CN218322801U

CN218322801U - Rock soil slope reinforcing mechanism

Info

Publication number: CN218322801U
Application number: CN202222365893.2U
Authority: CN
Inventors: 赵楠
Original assignee: Yili Qinghua Energy Development Co ltd
Current assignee: Yili Qinghua Energy Development Co ltd
Priority date: 2022-09-06
Filing date: 2022-09-06
Publication date: 2023-01-17
Anticipated expiration: 2032-09-06

Abstract

The utility model discloses a ground side slope strengthening mechanism, including the side slope soil body, the anchor eye that the equidistance was arranged is seted up to the inside of the side slope soil body, every the inside of anchor eye all overlaps and is equipped with the stock subassembly, the dense mesh protection network has been laid to the upper surface of the side slope soil body, the net roof beam has been laid to the upper surface of dense mesh protection network, the inside packing of anchor eye has the concrete grout, the mounting hole has been seted up to the cross section of net roof beam. This ground slope strengthening mechanism, cooperation through anchor eye and stock subassembly is fixed the net roof beam, the net roof beam protects the side slope, increase dense mesh protection network in the bottom of net roof beam, the net roof beam compresses tightly the dense mesh protection network fixedly, utilize the cooperation of dense mesh protection network and net roof beam, can protect the net vacancy on the net roof beam, plant the afforestation grass that has solid soil type in the net vacancy, can further consolidate the side slope, the defect that the net roof beam was consolidated to the side slope has been solved, improve side slope protecting effect.

Description

Rock soil slope strengthening mechanism

Technical Field

The utility model relates to a ground slope reinforcement technical field, in particular to ground slope strengthening mechanism.

Background

In civil engineering, parts related to rock, soil, underground and water are called geotechnical engineering, along with the prosperity and development of economy of China, various constructional engineering is pulled up like bamboo shoots in spring after rain, the seats, the water reservoir, the glistening Pond and the multi-span high-rise scale-order Czochralski ratio, and in various civil engineering, the geotechnical engineering plays a very important role, and is based on the theory of soil mechanics, rock mechanics and engineering geology, and systematic work is carried out by comprehensively reforming and utilizing rock-soil bodies by using various exploration testing technologies;

the slope management is a disaster prevention project with complex technology and difficult construction, in recent years, with the rapid development of highway construction and the increasing of large key engineering projects, the slope management is more and more prominent, and a retrieval Chinese patent No. CN211922653U discloses a rock-soil slope reinforcing structure which protects a slope through a lattice beam, but the gap of the lattice beam is exposed for a long time, so that water and soil loss is easy to occur to cause the slope to sink, and therefore, the rock-soil slope reinforcing mechanism is provided.

SUMMERY OF THE UTILITY MODEL

In view of this, the embodiment of the present invention is intended to provide a rock-soil slope reinforcement mechanism to solve or alleviate the technical problems existing in the prior art, and at least provide a useful choice.

The embodiment of the utility model provides a technical scheme is so realized: the utility model provides a ground side slope strengthening mechanism, includes the side slope soil body, the anchor eye that the equidistance was arranged is seted up to the inside of side slope soil body, every the inside of anchor eye all is equipped with the stock subassembly, the density mesh protection network has been laid to the upper surface of side slope soil body, the net roof beam has been laid to the upper surface of density mesh protection network, the inside packing of anchor eye has the concrete grout, the mounting hole has been seted up, every to the cross section of net roof beam the top of stock subassembly all runs through the mounting hole and extends to the top of net roof beam, plant the bank protection grass in the net of net roof beam.

In some embodiments, an L-shaped retaining wall is disposed on the left side of the slope soil body, and two lifting lugs are fixedly connected to the top end of the L-shaped retaining wall.

In some embodiments, a drainage channel is formed in the upper surface of the side slope soil body, a protective guard is fixedly mounted on the upper surface of the side slope soil body, and a protection plate is fixedly mounted inside the protective guard.

In some embodiments, a plurality of connecting cutting sleeves are fixedly arranged on one side surface of the grid beam.

In some embodiments, the anchor rod assembly comprises a sleeve, a loop bar, a limiting ring, a mounting nut, an anchoring piece and a pressing ball, the loop bar is sleeved inside the sleeve, the pressing ball is fixedly connected to the bottom end of the loop bar, the anchoring piece is fixedly mounted at the bottom end of the sleeve, and the limiting ring and the mounting nut are both sleeved on the outer surface of the loop bar.

In some embodiments, the outer surface of the top end of the loop bar is threaded, and the loop bar is in threaded connection with the mounting nut.

The embodiment of the utility model provides a owing to adopt above technical scheme, it has following advantage:

the utility model discloses a cooperation of anchor eye and stock subassembly is fixed the net roof beam, the net roof beam protects the side slope, increase dense mesh protection network in the bottom of net roof beam, the net roof beam compresses tightly the fixed to dense mesh protection network, utilize the cooperation of dense mesh protection network and net roof beam, can protect the net vacancy on the net roof beam, plant the afforestation grass that has solid soil class in the net vacancy, can further consolidate the side slope, net roof beam has been solved to the defect that the side slope was consolidated, improve side slope protecting effect.

The foregoing summary is provided for the purpose of description only and is not intended to be limiting in any way. In addition to the illustrative aspects, embodiments, and features described above, further aspects, embodiments, and features of the present invention will be readily apparent by reference to the drawings and following detailed description.

Drawings

In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings used in the embodiments or technical descriptions will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present application, and other drawings can be obtained by those skilled in the art without creative efforts.

Fig. 1 is a schematic perspective view of the present invention;

fig. 2 is a plan view of the grid beam of the present invention;

fig. 3 is a front view of the anchor rod assembly of the present invention.

Reference numerals are as follows: 1. a slope soil body; 2. an anchor assembly; 201. a sleeve; 202. a loop bar; 203. a limiting ring; 204. mounting a nut; 205. an anchor tab; 206. pressing the ball; 3. an anchor eye; 4. a water discharge tank; 5. a protection plate; 6. protecting the fence; 7. a dense mesh protective net; 8. a grid beam; 9. lifting lugs; 10. a retaining wall; 11. mounting holes; 12. and (4) connecting the clamping sleeve.

Detailed Description

In the following, only certain exemplary embodiments are briefly described. As those skilled in the art will recognize, the described embodiments may be modified in various different ways, all without departing from the spirit or scope of the present invention. Accordingly, the drawings and description are to be regarded as illustrative in nature, and not as restrictive.

Embodiments of the present invention will be described in detail below with reference to the accompanying drawings.

As shown in fig. 1-3, the embodiment of the utility model provides a ground side slope strengthening mechanism, including the side slope soil body 1, the anchor eye 3 that the equidistance was arranged is seted up to the inside of side slope soil body 1, the inside of every anchor eye 3 all is equipped with stock subassembly 2, dense mesh protection network 7 has been laid to the upper surface of side slope soil body 1, net roof beam 8 has been laid to the upper surface of dense mesh protection network 7, the inside packing of anchor eye 3 has the concrete thick liquid, mounting hole 11 has been seted up to the cross section of net roof beam 8, mounting hole 11 and the top that extends to net roof beam 8 are all run through on the top of every stock subassembly 2, the slope protection grass has been planted in net roof beam 8's net.

In one embodiment, the left side surface of the side slope soil body 1 is provided with an L-shaped retaining wall 10, the top end of the L-shaped retaining wall 10 is fixedly connected with two lifting lugs 9, and the L-shaped retaining wall 10 is arranged at the bottom of the side slope soil body 1, so that the falling rocks are conveniently protected, and meanwhile, the effect of draining the bottom of the side slope can be achieved.

In one embodiment, the upper surface of the side slope soil body 1 is provided with the water drainage grooves 4, the upper surface of the side slope soil body 1 is fixedly provided with the protective guard 6, the protective guard 6 is fixedly provided inside the protective guard 5, and the water drainage grooves 4 are arranged at the top of the side slope soil body 1, so that the top of the side slope soil body 1 is conveniently drained, and the erosion of rainwater to the side slope soil body 1 is reduced.

In one embodiment, a plurality of connecting cutting sleeves 12 are fixedly mounted on one side surface of the grid beam 8, and the plurality of grid beams 8 can be conveniently mounted and spliced through the connecting cutting sleeves 12.

In one embodiment, the anchor rod assembly 2 includes a sleeve 201, a sleeve 202, a limiting ring 203, a mounting nut 204, an anchoring sheet 205 and a pressing ball 206, the sleeve 202 is sleeved inside the sleeve 201, the pressing ball 206 is fixedly connected to the bottom end of the sleeve 202, the anchoring sheet 205 is fixedly mounted at the bottom end of the sleeve 201, and both the limiting ring 203 and the mounting nut 204 are sleeved on the outer surface of the sleeve 202, so as to achieve a good anchoring effect.

In one embodiment, the outer surface of the top end of the sleeve rod 202 is threaded, and the sleeve rod 202 is in threaded connection with the mounting nut 204, so that the grid beam 8 can be conveniently mounted and fixed.

The utility model discloses at the during operation: firstly, the slope of a slope soil body 1 is trimmed, anchor holes 3 are obliquely excavated on the slope, an anchor rod assembly 2 is placed inside the anchor holes 3, then concrete mortar is poured into the anchor holes 3, the anchor rod assembly 2 is fixed in the anchor holes 3, a fine mesh protective net 7 is laid on the slope, grid beams 8 are pressed on the fine mesh protective net 7, the top end of the anchor rod assembly 2 penetrates through a mounting hole 11, a limiting ring 203 and a mounting nut 204 are sleeved on a loop bar 202 on the anchor rod assembly 2, the mounting nut 204 is screwed, the fine mesh protective net 7 and the grid beams 8 are fixed, water drainage grooves 4 are formed in the top of the slope soil body 1, water at the top of the slope soil body 1 can be conveniently drained, and the slope is prevented from being washed.

The above description is only for the specific embodiments of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art can easily think of various changes or substitutions within the technical scope of the present invention, and these should be covered by the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.

Claims

1. The utility model provides a ground side slope strengthening mechanism which characterized in that: including the side slope soil body (1), anchor eye (3) that the equidistance was arranged are seted up to the inside of side slope soil body (1), every anchor eye (3) inside all is equipped with stock subassembly (2), dense mesh protection network (7) have been laid to the upper surface of side slope soil body (1), net roof beam (8) have been laid to the upper surface of dense mesh protection network (7), the inside packing of anchor eye (3) has the concrete thick liquid, mounting hole (11), every have been seted up to the cross section of net roof beam (8) the top of stock subassembly (2) all runs through mounting hole (11) and extends to the top of net roof beam (8), the planting has the bank protection grass in the net of net roof beam (8).

2. The geotechnical slope reinforcement mechanism according to claim 1, wherein: the side slope soil body (1) left surface is provided with L type retaining wall (10), the top fixedly connected with two lugs (9) of L type retaining wall (10).

3. The geotechnical slope reinforcement mechanism according to claim 1, characterized in that: drainage tank (4) have been seted up to the upper surface of the side slope soil body (1), the last fixed surface of the side slope soil body (1) installs rail guard (6), the inside fixed mounting of rail guard (6) has guard plate (5).

4. The geotechnical slope reinforcement mechanism according to claim 1, characterized in that: and a plurality of connecting clamping sleeves (12) are fixedly arranged on one side surface of the grid beam (8).

5. The geotechnical slope reinforcement mechanism according to claim 1, wherein: the anchor rod assembly (2) comprises a sleeve (201), a loop bar (202), a limiting ring (203), a mounting nut (204), an anchoring piece (205) and a pressing ball (206), the loop bar (202) is sleeved inside the sleeve (201), the bottom end of the loop bar (202) is fixedly connected with the pressing ball (206), the anchoring piece (205) is fixedly installed at the bottom end of the sleeve (201), and the limiting ring (203) and the mounting nut (204) are both sleeved on the outer surface of the loop bar (202).

6. The geotechnical slope reinforcement mechanism according to claim 5, characterized in that: the outer surface of the top end of the loop bar (202) is provided with threads, and the loop bar (202) is in threaded connection with the mounting nut (204).