CN221441536U

CN221441536U - Slide-resistant pile structure of side slope anchor cable

Info

Publication number: CN221441536U
Application number: CN202420064945.9U
Authority: CN
Inventors: 吴晓燕; 闵强; 张继洲; 汪保; 刘华山
Original assignee: Hubei Dijian Zhengfa Construction Engineering Co ltd
Current assignee: Hubei Dijian Zhengfa Construction Engineering Co ltd
Priority date: 2024-01-11
Filing date: 2024-01-11
Publication date: 2024-07-30
Anticipated expiration: 2034-01-11

Abstract

The utility model relates to the technical field of anchor cable slide piles, in particular to a side slope anchor cable slide pile structure. The technical proposal comprises: the embedded section is formed by splicing an assembly column in a tail-end mode, an assembly component is arranged at the joint of the embedded section and the embedded section, the upper end of the embedded section is fixed with the bottom of the embedded section, anchor cable holes are formed in the embedded section, and a ground supporting plate is fixed on the embedded section through a fixing component. The utility model performs integral prefabrication of the anchor cable slide-resistant pile in an assembling mode, can splice the lengths of the anchor cable slide-resistant pile according to actual conditions, is convenient for transportation operation, and can reduce the risk of sinking by additionally installing the ground supporting plate which is propped against the ground.

Description

Slide-resistant pile structure of side slope anchor cable

Technical Field

The utility model relates to the technical field of anchor cable slide piles, in particular to a side slope anchor cable slide pile structure.

Background

Anchor cable slide piles are a ground reinforcement method for civil engineering, particularly in slope stabilization and slope support engineering, which are a special type of support structure for preventing soil or rock landslide, providing stability of the slope.

When carrying out the loading of anchor rope slide-resistant pile, need reduce the bottom pre-buried to below ground, and be located the rock layer, consequently, need carry out the anchor rope slide-resistant pile of different length according to different bed rock layer depths and select, when anchor rope slide-resistant pile length can't adjust, then reduced the commonality of anchor rope slide-resistant pile, and longer anchor rope slide-resistant pile also can have certain trouble in the transportation, and the anchor rope slide-resistant pile of upright structure does not have any support, some risks that exist great subsidence of long-time inserting ground.

Disclosure of utility model

The utility model aims to solve the problems in the background art and provides a side slope anchor cable slide-resistant pile structure.

The technical scheme of the utility model is as follows: the utility model provides a side slope anchor rope slide pile structure, includes extension section and pre-buried section, pre-buried section is by the concatenation of equipment post ending and is constituteed, and the junction is provided with assembly, pre-buried section upper end is fixed with extension section bottom, the anchor rope hole has been seted up on the extension section, be fixed with ground layer board through fixed subassembly on the extension section.

Preferably, the fixed subassembly includes spread groove and adaptation groove, the spread groove is seted up in the extension outside, the adaptation groove is seted up in the ground layer board outside, adaptation groove size and spread groove size looks adaptation, the ground layer board is located adaptation groove part and pegs graft in the spread groove, the locating hole has been seted up in spread groove upper end lateral wall four corners, ground layer board upper end and with locating hole corresponding position movable mounting have the locating piece, the locating piece upper end is pegged graft in the locating hole.

Preferably, a telescopic groove is formed in the ground supporting plate and corresponds to the positioning block, and a telescopic spring is fixed between the bottom of the positioning block and the side wall of the bottom of the telescopic groove.

Preferably, the assembly component comprises an assembly groove, an assembly block and an inserting plate, wherein the assembly groove is formed in the middle of the upper end of the assembly column, the assembly block is fixed at the bottom of the assembly column, the assembly block is inserted into the assembly groove, a through hole is formed in the center of the assembly block, an assembly hole is formed in the side wall of the assembly groove, and the inserting plate penetrates through the assembly hole and the through hole.

Preferably, the four corners of the upper end of the assembly column are fixedly provided with extension thread columns, the bottom of the assembly column is provided with connecting holes corresponding to the extension thread columns, and the side walls of the connecting holes are provided with grouting holes.

Compared with the prior art, the utility model has the following beneficial technical effects: the anchor cable slide-resistant pile is integrally prefabricated in an assembling mode, the length of the anchor cable slide-resistant pile can be spliced according to actual conditions, transportation operation is facilitated, and meanwhile, the ground supporting plate which is propped against the ground is additionally arranged, so that the sinking risk can be reduced.

Drawings

FIG. 1 is a schematic view of the overall assembly structure of the present utility model;

FIG. 2 is a schematic view of the front appearance structure of the present utility model;

FIG. 3 is a schematic view of the bottom structure of the assembled column of the present utility model;

fig. 4 is a schematic side sectional view of an epitaxial section of the present utility model.

Reference numerals: 1. an epitaxial section; 11. anchor cable holes; 12. an outer groove; 13. positioning holes; 2. embedding the segments; 3. assembling a column; 31. an assembly groove; 32. a fitting hole; 33. inserting plate; 34. a mounting block; 35. perforating; 36. an epitaxial threaded column; 37. a connection hole; 38. grouting holes; 4. a ground pallet; 41. a positioning block; 42. a telescopic slot; 43. a telescopic spring; 44. and an adaptation groove.

Detailed Description

The technical scheme of the utility model is further described below with reference to the attached drawings and specific embodiments.

Examples

As shown in fig. 1-4, the slide-resistant pile structure for the anchor cable of the side slope provided by the utility model comprises an extension section 1 and a pre-buried section 2, wherein the pre-buried section 2 is formed by splicing an assembly column 3 in a tail-end manner, an assembly component is arranged at the joint, the upper end of the pre-buried section 2 is fixed with the bottom of the extension section 1, an anchor cable hole 11 is formed in the extension section 1, and a ground supporting plate 4 is fixed on the extension section 1 through a fixing component.

The fixed subassembly includes outside groove 12 and adaptation groove 44, outside groove 12 is seted up in the extension section 1 outside, the adaptation groove 44 is seted up in the ground layer board 4 outside, adaptation groove 44 size and outside groove 12 size looks adaptation, ground layer board 4 is located adaptation groove 44 part grafting in outside groove 12, locating hole 13 has been seted up in outside groove 12 upper end lateral wall four corners, locating piece 41 has been installed to ground layer board 4 upper end and the position corresponding to locating hole 13 movable mounting, locating piece 41 upper end grafting is in locating hole 13, flexible groove 42 has been seted up in ground layer board 4 and the position corresponding to locating piece 41, be fixed with expansion spring 43 between locating piece 41 bottom and the flexible groove 42 bottom lateral wall.

The assembly component comprises an assembly groove 31, an assembly block 34 and an inserting plate 33, wherein the assembly groove 31 is formed in the middle of the upper end of the assembly column 3, the assembly block 34 is fixed at the bottom of the assembly column 3, the assembly block 34 is inserted into the assembly groove 31, a through hole 35 is formed in the center of the assembly block 34, an assembly hole 32 is formed in the side wall of the assembly groove 31, the inserting plate 33 penetrates through the assembly hole 32 and the through hole 35, extension thread columns 36 are fixed at four corners of the upper end of the assembly column 3, connecting holes 37 are formed in the bottom of the assembly column 3 and correspond to the extension thread columns 36, and grouting holes 38 are formed in the side wall of the connecting holes 37.

In this embodiment, the assembly columns 3 are stacked up and down, and the assembly blocks 34 at the bottom are inserted into the assembly grooves 31, so that the perforations 35 are aligned with the assembly holes 32, then the insertion plate 33 is inserted into the assembly holes 32 and the perforations 35, the assembly is completed, in this process, the extension threaded columns 36 are inserted into the connection holes 37, the mortar is solidified in the connection holes 37 by injecting the mortar into the grouting holes 38, the purpose of fixing the adjacent assembly columns 3 is achieved, the complete embedded section 2 is formed, the slope anchor cable slide-resistant pile with a certain length can be assembled freely according to practical conditions, and the shorter extension sections 1 and the assembly columns 3 are transported only when being transported, so that the operation is more convenient, meanwhile, when the embedding is carried out, the position of the outer edge grooves 12 is ensured to be aligned with the ground, at this time, the adaptation grooves 44 on the ground pallet 4 can be partially inserted into the outer edge grooves 12, and after the complete insertion, the positioning holes 13 are ejected by the extension springs 43, the fixation of the ground 4 is achieved, the contact area between the ground positioning blocks 4 and the ground is reduced by the large risk of sedimentation.

The above-described embodiments are merely a few preferred embodiments of the present utility model, and many alternative modifications and combinations of the above-described embodiments will be apparent to those skilled in the art based on the technical solutions of the present utility model and the related teachings of the above-described embodiments.

Claims

1. The utility model provides a side slope anchor rope slide pile structure, includes epitaxial section (1) and pre-buried section (2), its characterized in that: the embedded section (2) is formed by assembling posts (3) in a tail-end splicing mode, an assembling component is arranged at the joint of the embedded section (2), the upper end of the embedded section (2) is fixed with the bottom of the extension section (1), anchor cable holes (11) are formed in the extension section (1), and a ground supporting plate (4) is fixed on the extension section (1) through the fixing component.

2. The side slope anchor cable slide-resistant pile structure according to claim 1, wherein the fixing component comprises an outer groove (12) and an adapting groove (44), the outer groove (12) is formed in the outer side of the extension section (1), the adapting groove (44) is formed in the outer side of the ground supporting plate (4), the adapting groove (44) is matched with the outer groove (12) in size, the ground supporting plate (4) is located in the adapting groove (44) and is partially inserted into the outer groove (12), positioning holes (13) are formed in four corners of the side wall of the upper end of the outer groove (12), positioning blocks (41) are movably mounted at positions corresponding to the positioning holes (13), and the upper ends of the positioning blocks (41) are inserted into the positioning holes (13).

3. The slide pile structure of the side slope anchor cable according to claim 2, wherein a telescopic groove (42) is formed in the ground supporting plate (4) and corresponds to the positioning block (41), and a telescopic spring (43) is fixed between the bottom of the positioning block (41) and the side wall of the bottom of the telescopic groove (42).

4. The side slope anchor cable slide-resistant pile structure according to claim 1, characterized in that the assembly component comprises an assembly groove (31), an assembly block (34) and a plugboard (33), the assembly groove (31) is formed in the middle of the upper end of the assembly column (3), the assembly block (34) is fixed at the bottom of the assembly column (3), the assembly block (34) is inserted into the assembly groove (31), a through hole (35) is formed in the center of the assembly block (34), an assembly hole (32) is formed in the side wall of the assembly groove (31), and the plugboard (33) penetrates through the assembly hole (32) and the through hole (35).

5. The slide-resistant pile structure for the side slope anchor cable according to claim 4, wherein extension threaded columns (36) are fixed at four corners of the upper end of the assembly column (3), connecting holes (37) are formed in the bottoms of the assembly column (3) and correspond to the extension threaded columns (36), and grouting holes (38) are formed in the side walls of the connecting holes (37).