Abstract: ABSTRACT METHOD FOR ASSEMBLING OF A FIBRE REINFORCED PLASTIC POLE The present disclosure provides a method for assembling of a fibre reinforced plastic pole (102). The method includes inspection of the fibre reinforced plastic pole (102). The method includes digging of pit at a pre-defined location to install the fibre reinforced plastic pole (102). The method includes installation of accessories on the fibre reinforced plastic pole (102). The method includes installation of the fibre reinforced plastic pole. The method includes backfilling of dug pit. The method includes installation of an ADSS accessories. The method includes installation of the distribution box (604) at the fibre reinforced plastic pole (102). The method includes operation and maintenance of the fibre reinforced plastic pole (102). FIG. 1
DESC:
The following specification particularly describes and ascertains the nature of this invention and the manner in which it is to be performed:
TECHNICAL FIELD
[0001] The present disclosure relates to a field of telecom poles. More particularly, the present disclosure relates to a method for assembling and installation of a fibre reinforced plastic pole. The present application is based on, and claims priority from an Indian Application Number 201911046177 filed on 13th November 2019, the disclosure of which is hereby incorporated by reference herein
BACKGROUND
[0002] With the advancement of telecommunication networks, various Steel and RCC poles are large in weight. In addition, installation of the conventional poles require plethora of manpower, use of cranes, resources, and work less efficient. In addition, outdoor conventional poles, suffered wind, sun, rain corrosion, and cracking facilitate low operation. Hence, conventional poles requires high maintenance. As a result, expense of transportation, handling concrete and steel and installation of the conventional poles becomes highly excessive. Further, these conventional poles have low mechanical strength. Furthermore, the conventional poles have low corrosion resistance properties due to which the conventional poles becomes easily rusted. Moreover, the conventional poles facilitate color stability. Also, these conventional poles are conductive in nature. Also the conventional poles have short life span.
[0003] In light of the above stated discussion, there is a need of an advance method for assembling of a fibre reinforced plastic poles that overcomes the above stated drawbacks for smooth and fast deployment of telecommunication networks.
SUMMARY
[0004] In an aspect, the present disclosure provides a method for installing and assembling a fibre reinforced plastic pole using a base plate. The method includes inspection of the fibre reinforced plastic pole. The method includes digging a pit at a pre-defined location to install the fibre reinforced plastic pole. The method incudes placing the base plate inside the dug pit. The method includes preparation of the fibre reinforced plastic pole to install accessories. The method includes installation of a ladder plate on the fibre reinforced plastic pole. The method includes installation of the fibre reinforced plastic pole. The method includes backfilling of the dug pit using concrete and a backfill material. The method includes installation of ADSS accessories. The method includes installation of a distribution box on the fibre reinforced plastic pole. The method includes installation of an ADSS cable on the fibre reinforced plastic pole. The method includes operation and maintenance of the fibre reinforced plastic pole. In addition, the fibre reinforced plastic pole is prepared for installation at a predefined location. The fibre reinforce plastic pole is non-conductive and anti-corrosive in nature. The pit is dug to install the fibre reinforced plastic pole. Further, the base plate is utilized to hold the fibre reinforced plastic pole inside the dug pit. Furthermore, accessories are associated with the fibre reinforced plastic pole. Moreover, the ladder plate is installed to provide support during operation and maintenance of accessories attached at the fibre reinforced plastic pole. Also, concrete and the backfill material is utilized for fixing the installed fibre reinforced plastic pole with one or more composite plates inside the dug pit. Also, ADSS accessories are installed on the fibre reinforced plastic pole.
[0005] In an embodiment of the present disclosure, the fibre reinforced plastic pole is characterized by weight. In addition, weight of the fibre reinforced plastic pole is about 40 kilograms.
[0006] In an embodiment of the present disclosure, the fibre reinforced plastic pole is characterized by height. In addition, height of the fibre reinforced plastic pole is in range of about 8 to 9 meters.
[0007] In an embodiment of the present disclosure, the fibre reinforced plastic pole is characterized by top diameter and bottom diameter. In addition, top diameter and bottom diameter of the fibre reinforced plastic is about 203 millimeter and 118 millimeter respectively.
[0008] In an embodiment of the present disclosure, the fibre reinforced plastic pole is characterized by thickness. In addition, thickness of the fibre reinforced plastic pole is about 3.5 millimeter.
[0009] In an embodiment of the present disclosure, the fibre reinforced plastic pole is characterized by breaking load. In addition, breaking load of the fibre reinforced plastic pole is about 150 kilogram.
[0010] In an embodiment of the present disclosure, the fibre reinforced plastic pole is associated with deflection ratio of about 1.3 percentage at a load of 30 Kilogram.
[0011] In an embodiment of the present disclosure, the backfill material comprising cement, soil, gravel, and sand.
[0012] In an embodiment of the present disclosure, the fibre reinforced plastic pole includes hoop winding. In addition, hoop winding on the fibre reinforced plastic pole is helical winding.
[0013] In another aspect, the present disclosure provides a method for installation of the fibre reinforced plastic pole using the one or more composite pates. The method includes inspection of the fibre reinforced plastic pole. The method includes digging of a pit at the predefined location. The method includes installation of the one or more composite plates. The method includes preparation of the fibre reinforced plastic pole to install accessories. The method includes installation of the ladder plate on the fibre reinforced plastic pole. The method includes installation of the fibre reinforced plastic pole inside the dug pit in association with the one or more composite plates and the one or more bolts. The method includes backfilling of the dug pit using concrete and a backfill material. The method includes installation of All Dielectric Self-Supporting (ADSS) accessories. The method includes installation of the distribution box on the fibre reinforced plastic pole. The method includes installation of the All Dielectric Self-Supporting (ADSS) cable on the fibre reinforced plastic pole. The method includes operation and maintenance of the fibre reinforced plastic pole. In addition, the fibre reinforced plastic pole is prepared to install at the predefined location. The fibre reinforce plastic pole is non-conductive and anti-corrosive in nature. Further, the pit is dug to install the fibre reinforced plastic pole. Furthermore, the one or more composite plates are installed inside the dug pit along with the fibre reinforced plastic pole. The one or more composite plates provides support to the fibre reinforced plastic pole using one or more bolts. Moreover, accessories are associated with the fibre reinforced plastic pole. Also, the ladder plate is installed to provide support during operation and maintenance of accessories attached at the fibre reinforced plastic pole. Also, concrete and the backfill material is utilized to fix the installed fibre reinforced plastic pole with the one or more composite plates inside the dug pit. Also, All Dielectric Self-Supporting (ADSS) accessories are installed on the fibre reinforced plastic pole.
[0014] In an embodiment of the present disclosure, the one or more composite plates are made up of the fibre reinforced material. In addition, the one or more composite plates are made up of resin and fibres.
[0015] In an embodiment of the present disclosure, the one or more bolts are non-conductive and non-corrosive.
[0016] In an embodiment of the present disclosure, the backfill material fills void between concrete and the fibre reinforced plastic pole.
[0017] In an embodiment of the present disclosure, concrete is characterized by width. In addition, width of concrete is about 300 millimeters.
STATEMENT OF THE DISCLOSURE
[0018] The present disclosure talks about a method for installing and assembling a fibre reinforced plastic pole using a base plate. The method includes inspection of the fibre reinforced plastic pole. The method includes digging a pit at a pre-defined location to install the fibre reinforced plastic pole. The method incudes placing the base plate inside the dug pit. The method includes preparation of the fibre reinforced plastic pole to install accessories. The method includes installation of a ladder plate on the fibre reinforced plastic pole. The method includes installation of the fibre reinforced plastic pole. The method includes backfilling of the dug pit using concrete and a backfill material. The method includes installation of ADSS accessories. The method includes installation of a distribution box on the fibre reinforced plastic pole. The method includes installation of an ADSS cable on the fibre reinforced plastic pole. The method includes operation and maintenance of the fibre reinforced plastic pole. In addition, the fibre reinforced plastic pole is prepared for installation at a predefined location. The fibre reinforce plastic pole is non-conductive and anti-corrosive in nature. The pit is dug to install the fibre reinforced plastic pole. Further, the base plate is utilized to hold the fibre reinforced plastic pole inside the dug pit. Furthermore, accessories are associated with the fibre reinforced plastic pole. Moreover, the ladder plate is installed to provide support during operation and maintenance of accessories attached at the fibre reinforced plastic pole. Also, concrete and the backfill material is utilized for fixing the installed fibre reinforced plastic pole with one or more composite plates inside the dug pit. Also, ADSS accessories are installed on the fibre reinforced plastic pole.
OBJECT OF THE DISCLOSURE
[0019] A primary object of the present disclosure is to provide a method for assembling and installing a fibre reinforced plastic pole that reduces pole transportation and installation activities.
[0020] Another object of the present disclosure is to provide the method for assembling the fibre reinforced plastic pole that reduces manpower for operation.
[0021] Yet another object of the present disclosure is to provide the method for assembling the fibre reinforced plastic pole with increase in speed of deployment.
[0022] Yet another object of the present disclosure is to provide the method for assembling the fibre reinforced plastic pole with reduced operation and require low maintenance.
[0023] Yet another object of the present disclosure is to provide the method for assembling the fibre reinforced plastic pole with increase in overall life cycle of the fibre reinforced plastic pole products.
BRIEF DESCRIPTION OF THE DRAWINGS
[0024] Having thus described the invention in general terms, reference now be made to the accompanying drawings, which are not necessarily drawn to scale, and wherein:
[0025] FIG. 1 illustrates a general overview of a fibre reinforced plastic pole, in accordance with various embodiments of the present disclosure;
[0026] FIG. 2 illustrates a general overview of a first installation of the fibre reinforced plastic pole, in accordance with various embodiments of the present disclosure;
[0027] FIG. 3 illustrates a general overview of a second installation of the fibre reinforced plastic pole, in accordance with various embodiments of the present disclosure;
[0028] FIG. 4 illustrates a general overview of a hoop winding of the fibre reinforced plastic pole, in accordance with various embodiments of the present disclosure;
[0029] FIG. 5 illustrates a general overview of a helical winding of the fibre reinforced plastic pole, in accordance with various embodiments of the present disclosure;
[0030] FIG. 6 illustrates a general overview of an installation plan for the fibre reinforced plastic pole, in accordance with various embodiments of the present disclosure; and
[0031] FIG. 7 illustrates a flowchart of a method for assembling the fibre reinforced plastic pole, in accordance with various embodiments of the present disclosure.
[0032] It should be noted that the accompanying figures are intended to present illustrations of exemplary embodiments of the present disclosure. These figures are not intended to limit the scope of the present disclosure. It should also be noted that accompanying figures are not necessarily drawn to scale.
DETAILED DESCRIPTION
[0033] Reference now be made in detail to selected embodiments of the present disclosure in conjunction with accompanying figures. The embodiments described herein are not intended to limit the scope of the disclosure, and the present disclosure should not be construed as limited to the embodiments described. This disclosure may be embodied in different forms without departing from the scope and spirit of the disclosure. It should be understood that the accompanying figures are intended and provided to illustrate embodiments of the disclosure described below and are not necessarily drawn to scale. In the drawings, like numbers refer to like elements throughout, and thicknesses and dimensions of some components may be exaggerated for providing better clarity and ease of understanding.
[0034] It should be noted that the terms "first", "second", and the like, herein do not denote any order, ranking, quantity, or importance, but rather are used to distinguish one element from another. Further, the terms "a" and "an" herein do not denote a limitation of quantity, but rather denote the presence of at least one of the referenced item.
[0035] FIG. 1 illustrates a general overview 100 of a fibre reinforced plastic pole 102, in accordance with various embodiments of the present disclosure. FIG. 1 shows an arrangement of various components of the general overview 100. In general, fibre reinforced plastic poles are very light weight poles and known for its mechanical power. In addition, fibre reinforced plastic pole has temperature-resisting properties. Further, fibre reinforced plastic pole has thermal insulation. Furthermore, fibre reinforced plastic pole is capable to be formed in various complex shapes.
[0036] The general overview 100 includes the fibre reinforced plastic pole 102, and a removable top cap 104. In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 has length L1 of about 8.7 meters. In another embodiment of the present disclosure, length L1 of the fibre reinforced plastic pole 102 may vary. In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 has length L2 of about 7.5 meters above ground. In another embodiment of the present disclosure, length L2 of the fibre reinforced plastic pole 102 may vary. In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 has length L3 of about 1.2 meters buried below ground. In another embodiment of the present disclosure length L3 of the fibre reinforced plastic pole 102 may vary. In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 has top diameter d1 of about 114 millimeters. In another embodiment of the present disclosure, top diameter d1 of the fibre reinforced plastic pole 102 may vary. In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 has bottom diameter d2 of about 198 millimeters. In another embodiment of the present disclosure, bottom diameter d2 of the fibre reinforced plastic pole 102 may vary.
[0037] In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 is used for smooth and fast deployment of a telecommunication networks. In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 is a lighting pole. In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 is made of a fibre reinforced plastic material. In addition, the fibre reinforced plastic is a composite material. In general, composite material is made up of combination of two or more different materials. In addition, composite material produces material with different physical properties and chemical properties. Further, composite material becomes stronger than individual material. In an embodiment of the present disclosure, the fibre reinforced plastic is a combination of a reinforcement material in a matrix. In addition, the reinforcement material is a glass fibre. Further, the matrix is a polymer material. In general, polymers are material made up of long, repeating chains of molecules and have unique properties. In addition, polymers are able to bend and stretch like rubber, and polyester.
[0038] In an embodiment of the present disclosure, the fibre reinforced plastic material has tensile strength of about 80,000 PSI. In another embodiment of the present disclosure, tensile strength of the fibre reinforced plastic material may vary. In an embodiment of the present disclosure, the fibre reinforced plastic material has flexural strength of about 1,00,000 PSI. In another embodiment of the present disclosure, flexural strength of the fibre reinforced plastic may vary. In an embodiment of the present disclosure, the fibre reinforced plastic has compression strength of about 45,000 PSI. In another embodiment of the present disclosure, compression strength of the fibre reinforced plastic may vary.
[0039] In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 has tensile strength of about 385 Megapascal corresponding to reference standard of ASTM D638-14. In another embodiment of the present disclosure, tensile strength of the fibre reinforced plastic pole 102 may vary. In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 has compressive strength of about 171 Megapascal corresponding to reference standard of ASTM D695-15. In another embodiment of the present disclosure, compressive strength of the fibre reinforced plastic pole 102 may vary. In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 has impact strength of about 3393 Joule per meter corresponding to reference standard of ASTM D256-10 Method A. In another embodiment of the present disclosure, impact strength of the fibre reinforced plastic pole 102 may vary. In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 has density of about 1.88 gram per cubic centimeter corresponding to reference standard of about ASTM D792-13 Method B. In another embodiment of the present disclosure, density of the fibre reinforced plastic pole 102 may vary. In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 has poisson’s ratio of about 0.32 corresponding to reference standard ASTM D638-14. In another embodiment of the present disclosure, poisson’s ratio of the fibre reinforced plastic pole 102 may vary. In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 has elongation of about 1.49 percentage corresponding to reference standard of about ASTM D638-14. In another embodiment of the present disclosure, elongation of the fibre reinforced plastic pole 102 may vary. In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 has water absorption of about 0.11 percentage corresponding to reference standard of about ASTM D570. In another embodiment of the present disclosure, water absorption of the fibre reinforced plastic pole 102 may vary. In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 has flammability of – HB corresponding to the reference standard of about ASTM D635. In another embodiment of the present disclosure, flammability of the fibre reinforced plastic pole 102 may vary.
[0040] In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 is a light weight pole. In addition, the fibre reinforced plastic pole 102 is easy to install. Further, the fibre reinforced plastic pole 102 requires low maintenance. Furthermore, the fibre reinforced plastic pole 102 has UV protection. Moreover, UV protection facilitates color stability of the fibre reinforced plastic pole 102. Also, the fibre reinforced plastic pole 102 has high longevity. Also, the fibre reinforced plastic pole 102 is non-conductive in nature. Also, the fibre reinforced plastic pole 102 is anti-corrosive in nature.
[0041] In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 has weight of about 40 Kilogram. In another embodiment of the present disclosure, weight of the fibre reinforced plastic pole 102 may vary. In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 has height in range of about 8 meters to 9 meters. In another embodiment of the present disclosure, height of the fibre reinforced plastic pole 102 may vary. In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 has additional weight of about 20 Kilogram. In another embodiment of the present disclosure, additional weight of the fibre reinforced plastic pole 102 may vary. In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 has top diameter of about 118 millimeter. In another embodiment of the present disclosure, top diameter of the fibre reinforced plastic pole 102 may vary. In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 has bottom diameter of about 203 millimeter. In another embodiment of the present disclosure, bottom diameter of the fibre reinforced plastic pole 102 may vary. In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 has thickness of about 3.5 millimeter. In another embodiment of the present disclosure, thickness of the fibre reinforced plastic pole 102 may vary. In addition, ladders are used to climb on the fibre reinforced plastic pole 102.
[0042] In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 sustains wind speed of about 200 kilometer per hour. In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 has breaking load of about 150 Kilogram. In another embodiment of the present disclosure, breaking load of the fibre reinforced plastic pole 102 may vary. In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 has deflection ratio of about 1.3 percentage at a load of 30 Kilogram. In another embodiment of the present disclosure, deflection ratio of the fibre reinforced plastic pole 102 may vary.
[0043] FIG. 2 illustrates a general overview of a first installation 200 of the fibre reinforced plastic pole 102, in accordance with various embodiments of the present disclosure. In addition, the first installation 200 includes the fibre reinforced plastic pole 102, concrete 202, and a backfill material such as stone, cement and soil. In an embodiment of the present disclosure, the backfill material supports the fibre reinforced plastic pole 102. In addition, the backfill material fills void between concrete 202 and the fibre reinforced plastic pole 102. In an embodiment of the present disclosure, concrete 202 provides robust foundation to the fibre reinforced plastic pole 102. In an embodiment of the present disclosure, concrete 202 has mass of about 3000 pounds. In another embodiment of the present disclosure, mass of concrete 202 may vary. In general, concrete is a composite material composed of a fine and coarse aggregate bonded together with a fluid cement that hardens over time. In addition, concrete is made by mixing together cement, sand, small stones, and water. In an embodiment of the present disclosure, concrete 202 has a cable access connected with the fibre reinforced plastic pole 102. In an embodiment of the present disclosure, concrete 202 has width W1 of about 300 millimeters. In another embodiment of the present disclosure, width W1 of concrete 202 may vary. In an embodiment of the present disclosure, concrete 202 has height of g+100 millimeters. In another embodiment of the present disclosure, height of concrete 202 may vary. In addition, the fibre reinforced plastic pole 102 is buried inside concrete 202. In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 has buried length of about g millimeters. In another embodiment of the present disclosure, buried length of the fibre reinforced plastic pole 102 may vary.
[0044] FIG. 3 illustrates a general overview of a second installation 300 of the fibre reinforced plastic pole 102, in accordance with various embodiments of the present disclosure. In addition, the second installation 300 includes the fibre reinforced plastic pole 102, one or more composite plates 302 made of FRP material utilizes one or more bolts 304 to support the fibre reinforced plastic pole 102. In an embodiment of the present disclosure, the one or more composite plates 302 provides high strength to the fibre reinforced plastic pole 102. In addition, the one or more composite plates 302 provides protection against corrosion to the fibre reinforced plastic pole 102. In general, one or more composite plates made out of composite materials. In addition, composite material is resin and fibre. Further, composite materials are very light and strong. In an embodiment of the present disclosure, the one or more bolts 304 fastens the one or more composite plates 302 to keep the fibre reinforced plastic pole 102 intact. In addition, the one or more bolts 304 is non-conductive and non-corrosive in nature.
[0045] FIG. 4 illustrates a general overview 400 of a hoop winding of the fibre reinforced plastic pole 102. In general, hoop winding is a technique followed to wind fibre reinforced plastic pole. In addition, hoop winding includes a fiber reinforced resin material. Further, wind angle for hoop winding varies based on lead/revolution of fibre reinforced plastic pole and diameter of fibre reinforced plastic pole. In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 includes the hoop winding. In an example, the hoop winding has a single layer of the fibre reinforced resin material. In another example, the hoop winding has multiple layers of the fibre reinforced resin material.
[0046] FIG. 5 illustrates a general overview 500 of a helical winding of the fibre reinforced plastic pole 102. In general, helical winding is a technique followed to wind fibre reinforced plastic pole. In addition, helical winding provides good mechanical strength to fibre reinforced plastic pole. Further, helical winding has equal amount of fibre composition throughout fibre reinforced plastic pole. In an embodiment of the present disclosure, the helical winding is a dual helical winding. In another embodiment of the present disclosure, the helical winding is a four axis helical winding.
[0047] FIG. 6 illustrates a general overview of an installation plan 600 for the fibre reinforced plastic pole 102, in accordance with an embodiment of the present disclosure. In addition, the installation plan 600 includes the fibre reinforced plastic pole 102, a pole P1, a pole P2, an ADSS cable 602, and a distribution box 604. In an embodiment of the present disclosure, the fibre reinforced plastic pole 102 is placed between the pole P1 and the pole P2. In an embodiment of the present disclosure, the pole P1 and the fibre reinforced plastic pole 102 are separated by distance D1 of about 80 meters. In another embodiment of the present disclosure, distance D1 between the pole P1 and the fibre reinforced plastic pole 102 may vary. In an embodiment of the present disclosure, the ADSS cable 602 is installed between the pole P1 and the fibre reinforced plastic pole 102. In an embodiment of the present disclosure, the ADSS cable 602 has mass of about 15 Kilograms corresponding to distance D1. In another embodiment of the present disclosure, mass of the ADSS cable 602 may vary.
[0048] In an embodiment of the present disclosure, the pole P2 and the fibre reinforced plastic pole 102 are separated by distance D2 of about 35 meters. In another embodiment of the present disclosure, distance D2 between the pole P2 and the fibre reinforced plastic pole 102 may vary. In an embodiment of the present disclosure, the ADSS cable 602 is installed between the pole P2 and the fibre reinforced plastic pole 102. In an embodiment of the present disclosure, the ADSS cable 602 has mass of about 9 Kilograms corresponding to distance D2. In another embodiment of the present disclosure, mass of the ADSS cable 602 may vary. In an embodiment of the present disclosure, the distribution box 604 is placed on the fibre reinforced plastic pole 102. In another embodiment of the present disclosure, placement of the distribution box 604 may vary. In an embodiment of the present disclosure, the distribution box 604 has mass of about 5 Kilograms. In another embodiment of the present disclosure, mass of the distribution box 604 may vary. In an embodiment of the present disclosure, a ladder is used to climb on the fibre reinforced plastic pole 102 for operation and maintenance purposes. In an embodiment of the present disclosure, a ladder holder is used to hold the ladder for installation of the ADSS cable 602.
[0049] FIG. 7 illustrates a flowchart 700 of a method for assembling the fibre reinforced plastic pole 102, in accordance with an embodiment of the present disclosure. It may be noted that in order to explain the method steps of the flowchart 700, references will be made to the elements explained in FIG. 1 and FIG. 6. The flowchart 700 initiates at step 702. At step 704, the method includes inspection of the fibre reinforced plastic pole 102. At step 706, the method includes digging of pit at a pre-defined location to install the fibre reinforced plastic pole 102. At step 708, the method includes installation of a base plate to hold the fibre reinforced plastic pole 102. At step 710, the method includes preparation to install accessories on the fibre reinforced plastic pole 102. At step 712, the method includes installation of a ladder plate on the fibre reinforced plastic pole 102. At step 714, the method includes installation of the fibre reinforced plastic pole 102. At step 716, the method includes backfilling of dug pit. At step 718, the method includes installation of ADSS accessories. At step 720, the method includes installation of the distribution box (cabinet for placement of telecom equipment such as small cell, FTTH network active and passive elements) 604 at the fibre reinforced plastic pole 102. At step 722, the method includes installation of the ADSS cable 602 through a lashed method on the fibre reinforced plastic pole 102. At step 724, the method includes operation and maintenance of the fibre reinforced plastic pole 102.
[0050] The flowchart terminates at step 726. It may be noted that the flowchart 700 is explained to have above stated process steps; however, those skilled in the art would appreciate that the flowchart 700 may have more/less number of process steps which may enable all the above stated embodiments of the present disclosure.
[0051] The present disclosure provides numerous advantages over the prior art. The present disclosure provides an improved method for assembling of the fibre reinforced plastic pole. The method provides high strength to withstand the wind speed of 144 Kilometer per Hour. In addition, the method provides great mechanical properties and the long life of the product. Further, the method provides the fibre reinforced plastic pole is anti-corrosion and free from rust. Furthermore, the method provides the fibre reinforced plastic pole with required low maintenance. Moreover, the method provides the fibre reinforced plastic pole is non-conductive in nature. Also, the method provides the fibre reinforced plastic pole is light weight pole.
[0052] The foregoing descriptions of pre-defined embodiments of the present technology have been presented for purposes of illustration and description. They are not intended to be exhaustive or to limit the present technology to the precise forms disclosed, and obviously many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the present technology and its practical application, to thereby enable others skilled in the art to best utilize the present technology and various embodiments with various modifications as are suited to the particular use contemplated. It is understood that various omissions and substitutions of equivalents are contemplated as circumstance may suggest or render expedient, but such are intended to cover the application or implementation without departing from the spirit or scope of the claims of the present technology.
,CLAIMS:CLAIMS
We claim:
1. A method for installing and assembling a fiber reinforced plastic pole using one or more composite plates, the method comprising:
digging a pit for installing the fiber reinforced plastic pole;
placing one or more composite plates inside the dug pit, wherein the base plate is used for holding the fiber reinforced plastic pole and prevent movement of backfill material in the pit;
installing the fibre reinforced plastic pole (102) inside the dug pit over the base plate;
backfilling the dug pit using backfill material, wherein the backfill material is utilized for fixing the installed fibre reinforced plastic pole (102) with one or more composite plates (302) inside the dug pit;
2. The method as claimed in claim 1 wherein telecom accessories are installed on the fibre reinforced plastic pole (102) before the pole is installed in the pit, wherein accessories are associated with the fibre reinforced plastic pole (102).
3. The method as claimed in claim 1 wherein a ladder plate is installed on the fibre reinforced plastic pole (102) before the pole is installed in the pit, wherein the ladder plate is installed for providing support during operation and maintenance of accessories attached at the fibre reinforced plastic pole (102);
4. The method as claimed in claim 1, wherein the plurality of composite plates is joined by one or more bolts (304) that are non-conductive and non-corrosive.
5. The method as claimed in claim 1, wherein the composite plates is slotted at plurality of locations to accommodate bolts, cables and pole.
6. The method as claimed in claim 1, wherein the backfill material is filled in the pit after the pole is installed in the pit, wherein, the backfill material comprises one of concrete, cement, soil, gravel, structural foam, and sand.
7. A system for assembling and installing a fiber reinforced plastic pole using one or more composite plates wherein the system comprises of:
one or more composite plates arranged in a pit wherein the plates are provided with slots to accommodate bolts, cables and poles,
backfill material provided in the cavity of pit that is left after installing plates and pole wherein the backfill material comprises of one of concrete, cement, soil, gravel, structural foam and sand
8. The system as claimed in claim 7, wherein the fibre reinforced plastic pole (102) is characterized by weight, wherein weight of the fibre reinforced plastic pole (102) is about 40 kilograms.
9. The system as claimed in claim 7, wherein the fibre reinforced plastic pole (102) is characterized by height, wherein height of the fibre reinforced plastic pole (102) is in range of about 8 to 9 meters.
10. The system as claimed in claim 7, wherein the fibre reinforced plastic pole (102) is characterized by top diameter (d1) and bottom diameter (d2), wherein top diameter (d1) and bottom diameter (d2) of the fibre reinforced plastic (102) is about 203 millimeter and 118 millimeter respectively.
11. The system as claimed in claim 7, wherein the fibre reinforced plastic pole (102) is characterized by thickness, wherein thickness of the fibre reinforced plastic pole (102) is about 3.5 millimeter.
12. The system as claimed in claim 7, wherein the fibre reinforced plastic pole (102) is characterized by breaking load, wherein breaking load of the fibre reinforced plastic pole (102) is about 150 kilogram.
13. The system as claimed in claim 7, wherein the fibre reinforced plastic pole (102) is associated with deflection ratio of about 1.3 percentage at a load of 30 Kilogram.
15. The system as claimed in claim 7, wherein the fibre reinforced plastic pole (102) comprises hoop winding, wherein hoop winding on the fibre reinforced plastic pole (102) is helical winding.
16. The system as claimed in claim 7, wherein the one or more composite plates (302) are made up of the fibre reinforced material, wherein the one or more composite plates (302) are made up of resin and fibres.
17. The system as claimed in claim 7, wherein concrete (202) is characterized by width (W1), wherein width (W1) of concrete (202) is about 300 millimeters.
18. The system as claimed in claim 7, wherein concrete (202) is characterized by height, wherein height of concrete (202) is about g+100 millimeters.
19. The system as claimed in claim 7, wherein telecom accessories and ladder plates are installed on the fiber reinforced plastic poles.
Dated this 31st Day of December 2019
Signature
Arun Kishore Narasani
Patent Agent(IN/PA 1049)
| # | Name | Date |
|---|---|---|
| 1 | 201911046177-STATEMENT OF UNDERTAKING (FORM 3) [13-11-2019(online)].pdf | 2019-11-13 |
| 2 | 201911046177-PROVISIONAL SPECIFICATION [13-11-2019(online)].pdf | 2019-11-13 |
| 3 | 201911046177-POWER OF AUTHORITY [13-11-2019(online)].pdf | 2019-11-13 |
| 4 | 201911046177-FORM 1 [13-11-2019(online)].pdf | 2019-11-13 |
| 5 | 201911046177-DRAWINGS [13-11-2019(online)].pdf | 2019-11-13 |
| 6 | 201911046177-DECLARATION OF INVENTORSHIP (FORM 5) [13-11-2019(online)].pdf | 2019-11-13 |
| 7 | abstract.jpg | 2019-11-15 |
| 8 | 201911046177-Proof of Right (MANDATORY) [13-12-2019(online)].pdf | 2019-12-13 |
| 9 | 201911046177-DRAWING [31-12-2019(online)].pdf | 2019-12-31 |
| 10 | 201911046177-COMPLETE SPECIFICATION [31-12-2019(online)].pdf | 2019-12-31 |
| 11 | 201911046177-FORM 18 [09-11-2023(online)].pdf | 2023-11-09 |