CN216586581U

CN216586581U - Anchor cable arrangement structure of steel sheet pile slope protection area

Info

Publication number: CN216586581U
Application number: CN202123325606.7U
Authority: CN
Inventors: 邓景生
Original assignee: Guangdong Zhongdu Construction Group Co ltd
Current assignee: Guangdong Zhongdu Construction Group Co ltd
Priority date: 2021-12-25
Filing date: 2021-12-25
Publication date: 2022-05-24
Anticipated expiration: 2031-12-25

Abstract

The application discloses anchor rope arrangement structure in steel sheet pile slope protection region relates to steel sheet pile reinforcement technical field, improves when some steel sheet piles now consolidate, and the comparatively loaded down with trivial details problem of connecting plate installation, including evenly setting up a plurality of steel sheet piles in the foundation ditch, one side of steel sheet pile is provided with the connecting plate, first spout and second spout have been seted up respectively to the inside of connecting plate, the inside sliding connection of first spout has first spacing fixture block, the inside sliding connection of second spout has the spacing fixture block of second, the fixed first reset spring that is provided with between first spacing fixture block and the spacing fixture block of second. First spacing fixture block of first extrusion and the spacing fixture block of second can be earlier put into to this application, later with the spacing fixture block of first spacing fixture block and second put into the inside of steel sheet pile and loosen first spacing fixture block and the spacing fixture block of second, first spacing fixture block and the spacing fixture block of second and draw-in groove reciprocal anchorage under first reset spring's effect to make steel sheet pile and connecting plate fixed connection.

Description

Anchor cable arrangement structure of steel sheet pile slope protection area

Technical Field

The application relates to the field of steel sheet pile reinforcement, in particular to an anchor cable arrangement structure of a steel sheet pile slope protection area.

Background

The steel sheet piles have various specifications and types, are mutually occluded to have certain tightness, can be used as a waterproof curtain and are used in a plurality of foundation pit projects, but can only be used for the foundation pit projects with shallow foundation pit depths and buildings without sensitivity in the surrounding environment of the foundation pits generally, and in order to improve the application range of the steel sheet pile supporting structure, more and more foundation pit projects adopt the steel sheet piles and the anchor cables to jointly form a reinforcing structure.

In realizing this application process, the inventor finds that there is following problem at least in this technique, and when current some steel sheet piles were consolidated, the connecting plate installation was comparatively loaded down with trivial details, leads to the reduction of efficiency of construction, consequently, proposes the regional anchor rope arrangement structure of steel sheet pile bank protection now.

SUMMERY OF THE UTILITY MODEL

When reinforcing in order to improve some current steel sheet piles, the comparatively loaded down with trivial details problem of connecting plate installation, this application provides the anchor rope arrangement structure in steel sheet pile bank protection region.

The application provides anchor rope arrangement structure in steel sheet pile bank protection region adopts following technical scheme:

an anchor cable arrangement structure of a steel sheet pile slope protection area comprises a plurality of steel sheet piles uniformly arranged in a foundation pit, wherein a connecting plate is arranged on one side of each steel sheet pile, a first sliding groove and a second sliding groove are respectively formed in the connecting plate, a first limiting clamping block is connected to the inside of the first sliding groove in a sliding mode, a second limiting clamping block is connected to the inside of the second sliding groove in a sliding mode, a first reset spring is fixedly arranged between the first limiting clamping block and the second limiting clamping block, a limiting clamping groove is formed in the inside of each steel sheet pile, and the first limiting clamping block and the second limiting clamping block are matched with the clamping groove;

the steel sheet pile connecting structure is characterized in that a plurality of anchor cables are arranged inside the connecting plate and penetrate through the inside of the steel sheet pile, an anchorage device is arranged on one side, close to the connecting plate, of each anchor cable, and a protective cover is arranged on one side, located on the anchorage device, of the outer surface of the connecting plate.

Through adopting above-mentioned technical scheme, when the installation connecting plate, can extrude first spacing fixture block and the spacing fixture block of second earlier, later with the inside of putting into the steel sheet pile of the spacing fixture block of first spacing fixture block and second loosen first spacing fixture block and the spacing fixture block of second, first spacing fixture block and the spacing fixture block of second and draw-in groove reciprocal anchorage under first reset spring's effect to make steel sheet pile and connecting plate fixed connection.

Optionally, the outer surface of the steel sheet pile is provided with an anticorrosive coating.

By adopting the technical scheme, the anticorrosive coating is the epoxy phenolic paint layer, and the epoxy phenolic paint has good adhesive force, flexibility, wear resistance and excellent anticorrosive performance.

Optionally, a second limiting spring is fixedly mounted inside the connecting plate, a moving block is fixedly mounted on one side of the second limiting spring, a limiting rod penetrates through the moving block, a limiting groove is formed in the protective cover, and the limiting groove is matched with the limiting rod.

Through adopting above-mentioned technical scheme, when the visor needs to be opened, can pull the gag lever post, the gag lever post drives the movable block and extrudees the spacing spring of second, and gag lever post and spacing groove looks alternate segregation have simultaneously realized the quick dismantlement of visor, have improved the efficiency of construction.

Optionally, the fixed piles on both sides of the moving block are provided with third sliding blocks, and third sliding grooves matched with the third sliding blocks are formed in the connecting plate.

Through adopting above-mentioned technical scheme, the third slider and the position of third spout limitable movable block make the more steady that the movable block removed simultaneously.

Optionally, a through groove is formed in the connecting plate, and the limiting rod penetrates through the through groove and is fixedly provided with a pull ring.

Through adopting above-mentioned technical scheme, the pull ring can make things convenient for the staff to stimulate the gag lever post.

Optionally, the outer surface of the connecting plate is provided with a waterproof layer.

Through adopting above-mentioned technical scheme, the waterproof performance of waterproof layer multiplicable connecting plate increases the life of connecting plate.

Optionally, the waterproof layer includes a waterproof board, one side of the waterproof board is fixedly connected with the connecting plate, and one side of the waterproof board, which is far away from the connecting plate, is provided with a hydrophobic layer.

By adopting the technical scheme, the hydrophobic layer is formed by coating the hydrophobic material, and the hydrophobic material is an aqueous solution taking silane and siloxane as main raw materials, so that the waterproof effect is excellent.

In summary, the present application has the following beneficial effects:

1. when the connecting plate is installed, the first limiting fixture block and the second limiting fixture block can be firstly extruded, then the first limiting fixture block and the second limiting fixture block are placed into the steel sheet pile to loosen the first limiting fixture block and the second limiting fixture block, and the first limiting fixture block, the second limiting fixture block and the clamping groove are mutually fixed under the action of the first reset spring, so that the steel sheet pile is fixedly connected with the connecting plate;

2. this application can pull the gag lever post when the visor is opened to needs, and the gag lever post drives the movable block and extrudees the spacing spring of second, and gag lever post and spacing groove looks alternate segregation have realized the quick dismantlement of visor simultaneously, have improved the efficiency of construction.

Drawings

FIG. 1 is a schematic top cross-sectional view of the present application;

FIG. 2 is a schematic view of the waterproof layer cross-section structure of the present application;

fig. 3 is an enlarged schematic view of a portion a in fig. 1 of the present application.

Description of reference numerals:

1. steel sheet piles; 2. a connecting plate; 3. a first chute; 4. a second chute; 5. a first limiting clamping block; 6. a second limiting clamping block; 7. a first return spring; 8. an anchor cable; 9. an anchorage device; 10. a protective cover; 11. an anticorrosive layer; 12. a second limit spring; 13. a moving block; 14. a limiting rod; 15. a third slider; 16. a third chute; 17. a pull ring; 18. a waterproof layer; 1801. a waterproof sheet; 1802. a hydrophobic layer.

Detailed Description

The present application is described in further detail below with reference to figures 1-3.

Referring to fig. 1, the anchor cable arrangement structure in the steel sheet pile slope protection area includes a plurality of steel sheet piles 1 evenly arranged in a foundation pit, a connecting plate 2 is arranged on one side of each steel sheet pile 1, an anti-corrosion layer 11 is arranged on the outer surface of each steel sheet pile 1, the anti-corrosion layer 11 is an epoxy phenolic paint layer, and the epoxy phenolic paint has good adhesive force, flexibility, wear resistance and excellent anti-corrosion performance.

Referring to fig. 1 and 2, a waterproof layer 18 is arranged on the outer surface of the connecting plate 2, the waterproof layer 18 includes a waterproof plate 1801, one side of the waterproof plate 1801 is fixedly connected with the connecting plate 2, a hydrophobic layer 1802 is arranged on the side of the waterproof plate 1801 far away from the connecting plate 2, the hydrophobic layer 1802 is formed by coating a hydrophobic material, the hydrophobic material is an aqueous solution with silane and siloxane as main raw materials, and the waterproof effect is excellent.

Referring to fig. 1, a first chute 3 and a second chute 4 are respectively formed in a connecting plate 2, a first limiting clamping block 5 is slidably connected to the inside of the first chute 3, one end, away from the first chute 3, of the first limiting clamping block 5 extends out of the first chute 3, a second limiting clamping block 6 is slidably connected to the inside of the second chute 4, one end, away from the second chute 4, of the second limiting clamping block 6 extends out of the second chute 4, a first reset spring 7 is fixedly arranged between the first limiting clamping block 5 and the second limiting clamping block 6, a limiting clamping groove is formed in a steel sheet pile 1, and the first limiting clamping block 5 and the second limiting clamping block 6 are both adapted to the limiting clamping groove.

Referring to fig. 1, a plurality of anchor cables 8 are arranged inside a connecting plate 2, the anchor cables 8 penetrate through the inside of a steel sheet pile 1, an anchorage device 9 is arranged on one side, close to the connecting plate 2, of each anchor cable 8, a protective cover 10 is arranged on one side, located on one side of each anchorage device 9, of the outer surface of the connecting plate 2, the protective cover 10 can protect the inside anchorage devices 9 and the anchor cables 8, and the service lives of the anchorage devices 9 and the anchor cables 8 are prolonged.

Referring to fig. 1 and 3, the connecting plate 2 is provided with two slots into which two opposite end portions of the protective cover 10 are inserted, a second limiting spring 12 is fixedly installed inside the connecting plate 2, a moving block 13 is fixedly installed on one side of the second limiting spring 12, third sliding blocks 15 are fixedly installed on two sides of the moving block 13, third sliding grooves 16 matched with the third sliding blocks 15 are formed inside the connecting plate 2, and the third sliding blocks 15 and the third sliding grooves 16 can limit the positions of the moving block 13, so that the moving block 13 can move more stably.

Referring to fig. 1 and 3, a limiting rod 14 is fixedly arranged inside the moving block 13 in a penetrating manner, a limiting groove is formed inside the protective cover 10 and is matched with the limiting rod 14, a through groove is formed inside the connecting plate 2, the limiting rod 14 penetrates into the through groove and is fixedly provided with a pull ring 17, and the pull ring 17 can facilitate a worker to pull the limiting rod 14.

The implementation principle of the application is as follows: when erection joint board 2, can extrude first spacing fixture block 5 and the spacing fixture block 6 of second, first spacing fixture block 5 and the spacing fixture block 6 of second extrude first reset spring 7 under the cooperation of first spout 3, second spout 4, later loosen first spacing fixture block 5 and the spacing fixture block 6 of second, first spacing fixture block 5 and the spacing fixture block 6 of second and draw-in groove reciprocal anchorage under first reset spring 7's effect to make steel sheet pile 1 and connecting plate 2 fixed connection.

The above are preferred embodiments of the present application, and the scope of protection of the present application is not limited thereto, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. Anchor rope arrangement structure in steel sheet pile bank protection region is including evenly setting up a plurality of steel sheet piles (1) in the foundation ditch, its characterized in that: a connecting plate (2) is arranged on one side of the steel sheet pile (1), a first sliding groove (3) and a second sliding groove (4) are respectively formed in the connecting plate (2), a first limiting clamping block (5) is slidably connected to the inside of the first sliding groove (3), a second limiting clamping block (6) is slidably connected to the inside of the second sliding groove (4), a first reset spring (7) is fixedly arranged between the first limiting clamping block (5) and the second limiting clamping block (6), a limiting clamping groove is formed in the steel sheet pile (1), and the first limiting clamping block (5) and the second limiting clamping block (6) are matched with the clamping groove;

the steel sheet pile is characterized in that a plurality of anchor cables (8) are arranged inside the connecting plate (2), the anchor cables (8) penetrate through the inside of the steel sheet pile (1), an anchorage device (9) is arranged on one side, close to the connecting plate (2), of each anchor cable (8), and a protective cover (10) is arranged on one side, located on the anchorage device (9), of the outer surface of the connecting plate (2).

2. The anchor cable arrangement structure of a steel sheet pile slope protection area according to claim 1, wherein: and an anticorrosive layer (11) is arranged on the outer surface of the steel sheet pile (1).

3. The anchor cable arrangement structure of a steel sheet pile slope protection area according to claim 1, wherein: a second limiting spring (12) is fixedly mounted inside the connecting plate (2), a moving block (13) is fixedly mounted on one side of the second limiting spring (12), a limiting rod (14) is fixedly arranged inside the moving block (13) in a penetrating mode, a limiting groove is formed inside the protective cover (10), and the limiting groove is matched with the limiting rod (14).

4. The anchor cable arrangement structure of a steel sheet pile slope protection area according to claim 3, wherein: and the two sides of the moving block (13) are both fixedly provided with third sliding blocks (15), and third sliding grooves (16) matched with the third sliding blocks (15) are formed in the connecting plate (2).

5. The anchor cable arrangement structure of a steel sheet pile slope protection area according to claim 3, wherein: a through groove is formed in the connecting plate (2), and the limiting rod (14) penetrates through the through groove and is fixedly provided with a pull ring (17).

6. The anchor cable arrangement structure of a steel sheet pile slope protection area according to claim 1, wherein: and a waterproof layer (18) is arranged on the outer surface of the connecting plate (2).

7. The anchor cable arrangement structure of a steel sheet pile slope protection area according to claim 6, wherein: the waterproof layer (18) comprises a waterproof plate (1801), one side of the waterproof plate (1801) is fixedly connected with the connecting plate (2), and one side, far away from the connecting plate (2), of the waterproof plate (1801) is provided with a hydrophobic layer (1802).