CN216304636U

CN216304636U - Slope anchoring device for municipal works

Info

Publication number: CN216304636U
Application number: CN202123103814.2U
Authority: CN
Inventors: 王香玉; 李旭光
Original assignee: Individual
Current assignee: Individual
Priority date: 2021-12-11
Filing date: 2021-12-11
Publication date: 2022-04-15
Anticipated expiration: 2031-12-11

Abstract

The utility model discloses a slope anchoring device for municipal engineering, which is characterized in that an anchoring component, a concrete filling layer and a concrete beam are arranged, the anchoring component is mostly inserted into a soil slope, then the concrete is poured around the anchoring component to form the concrete filling layer, one end of the anchoring component can be firmly bonded with the concrete filling layer in the slope body, the other end of the anchoring component can be firmly connected with the concrete beam arranged on the surface of the slope body, so that the concrete beam can be firmly connected with the slope body, the slope anchoring effect is better, the slope stability is stronger, a cross connecting beam is connected with the concrete beam to form a net structure on the surface of the slope, rainwater flowing down from a road surface can be dispersed, the flowing speed of the rainwater is reduced, the impact force of the rainwater on the slope is further weakened, the rainwater gradually flows downwards to the bottom of the slope through a first water through hole and a second water through hole which are arranged on the cross connecting beam, the stability of the side slope is ensured.

Description

Slope anchoring device for municipal works

Technical Field

The utility model relates to the technical field of municipal engineering, in particular to a side slope anchoring device for municipal engineering.

Background

Along with the development of social economy, the traffic industry of China is greatly advanced, municipal works are more and more constructed, the treatment of municipal road side slopes becomes an important component in municipal road construction, the anchoring of the municipal road side slopes is an important part of the municipal road side slope treatment, and the side slopes are anchored so as to effectively prevent the side slopes from collapsing and damaging roads.

Most of the existing slope anchoring devices are directly inserted into a soil slope through inserted bars, then one layer of cement or concrete cushion is additionally laid on the surface of the slope, however, the existing anchoring devices are only connected with the slope through the smooth inserted bars, the connection firmness is poor, the cement or concrete cushion is easily eroded by flood, and the using effect is poor.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide a slope anchoring device for municipal engineering to solve the problems in the background technology.

In order to achieve the purpose, the utility model provides the following technical scheme:

a slope anchoring device for municipal engineering comprises a slope body, a concrete beam, an anchoring assembly, a cement cushion layer and a cross connecting beam, the slope body is vertically provided with anchoring holes, concrete filling layers are arranged in the anchoring holes, the concrete filling layer is internally provided with an anchoring component, the side slope body is provided with a plurality of concrete beams at equal intervals, the concrete beams are covered on the same vertical row of anchoring components, a cement cushion layer is arranged between two connected concrete beams, the cement cushion layer is laid on the slope body, a cross connecting beam is arranged between two adjacent concrete beams, the two sides of the cross connecting beam are respectively and correspondingly connected with the two adjacent concrete beams, a first water through hole is formed in the position, close to the upper portion, of the cross connecting beam, and second water through holes are formed in the two ends of the bottom of the cross connecting beam.

As a further scheme of the utility model: the anchor assembly comprises an anchor rod body and an agnail body, wherein the agnail body is arranged on the anchor rod body, and the agnail body is inserted into the slope body along with the anchor rod body.

As a still further scheme of the utility model: and a rod cap is arranged at one end of the anchor rod body, extends out of the anchoring hole, is provided with a butterfly-shaped sheet, and is embedded in the concrete beam together with the butterfly-shaped sheet.

As a still further scheme of the utility model: the distance between two adjacent concrete beams is 0.8-1.2m, and the thickness of the cross connecting beam is one half of that of the concrete beams.

As a still further scheme of the utility model: the thickness of the cement cushion layer is 0.03-0.05m, and broken stones are added into the cement cushion layer.

As a still further scheme of the utility model: the same vertical row of anchor subassembly is provided with five altogether, five the anchor subassembly is along side slope body from the top down equidistant setting.

Compared with the prior art, the utility model has the beneficial effects that:

1. according to the utility model, the anchoring assembly, the concrete filling layer and the concrete beam are arranged, most of the anchoring assembly is inserted into the soil slope, and then the concrete is poured around the anchoring assembly to form the concrete filling layer, so that one end of the anchoring assembly can be firmly bonded with the concrete filling layer in the slope body, and the other end of the anchoring assembly can be firmly connected with the concrete beam arranged on the surface of the slope body, so that the concrete beam can be firmly connected with the slope body, the slope anchoring effect is better, and the slope stability is stronger.

2. According to the utility model, the cement cushion layers are arranged between the adjacent concrete beams, the cross connecting beams are arranged on the cement cushion layers and connected with the concrete beams, a net structure is formed on the surface of the side slope, rainwater flowing down from a road surface can be dispersed, the flowing speed of the rainwater is reduced, and the impact strength of the rainwater on the side slope is further weakened.

Drawings

FIG. 1 is a side cross-sectional view of a slope anchoring device for municipal works.

Fig. 2 is a front view of a slope anchoring device for municipal works.

Fig. 3 is an enlarged view of a side slope anchoring device for municipal works at a position a in fig. 1.

Fig. 4 is a structural composition view of a side slope anchoring device for municipal works and the cement mat in fig. 2.

1. A side slope body; 2. a concrete beam; 3. an anchor assembly; 301. an anchor rod body; 302. a barb body; 303. a rod cap; 4. an anchoring hole; 5. a concrete filling layer; 6. a butterfly-shaped piece; 7. a cement cushion layer; 8. crossed connecting beams; 9. a first water through hole; 10. a second water through hole; 11. and (4) crushing the stones.

Detailed Description

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

Referring to fig. 1 to 4, in the embodiment of the utility model, a slope anchoring device for municipal engineering comprises a slope body 1, concrete beams 2, anchoring components 3, cement cushions 7 and cross connecting beams 8, wherein the slope body 1 is vertically provided with anchoring holes 4, the anchoring holes 4 are internally provided with concrete filling layers 5, the concrete filling layers 5 are internally provided with the anchoring components 3, the slope body 1 is provided with a plurality of concrete beams 2 at equal intervals, the concrete beams 2 cover the same vertical row of anchoring components 3, the cement cushions 7 are arranged between two connected concrete beams 2, the cement cushions 7 are laid on the slope body 1, the cross connecting beams 8 are arranged between two adjacent concrete beams 2, two sides of the cross connecting beams 8 are respectively and correspondingly connected with the two adjacent concrete beams 2, the cross position of the cross connecting beams 8 is provided with a first water through hole 9, the second water holes 10 are formed in the two ends of the bottom of the crossed connecting beam 8, the first water holes 9 and the second water holes 10 facilitate rainwater to pass through the crossed connecting beam 8, meanwhile, the crossed connecting beam 8 can block rainwater to a certain degree, impact force of the rainwater is reduced, and a side slope and a cement cushion layer 7 are protected.

The anchoring component 3 comprises an anchor rod body 301 and a barb body 302, the barb body 302 is arranged on the anchor rod body 301, the barb body 302 is inserted into the side slope body 1 along with the anchor rod body 301, and the setting of the barb body 302 can enable the joint surface of the anchor rod body 301 and the concrete filling layer 5 to be larger, so that the anchoring effect is better.

A rod cap 303 is installed to the one end of the anchor rod body 301, and rod cap 303 stretches out anchor hole 4, installs butterfly piece 6 on the rod cap 303, and rod cap 303 buries in concrete beam 2 together with butterfly piece 6, and the setting of butterfly piece 6 can increase the fastness that anchor assembly 3 and concrete beam 2 are connected for the slope reinforcing effect is better.

The distance between two adjacent concrete beams 2 is 0.8-1.2m, and the thickness of the cross connecting beam 8 is half of that of the concrete beams 2.

The thickness of cement bed course 7 is between 0.03-0.05m, set up this thickness cement bed course 7 can satisfy with side slope body 1 lay, can reduce the cement quantity again, reduce cost, add in the cement bed course 7 has rubble 11, the interpolation of rubble 11 can be so that cement bed course 7's structural strength is better, and anti rainwater strikes the effect better.

The same vertical row of anchor assemblies 3 is provided with five in total, and five anchor assemblies 3 are arranged along the side slope body 1 from top to bottom at equal intervals.

The working principle of the utility model is as follows:

when in use, firstly, anchoring holes 4 are arranged on a side slope body 1, then concrete is poured into the anchoring holes 4, before the concrete is not solidified, an anchoring component 3 is inserted into the anchoring holes, the anchoring component 3 is made to be 0.05-0.08m higher than the side slope body, then the concrete is poured into the anchoring components 3 which are arranged side by side along the vertical direction to form concrete beams 2, a cement cushion layer 7 is laid between the adjacent concrete beams 2, broken stones 11 are added into the cement cushion layer 7, a cross connecting beam 8 is arranged on the cement cushion layer 7, two first water through holes 9 and two second water through holes 10 are arranged on the cross connecting beam 8, when rainwater area water is flushed to the side slope, the rainwater can firstly collect at the upper fork of the cross connecting beam 8, then flows downwards through the first water through holes 9, then collects at the two fork openings and flows downwards through the second water through holes 10, and the rest on the other hand, finally, the rainwater smoothly flows to the bottom of the side slope.

Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that various changes in the embodiments and/or modifications of the utility model can be made, and equivalents and modifications of some features of the utility model can be made without departing from the spirit and scope of the utility model.

Claims

1. The utility model provides a side slope anchor for municipal works, includes side slope body (1), concrete beam (2), anchor subassembly (3), cement bed course (7) and cross even roof beam (8), its characterized in that: the concrete side slope is characterized in that anchoring holes (4) are vertically arranged on the side slope body (1), a concrete filling layer (5) is arranged in each anchoring hole (4), anchoring assemblies (3) are arranged in each concrete filling layer (5), a plurality of concrete beams (2) are arranged on the side slope body (1) at equal intervals, the concrete beams (2) cover the same vertical row of anchoring assemblies (3), a cement cushion layer (7) is arranged between every two connected concrete beams (2), the cement cushion layer (7) is laid on the side slope body (1), a cross connecting beam (8) is arranged between every two adjacent concrete beams (2), two sides of the cross connecting beam (8) are respectively and correspondingly connected with the two adjacent concrete beams (2), and a first water through hole (9) is formed in the upper position of the cross connecting beam (8), and second water through holes (10) are formed in the two ends of the bottom of the cross connecting beam (8).

2. The slope anchoring device for municipal engineering according to claim 1, wherein: anchor subassembly (3) include stock body (301) and barb body (302), be provided with barb body (302) on stock body (301), barb body (302) are along with stock body (301) together insert in side slope body (1).

3. The slope anchoring device for municipal engineering according to claim 2, wherein: a rod cap (303) is installed at one end of the anchor rod body (301), the rod cap (303) extends out of the anchoring hole (4), a butterfly-shaped piece (6) is installed on the rod cap (303), and the rod cap (303) and the butterfly-shaped piece (6) are embedded in the concrete beam (2) together.

4. The slope anchoring device for municipal engineering according to claim 1, wherein: the distance between two adjacent concrete beams (2) is 0.8-1.2m, and the thickness of the cross connecting beam (8) is one half of that of the concrete beams (2).

5. The slope anchoring device for municipal engineering according to claim 1, wherein: the thickness of the cement cushion layer (7) is 0.03-0.05m, and broken stones (11) are added into the cement cushion layer (7).

6. The slope anchoring device for municipal engineering according to claim 1, wherein: the same vertical row of the anchoring components (3) are provided with five, five of the anchoring components (3) are arranged at equal intervals along the side slope body (1) from top to bottom.