanded steel pipe. Meanwhile, in the present embodiment, the pair of the wall
sections constituting the second fastening section 30 are set to each have the same
length (peripheral length).
[0037]
FIG. 4D shows a cross-section of the second fastening section 30 seen from
the hollow rod section 10.
[0038]
Next, a method for forming the first fastening section 20 will be described
with reference to FIGS. 5 and 6A to 6D.
FIG. 5 is a block diagram showing an example of a method for forming the
first fastening section 20 by plastically deforming the first fastening section 20 by
pressing a steel pipe 10M in the step for manufacturing the lateral link 1.
[0039]
FIGS. 6Ato 6D are views explaining a slit-forming step (Step SI) and a
- 22 -
pressing step (Step S2) in FIG. 5. FIG. 6A is a view showing thesteel-pipe 1OM in a
state in which slits are formed. FIGS. 6B, 6C, and 6D are views showing the states of
the lateral link 1 and a press tool during the pressing. Meanwhile, the press tool holds
the steel pipe 10M of a disposed material, includes a die Dl including a forming
section corresponding to the external form of the first fastening section 20 and a punch
PI, and has a constitution allowing the punch PI to advance through the steel pipe 10
M set in the die Dl in the axial direction of the steel pipe.
[0040]
In addition, the die Dl and the punch PI have shaped corresponding to the
reinforcing beads 26 and 27 formed therein, thereby enabling the reinforcing bead 26
protruding inwards and the reinforcing bead 27 protruding outwards to be formed in
the first fastening section 20. Therefore, no undercut is generated during pressing.
In addition, in a case in which the first fastening sections 20 and 20 are formed on both
end sections of the hollow rod section 10, the die can be divided in, for example, the
axial direction of the steel pipe 10M so that a product can be ejected from the die after
the first fastening section is formed.
[0041]
The first fastening section 20 is formed in, for example, the order shown in
FIG. 5.
(1) First, two slits 20S and 20S extending in the axial direction of the steel
pipe are formed at the end sections of the steel pipe 10M constituting the hollow rod
section 10, thereby providing a pair of wall sections 20A and 20A having the same
peripheral direction length (Step SI).
In the present embodiment, a pair of facing wall sections 20A and 20A having
the same shape is formed by, for example, forming two slits 20S and 20S at peripheral
- 23 -
direction positions which are symmetrical to each other with respect to the central axis
of the steel pipe 10M as shown in FIG. 6A,
(2) Next, the steel pipe 1OM is pressed, thereby plastically deforming the pair
of the facing wall sections 20Ainto the first fastening section 20 (Step S2).
The steel pipe is pressed in, for example, the order as shown in FIGS. 6B to
6D.
(2-1) First, as shown in FIG. 6B, the steel pipe 10M is set in a press tool, and
the punch PI is advanced in the axial line direction of the steel pipe 10M, thereby
inserting the punch between the wall sections 20A.
(2-2) Next, the punch 1 is advanced, thereby forming the slits 20S into Vshaped
slits 20T, and plastically deforming the wall sections 20A into wall sections
20B having front ends separated from each other as shown in FIG. 6C.
(2-3) Next, as shown in FIG. 6D, the punch PI is advanced up to an
advancement end, thereby forming the slits 20T into slits 20U, and forming the wall
sections 20B into wall sections 20C, which correspond to the first fastening section 20,
having front ends separated from each other with a wider gap than the steel pipe 10M
therebetween.
(3) Next, the wall sections 20C are trimmed using a trimming press or the like,
thereby removing excessive parts (Step S3).
(4) Next, the attachment hole 24 is pierced in the wall section obtaining the
external form of the first fastening section 20 through trimming using a drill or the like
(Step S4).
[0042]
FIG. 7 is a block diagram showing an example of a method for forming the
second fastening section 30 through plastic deformation by pressing the steel pipe 10M
- 24 -
ill the step for manufacturing the lateral link 1.
FIGS. 8A to 8E are views showing a preliminary forming step (Step SI 1), a
slit-forming step (Step S12), and a pressing step (Step SI3) in FIG. 7. FIG. 8A is a
view showing the preliminarily-formed steel pipe 10M, FIG. 8B is a view showing the
steel pipe 10M in a state in which slits are formed, and FIGS. 8C, 8D, and 8E are
views showing the states of the lateral link 1 and a press tool during the pressing.
Meanwhile, the press tool holds the steel pipe 10M of a disposed material, includes a
die D2 including a forming section corresponding to the external form of the second
fastening section 30 and a punch P2, and has a constitution allowing the punch P2 to
advance toward the straight section 12 in the steel pipe 10 M set in the die D2 in the
axial direction of the steel pipe 10M.
[0043]
The second fastening section 30 is formed in, for example, the order shown in
FIG. 7.
(1) First, the expanded pipe section 11 and the straight section 12 are formed
by inserting, for example, a punch (not shown) into the steel pipe 10M constituting the
hollow rod section 10 (Step SI 1).
The steel pipe 10M in which the expanded pipe section 11 and the straight
section 12 have been formed includes a taper in which the diameter of the expanded
pipe section 11 expands in a conic shape from the base end side toward the front end
side as shown in FIG. 8A. The steel pipe is opened so that the diameter of the
expanded pipe section 11 on the front end side becomes greater than the diameter of
the steel pipe 10M. The straight section 12 and a section to be formed 35 having the
same cross-section as the straight section 12 are connected with the expanded pipe
section 11 on the front end side. The section to be formed 35 refers to a section to be
- 25 -
formed into the base end section 31 and thefront end section 32 through pressing.
The expanded pipe section 11, the straight section 12, and the section to be formed 35
are formed to be thinner than the steel pipe 10M.
(2) Next, two slits 35S and 35S extending in the axial direction are formed in
the steel pipe 10M, thereby providing a pair of wall sections 35A and 35 A having the
same peripheral direction length and thus forming wall sections corresponding to the
second fastening section 30 (Step S12).
In the present embodiment, a pair of facing wall sections 35A and 35 A having
the same shape is formed by, for example, forming two slits 35S and 35S at peripheral
direction positions which are symmetrical to each other with respect to the central axis
of the section to be formed 35 as shown in FIG. 8B.
(3) Next, the steel pipe 10M (the section to be formed 35) is pressed, thereby
plastically deforming the pair of the facing wall sections 35A and 35A into the second
fastening section 30 (Step SI3).
The steel pipe is pressed in, for example, the order as shown in FIGS. 8C to
8E.
(3-1) First, as shown in FIG. 8C, the steel pipe 10M is set in a press tool, and
the punch P2 is advanced in the axial line direction of the steel pipe 10M, thereby
inserting the punch between the wall sections 35A and 35A.
(3-2) Next, the punch P2 is advanced, thereby forming the slits 35S into
substantially V-shaped slits 35T, and plastically deforming the wall sections 35A into
wall sections 35B in which side walls are formed at both widthwise ends, the widths of
the side walls decrease as the side walls go toward the front end, and thus the side
wails change the shape into a flat surface, thereby forming a middle shape of the
second fastening section 30.
- 26 -
(3-3) Next, as shown in-FfCh-8E, the punch P2 is advanced up to an
advancement end, thereby forming the slits 35T into slits 35U, and forming the wall
sections 35B into wall sections 35C, thereby forming wall sections, which correspond
to the second fastening section 30, having front ends separated from each other with
the substantially same gap as the exterior form of the steel pipe 10M therebetween.
(4) Next, the wall sections 35C are trimmed using a trimming press or the like,
thereby removing excessive parts (Step S14).
(5) Next, the attachment hole 34 is burred in the wall section obtaining the
external form of the second fastening section 30 through trimming using a burring
press or the like (Step SI5). The attachment hole 34 formed through burring includes
a standing wall section formed at the edge section of the hole, and thus it is possible to
press-fit and hold a bush or the like.
[0044]
According to the lateral link 1 of the first embodiment, the first fastening
section 20 and the second fastening section 30 are formed by plastically deforming the
pair of the wall sections 20A and 20A or 35 A and 35 A which are formed by providing
two slits in the steel pipe 10M constituting the hollow rod section 10. Therefore, it is
possible to easily produce the lateral link 1 including the fastening sections with a
complex shape, and it becomes possible to process a material having poor
processability into the fastening section having a complex shape, and thus a highstrength
metal pipe that could not be used in a manufacturing method of the related art
from the viewpoint of processability, for example, a steel pipe of 590 MPa or more or
780 MPa or more, can be used. Furthermore, it is not necessary to ensure a thick
section for weld surfacing. Therefore, it is possible to reduce the weight of the lateral
link 1 and improve productivity. As a result, it is possible to reduce the cost of the
- 27 -
lateral link 1.
[0045]
In addition, according to the lateral link 1 of the first embodiment, the base
end sections 21 in the first fastening section 20 are constituted to have the mutual
separation distance increasing toward the front end side, and therefore it is possible to
set the separation gap between the front end sections 22 to be greater than the hollow
rod section 10.
[0046]
According to the lateral link 1 of the first embodiment, the base end sections
in the second fastening section 30 are constituted to have a width extending toward the
front end side, and therefore it is possible to form the flat surface in the front end
section 31 to be greater than the hollow rod section 10. As a result, it is possible to
easily press-fit or hold a bush in the front end section 31.
[0047]
In addition, according to the lateral link 1 of the first embodiment, the first
fastening section 20 is formed by plastically deforming the side walls 20A, which are
provided by forming the slits 20S in the steel pipe 10M, through pressing using the die
Dl and the punch PI. Therefore, it is possible to form the first fastening section 20 in
a uniform thickness by controlling the thickness reduction during the pressing.
In addition, the second fastening section 30 is formed by plastically deforming
the side walls 35S, which are provided by forming the slits 35S in the expanded section
to be formed 35, through pressing using the die D2 and the punch P2. Therefore, it is
possible to form the second fastening section 30 in a uniform thickness by controlling
the thickness reduction during the pressing,
As described above, a desired thickness is ensured by controlling the
- 28 -
thickness reduction when the first fastening section 20 and the second fastening section
30 are plastically deformed, and therefore it is possible to improve the reliability in
strength calculation.
[0048]
According to the lateral link 1 of the first embodiment, the first fastening
section 20 includes the reinforcing beads 26 and 27, and therefore it is possible to
improve the strength of the curved portion in the base end section. In addition, it is
possible to reduce the weight and cost, and improve the productivity by plastically
deforming the reinforcing beads 26 and 27 through pressing.
[0049]
According to the method for manufacturing the lateral link 1 of the first
embodiment, the pair of the wall sections 20A and 35A extending in the axial direction
is formed by providing two slits 20S and 35S extending in the axial direction in the
peripheral wall section, which forms a closed cross-section, in the steel pipe 10M, and
the pair of the wall sections 20Aand 35A is pressed, and therefore it is possible to
efficiently form the first fastening section 20 and the second fastening section 30.
[0050]
In addition, according to the method for manufacturing the lateral link 1 of the
first embodiment, the peripheral length of the peripheral wall section is extended by
inserting the punch into the peripheral wall section, which forms a closed cross-section,
in the steel pipe 10M, and thus expanding the steel pipe, and therefore it is possible to
form the second fastening section 30 having a flat surface wider than the peripheral
wall section in the hollow rod section 10 on the front end side.
Therefore, it is possible to easily and efficiently form the second fastening
section 30 having a flat surface wider than the peripheral length of the peripheral wall
- 29 -
sectiorritHhe hollow rod section 10, and improve productivity:—
[0051]
Next, a second embodiment of the present invention will be described with
reference to FIGS. 9 to 14.
In the following description, an uneven thickness steel pipe refers to a steel
pipe including a thick section at a portion corresponding to at least a part of the front
end section having a flat surface formed through plastic deformation, and the thick
section and other sections can be connected in an arbitrarily-set manner such as
multiple levels, a taper, or a smooth curve.
In addition, regarding the thickness of the thick section, a thick section having
a uniform thickness and a thick section having a step-like or smoothly-changing
thickness are also considered as the thick section, and in a case in which the thick
sections are formed at both ends of the uneven thickness steel pipe, the thick sections
on both ends may have different thicknesses.
In the present specification, the thick section of the uneven thickness steel
pipe may be applied to the front end section having a flat surface formed through
plastic deformation by, for example, forming the thick section of the uneven thickness
steel pipe at the entire base end section as well as the entire front end section or at a
part of the base end section as well as the entire front end section, or forming the thick
section only at the front end section or at a part of the front end section. In addition,
the thick section of the uneven thickness steel pipe may be formed on sections other
than the front end section.
In a case in which the front end sections are formed at both ends of the uneven
thickness steel pipe, the thick section of the uneven thickness steel pipe may be formed
only one end, and a variety of the above-described aspects may be distinctively used at
- 30 -
both front end sections.
FIG. 9 is a partial cross-sectional view of a lateral link (coupling member) 1A
according to the second embodiment seen from the front, and FIG. 10 is a crosssectional
view showing a schematic constitution of a multilevel uneven thickness steel
pipe 60 used for manufacturing the lateral link 1 A.
[0052]
The difference of the second embodiment from the first embodiment is that
the lateral link 1A including a first fastening section 20E and a second fastening
section 30E, to which the use of the multilevel steel pipe (metal pipe) 60 provides a
relatively thicker thickness than a hollow rod section 10A, are manufactured, and the
other aspects are the same as in the first embodiment, and thus a description thereof
will be omitted here by using the same reference numbers.
[0053]
The lateral link 1A includes the hollow rod section 10A, a first fastening
section 20E connected with one end of the hollow rod section 10A, and a second
fastening section 30E connected with the other end of the hollow rod section 10A as
described in FIG. 9. The lateral link 1A is formed by plastically deforming both ends
of the multilevel steel pipe 60 through pressing.
[0054]
In addition, in the lateral link 1 A, the first fastening section 20E and the
second fastening section 30E are integrally formed with the hollow rod section 10A,
and the first fastening section 20E and the second fastening section 30E are formed to
be relatively thicker than a straight section 10S in the hollow rod section 10A.
[0055]
As shown in FIG. 10, the multilevel uneven thickness steel pipe 60 used for
- 31 -
manufacturing the lateral link IA includes, for-example, a first thick section 60A, a
thin section 60B, and a second thick section 60C, the first thick section 60A is
connected with the thin section 60B through a multilevel section 60T protruding
outwards in the radial direction from the thin section 60B, and the second thick section
60C is connected with the thin section 60B through a multilevel section 60U
protruding outwards in the radial direction.
In the present embodiment, for example, the first thick section 60A and the
second thick section 60C have the same thickness.
[0056]
The hollow rod section 10A includes, for example, the straight section 10S
formed in a cylindrical shape, a fastening section-side multilevel section 23D and a
fastening section-side thick section 23A, which are formed on the first fastening
section 20E side of the straight section 10S, and a holding section-side multilevel
section 1 ID and a holding section-side thick section 11 A, which are formed on the
second fastening section 30E side.
[0057]
The fastening section-side thick section 23 A is formed in substantially the
same thickness as the first fastening section 20E, and is connected with the straight
section 10S through the fastening section-side multilevel section 23D protruding
outwards from the straight section 10S which is formed to be relatively thin.
[0058]
The holding section-side thick section 11A is connected with the straight
section 1 OS through (he holding section-side multilevel section 1 ID protruding
outwards from the straight section 10S which is formed to be relatively thin, and is
formed to be thicker than the straight section 10S..
- 32 -
[0059]
The second fastening section 30E is expanded on the front end side from the
expanded tube section 11 through plastic deformation, and is opened to be greater than
the internal diameter of the hollow rod section 10A toward the front end side from the
base end side. Therefore, similar to the first embodiment, the peripheral wall section
is formed to be thinner than the holding section-side thick section 11 A.
Whether the second fastening section 30E is set to be thicker than the straight
section 10S can be arbitrarily set depending on the thickness of the thick section in the
multilevel uneven thickness steel pipe 60.
[0060]
FIG. 11 is a perspective view showing a state in which a pair of facing wall
sections 20F and 20F is formed by forming two slits 20S and 20S in the multilevel
uneven thickness steel pipe 60 when the first fastening section 20E is formed in the
step for manufacturing the lateral link 10A. FIG. 12 is a cross-sectional view
showing a state in which the first fastening section 20E is formed in the step for
manufacturing the lateral link 10A.
[0061]
When the slits 20S are formed, for example, within the range of the thick
sections 60A and 60C in the inullilevel uneven thickness steel pipe 60 as shown in FIG.
11, the strength of the first fastening section 20E is easily and stably ensured, and the
quality is easily managed, which are preferable. The slits 20S can be formed up to a
straight section 60B in the multilevel uneven thickness steel pipe 60. What has been
described above shall similarly apply to the second fastening section 30E.
[0062]
FIG. 12 is also a cross-sectional view showing the lateral link 10A in a state in
- 33 -
which the first fastening section 20E is formed by forming a pair of the facing wall
sections 20F and 20F in the front end section 22. In FIG. 12, the reference sign LO
indicates the length from the front end section of the front end section 22 to the
fastening section-side multilevel section 23D, the reference sign LI indicates the
length from the front end of the front end section 22 to a strain-affected end section,
and the reference sign L2 indicates the length from the strain-affected end section to
the fastening section-side multilevel section 23D.
Here, it is preferable to satisfy L2>0 since the strength of the first fastening
section 20E is stably ensured. Furthermore, the stain-affected end section refers to a
portion corresponding to the depth location of the slit 20U formed by widening the slit
20S shown in FIG. 6B. What has been described above shall similarly apply to the
second fastening section 30E.
[0063]
According to the lateral link 1A of the second embodiment, the thick sections
60A and 60C in the multilevel uneven thickness steel pipe 60 are applied to the first
fastening section 20E and the second fastening section 30E formed through plastic
deformation. Therefore, the first fastening section 20E and the second fastening
section 30E, in which a greater strength is required, are formed to be thicker than the
hollow rod section 10A, in which a relatively lower strength is required, and
consequently, it is possible to efficiently reduce the weight of the lateral link 1A, and
furthermore, reduce the manufacturing cost,
[0064]
Next, the multilevel uneven thickness steel pipe according to a first
modification example of the second embodiment will be described with reference to
FIG. 13. FIG. 13 is a view showing a multilevel uneven thickness steel pipe 61
- 34 -
according to the first modification example of the second embodiment.
[0065]
The differences of the multilevel uneven thickness steel pipe 61 from the
multilevel uneven thickness steel pipe 60 arc that the multilevel uneven thickness steel
pipe 61 includes a first thick section 61 A, a thin section 6 IB, and a second thick
section 61C, the first thick section 61A is connected with the thin section 61B through
a multilevel section 61T protruding inwards and outwards in the radial direction from
the thin section 61B, and the second thick section 61C is connected with the thin
section 6IB through a multilevel section 61U protruding inwards and outwards in the
radial direction. The other aspects are the same as in the second embodiment, and
thus a description thereof will be omitted here.
[0066]
Next, the multilevel uneven thickness steel pipe according to a second
modification example of the second embodiment will be described with reference to
FIG. 14. FIG. 14 is a view showing a multilevel uneven thickness steel pipe 62
according to the second modification example of the second embodiment.
[0067]
The differences of the multilevel uneven thickness steel pipe 62 from the
multilevel uneven thickness steel pipe 60 are that the multilevel uneven thickness steel
pipe 62 includes a first thick section 62A; a thin section 62B, and a second thick
section 62C, the first thick section 62A is connected with the thin section 62B through
a multilevel section 62T protruding inwards in the radial direction from the thin section
62B, and the second thick section 62C is connected with the thin section 62B through a
multilevel section 62U protruding inwards in the radial direction. The other aspects
are the same as in the second embodiment, and thus a description thereof will be
- 35 -
omitted herer-
[0068]
Next, a third embodiment of the present invention will be described with
reference to FIGS. 15 to 20.
FIG. 15 is a partial cross-sectional view of a lateral link (coupling member)
IB according to the third embodiment seen from the front, and FIG. 16 is a crosssectional
view explaining a schematic constitution of a multilevel uneven thickness
steel pipe 63 used for manufacturing the lateral link IB.
[0069]
The difference of the third embodiment from the first embodiment is that the
lateral link IB including a first fastening section 20G and a second fastening section
30G, which are set to be relatively thicker than a hollow rod section 10B, are
manufactured using a taper-attached uneven thickness steel pipe (metal pipe) 63. The
other aspects are the same as in the first embodiment, and thus description thereof will
be omitted by using the same reference numbers.
[0070]
The lateral link IB includes the hollow rod section 10B, the first fastening
section 20G connected with one end of the hollow rod section 10B, and the second
fastening section 30G connected with the other end of the hollow rod section 10B as
described in FIG. 15, and both end sides of the taper-attached uneven thickness steel
pipe 63 are formed through plastic deformation using pressing.
[0071]
In addition, in the lateral link IB, the first fastening section 20G and the
second fastening section 30G are integrally formed with the hollow rod section 10B,
and the first fastening section 20G and the second fastening section 30G are formed to
- 36 -
be relatively thicker than the straight section 10S inthehollow rod section 1 OB,
[0072]
As shown in FIG. 16, the multilevel uneven thickness steel pipe 63 used for
manufacturing the lateral link IB includes, for example, a first thick section 63A, a
thin section 63B, and a second thick section 63C, the first thick section 63A is
connected with the thin section 63B through a taper section 63T protruding outwards in
the radial direction from the thin section 63B, and the second thick section 63C is
connected with the thin section 63B tluough a taper section 63U protruding outwards
in the radial direction.
In the present embodiment, for example, the first thick section 63A and the
second thick section 63C have the same thickness.
[0073]
The hollow rod section 10B includes, for example, the straight section 10S
formed in a cylindrical shape, a fastening section-side taper section 23T and a
fastening section-side thick section 23A, which are formed on the first fastening
section 20G side of the straight section 10S, and a holding section-side taper section
1 IT and a holding section-side thick section 11 A, which are formed on the second
fastening section 30G side.
[0074]
The fastening section-side thick section 23A is formed in substantially the
same thickness as the first fastening section 20G, and is connected with the straight
section 10S tluough the fastening section-side taper section 23T protruding outwards
from the straight section 10S which is formed to be relatively thin.
[0075]
The holding section-side thick section 11A is connected with the straight
- 37 -
section 10S through the holding section-side taper-section 11T protruding outwards
from the straight section 10S which is formed to be relatively thin, and is formed
thicker than the straight section 10S.
[0076]
The second fastening section 30G is expanded in diameter on the front end
side from the expanded tube section 11 through plastic deformation, and is opened to
be greater than the internal diameter of the hollow rod section 10B toward the front
end side from the base end side, and therefore, similar to the first embodiment, the
peripheral wall section is formed to be thinner than the holding section-side thick
section 11 A.
Whether the second fastening section 30G is set to be thicker than the straight
section 10S can be arbitrarily set depending on the thickness of the thick section in the
multilevel uneven thickness steel pipe 63.
[0077]
FIG. 17 is a perspective view showing a state in which a pair of facing wall
sections 20H and 20H is formed by forming two slits 20S and 20S in the multilevel
uneven thickness steel pipe 63 when the first fastening section 20G is formed in the
step for manufacturing the lateral link 10B. FIG. 18 is a cross-sectional view
showing a state in which the first fastening section 20G is formed in the step for
manufacturing the lateral link 10B.
[0078]
When the slits 20S are formed, for example, within the range of the thick
sections 63 A and 63 C in the multilevel uneven thickness steel pipe 63 as shown in FIG.
17, the strength of the first fastening section 20G is easily and stably ensured, and the
quality is easily managed, which are preferable. The slits 20S can be formed up to
- 38 -
the taper sections 63T and 63U or a straight section 63B in the multilevel uneven
thickness steel pipe 63. Furthermore, the stain-affected end section refers to a portion
corresponding to the depth location of the slit 20U formed by widening the slit 20S
shown in FIG. 6B. What has been described above shall similarly apply to the second
fastening section 30G.
[0079]
FIG. 18 is also a cross-sectional view showing the lateral link 10B in a state in
which the first fastening section 20G is formed by forming a pair of the facing wall
sections 20H in the front end section 22. The reference sign L10 indicates the length
from the front end section of the front end section 22 to the fastening section-side taper
section 23T, the reference sign Lll indicates the length from the front end section of
the front end section 22 to the strain-affected end section, and the reference sign LI2
indicates the length from the strain-affected location to the first fastening section-side
taper section 23T.
Here, it is preferable to satisfy L12>0 since the strength of the first fastening
section 20G is stably ensured. What has been described above shall similarly apply
to the second fastening section 30G.
[0080]
According to the lateral link IB of the third embodiment, the thick sections
63A and 63B in the multilevel uneven thickness steel pipe 63 are applied to the first
fastening section 20G and the second fastening section 30G formed through plastic
deformation. Therefore, the first fastening section 20G and the second fastening
section 30G, in which a greater strength is required, are formed to be thicker than the
hollow rod section 10B, in which a relatively lower strength is required, and
consequently, it is possible to efficiently reduce the weight of the lateral link IB, and
- 39 -
furthermore, reduce the manufacturing cost.
[0081]
In addition, according to the lateral link IB, the thickness changes from the
straight section 10S to the first fastening section-side thick section 23A through the
first fastening section-side taper section 23T, and the thickness changes from the
straight section 10S to the holding section-side thick section 11A through the holding
section-side taper section 11T, whereby the occurrence of stress concentration is
suppressed in a case in which a load is applied, and therefore it is possible to stably
ensure the strength.
[0082]
Next, the multilevel uneven thickness steel pipe according to a first
modification example of the third embodiment will be described with reference to FIG.
19. FIG. 19 is a view showing a multilevel uneven thickness steel pipe 64 according
to the first modification example of the third embodiment.
[0083]
The differences of the multilevel uneven thickness steel pipe 64 from the
multilevel uneven thickness steel pipe 63 are that the multilevel uneven thickness steel
pipe 64 includes a first thick section 64A, a thin section 64B, and a second thick
section 64C, the first thick section 64A is connected with the thin section 64B through
a taper section 64T protruding inwards and outwards in the radial direction from the
thin section 64B, and the second thick section 64C is connected with the thin section
64B through a multilevel section 64U protruding inwards and outwards in the radial
direction.
[0084]
Next, the multilevel uneven thickness steel pipe according to a second
- 40 -
modification example of the third embodiment will be described with reference-to-FTG.
20. FIG. 20 is a view showing a multilevel uneven thickness steel pipe 65 according
to the second modification example of the third embodiment.
[0085]
The differences of the multilevel uneven thickness steel pipe 65 from the
multilevel uneven thickness steel pipe 63 are that the multilevel uneven thickness steel
pipe 65 includes a first thick section 65A, a thin section 65B, and a second thick
section 65C, the first thick section 65Ais connected with the thin section 65B through
a taper section 65T protruding inwards in the radial direction from the thin section 63B,
and the second thick section 65C is connected with the thin section 63B through a
taper section 65U protruding inwards in the radial diiection. The other aspects are the
same as in the third embodiment, and thus a description thereof will be omitted here.
[0086]
Meanwhile, the present invention is not limited to the above-described
embodiments, and a variety of modifications are allowed within the scope of the
purpose of the invention.
For example, the case in which the coupling member is the lateral link 1 has
been described in the above-described embodiments; however, instead of the lateral
link 1, the present invention may be applied to other coupling members for vehicles
and coupling members constituting a construction structure or a mechanical structure.
[0087]
In addition, in the above-described embodiments, the case in which, in the
lateral link 1, one end section of the hollow rod section 10 is formed into the first
fastening section 20, and the other end section is formed into the second fastening
section 30 has been described; however, for example, whether the fastening sections
- 41 -
are provided atboth end sections or one end section of the hollow rod section 10, and
which of the first fastening section 20 and the second fastening section 30 is provided
can be arbitrarily set.
[0088]
In addition, in the above-described embodiments, the case in which the
attachment hole 24 is formed in the first fastening section 20 through piercing, and the
attachment hole 34 is formed in the second fastening section 30 through burring has
been described, but whether or not a hole is formed in the first fastening section 20 and
the second fastening section 30, and what method is used to form the hole can be
arbitrarily set.
[0089]
In addition, in the above-described embodiments, the case in which the first
fastening section 20 is formed to be separated wider than the hollow rod section 10 has
been described, but the first fastening section 20 may be formed with substantially the
same gap as the hollow rod section 10 therebetween.
In addition, in the above-described embodiments, the case in which, regarding
the second fastening section 30, the front end sections 31 formed to be wider than the
peripheral length of the steel pipe 10M by expanding the steel pipe 10M arc separated
with substantially the same gap as the hollow rod section 10 therebetween has been
described, but a constitution in which the front end sections 31 formed to be wide are
separated with a gap wider than the hollow rod section 10 therebetween may be
employed.
[0090]
In the above-described embodiments, the case in which the steel pipe
constituting the hollow rod section 10 includes the peripheral wall section having a
- 42 -
round-cross-section orthogonal to the axial direction has been described, but it is
needless to say that, for example, the cross-section orthogonal to the axial direction, in
which a pair of facing wall sections can be provided by forming slits, may have a
polygonal shape (not limited to a regular polygonal shape) such as a rectangular shape.
[0091]
In the above-described embodiments, the case in which the first reinforcing
bead 26 and the second reinforcing bead 27 are formed in the first fastening section 20
has been described, but whether or not the reinforcing bead is formed in the first
fastening section 20, and, in a case in which the reinforcing bead is formed, the
position, number, and shape of the reinforcing bead can be arbitrarily set. In addition,
whether or not the reinforcing bead is formed in the second fastening section 30 or the
second fastening section separated wider than the hollow rod section 10, and, in a case
in which the reinforcing bead is formed, the position, number, and shape of the
reinforcing bead can also be arbitrarily set.
[0092]
In addition, in the above-described embodiments, the case in which the first
fastening sections 20E and 20G and the second fastening sections 30E and 30G are all
formed to be the thick sections has been described, but any one of the first fastening
sections 20E and 20G and the second fastening sections 30E and 30G may be formed
to be the thick sections.
[0093]
In addition, in the above-described embodiments, the case in which the thick
sections 60A — 65A and 60C ••• 65C of the uneven thickness steel pipes 60 ••• 65 are
applied to all the first fastening sections 20E and 20G and the second fastening
sections 30E and 30G, and a part of the hollow rod sections 10A and 10B has been
- 43 -
described, but the thin sections of the uneven thickness-steel pipes 60 ••• 65 may be
applied to a part of the first fastening sections 20E and 20G and the second fastening
sections 30E and 30G.
[0094]
In addition, in the above-described embodiments, the case in which the
uneven thickness steel pipes 60 ••• 65 have the first thick sections 60A ••• 65A formed at
one end, and have the first thick sections 60B ••• 65B formed at the other end has been
described, but the thick section may be formed at any one of both ends.
[0095]
In addition, in the above-described embodiments, the case in which the thin
section 60B is connected with the thick section through the multilevel section or the
taper section has been described, but the thin section and the thick section can be
connected in an arbitrarily-set manner such as the multilevel section, the taper section,
a smooth curve, or other well-known shapes.
[0096]
In addition, in the above-described embodiments, the case in which the thick
sections on both sides have the same thickness has been described, but both thick
sections may have different thicknesses. In addition, the thick section may have a
uniform thickness, and the thickness of the thick section may vary in multiple levels or
smoothly, and protrusions and recesses may be formed.
[0097]
In addition, in the above-described embodiments, the case in which the lateral
link 1 is formed of a steel pipe (including the uneven thickness steel pipe) has been
described; however, for example, instead of the steel pipe, a pipe material made of
other plastically deformable materials such as magnesium (including alloys) and
- 44 -
aluminum, (including alloys) may be used.
[Industrial Applicability]
[0098]
According to the coupling member of the present invention and the method
for manufacturing the same, it is possible to reduce the weight and cost of the coupling
member (the lateral link or the like) and improve the productivity of the coupling
member, and thus the present invention is industrially applicable.
[Brief Description of the Reference Symbols]
[0099]
1: LATERAL LINK (COUPLING MEMBER)
10: HOLLOW ROD SECTION
11: EXPANDED PIPE SECTION
12: STRAIGHT SECTION
20: FIRST FASTENING SECTION (FASTENING SECTION)
21: BASE END SECTION
21 A: BOTTOM WALL
2IB: SIDE WALL
22: FRONT END SECTION
22A: BOTTOM WALL
22B: SIDE WALL
24: ATTACHMENT HOLE
26: FIRST REINFORCING BEAD
27: SECOND REINFORCING BEAD
30: SECOND FASTENING SECTION (FASTENING SECTION)
31: BASE END SECTION
- 45 -
31 A: BOTTOM WALL
3IB: SIDE WALL
32: FRONT END SECTION
32A: BOTTOM WALL
32B: SIDE WALL
34: ATTACHMENT HOLE
35: SECOND REINFORCING BEAD
60, 61, 62: MULTILEVEL UNEVEN THICKNESS STEEL PIPE
(UNEVEN THICKNESS METAL PIPE)
63, 64, 65: TAPER-ATTACHED UNEVEN THICKNESS STEEL PIPE
(UNEVEN THICKNESS METAL PIPE)
60A, 61 A, 62A, 63A, 64A, 65A: THICK SECTION
60C, 61C, 62C, 63C, 64C, 65C: THICK SECTION

[Document Type] CLAIMS
[Claim 1]
A coupling structure comprising:
a hollow rod section formed of a metal pipe; and
fastening sections formed by plastic deformation of the metal pipe so as to be
connected with end sections of the hollow rod section,
wherein the fastening section includes
a pair of base end sections which are each connected with a peripheral wall
section forming a closed cross-section at the end section of the hollow rod section, and
are separated from each other, and
a bottom wall including a flat surface connected with the pair of the base end
sections, and a pair of front end sections including a pair of side walls curving inwards
from at least widthwise end sections of the bottom wall on a base end section side.
[Claim 2]
The coupling structure according to Claim 1,
wherein the fastening section is formed by plastically deforming a pair of wail
sections formed by providing two slits extending in an axial direction of the metal pipe
at the end section of the metal pipe.
[Claim 3]
The coupling structure according to Claim 1 or 2,
wherein, in the pair of the base end sections, mutual separation distance on a
front end section side is greater than the mutual separation distance on a hollow rod
section side.
[Claim 4]
The coupling structure according to any one of Claims 1 to 3,
- 47 -
wherein a maximum width of the front end section is greater than 1/2 of a
length of an outer periphery in the end section of the hollow rod section.
[Claim 5]
The coupling structure according to any one of Claims 1 to 4,
wherein the pair of the base end sections includes a first reinforcing bead
protruding outwards.
[Claim 6]
The coupling structure according to any one of Claims 1 to 4,
wherein the pair of the front end sections includes a second reinforcing bead
protruding inwards.
[Claim 7]
The coupling structure according to any one of Claims 1 to 4,
wherein the pair of the base end sections includes a first reinforcing bead
protruding outwards, and
the pair of the front end sections includes a second reinforcing bead
protruding inwards.
[Claim 8]
The coupling structure according to any one of Claims 1 to 7,
wherein a thick section of an uneven thickness metal pipe is applied to the
fastening section.
[Claim 9]
The coupling structure according to any one of Claims 1 to 8,
wherein the metal pipe is a metal pipe liaving a tensile strength of 590 MPa or
more.
[Claim 10]
- 48 -
Thecoupling structure according to any one of Claims 1 to 9,
wherein the metal pipe is a steel pipe.
[Claim 11]
A coupling member comprising the coupling structure according to any one of
Claims 1 to 10.
[Claim 12]
A method for manufacturing a coupling member including a hollow rod
section and a fastening section integrally formed with the hollow rod section,
comprising:
a slit-forming process of forming a pair of wall sections by forming two slits
extending in an axial direction of a metal pipe at an end section of the metal pipe;
a first plastic deformation process of plastically deforming the pair of the wall
sections using a press tool that relatively moves in the axial direction of the steel pipe
so that the slits are separated from each other from a base end side to a front end side;
and
a second plastic deformation process of plastically deforming the pair of the
wall sections using the press tool so that the pair of the wall sections plastically
deformed through the first plastic deformation process are each connected with a
peripheral wall section forming a closed cross-section at an end section of the hollow
rod section, and includes a pair of base end sections separated from each other, bottom
walls including a flat surface connected with the pair of the base end sections, and a
pair of front end sections including a pair of side walls curving inwards from at least
widthwise end sections of the bottom wall on a base end section side.
[Claim 13]
The method for manufacturing a coupling member according to Claim 12,
- 49 -
wherein, in the first plastic deformation processy-a-peripheral length of the
peripheral wall section is extended by inserting a punch into the peripheral wall section
of the metal pipe forming a closed cross-section so as to expand the pipe so that a
maximum width of the front end section becomes greater than 1/2 of a length of an
outer periphery of the metal pipe on the base end section side in the hollow rod section.
[Claim 14]
The method for manufacturing a coupling member according to Claim 12 or
13,
wherein, in the second plastic deformation process, a first reinforcing bead
protruding outwards is formed in the pair of the base end sections using the press tool.
[Claim 15]
The method for manufacturing a coupling member according to Claim 12 or
13,
wherein, in the second plastic deformation process, a second reinforcing bead
protruding inwards is formed in the pair of the front end sections using the press tool.
[Claim 16]
The method for manufacturing a coupling member according to Claim 12 or
13,
wherein, in the second plastic deformation process,
a first reinforcing bead protruding outwards is formed in the pair of the base
end sections using the press tool, and a second reinforcing bead protruding inwards is
formed in the pair of the front end sections using the press tool
[Claim 17]
The method for manufacturing a coupling member according to any one of
Claims 12 to 16,
- 50 -
wherein a thick section of an uneven thickness metal pipe is applied to the
fastening section.
[Claim 18]
The method for manufacturing a coupling member according to any one of
Claims 12 to 17,
wherein a metal pipe having a tensile strength of 590 MPa or more is used as
the metal pipe.
[Claim 19]
The method for manufacturing a coupling member according to any one of
Claims 12 to 18,
wherein a steel pipe is used as the metal pipe.

Documents

Orders

Section Controller Decision Date

Application Documents

# Name Date
1 9684-DELNP-2014-RELEVANT DOCUMENTS [30-08-2023(online)].pdf 2023-08-30
1 9684-DELNP-2014.pdf 2014-11-21
2 9684-DELNP-2014-RELEVANT DOCUMENTS [23-09-2022(online)].pdf 2022-09-23
2 Power of Authority.pdf 2014-11-24
3 PCT-IB-304.pdf 2014-11-24
3 9684-DELNP-2014-US(14)-HearingNotice-(HearingDate-04-12-2020).pdf 2021-10-17
4 Other Relevant Document.pdf 2014-11-24
4 9684-DELNP-2014-IntimationOfGrant17-02-2021.pdf 2021-02-17
5 Form 5.pdf 2014-11-24
5 9684-DELNP-2014-PatentCertificate17-02-2021.pdf 2021-02-17
6 Form 3.pdf 2014-11-24
6 9684-DELNP-2014-FORM 13 [17-12-2020(online)].pdf 2020-12-17
7 Form 2+Specification.pdf 2014-11-24
7 9684-DELNP-2014-FORM 3 [17-12-2020(online)].pdf 2020-12-17
8 Drawings.pdf 2014-11-24
8 9684-DELNP-2014-Written submissions and relevant documents [17-12-2020(online)].pdf 2020-12-17
9 9684-DELNP-2014-Correspondence to notify the Controller [24-11-2020(online)].pdf 2020-11-24
9 9684-DELNP-2014-Form 1-261114.pdf 2014-12-10
10 9684-DELNP-2014-ABSTRACT [23-08-2019(online)].pdf 2019-08-23
10 9684-DELNP-2014-Correspondence-261114.pdf 2014-12-10
11 9684-DELNP-2014-CLAIMS [23-08-2019(online)].pdf 2019-08-23
11 marked version_as filed.pdf 2014-12-16
12 9684-DELNP-2014-COMPLETE SPECIFICATION [23-08-2019(online)].pdf 2019-08-23
12 contrl ltr + Form 13_as filed.pdf 2014-12-16
13 9684-DELNP-2014-CORRESPONDENCE [23-08-2019(online)].pdf 2019-08-23
13 amended docs._as filed.pdf 2014-12-16
14 9684-DELNP-2014-DRAWING [23-08-2019(online)].pdf 2019-08-23
14 9684-delnp-2014-English-Tramslation-(10-02-2015).pdf 2015-02-10
15 9684-delnp-2014-Correspondance Others-(10-02-2015).pdf 2015-02-10
15 9684-DELNP-2014-FER_SER_REPLY [23-08-2019(online)].pdf 2019-08-23
16 9684-delnp-2014-Form-3-(17-04-2015).pdf 2015-04-17
16 9684-DELNP-2014-OTHERS [23-08-2019(online)].pdf 2019-08-23
17 9684-DELNP-2014-PETITION UNDER RULE 137 [23-08-2019(online)].pdf 2019-08-23
17 9684-delnp-2014-Correspondence Others-(17-04-2015).pdf 2015-04-17
18 9684-DELNP-2014-FER.pdf 2019-02-27
18 9684-DELNP-2014-OTHERS-100619.pdf 2019-06-25
19 9684-DELNP-2014-Correspondence-100619.pdf 2019-06-13
19 9684-DELNP-2014-RELEVANT DOCUMENTS [06-06-2019(online)].pdf 2019-06-06
20 9684-DELNP-2014-FORM 13 [06-06-2019(online)].pdf 2019-06-06
20 9684-DELNP-2014-Power of Attorney-100619.pdf 2019-06-13
21 9684-DELNP-2014-FORM 13 [06-06-2019(online)].pdf 2019-06-06
21 9684-DELNP-2014-Power of Attorney-100619.pdf 2019-06-13
22 9684-DELNP-2014-Correspondence-100619.pdf 2019-06-13
22 9684-DELNP-2014-RELEVANT DOCUMENTS [06-06-2019(online)].pdf 2019-06-06
23 9684-DELNP-2014-FER.pdf 2019-02-27
23 9684-DELNP-2014-OTHERS-100619.pdf 2019-06-25
24 9684-DELNP-2014-PETITION UNDER RULE 137 [23-08-2019(online)].pdf 2019-08-23
24 9684-delnp-2014-Correspondence Others-(17-04-2015).pdf 2015-04-17
25 9684-delnp-2014-Form-3-(17-04-2015).pdf 2015-04-17
25 9684-DELNP-2014-OTHERS [23-08-2019(online)].pdf 2019-08-23
26 9684-delnp-2014-Correspondance Others-(10-02-2015).pdf 2015-02-10
26 9684-DELNP-2014-FER_SER_REPLY [23-08-2019(online)].pdf 2019-08-23
27 9684-DELNP-2014-DRAWING [23-08-2019(online)].pdf 2019-08-23
27 9684-delnp-2014-English-Tramslation-(10-02-2015).pdf 2015-02-10
28 9684-DELNP-2014-CORRESPONDENCE [23-08-2019(online)].pdf 2019-08-23
28 amended docs._as filed.pdf 2014-12-16
29 9684-DELNP-2014-COMPLETE SPECIFICATION [23-08-2019(online)].pdf 2019-08-23
29 contrl ltr + Form 13_as filed.pdf 2014-12-16
30 9684-DELNP-2014-CLAIMS [23-08-2019(online)].pdf 2019-08-23
30 marked version_as filed.pdf 2014-12-16
31 9684-DELNP-2014-ABSTRACT [23-08-2019(online)].pdf 2019-08-23
31 9684-DELNP-2014-Correspondence-261114.pdf 2014-12-10
32 9684-DELNP-2014-Correspondence to notify the Controller [24-11-2020(online)].pdf 2020-11-24
32 9684-DELNP-2014-Form 1-261114.pdf 2014-12-10
33 9684-DELNP-2014-Written submissions and relevant documents [17-12-2020(online)].pdf 2020-12-17
33 Drawings.pdf 2014-11-24
34 9684-DELNP-2014-FORM 3 [17-12-2020(online)].pdf 2020-12-17
34 Form 2+Specification.pdf 2014-11-24
35 9684-DELNP-2014-FORM 13 [17-12-2020(online)].pdf 2020-12-17
35 Form 3.pdf 2014-11-24
36 9684-DELNP-2014-PatentCertificate17-02-2021.pdf 2021-02-17
36 Form 5.pdf 2014-11-24
37 Other Relevant Document.pdf 2014-11-24
37 9684-DELNP-2014-IntimationOfGrant17-02-2021.pdf 2021-02-17
38 PCT-IB-304.pdf 2014-11-24
38 9684-DELNP-2014-US(14)-HearingNotice-(HearingDate-04-12-2020).pdf 2021-10-17
39 Power of Authority.pdf 2014-11-24
39 9684-DELNP-2014-RELEVANT DOCUMENTS [23-09-2022(online)].pdf 2022-09-23
40 9684-DELNP-2014.pdf 2014-11-21
40 9684-DELNP-2014-RELEVANT DOCUMENTS [30-08-2023(online)].pdf 2023-08-30

Search Strategy

1 9684DELNP2014_18-10-2018.pdf

ERegister / Renewals

3rd: 13 Apr 2021

From 07/06/2015 - To 07/06/2016

4th: 13 Apr 2021

From 07/06/2016 - To 07/06/2017

5th: 13 Apr 2021

From 07/06/2017 - To 07/06/2018

6th: 13 Apr 2021

From 07/06/2018 - To 07/06/2019

7th: 13 Apr 2021

From 07/06/2019 - To 07/06/2020

8th: 13 Apr 2021

From 07/06/2020 - To 07/06/2021

9th: 13 Apr 2021

From 07/06/2021 - To 07/06/2022

10th: 12 May 2022

From 07/06/2022 - To 07/06/2023

11th: 12 May 2023

From 07/06/2023 - To 07/06/2024

12th: 14 May 2024

From 07/06/2024 - To 07/06/2025

13th: 06 May 2025

From 07/06/2025 - To 07/06/2026