CN216551913U - Pier pile foundation protection structure - Google Patents

Pier pile foundation protection structure Download PDF

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Publication number
CN216551913U
CN216551913U CN202123446836.9U CN202123446836U CN216551913U CN 216551913 U CN216551913 U CN 216551913U CN 202123446836 U CN202123446836 U CN 202123446836U CN 216551913 U CN216551913 U CN 216551913U
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China
Prior art keywords
pier
protection
pile foundation
foundation
protection structure
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CN202123446836.9U
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Chinese (zh)
Inventor
张晓旭
贺立新
钟长伟
陶权
张东
姬占领
龙柏全
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Sichuan Highway Planning Survey and Design Institute Ltd
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Sichuan Highway Planning Survey and Design Institute Ltd
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Priority to CN202123446836.9U priority Critical patent/CN216551913U/en
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Abstract

The utility model discloses a pier pile foundation protection structure, which comprises a pier pile foundation, wherein a protection cylinder is arranged at the periphery of the pier pile foundation, and a buffer layer is arranged between the protection cylinder and the pier pile foundation; the outer side of the protection cylinder is provided with a bulge, and the inner side of the protection cylinder is provided with a hollow part corresponding to the bulge. Can effectively reduce the abrasion and impact of water flow and sand to the pier pile foundation. Has the advantages of convenient disassembly and assembly, high strength, strong durability and the like.

Description

Pier pile foundation protection structure
Technical Field
The utility model belongs to the technical field of bridge construction, and particularly relates to a pier pile foundation protection structure.
Background
In most cases, rivers flowing through mountainous areas have the characteristics of rapid water flow, high sand content, stone inclusion and the like. The construction of the expressway inevitably spans mountains and rivers, and when pier foundations supporting a road surface are constructed in the river, the impact and abrasion of the river on the pier foundations are very serious. Generally, within two to three years, concrete on the surface layer of the pier pile foundation is abraded, so that reinforcing steel bars of the pier pile foundation are exposed and then corroded, and the safety of a bridge is seriously damaged.
In order to avoid abrasion of the pier pile foundation, a steel casing is usually coated on the outer surface of the pier pile foundation, so that the pier pile foundation is prevented from being directly corroded by running water and impacted by stones. For example, patent document No. CN213296040U discloses a crash pier and a hoisting device thereof. The steel protects a coaxial setting in the pier stud outside wherein, is provided with the buffer layer between steel protects a section of thick bamboo and the pier stud, and is provided with the concrete placement layer between buffer layer and the pier stud. The impact of the fluid on the pier foundation is counteracted through the buffer layer. But the surface of above-mentioned steel protects a section of thick bamboo is the face of cylinder, can't effectively reduce the impact of great boulder to the pier pile foundation, and the local damaged back of being not convenient for change.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a pier pile foundation protection structure which can effectively reduce the abrasion and impact of water flow and sand on the pier pile foundation.
The technical scheme adopted by the utility model for solving the technical problems is as follows: the pier pile foundation protection structure comprises a pier pile foundation, wherein a protection cylinder is arranged at the periphery of the pier pile foundation, and a buffer layer is arranged between the protection cylinder and the pier pile foundation; the outer side of the protection cylinder is provided with a bulge, and the inner side of the protection cylinder is provided with a hollow part corresponding to the bulge.
Furthermore, the bulges and the hollow parts are of annular structures which are coaxially arranged with the bridge pier pile foundation; the bulges of the annular structure are arranged in a plurality at intervals along the axial direction of the pier pile foundation.
Further, the protection cylinder comprises a first coating part and a second coating part which are arranged on the left and right sides, and the first coating part and the second coating part are detachably connected through a connecting structure.
Further, a plurality of protection cylinders are arranged, and are coaxially arranged; two adjacent protection cylinders are connected.
Further, the first covering parts of the upper and lower adjacent two protection cylinders are detachably connected through a first connecting piece, and the second covering parts of the upper and lower adjacent two protection cylinders are detachably connected through a second connecting piece.
Further, the first connecting piece comprises first connecting plates connected with the end parts of the first coating parts, and the first connecting plates of two adjacent first coating parts are detachably connected through first mounting bolts;
the second connecting piece comprises a second connecting plate connected with the end part of the second coating part, and the second connecting plates of two adjacent second coating parts are detachably connected through a second mounting bolt.
Further, the protection cylinder is made of steel.
Further, the buffer layer is a rubber product.
Compared with the prior art, the utility model has the beneficial effects that: the utility model provides a pier pile foundation protection structure which can effectively reduce abrasion and impact of water flow and sand on a pier pile foundation. Has the advantages of convenient disassembly and assembly, high strength, strong durability and the like.
Drawings
FIG. 1 is a schematic view of the mounting structure of the present invention;
fig. 2 is a schematic position diagram of a first coating part, a buffer layer and a pier foundation of the present invention;
fig. 3 is a schematic position diagram of a second coating part, a buffer layer and a pier foundation of the present invention;
FIG. 4 is a schematic cross-sectional view of the first and second wraps of the present invention;
FIG. 5 is a schematic view of the structure of the protrusions and hollows of the present invention;
reference numerals: 1-bridge pier foundation; 2-a protective cylinder; 201-bump; 202-hollow; 203-a first cladding; 204-a second cladding; 3-a buffer layer; 4-a first connection plate; 5-a second connecting plate.
Detailed Description
The utility model is further illustrated with reference to the following figures and examples.
As shown in the attached drawings, the pier pile protection structure comprises a pier pile 1, wherein a protection cylinder 2 is arranged on the periphery of the pier pile 1, and a buffer layer 3 is arranged between the protection cylinder 2 and the pier pile 1; the outer side of the protection cylinder 2 is provided with a bulge 201, and the inner side of the protection cylinder 2 is provided with a hollow part 202 corresponding to the bulge 201.
The buffer layer 3 fills the hollow portion 202. When water flow and sand impact the protective cylinder 2, the protective cylinder 2 can counteract partial abrasion and impact of the water flow and sand on the protective cylinder 2. Under extreme condition, when rivers, grit exceeded a definite value to the impact of protection section of thick bamboo 2, the arch 201 on the protection section of thick bamboo 2 is sunken in order to cushion the energy-absorbing, effectively reduces rivers, grit to the impact of pier pile foundation 1. Meanwhile, the deformation buffering energy absorption characteristic of the buffer layer 3 is fully utilized, the impact force is further dispersed and reduced, and the pier foundation 1 is further protected.
The protrusion 201 and the hollow part 202 have various structural forms, and preferably, the protrusion 201 and the hollow part 202 are both annular structures coaxially arranged with the pier foundation 1; the protrusions 201 of the annular structure are arranged in a plurality at intervals along the axial direction of the pier foundation 1. A plurality of protruding 201 forms crest trough structure, and rivers and grit are to ring diffusion under the effect of crest trough structure to the impact of pier pile foundation 1. Further reducing the impact of the fluid and the sand on the pier foundation 1.
In order to facilitate the installation of the protection tube 2, preferably, the protection tube 2 includes a first coating portion 203 and a second coating portion 204 arranged on the left and right, and the first coating portion 203 and the second coating portion 204 are detachably connected through a connecting structure. The first coating portion 203 and the second coating portion 204 are spliced to form the protective cylinder 2. The connecting structure can be a hoop, a bolt and the like.
As a further preference, the protection cylinder 2 is provided in plurality, and the protection cylinders 2 are arranged coaxially; two adjacent protection cylinders 2 are connected.
The ends of two adjacent protective cylinders 2 can be welded and fixed. In a preferred embodiment, the first coating portions 203 of two adjacent upper and lower protection cylinders 2 are detachably connected through a first connecting member, and the second coating portions 204 of two adjacent upper and lower protection cylinders 2 are detachably connected through a second connecting member.
The first connecting piece and the second connecting piece have various specific embodiments and can be of a snap structure, for example. Preferably, the first connecting piece comprises a first connecting plate 4 connected with the end part of the first coating part 203, and the first connecting plates 4 of two adjacent first coating parts 203 are detachably connected through a first mounting bolt; the second connecting piece comprises a second connecting plate 5 connected with the end part of the second coating part 204, and the second connecting plates 5 of two adjacent second coating parts 204 are detachably connected through a second mounting bolt. Adopt bolted connection's mode, have the connection stability, easy dismounting's advantage. As a preferred embodiment, a bolt connection mode is adopted, and the protection cylinder 2 is sleeved on the outer surface of the pier pile foundation 1, compared with the background art, the protection cylinder 2 is not connected with the pier pile foundation 1 in a curing mode, so that construction is convenient, and later maintenance, maintenance and local replacement are convenient.
The protective cylinder 2 can be made of alloy, and preferably, the protective cylinder 2 is made of steel. Preferably from galvanized steel.
Preferably, the cushion layer 3 is a rubber product.
The above is a specific embodiment of the present invention, and it can be seen from the implementation process that the present invention provides a pier pile foundation protection structure, which can effectively reduce the abrasion and impact of water flow and sand to the pier pile foundation. Has the advantages of convenient disassembly and assembly, high strength, strong durability and the like.

Claims (8)

1. The pier pile foundation protection structure comprises a pier pile foundation (1), wherein a protection cylinder (2) is arranged on the periphery of the pier pile foundation (1), and a buffer layer (3) is arranged between the protection cylinder (2) and the pier pile foundation (1); the method is characterized in that: the outer side of the protection cylinder (2) is provided with a bulge (201), and the inner side of the protection cylinder (2) is provided with a hollow part (202) corresponding to the bulge (201).
2. The pier foundation protection structure of claim 1, wherein: the bulges (201) and the hollow parts (202) are both of annular structures which are coaxially arranged with the pier foundation (1); the bulges (201) of the annular structure are arranged in a plurality at intervals along the axial direction of the pier pile foundation (1).
3. The pier foundation protection structure of claim 1, wherein: the protective barrel (2) comprises a first coating part (203) and a second coating part (204) which are arranged on the left and right sides, and the first coating part (203) is detachably connected with the second coating part (204) through a connecting structure.
4. The pier foundation protection structure of claim 3, wherein: the number of the protection cylinders (2) is multiple, and the protection cylinders (2) are coaxially arranged; two adjacent protection cylinders (2) are connected.
5. The pier foundation protection structure of claim 4, wherein: the first cladding parts (203) of the two vertically adjacent protective barrels (2) are detachably connected through first connecting pieces, and the second cladding parts (204) of the two vertically adjacent protective barrels (2) are detachably connected through second connecting pieces.
6. The pier foundation protection structure of claim 5, wherein: the first connecting piece comprises first connecting plates (4) connected with the end parts of the first coating parts (203), and the first connecting plates (4) of two adjacent first coating parts (203) are detachably connected through first mounting bolts;
the second connecting piece comprises a second connecting plate (5) connected with the end part of the second coating part (204), and the second connecting plates (5) of two adjacent second coating parts (204) are detachably connected through a second mounting bolt.
7. The pier foundation protection structure of claim 1, wherein: the protective cylinder (2) is made of steel.
8. The pier foundation protection structure of claim 1, wherein: the buffer layer (3) is a rubber product.
CN202123446836.9U 2021-12-28 2021-12-28 Pier pile foundation protection structure Active CN216551913U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202123446836.9U CN216551913U (en) 2021-12-28 2021-12-28 Pier pile foundation protection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202123446836.9U CN216551913U (en) 2021-12-28 2021-12-28 Pier pile foundation protection structure

Publications (1)

Publication Number Publication Date
CN216551913U true CN216551913U (en) 2022-05-17

Family

ID=81559685

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202123446836.9U Active CN216551913U (en) 2021-12-28 2021-12-28 Pier pile foundation protection structure

Country Status (1)

Country Link
CN (1) CN216551913U (en)

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