CN208763006U - A kind of high intensity shearing resistance tubular pole - Google Patents

A kind of high intensity shearing resistance tubular pole Download PDF

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Publication number
CN208763006U
CN208763006U CN201821023796.2U CN201821023796U CN208763006U CN 208763006 U CN208763006 U CN 208763006U CN 201821023796 U CN201821023796 U CN 201821023796U CN 208763006 U CN208763006 U CN 208763006U
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CN
China
Prior art keywords
support rod
cushion
guard bar
fixed bin
pile body
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Application number
CN201821023796.2U
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Chinese (zh)
Inventor
王宏力
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DALIAN LI HONG BUILDING MATERIALS Co Ltd
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DALIAN LI HONG BUILDING MATERIALS Co Ltd
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Priority to CN201821023796.2U priority Critical patent/CN208763006U/en
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Abstract

The utility model discloses a kind of high-intensitive shearing resistance tubular poles, including pile body, two sides are provided with guard bar inside the pile body, support rod is provided between guard bar described in two groups, described support rod one end is provided with fixed bin, and the fixed bin is internally provided with cavity, and told cavity inside is provided with link block, the support rod is connected through fixed bin inner wall with link block, and the link block side is provided with cushion.The utility model is by being provided with guard bar, support rod, fixed bin and cushion, support rod runs through fixed bin, it is connected with the link block inside fixed bin, internal cushion is provided with fixinig plate and spring, when pile body is sheared, the pressure being subject to is passed to guard bar by pile body, pressure is passed to support rod by guard bar, support rod is squeezed to fixed bin, link block inside fixed bin squeezes cushion, the spring of cushion and internal cushion is under pressure and generates deformation, can relieve stress, and improves the shearing resistance of tubular pole.

Description

A kind of high intensity shearing resistance tubular pole
Technical field
The utility model relates to pile tube technical field, in particular to a kind of high-intensitive shearing resistance tubular pole.
Background technique
Tubular pole refers generally to pretensioned prestressed concrete pipe pile, is generally used for industry and civil buildings, harbour, municipal administration, bridge Beam, road and rail, hydraulic engineering etc. have construction fastly, economy good to geological adaptability mainly as foundation material The features such as, existing tubular pole is since reasons in structure support force is stronger, but shearing resistance effect is weaker, holds when by biggish shearing Frangibility.
Therefore, it is necessary to solve the above problems to invent a kind of high-intensitive shearing resistance tubular pole.
Utility model content
The purpose of this utility model is to provide a kind of high-intensitive shearing resistance tubular poles, by being provided with guard bar, support rod, consolidating Determine box and cushion, guard bar is arranged in pile body inner wall, and guard bar side is provided with support rod, and support rod runs through fixed bin, with fixation Link block inside box is connected, and link block side is provided with cushion, and internal cushion is provided with fixinig plate and spring, favorably In when pile body is sheared, the pressure being subject to is passed to guard bar by pile body, and pressure is passed to support rod by guard bar, support rod to Fixed bin squeezes, the link block extruding cushion inside fixed bin, and the spring of cushion and internal cushion is under pressure and produces Raw deformation, can relieve stress, improve the shearing resistance of tubular pole, to solve the problems mentioned in the above background technology.
To achieve the above object, the utility model provides the following technical solutions: a kind of high intensity shearing resistance tubular pole, including stake Body, pile body inside two sides are provided with guard bar, support rod are provided between guard bar described in two groups, described support rod one end is set It is equipped with fixed bin, the fixed bin is internally provided with cavity, and told cavity inside is provided with link block, and the support rod is through solid To determine box inner wall to be connected with link block, the link block side is provided with cushion, and the internal cushion is provided with fixinig plate, The fixinig plate side is provided with spring.
Preferably, the pile body both ends are provided with pile end board, are provided with the first groove, institute at the top of the pile end board It states pile end board and is internally provided with filter screen, the filter screen is made of iron wire material.
Preferably, the pile body both ends are provided with pile end board, are provided with the first groove, institute at the top of the pile end board It states pile end board and is internally provided with filter screen, the filter screen is made of iron wire material.
Preferably, the cushion is made of rubber material, and the guard bar side is provided with friction pad, the friction pad by Rubber material is made.
Preferably, the junction of the connection sheet and pile body inner wall is provided with protection block, and the card slot is internally provided with slow Punching pad.
Preferably, the junction of the guard bar and support rod is provided with fixed block, and the fixed block is by aluminum alloy materials system At.
The technical effect and advantage of the utility model:
1, by being equipped with guard bar, support rod, fixed bin and cushion, guard bar setting is in pile body inner wall, the setting of guard bar side There is support rod, support rod runs through fixed bin inner wall, is connected with the link block inside fixed bin, link block side is provided with buffering Pad, internal cushion are provided with fixinig plate and spring, are conducive to when pile body is sheared, pile body passes to the pressure being subject to Pressure is passed to support rod by guard bar, guard bar, and support rod is squeezed to fixed bin, and the link block inside fixed bin squeezes cushion, The spring of cushion and internal cushion is under pressure and generates deformation, can relieve stress, and improves the shearing resistance of tubular pole;
2, by being equipped with pile end board, the first groove, filter screen, card slot and connection sheet, pile body both ends are provided with tubular pole End plate, pile end board top are provided with the first groove, and pile end board is internally provided with filter screen, and filter screen is beneficial to prevent when pipe When stake is embedded in coastal area, silt sprays inside tubular pole, influences construction speed, card slot and connection sheet are matched, be can be convenient Guard bar is placed inside pile body.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model.
Fig. 2 is the portion A local structural graph in Fig. 1 of the utility model.
Fig. 3 is the fixed bin and supporting bar structure cross-sectional view of the utility model.
In figure: 1 pile body, 2 guard bars, 3 support rods, 4 fixed bins, 5 cavitys, 6 link blocks, 7 cushions, 8 fixinig plates, 9 springs, 10 pile end boards, 11 first grooves, 12 filter screens, 13 card slots, 14 connection sheets, 15 friction pads, 16 protection blocks, 17 fixed blocks.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work Every other embodiment obtained, fall within the protection scope of the utility model.
The utility model provides one kind as shown in Figs. 1-3, including pile body 1, and the 1 inside two sides of pile body are provided with Guard bar 2 is provided with support rod 3 between guard bar 2 described in two groups, and described 3 one end of support rod is provided with fixed bin 4, the fixed bin 4 It is internally provided with cavity 5, told cavity 5 is internally provided with link block 6, and the support rod 3 runs through 4 inner wall of fixed bin and link block 6 are connected, and 6 side of link block is provided with cushion 7, and the cushion 7 is internally provided with fixinig plate 8, the fixinig plate 8 Side is provided with spring 9, and spring 9 can relieve stress.
Further, in the above-mentioned technical solutions, 1 both ends of pile body are provided with pile end board 10, the tubular pile end It is provided with the first groove 11 at the top of plate 10, the pile end board 10 is internally provided with filter screen 12, and the filter screen 12 is by iron wire Material is made, and the first groove 11 can be easily installed tubular pole;
Further, in the above-mentioned technical solutions, 2 side of guard bar is provided with card slot 13,1 inner wall of the pile body setting There is connection sheet 14, the card slot 13 is matched with connection sheet 14, can be convenient the placement guard bar 2 inside pile body 1;
Further, in the above-mentioned technical solutions, the cushion 7 is made of rubber material, 2 side of the guard bar setting There is friction pad 15, the friction pad 15 is made of rubber material, and cushion 7 can be used to relieve stress;
Further, in the above-mentioned technical solutions, the connection sheet 14 and the junction of 1 inner wall of pile body are provided with protection block 16, the card slot 13 is internally provided with cushion 7, and the firmness between connection sheet 14 and pile body 1 can be improved in protection block 16;
Further, in the above-mentioned technical solutions, the junction of the guard bar 2 and support rod 3 is provided with fixed block 17, institute It states fixed block 17 to be made of aluminum alloy materials, the firmness between guard bar 2 and support rod 3 can be improved in fixed block 17.
This practical working principle:
Referring to Figure of description 1 and Fig. 3, guard bar 2 is arranged in 1 inner wall of pile body, and 2 side of guard bar is provided with support rod 3, guard bar 2 are provided with fixed block 17 with the junction of support rod 3, and the firmness between guard bar 2 and support rod 3 can be improved in fixed block 17, Support rod 3 runs through 4 inner wall of fixed bin, is connected with the link block 6 inside fixed bin 4, and 6 side of link block is provided with cushion 7, Cushion 7 is internally provided with fixinig plate 8 and spring 9, and when pile body 1 is sheared, the pressure being subject to is passed to guard bar by pile body 1 2, pressure is passed to support rod 3 by guard bar 2, and support rod 3 is squeezed to the link block 6 inside fixed bin 4, inside fixed bin 4 Link block 6 squeeze cushion 7, the spring 9 inside cushion 7 and cushion 7 is under pressure and generates deformation, can alleviate pressure Power improves the shearing resistance of tubular pole;
Referring to Figure of description 1 and Fig. 2,1 both ends of pile body are provided with pile end board 10, are provided at the top of pile end board 10 First groove 11, the first groove 11 can be in order to be connected with tubular pole, and pile end board 10 is internally provided with filter screen 12, filter screen 12 can prevent when tubular pole is embedded in coastal area, and silt sprays inside tubular pole, influence construction speed, the setting of 2 side of guard bar There is card slot 13,1 inner wall of pile body is provided with connection sheet 14, and card slot 13 and connection sheet 14 match, can be convenient and put inside pile body 1 Set guard bar 2.
Finally, it should be noted that the above descriptions are merely preferred embodiments of the present invention, it is not limited to this Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art For, it is still possible to modify the technical solutions described in the foregoing embodiments, or to part of technical characteristic It is equivalently replaced, within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on, It should be included within the scope of protection of this utility model.

Claims (6)

1. a kind of high intensity shearing resistance tubular pole, including pile body (1), it is characterised in that: the internal two sides of the pile body (1) are provided with Guard bar (2) is provided with support rod (3) between guard bar described in two groups (2), and described support rod (3) one end is provided with fixed bin (4), The fixed bin (4) is internally provided with cavity (5), and told cavity (5) is internally provided with link block (6), and the support rod (3) is passed through It wears fixed bin (4) inner wall to be connected with link block (6), link block (6) side is provided with cushion (7), the cushion (7) it is internally provided with fixinig plate (8), fixinig plate (8) side is provided with spring (9).
2. a kind of high-intensitive shearing resistance tubular pole according to claim 1, it is characterised in that: pile body (1) both ends are all provided with It is equipped with pile end board (10), is provided with the first groove (11) at the top of the pile end board (10), the pile end board (10) is internal It is provided with filter screen (12), the filter screen (12) is made of iron wire material.
3. a kind of high-intensitive shearing resistance tubular pole according to claim 1, it is characterised in that: guard bar (2) the side setting Have card slot (13), pile body (1) inner wall is provided with connection sheet (14), and the card slot (13) matches with connection sheet (14).
4. a kind of high-intensitive shearing resistance tubular pole according to claim 1, it is characterised in that: the cushion (7) is by rubber Material is made, and guard bar (2) side is provided with friction pad (15), and the friction pad (15) is made of rubber material.
5. a kind of high-intensitive shearing resistance tubular pole according to claim 3, it is characterised in that: the connection sheet (14) and pile body (1) junction of inner wall is provided with protection block (16), and the card slot (13) is internally provided with cushion (7).
6. a kind of high-intensitive shearing resistance tubular pole according to claim 1, it is characterised in that: the guard bar (2) and support rod (3) junction is provided with fixed block (17), and the fixed block (17) is made of aluminum alloy materials.
CN201821023796.2U 2018-06-29 2018-06-29 A kind of high intensity shearing resistance tubular pole Active CN208763006U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821023796.2U CN208763006U (en) 2018-06-29 2018-06-29 A kind of high intensity shearing resistance tubular pole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821023796.2U CN208763006U (en) 2018-06-29 2018-06-29 A kind of high intensity shearing resistance tubular pole

Publications (1)

Publication Number Publication Date
CN208763006U true CN208763006U (en) 2019-04-19

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821023796.2U Active CN208763006U (en) 2018-06-29 2018-06-29 A kind of high intensity shearing resistance tubular pole

Country Status (1)

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CN (1) CN208763006U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110777835A (en) * 2019-10-31 2020-02-11 安徽省路港工程有限责任公司 Construction method of steel pipe pile supporting pile foundation bearing platform formwork system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110777835A (en) * 2019-10-31 2020-02-11 安徽省路港工程有限责任公司 Construction method of steel pipe pile supporting pile foundation bearing platform formwork system
CN110777835B (en) * 2019-10-31 2021-04-27 安徽省路港工程有限责任公司 Construction method of steel pipe pile supporting pile foundation bearing platform formwork system

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