CN217174858U

CN217174858U - Side slope protection structure of side slope top

Info

Publication number: CN217174858U
Application number: CN202220671967.2U
Authority: CN
Inventors: 钟士国; 秦哲; 李庆率; 杨德伟; 刘源; 赵岩; 尹子祎; 张德智
Original assignee: Henan Jianyuan Survey And Design Co ltd
Current assignee: Henan Jianyuan Survey And Design Co ltd
Priority date: 2022-03-25
Filing date: 2022-03-25
Publication date: 2022-08-12
Anticipated expiration: 2032-03-25

Abstract

The embodiment of the utility model discloses side slope protection architecture on side slope top belongs to slope top protection technical field, including the hillside, the bearing platform has been pour to hillside top one side, the bearing platform top is connected with the barricade, the platform has been pour to barricade one side, platform bottom sky department is supported by the hillside, the bearing platform bottom is connected with the slip casting pipeline, the bearing platform opposite side is supported by the pillar, evenly arranged the steel bar support in the pillar, the bearing platform is provided with the embedded bar with the barricade junction and carries out fixed connection, weave the tiling reinforcing bar in the platform. The problem of because the fence carries out wind-blowing rain for a long time under natural condition for life is low, and whole in a jumble leads to the guard action to disappear, needs in time to pile again, not only can consume a large amount of labours and time, and the protection cost also increases is solved. The protective device has the advantages of high protective performance, long service life, neat appearance and improvement of use safety.

Description

Side slope protection structure of side slope top

Technical Field

The embodiment of the utility model provides a slope top protection technical field, concretely relates to side slope protection structure of side slope top.

Background

Dangerous rockfall, as one of three natural disasters in mountainous areas, has become a limiting factor for the development of mountainous traffic construction. Its disaster is a lot, wide, sudden and random. Since rockfall disasters are often difficult to predict and their occurrence always causes significant damage, necessary preventive measures are taken against rockfall to minimize the disasters.

However, the existing protection structure for the top of the side slope is extremely simple, only the fence is used for installation and interception, the fence can only properly block the rock rolling, and the fence is blown with wind and rain for a long time in a natural state, so that the service life is short, the protection integrity is messy, the protection effect disappears, the pile needs to be driven again in time, a large amount of labor and time can be consumed, the protection cost is increased, and therefore, the side slope protection structure for the top of the side slope is provided.

SUMMERY OF THE UTILITY MODEL

Therefore, the embodiment of the utility model provides a side slope protection structure of side slope top to solve among the prior art because the fence carries out wind for a long time under natural state and drenches with rain, make life low, the protection wholeness is also more mixed and disorderly, leads to the guard action to disappear, need in time carry out pile again, not only can consume a large amount of labours and time, and the problem that the protection cost also increased.

In order to achieve the above object, the embodiment of the present invention provides the following technical solutions:

according to the utility model discloses an in the first aspect, including the hillside, the supporting station has been pour to hillside top one side, the supporting station top is connected with the barricade, the platform has been pour to barricade one side, platform bottom suspension department is supported by the hillside, the supporting station bottom is connected with the slip casting pipeline, the supporting station opposite side is supported by the pillar, the steel bar support of evenly having arranged in the pillar, the supporting station is provided with the embedded steel bar with the barricade junction and carries out fixed connection, the tiling reinforcing bar has been woven in the platform.

Furthermore, the grouting pipelines are arranged at more than four positions, concrete is poured inside the grouting pipelines, and the grouting pipelines and the bottom end of the receiving platform are poured into a whole.

Further, the embedded steel bars connected between the bearing platform and the retaining wall are obliquely arranged, and the inclination angle of the embedded steel bars and the inclination angle of the retaining wall are the same and are between 70 degrees and 75 degrees.

Further, the tiling reinforcing bar is netted to more than three rows of tiling, pour the formation platform with the concrete, and form wholly with the barricade, and the barricade has 40 ~ 60cm slightly above the platform.

According to the utility model discloses in the second aspect, including the hillside, the supporting station has been pour to hillside top one side, the supporting station top is connected with the barricade, the platform has been pour to barricade one side, platform bottom suspension department is supported by the hillside, the supporting station bottom is connected with the slip casting pipeline, the supporting station opposite side is supported by the pillar, the steel bar support of evenly having arranged in the pillar, the supporting station is provided with the embedded bar with the barricade junction and carries out fixed connection, the tiling reinforcing bar has been woven in the platform, the pillar has six, and the embedded bar has two rows, and the slip casting pipeline has six groups.

Furthermore, the steel bar supports arranged inside the support columns are vertically supported, concrete is poured to form a whole with the bearing table, and the number of the support columns is more than four.

Furthermore, the grouting pipeline and the support are embedded in the hillside, and when concrete is poured and solidified, the concrete is adhered to the interior of the hillside.

Furthermore, the retaining wall and the platform are scraped evenly by cement on the exposed surface of the hillside and are neat.

The embodiment of the utility model provides a have following advantage:

1. through the structure designed by the utility model, the slope top is protected according to the concrete and the steel bar structure, and the traditional fence is replaced for protection, so that the structure is more durable, the maintenance is reduced, the cost use is reduced under the long-term use, and the labor force and the time required by the maintenance are reduced;

2. by adopting the structure designed by the utility model, the cement is scraped on the exposed bearing table and the exposed platform, so that the surface is cleaner, pedestrians can conveniently pass through the structure, the earth is prevented from slipping in rainy days, the safety of the pedestrians is improved, and rainwater is conveniently discharged;

3. through the utility model discloses a structure according to barricade and platform formation whole, the barricade height is higher than the platform height simultaneously, improves the security of pedestrian's walking, simultaneously, prevents that the mountain top from rolling the stone that falls down, causes to injure by a crashing object the personnel of bottom.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below. It should be apparent that the drawings in the following description are merely exemplary, and that other embodiments can be derived from the drawings provided by those of ordinary skill in the art without inventive effort.

The structure, ratio, size and the like shown in the present specification are only used for matching with the content disclosed in the specification, so as to be known and read by people familiar with the technology, and are not used for limiting the limit conditions which can be implemented by the present invention, so that the present invention has no technical essential significance, and any structure modification, ratio relationship change or size adjustment should still fall within the scope which can be covered by the technical content disclosed by the present invention without affecting the efficacy and the achievable purpose of the present invention.

FIG. 1 is a schematic view of the overall structure of the present invention;

FIG. 2 is a schematic view of the front plan structure of the present invention;

FIG. 3 is a schematic side view of the present invention;

FIG. 4 is a schematic view of the internal structure of the present invention;

in the figure: 1. a hillside; 2. a receiving table; 3. retaining walls; 4. a platform; 5. a pillar; 6. grouting a pipeline; 7. embedding reinforcing steel bars in advance; 8. paving steel bars; 9. and (5) a steel bar support.

Detailed Description

The present invention is described in terms of specific embodiments, and other advantages and benefits of the present invention will become apparent to those skilled in the art from the following disclosure. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

Referring to that the description is shown in the attached drawings 1-4, a side slope protection structure on side slope top, including hillside 1, accepting platform 2 has been pour to 1 top one side of hillside, 2 tops of accepting platform are connected with

barricade

3, 3 one sides of barricade have been pour platform 4, 4 bottom suspended places of platform are supported by

hillside

1, 2 bottoms of accepting platform are connected with slip casting pipeline 6, 2 opposite sides of accepting platform are supported by pillar 5, evenly arranged reinforcing bar support 9 in the pillar 5, accepting platform 2 is provided with embedded steel bar 7 with 3 junctions of barricade and carries out fixed connection, weave tiling reinforcing bar 8 in the platform 4.

The grouting pipelines 6 are arranged at more than four positions, concrete is poured into the grouting pipelines 6, and the grouting pipelines and the bottom end of the bearing platform 2 are poured into a whole.

The embedded steel bars 7 connected between the bearing platform 2 and the retaining wall 3 are obliquely arranged, and the inclination angle of the embedded steel bars 7 is 70-75 degrees as the inclination angle of the retaining wall 3.

Tiling reinforcing bar 8 is netted to more than three rows of tiling, pour with the concrete and form platform 4, and form wholly with barricade 3, and barricade 3 has 40 ~ 60cm slightly above platform 4.

The steel bar supports 9 arranged inside the pillars 5 are vertically supported and poured by concrete to form a whole with the bearing platform 2, and the number of the pillars 5 is more than four.

The grouting pipeline 6 and the support 5 are embedded in the hillside 1, and when concrete is poured and solidified, the concrete is adhered to the interior of the hillside 1.

And the retaining wall 3 and the platform 4 are scraped off by cement on the exposed surface of the hillside 1 and are neat.

The real-time scene is specifically as follows: during construction, firstly, cylinder holes needed by a grouting pipeline 6 and a support post 5 are arranged on a hillside 1, then a baffle is fixed to form a grinding tool for casting concrete, reinforcing steel bars are placed in the grouting pipeline 6, reinforcing steel bar supports 9 are uniformly tied in the support post 5, after the concrete is completely prepared, the concrete casting is started, in the process of solidification, embedded reinforcing steel bars 8 are embedded in advance, then the concrete casting is carried out again, after solidification for a certain time, a bearing platform 2 and the support post 5 are formed, then the embedded reinforcing steel bars 8 are subjected to angle adjustment, then the grinding tool of a retaining wall 3 is manufactured, after the concrete is manufactured and fixed, the concrete is poured in, after solidification, a retaining wall 3 is formed, finally, a slope top is subjected to leveling treatment, the tiled reinforcing steel bars 8 are tiled on the flat slope top, the concrete casting is carried out, a platform 4 connected with the retaining wall 3 is formed, finally, the retaining wall 3 and the platform 4 exposed outside the hillside 1 are subjected to cement brushing, and then the material is scraped and solidified for use to form a protective structure for the hillside 1.

Referring to the description attached figure 1-4 and showing, including hillside 1, accept platform 2 has been pour to 1 top one side of hillside, 2 tops of accept platform are connected with

barricade

3, 3 one sides of barricade have been pour platform 4, 4 bottom suspension departments of platform are supported by

hillside

1, 2 bottom of accept platform are connected with slip casting pipeline 6, 2 opposite sides of accept platform are supported by pillar 5, evenly arranged reinforcing bar support 9 in pillar 5, accept

platform

2 and 3 junctions of barricade are provided with embedded steel bar 7 and carry out fixed connection, tile reinforcing bar 8 has been woven in the platform 4, pillar 5 has six, and embedded steel bar 7 has two rows, and slip casting pipeline 6 has six groups.

The real-time scene is specifically as follows: offer six section of thick bamboo holes and six groups of slip casting pipelines 6 and carry out concrete placement on hillside 1, pour and solidify the back, set up two rows of pre-buried reinforcing bars 7 and make things convenient for subsequent barricade 3 on accepting platform 2, barricade 3 pours and finishes solidifying the back, at the flat within range of mountain top shovel, prevents and treats one row of tiling reinforcing bar 7 earlier, carries out concrete placement, concreties the back, places one row of tiling reinforcing bar 7 again, pours once more, forms the platform after solidifying.

The utility model discloses use as follows: platform 4 set up make things convenient for the pedestrian to walk and improve the clean and tidy nature on 1 top of hillside, increase the security to form wholly by barricade 3 and platform 4, make the soil stone on 1 top of hillside blockked in one side, prevent to produce and flow, and be higher than platform 4 at barricade 3, block down the stone that forms on 1 hillside, prevent to drop and cause the injury to the personnel of massif bottom.

Although the invention has been described in detail with respect to the general description and the specific embodiments, it will be apparent to those skilled in the art that modifications and improvements can be made based on the invention. Therefore, such modifications and improvements are intended to be within the scope of the invention as claimed.

In the present specification, the terms "upper", "lower", "left", "right", "middle", and the like are used for the sake of clarity only, and are not intended to limit the scope of the present invention, and changes or adjustments of the relative relationship thereof are also considered to be the scope of the present invention without substantial changes in the technical content.

Claims

1. The utility model provides a side slope protection structure at side slope top, includes hillside (1), its characterized in that: bearing platform (2) have been pour to hillside (1) top one side, bearing platform (2) top is connected with barricade (3), platform (4) have been pour to barricade (3) one side, platform (4) bottom suspension department is supported by hillside (1), bearing platform (2) bottom is connected with slip casting pipeline (6), bearing platform (2) opposite side is supported by pillar (5), evenly arranged reinforcing bar support (9) in pillar (5), bearing platform (2) are provided with embedded steel bar (7) with barricade (3) junction and carry out fixed connection, woven reinforcing bar tiling (8) in platform (4).

2. The side slope protection structure of the side slope top of claim 1, characterized in that: the grouting pipelines (6) are arranged at more than four positions, concrete is poured inside the grouting pipelines (6), and the grouting pipelines and the bottom end of the bearing platform (2) are poured into a whole.

3. The side slope protection structure of the side slope top of claim 1, characterized in that: the embedded steel bars (7) connected between the bearing platform (2) and the retaining wall (3) are obliquely arranged, and the inclination angle of the embedded steel bars (7) and the inclination angle of the retaining wall (3) are the same between 70 degrees and 75 degrees.

4. The side slope protection structure of the side slope top of claim 1, characterized in that: tiling reinforcing bar (8) are netted to more than three rows of tiling, pour with the concrete and form platform (4), and form wholly with barricade (3), and barricade (3) have 40 ~ 60cm a little more than platform (4).

5. The side slope protection structure of the side slope top of claim 1, characterized in that: the steel bar supports (9) arranged in the pillars (5) are vertically supported and poured by concrete to form a whole with the bearing platform (2), and the number of the pillars (5) is more than four.

6. The side slope protection structure of the side slope top of claim 1, characterized in that: the grouting pipeline (6) and the support (5) are embedded in the hillside (1), and when concrete is poured and solidified, the concrete is adhered to the interior of the hillside (1).

7. The side slope protection structure of the side slope top of claim 1, characterized in that: and the retaining wall (3) and the platform (4) are leveled by cement on the exposed surface of the hillside (1) and are tidy.