FORM 2
THE PATENTS ACT, 1970
(39 of 1970)
&
THE PATENTS RULES, 2003
COMPLETE SPECIFICATION (See section 10, rule 13)
“OUTRIG ANCHOR ASSEMBLY”
Sachin Aggarwal, of S no. 29, Plot A, Vardhaman enclave, khongewadi, Lonavala-410401, Maharashtra, India
The following specification particularly describes the invention and the manner in which it is to be performed.

DISCLOSURE
FIELD OF THE DISCLOSURE
The present disclosure relates generally to safety equipment, and more particularly, relates to an outrig anchor assembly for providing protection to people working on the height from falling.
BACKGROUND
As per Global safety standards and policy, any person working over a height of 2 meters, needs to be protected or anchored with any arrangement which will protect the fall of person from that height. Research has shown that the maximum no. of falls occurs when people are working at low heights and the fall can be fatal if a person takes free fall for more than 2 meters.
In order to use conventional outrig anchors known in the art, it is required to excavate the area around the working plane and to make a foundation which together made the anchoring base. This step is time-consuming, costly, and disturbs the entire floor and working area. Further, for placement of the anchors, breaking the existing concrete also loosens the nearby concrete area.
Conventional cantilever devices vibrate and slightly bend on the loading side due to all weight concentration in the cantilever direction. Further, these cantilever devices are cumbersome to assemble and time-consuming in installation. Presently, there are many fall arrest and safety devices available in the market to protect work at height. With such devices available, there is another permanent arrangement available on-site to install these devices and use them when required. For example – a person working on machinery or a tank which has an overhead beam of the permanent anchor can connect this fall arrester to protect his fall. But under various conditions, such type of ideal arrangement where you get an overhead or side permanent anchor beam or structure is not available. Also, there are some conditional or working challenges, which restrict the arrangement of such kind of permanent structures. Mentioning some typical cases –
1. Person working on a machine or large fabrication unit where there is a movement of overhead Electric overhead traveling (EOT) crane.

2. Person climbing over a chemical or oil tanker outdoors to check the level or do an inspection.
3. With the EOT crane on top, nothing permanent below having an L shape for loading or unloading can be installed in the line of action of the EOT crane. This might damage the crane or the anchor point.
4. There is limited or no space available for heavy devices.
5. We cannot excavate the ground to make a permanent foundation due to lack of space, continuously working plant, cannot break existing concrete which will damage other heavy materials, and need freedom of space and application.
6. Multiple usages from the same anchor point.
There are no outrig anchors assembly known in the art that does not require excavating of ground area, easy to assemble, install and dismantle in confined spaces and provide safety to the working person from falling.
There is therefore, a need for an outrig anchors assembly that does not require excavating of ground area, easy to assemble, install and dismantle in confined spaces and provides safety to the working person from falling.
SUMMARY OF THE DISCLOSURE
Some of the objects of the present disclosure, which at least one embodiment herein
satisfies, are as follows:
An object of the present disclosure is to ameliorate one or more problems of the
prior art or to at least provide a useful alternative.
Another object of the present disclosure is to provide an outrig anchors assembly.
Yet another object of the present disclosure is to provide an outrig anchors assembly
that does not require excavating of ground area, is easy to assemble, install and
dismantle in confined spaces and provides safety to the working person from
falling.
Other objects and advantages of the present disclosure will be more apparent from
the following description, which is not intended to limit the scope of the present
disclosure.

In view of the above objects, in an aspect, the present disclosure provides an outrig anchors assembly, which solves the problem mentioned hereinabove. The present disclosure relates to an outrig anchor assembly for providing protection to a person from falling while the person is working on height. The outrig anchor assembly includes a rotational base, a first column, at least one second column, a cantilever boom assembly, at least one tension tube, and an anchored base. Herein, the first column is detachably attached to the rotational base to be rotated along a longitudinal axis. The at least one tension tube is detachably attached to the first column and the second column to stabilize the vibrations resulted from addition of a load on the cantilever boom assembly. Herein, the anchored base defining a stabilizing structure is adapted to be anchored over the ground including a hard floor surface, wherein the rotational base is mounted on the anchored base along with the first column, the at least one second column, the cantilever boom assembly, and the at least one tension tube.
In an embodiment, the anchored base includes a base frame structure and a base plate. The base frame structure has a first area and a second area. The first area is configured to cover the hard floor surface on which the base frame structure is to be anchored. The base plate with the second covered area is mounted on the base frame structure, wherein the second area is smaller than the first area. Herein, each of the base frame structures and the base plate includes a plurality of holes to mount the base plate to the base frame structure via a plurality of nut-bolt assembly. In another embodiment, the base frame structure includes a first pair of spaced lateral channels, a second pair of spaced transverse channels, and a third pair of spaced lateral channels. The second pair of spaced transverse channels are disposed between the first pair of spaced lateral channels. Herein the first pair of spaced lateral channels and the second pair of spaced transverse channels form the stabilizing structure adapted to be anchored over the hard floor surface. The third pair of spaced lateral channels are disposed between the second pair of spaced transverse channels, wherein the third pair of spaced lateral channels defines a third area being substantially equal to the second area, and wherein the base plate covers

the third area and is mounted on the third pair of spaced lateral channels and the second pair of spaced transverse channels.
In yet another embodiment, the base frame structure includes a plurality of rig supports disposed along intersecting corners of the first pair of spaced lateral channels and the second pair of spaced transverse channels to provide rigidity to the base frame structure. Herein, a lubricating bush or bearing bronze plate is provided between the rotation base and the first column for lubrication. In an embodiment, the rotation base includes a hollow pipe, an annular plate, and a plurality of side supports. The hollow pipe has a flat plate at the bottom. The annular plate has a plurality of holes at the top and the plurality of side supports are connected with the flat plate and the annular plate through the hollow pipe. In another embodiment, the first column is detachably attached to the rotational base by means of a locking rod and a handle and configured to provide rotational movement to the outrig anchor assembly. Herein the first column includes a first coupling base with a plate having holes and a rod at the bottom of the first column and is configured to fit the rod into the hollow pipe of the rotation base, and a first coupling top with a plate and hollow ingress at the top and is configured to couple with coupling base of another column. Herein the second column is having a second coupling base (106a) with a rod and plate at the bottom of the second column and configured to fit the rod into the hollow ingress of the first column.
The at least one second column is telescopically attached to the first column. Herein where the at least one second column comprises more than one second columns, the more than one second columns are also telescopically attached to each other, wherein in such an arrangement, the at least one tension tube is also telescopically attached to the first column and the at least one second column to stabilize the vibrations resulted from addition of load on the cantilever boom assembly. The cantilever boom assembly includes a cantilever boom and a boom support. The cantilever boom is extending transversally from the at least one second column, wherein a proximal end of the cantilever boom is detachably coupled to an end portion of the at least one second column, the cantilever boom having a safety rope member coupled to a distal end of the at least one second column to receive a safety

rope to which a working user is tied. The boom support coupled to the at least one second column and the cantilever boom to support the cantilever boom extending transversally from the at least one second column.
The outrig anchors assembly for providing protection to people working on the height from falling. The outrig anchor assembly comprises a rotational base, at least one first column, at least one second column, a cantilever boom, a tension tube ,and an anchored base.
In an embodiment, the anchored base includes a base frame structure coupled to a base plate. The base frame structure includes a first area configured to cover the hard floor surface on which the base frame structure is to be anchored. The base plate includes a second area, the base plate with the second covered area being mounted on the base frame structure, wherein the second area is smaller than the first area.
The base frame is prepared by welding a first pair of spaced lateral channels between a second pair of spaced transverse channels. Further welding the second pair of channels between a third pair of spaced lateral channels with a plurality of rig supports. The plurality of rig supports is disposed of along intersecting corners of the first pair of spaced lateral channels and the second pair of spaced transverse channels to provide rigidity to the base frame structure.
The channels are connected in such a way that the first and second pair of channel forms a rectangle to act as a base for the base plate, and the second and third channels form an ‘H’ shape to cover the maximum area on the concrete floor for stabilization. The second pair of spaced transverse channels are disposed between the first pair of spaced lateral channels, wherein the first pair of spaced lateral channels and the second pair of spaced transverse channels form the stabilizing structure adapted to be anchored over the hard floor surface. The third pair of spaced lateral channels disposed between the second pair of spaced transverse channels, wherein the third pair of spaced lateral channels defines a third area being substantially equal to the second area, and wherein the base plate covers the third area and is mounted on the third pair of spaced lateral channels and the second pair of spaced transverse channels.

The anchored base is configured to stabilize the outrig anchor assembly on a
concrete floor. The anchored base is having a base plate mounted on a base frame
structure, and the base frame structure has a plurality of holes to fasten the anchored
base on the concrete floor by means of a fastener. The fasteners may include a
plurality of nut-bolt assembly.
The rotation base is provided and configured to provide a base for rotational
movement in the outrig anchor assembly. The rotation base may include a hollow
pipe coupled to a flat plate at the bottom, and coupled to an annular plate. The
annular plate is having a plurality of holes at the top. A plurality of supports may
be provided to couple the flat plate and annular plate with the hollow pipe.
The first column is detachably attached with the rotation base by means of a locking
rod and a handle. The handle is configured to control the rotational movement in
the outrig anchor assembly and the locking rod is configured to adjust and lock the
rotation in the outrig anchor assembly. The first column is having a first coupling
base with a plate having holes and a rod at the bottom of the first column and is
configured to fit the rod into the hollow pipe of the rotation base. The first column
further has a first coupling top with a plate and hollow ingress at the top and is
configured to couple with the coupling base of another column.
In an embodiment, a lubricating bush or bearing bronze plate is provided between
the rotation base and the first column for lubrication. In a preferred embodiment,
an annular bearing bronze plate with holes is used for lubrication.
The second column is detachably attached to the top of the first column. The second
column may have a second coupling base with a rod and plate at the bottom of the
second column and configured to fit the rod into the hollow ingress of the first
column.
The tension tube is detachably attached to the first column and the second column
to stabilize the vibrations resulting from the addition of a load on the cantilever
boom assembly.
In an embodiment, more than one second column may be used to increase the height
of the outrig anchor assembly. The second column is telescopically attached to the
first column. The second column includes more than one second columns, and the

more than one second columns are also telescopically attached to each other. In such an arrangement, the tension tube is also telescopically attached to the first column and to the at least one second column to stabilize the vibrations resulted from the addition of load on the cantilever boom assembly.
The cantilever assembly is provided at the top of the second column. The cantilever assembly may include a cantilever boom, a safety rope member, and a boom support. The cantilever boom may extend transversally from the second column, wherein a proximal end of the cantilever boom is detachably coupled to an end portion of the at least one second column. The cantilever boom has the safety rope member coupled to a distal end of the second column to receive a safety rope to which a working user is tied. The boom support may couple to the at least one second column and the cantilever boom to support the cantilever boom extending transversally from the at least one second column.
The height of the outrig anchor assembly is in the range of 2 meters to 10 meters. Further, the material used for making the outrig anchor assembly is selected from the group of iron, steel, carbon fiber, aluminum, and mild steel. The coupling of different parts is done by means of fasteners selected from nuts, bolts, screws, and studs.
BRIEF DESCRIPTION OF THE DRAWINGS
The advantages and features of the present disclosure will become better
understood with reference to the following detailed description taken in conjunction
with the accompanying drawing, in which:
FIG. 1 is an isometric view of one outrigs anchors assembly, in accordance an
embodiment with the present disclosure;
FIG. 2 is a side view of the outrig anchors assembly, in accordance with an
embodiment of the present disclosure;
FIG. 3 is an exploded view of the outrig anchors assembly, in accordance with an
embodiment of the present disclosure;
FIG. 4a is a perspective view of the anchored base of the outrig anchors assembly,
in accordance with an embodiment of the present disclosure;

FIG. 4b is an exploded view of the anchored base of the outrig anchors assembly,
in accordance with an embodiment of the present disclosure;
FIG. 5 is a perspective view of the rotation base of the outrig anchors assembly, in
accordance with an embodiment of the present disclosure;
FIG. 6 is a perspective view of the first column of the outrig anchors assembly, in
accordance with an embodiment of the present disclosure;
FIG. 7a is a perspective view of the second column of the outrig anchors assembly,
in accordance with an embodiment of the present disclosure; and
FIG. 7b is a perspective view of two second column of the outrig anchors assembly,
in accordance with an embodiment of the present disclosure.
Like reference numerals refer to like parts throughout the description of several
views of the drawing.
DETAILED DESCRIPTION
Embodiments are provided so as to thoroughly and fully convey the scope of the present disclosure to the person skilled in the art. Numerous details are set forth, relating to specific components, and methods, to provide a complete understanding of embodiments of the present disclosure. It will be apparent to the person skilled in the art that the details provided in the embodiments should not be construed to limit the scope of the present disclosure. In some embodiments, well-known processes, well- known apparatus structures, and well-known techniques are not described in detail.
The terminology used, in the present disclosure, is only for the purpose of explaining a particular embodiment and such terminology shall not be considered to limit the scope of the present disclosure. As used in the present disclosure, the forms "a," "an," and "the" may be intended to include the plural forms as well, unless the context clearly suggests otherwise. The terms "comprises," "comprising," "including," and "having," are open-ended transitional phrases and therefore specify the presence of stated features, integers, steps, operations, elements, modules, units and/or components, but do not forbid the presence or addition of one or more other features, integers, steps, operations, elements,

components, and/or groups thereof. The particular order of steps disclosed in the
method and process of the present disclosure is not to be construed as necessarily
requiring their performance as described or illustrated. It is also to be understood
that additional or alternative steps may be employed.
In order to use conventional outrig anchors known in the art, it is required to
excavate the area around the working plane and to make a foundation which
together made the anchoring base. This step is time consuming, costly, and disturbs
the entire floor and working area. Further, for placement of the anchors, breaking
the existing concrete also loosens the nearby concrete area.
Conventional cantilever devices vibrate and slightly bend on the loading side due
to all weight concentration in the cantilever direction. Further, these cantilever
devices are cumbersome to assemble and time consuming in installation.
There are no outrig anchors assembly known in the art that does not require
excavating of ground area, easy to assemble, install and dismantle in confined
spaces and provide safety to the working person from falling.
In an aspect, the present disclosure provides an outrig anchors assembly, which
solves the problem mentioned hereinabove. FIG. 1, FIG.2 and FIG.3 illustrate
different views of the outrig anchors assembly (100) for providing protection to
people working on the height from falling. The outrig anchor assembly (100)
includes a rotational base (102), at least one first column (104), at least one second
column (106), a cantilever boom (108), at least one tension tube (110), and an
anchored base (112).
In an embodiment, as illustrated in FIG.4a, the anchored base (112) includes a base
frame structure (114) coupled to a base plate (116). The base frame structure (114)
having a first area (A1) is configured to cover the hard floor surface on which the
base frame structure (114) is to be anchored. The base plate (116) is having a second
area (A2), the base plate (116) with the second covered area being mounted on the
base frame structure (114), wherein the second area (A2) is smaller than the first
area (A1).
As illustrated in FIG. 4b, the base frame (112b, 200) is prepared by welding a first
pair of spaced lateral channels (202) between a second pair of spaced transverse

channels (204). Further welding the second pair of channels (204) between a third pair of spaced lateral channels (206) with a plurality of rig supports (208). The plurality of rig supports (208) are disposed along intersecting corners of the first pair of spaced lateral channels (202) and the second pair of spaced transverse channels (204) to provide rigidity to the base frame structure (114).
The channels are connected in such a way that the third pair of spaced lateral channels (206) and second pair of spaced transverse channels (204) form a rectangle of a third area (A3) to act as a base for the base plate (116), and the first pair of spaced transverse channels (202) and third pair of spaced lateral channels forms an ‘H’ shape to cover the maximum area on the concrete floor for stabilization. The second pair of spaced transverse channels (204) is disposed between the first pair of spaced lateral channels (202), wherein the first pair of spaced lateral channels (202) and the second pair of spaced transverse channels (204) form the stabilizing structure adapted to be anchored over the hard floor surface. The third pair of spaced lateral channels (206) disposed between the second pair of spaced transverse channels (204), wherein the third pair of spaced lateral channels (206) defines a third area (A3) being substantially equal to the second area, and wherein the base plate (116) covers the third area (A3) and is mounted on the third pair of spaced lateral channels (206) and the second pair of spaced transverse channels (204). As illustrated in FIG.5 the rotation base (102) is provided and configured to provide a base for rotational movement in the outrig anchor assembly (100). The rotation base (102) may include a hollow pipe (102a) coupled to a flat plate (102b) at bottom, and coupled to an annular plate (102c). The annular plate (102c) has a plurality of holes at the top. A plurality of supports (104d) may be provided to couple the flat plate (102b) and annular plate (102c) with the hollow pipe (102a). The first column (104) is detachably attached with the rotation base (102) by means of a locking rod (120) and a handle (122). The handle (122) is configured to control the rotational movement in the outrig anchor assembly (100) and the locking rod (120) is configured to adjust and lock the rotation in the outrig anchor assembly (100). As illustrated in FIG.6, the first column (104) is having a first coupling base (104a) with a plate having holes and a rod at the bottom of the first column (104)

and configured to fit the rod into the hollow pipe (102a) of the rotation base (102).
The first column (104) further has a first coupling top (106b) with a plate and
hollow ingress at the top and is configured to couple with the coupling base of
another column.
In an embodiment, a lubricating bush or bearing bronze plate (118) is provided
between the rotation base (102) and the first column (104) for lubrication. In a
preferred embodiment, an annular bearing bronze plate with holes is used for
lubrication.
The second column (106) is detachably attached to the top of the first column (104).
As illustrated in FIG.7a, the second column (106) may have a second coupling base
(112a) with a rod and plate at the bottom of the second column (112) and configured
to fit the rod into the hollow ingress of the first column (108).
As illustrated in FIG. 1 and FIG. 2, the tension tube (110) is detachably attached
to the first column (104) and the second column (106) to stabilize the vibrations
resulting from the addition of a load on the cantilever boom assembly (108).
In an embodiment, as illustrated in FIG. 7b, more than one second column (106)
may be used to increase the height of the outrig anchor assembly (100). The second
column (106) is telescopically attached to the first column (104). The second
column (106) includes more than one second columns (106), and the more than one
second columns (106) are also telescopically attached to each other. In such an
arrangement, the tension tube (110) is also telescopically attached to the first
column (104) and at least one second column (106) to stabilize the vibrations
resulted from addition of load on the cantilever boom assembly (108).
The cantilever assembly (108) is provided at the top of the second column (106).
The cantilever assembly (108) may include a cantilever boom (124), a safety rope
member (126), and a boom support (128). The cantilever boom (124) may extend
transversally from the second column (106), wherein a proximal end (124a) of the
cantilever boom (124) is detachably coupled to an end portion of the at least one
second column (106). The cantilever boom (124) may have the safety rope member
(126) coupled to a distal end (124b) of the second column (106) to receive a safety
rope to which a working user is tied. The boom support (116) may couple to the at

least one second column (112) and the cantilever boom (114) to support the
cantilever boom (114) extending transversally from the at least one second column
(112).
The height of the outrig anchor assembly (100) is in the range of 2 meters to 10
meters. In a preferred embodiment, the height of the outrig anchor assembly (100)
is 6 meters and the range of the cantilever boom is 2 meters.
Further, the material used for making the outrig anchor assembly (100) is selected
from the group of iron, steel, carbon fiber, aluminum and mild steel. The coupling
of different parts is done by means of fasteners selected from nuts, bolts, screws,
and studs. In an exemplary embodiment, mild steel is used for the fabrication of the
outrig anchor assembly (100).
An outrig anchor assembly, such as the outrig anchor assembly (100), of the present
disclosure is a quick fix rotatable anchor point, which can be fixed on the existing
industrial concrete floor. The outrig anchor assembly is a high neck rotatable anchor
point which gives protection to people working on height by protecting their fall
using an external locking mechanism. The outrig anchor assembly is easy to install
and dismantle in a confined space, does not take space, and 360 degree rotatable
anchor.
In an exemplary embodiment, the dimensions of the outrig anchor assembly are as
follows:
i. Total Height of the outrig anchor assembly - 6329.0 mm;
ii. Length of cantilever boom – 1930.0 mm;
iii. Side length of base – 1200.0 mm;
iv. Length of first column – 3000.0 mm;
v. Length of second column – 3000.0 mm;
vi. Side length of bottom of rotation base – 500.0 mm;
vii. Side length/diameter of top of rotation base – 250.0 mm.
The present disclosure described hereinabove has several technical advantages including, but not limited to an outrig anchor assembly. The technical advancements are enumerated hereunder:

1. The base of the outrig anchor assembly is a uniquely designed base, which can be directly placed on any existing concrete. The base of the outrig anchor assembly can be fixed on existing concrete using anchor fasters which make a bed to accommodate up to 10 meters high neck anchor point.
2. The design of the base distributes the direct static load and the vibrational load on the top thick plate attached to the bottom base anchor. The top plate evenly pushes the load to the bottom anchor base which absorbs the generated load easily.
3. Rotation base is fitted with self-lubricating plates and bearing to allow the entire top structure to rotate.
4. Handle with drop pin lock allows the user to lock the rotation at its desired location.
5. Unique feature on the top anchor is the attached tension tube. Tension tube has various important work to perform –
i. It absorbs vibration on the device by distributing tension on the device.
ii. It supports the additional load in its opposite direction balancing the
entire device.
iii. Gives additional strength to the device.
iv. Add aesthetic value to the device.
6. The outrig anchor assembly is a unique device that solves a major problem in
the industry by providing a quick fix (on existing concrete), rotatable anchor
device, with a minimum 6 meters height and minimum 2 meters cantilever
reach.
While considerable emphasis has been placed herein on the specific features of the preferred embodiment, it will be appreciated that many additional features can be added and that many changes can be made in the preferred embodiment without departing from the principles of the disclosure. These and other changes in the preferred embodiment of the disclosure will be apparent to those skilled in the art from the disclosure herein, whereby it is to be distinctly understood that the foregoing descriptive matter is to be interpreted merely as illustrative of the disclosure and not as a limitation.

LIST OF REFERENCE NUMERALS

100 - Outrig anchor assembly
102 - Rotational base
102a - Hollow pipe
102b - Flat plate
102c - Annular plate
102d - Side supports
104 - First column
104a - First coupling base
104b - First coupling top
X - Longitudinal axis
106 - Second column
106a - Second coupling base
108 - Cantilever boom assembly
110 - Tension tube
112 - Anchored base
112a - Base plate
112b, 200 - Base frame
112c - Fasteners
114 - Base frame structure
A1 - First area
116 - Base plate
A2 - Second area
118 - Lubricating bush or bearing bronze plate
120 - Locking rod
122 - Handle
124 - Cantilever boom
124a - Proximal end of Cantilever boom
124b - Distal end of the Cantilever boom
126 - Safety rope member
128 - Boom support
202 - First pair of spaced lateral channels
204 - Second pair of spaced transverse channels
206 - Third pair of spaced lateral channels
A3 - Third area
208 - Rig support

I Claim:
1. An outrig anchor assembly (100) for providing protection to a
person from falling while the person is working on height, the outrig anchor
assembly (100) comprising:
a rotational base (102);
a first column (104) detachably attached to the rotational base (102) to be rotated along a longitudinal axis (X);
at least one second column (106) detachably attached to the first column (104);
a cantilever boom assembly (108) coupled to the second column (106);
at least one tension tube (110) detachably attached to the first column (104) and the second column (106) to stabilize the vibrations resulted from addition of a load on the cantilever boom assembly (108); and
an anchored base (112) defining a stabilizing structure adapted to be anchored over a ground including a hard floor surface, wherein the rotational base (102) is mounted on the anchored base (112) along with the first column (104), the at least one second column (106), the cantilever boom assembly (108), and the at least one tension tube (110).
2. The outrig anchor assembly (100) as claimed in claim 1, wherein the
anchored base (112) comprises:
a base frame structure (114) having a first area (A1) configured to cover the hard floor surface on which the base frame structure (114) is to be anchored; and
a base plate (116) having a second area (A2), the base plate (116) with the second covered area being mounted on the base frame structure (114), wherein the second area (A2) is smaller than the first area (A1).
3. The outrig anchor assembly (100) as claimed in claim 2, wherein
each of the base frame structure (114) and the base plate (116) comprises:
a plurality of holes to mount the base plate (116) to the base frame structure (114) via a plurality of nut-bolt assembly.

4. The outrig anchor assembly (100) as claimed in claim 2, wherein the
base frame structure (114) comprises:
a first pair of spaced lateral channels (202);
a second pair of spaced transverse channels (204) disposed between the first pair of spaced lateral channels (202), wherein the first pair of spaced lateral channels (202) and the second pair of spaced transverse channels (204) form the stabilizing structure adapted to be anchored over the hard floor surface; and
a third pair of spaced lateral channels (206) disposed between the second pair of spaced transverse channels (204), wherein the third pair of spaced lateral channels (206) defines a third area (A3) being substantially equal to the second area (A2), and wherein the base plate (116) covers the third area (A3) and is mounted on the third pair of spaced lateral channels (206) and the second pair of spaced transverse channels (204).
5. The outrig anchor assembly (100) as claimed in claim 4, wherein the
base frame structure (122) further comprises:
a plurality of rig supports (208) disposed along intersecting corners of the first pair of spaced lateral channels (202) and the second pair of spaced transverse channels (204) to provide rigidity to the base frame structure (114).
6. The outrig anchor assembly (100) as claimed in claim 1, wherein a lubricating bush or bearing bronze plate (118) is provided between the rotation base (102) and the first column (104) for lubrication.
7. The outrig anchor assembly (100) as claimed in claim 1, wherein the rotation base (102) comprises:
a hollow pipe (102a) having a flat plate (102b) at bottom; an annular plate (102c) with a plurality of holes at the top; and a plurality of side supports (102d) connecting the flat plate (102b), annular plate (102c) with the hollow pipe (102a).

8. The outrig anchor assembly (100) as claimed in claim 1, wherein the first column (104) detachably attached to the rotational base (102) by means of a locking rod (120) and a handle (122) and configured to provide rotational movement to the outrig anchor assembly (100).
9. The outrig anchor assembly (100) as claimed in claim 1, wherein the first column (104) comprising:
a first coupling base (104a) with a plate having holes and a rod at the bottom of the first column (104) and configured to fit the rod into the hollow pipe (102a) of the rotation base (102); and
a first coupling top (104b) with a plate and hollow ingress at the top and configured to couple with coupling base of another column.
10. The outrig anchor assembly (100) as claimed in claim 1, wherein the second column (106) is having a second coupling base (106a) with a rod and plate at the bottom of the second column (106) and configured to fit the rod into the hollow ingress of the first column (104).
11. The outrig anchor assembly (100) as claimed in claim 1, wherein the at least one second column (106) telescopically attached to the first column (104), and wherein where the at least one second column (106) comprises more than one second columns (106), the more than one second columns (106) are also telescopically attached to each other, wherein in such an arrangement, the at least one tension tube (110) is also telescopically attached to the first column (104) and the at least one second column (106) to stabilize the vibrations resulted from addition of load on the cantilever boom assembly (108).
12. The outrig anchor assembly (100) as claimed in claim 1, wherein the cantilever boom assembly (108) comprises:
a cantilever boom (124) extending transversally from the at least one second column (106), wherein a proximal end (124a) of the cantilever boom (124) is detachably coupled to an end portion of the at least one second column (106), the

cantilever boom (124) having a safety rope member (126) coupled to a distal end (124b) of the at least one second column (106) to receive a safety rope to which a working user is tied; and
a boom support (116) coupled to the at least one second column (112) and the cantilever boom (114) to support the cantilever boom (114) extending transversally from the at least one second column (112).