CN211735495U

CN211735495U - Retaining wall structure

Info

Publication number: CN211735495U
Application number: CN202020122539.5U
Authority: CN
Inventors: 张扬; 朱玉龙; 刘淑静; 武子元; 李泽宇; 白晓飞; 赵东; 范斌
Original assignee: Hebei Peimiao Engineering Technology Co ltd
Current assignee: Hebei Peimiao Engineering Technology Co ltd
Priority date: 2020-01-20
Filing date: 2020-01-20
Publication date: 2020-10-23
Anticipated expiration: 2030-01-20

Abstract

The utility model relates to the technical field of water conservancy construction, and discloses a retaining wall structure which is arranged on a side slope and comprises a reinforcing rib inserted in the side slope, a wall surface arranged at one end of the reinforcing rib and a first filler embedded between the side slope and the wall surface; the wall surface is arranged along the vertical direction of the lower end surface of the side slope. The utility model discloses can play stable retaining wall's effect, have the advantage that intensity is big, guarantee the stability of retaining wall.

Description

Retaining wall structure

Technical Field

The utility model belongs to the technical field of the technique of hydraulic engineering construction and specifically relates to a retaining wall structure is related to.

Background

The retaining wall is a temporary or permanent wall body which is set up to ensure the safety of a construction area, is used for blocking a soil pile and preventing the soil pile from collapsing, and is widely used for construction sites of houses and roads. Present retaining wall is mostly the wall structure of inclined plane or curved surface, and traditional wall structure requires highly to the bearing capacity of basement, and wall body bearing capacity is also relatively weak simultaneously, and when pressure was great, the wall body took place to empty easily, causes the incident. Therefore, the existing retaining wall has the technical defect of poor strength.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing a retaining wall structure can play stable retaining wall's effect, has the advantage that intensity is big, has guaranteed the stability of retaining wall.

The above utility model discloses an above-mentioned utility model purpose can realize through following technical scheme:

a retaining wall structure is arranged on a side slope and comprises a reinforcing rib, a wall surface and a first filler, wherein the reinforcing rib is inserted into the side slope;

the wall surface is arranged along the vertical direction of the lower end surface of the side slope.

By adopting the technical scheme, the retaining wall structure consists of the wall surface, the reinforcing ribs and the fillers, wherein the wall surface is vertically arranged on the roadbed at the lower end of the side slope, the reinforcing ribs are connected between the wall surface and the side slope, an area is formed between the side slope and the wall surface, the first fillers are arranged in the area, and the side pressure generated by the first fillers is transmitted to the reinforcing ribs, so that the effect of stabilizing the wall body is achieved; set to ecological flexible retaining wall, can afforest the protection on domatic, play the effect of afforestation air.

The utility model discloses further set up to: the wall surface comprises prefabricated component layers which are sequentially arranged from bottom to top.

Through adopting above-mentioned technical scheme, the wall comprises the prefabricated component layer that sets up from bottom to top in order, and the prefabricated component can be processed as required, and the concatenation forms vertical wall, and the setting on prefabricated component layer makes things convenient for the installation of wall, makes things convenient for the construction of whole retaining wall.

The utility model discloses further set up to: the prefabricated component layer comprises prefabricated components spliced together in sequence;

a pouring cavity is arranged in the prefabricated part and communicated with the top surface and the bottom surface of the prefabricated part;

and a second filler is arranged in the pouring cavity.

Through adopting above-mentioned technical scheme, every layer of prefabricated component layer all comprises a plurality of prefabricated components, the chamber is pour to every prefabricated component's inside formation one, the volume of pouring the chamber equals the inside volume of every prefabricated component, every is pour the intracavity and is provided with the filler, fill up the whole chamber of pouring with the filler, can make whole prefabricated component layer of piling up all have better steadiness, the piling up forms the wall, accord with the requirement of environmental protection, can not bring the pollution for the environment, and convenient construction, this device has stronger stability.

The utility model discloses further set up to: the second filler is concrete.

Through adopting above-mentioned technical scheme, the second filler sets to the concrete, fills up in concrete placement's the intracavity of pouring, and the concrete comprises cement, grit and water, and the cost is lower, and has high strength, and the durability is good, therefore the filler sets to the concrete and can guarantee that whole device has stronger stability.

The utility model discloses further set up to: the concrete is doped with steel needles.

Through adopting above-mentioned technical scheme, mix in the concrete and have the steel needle, the steel needle plays the effect of strengthening, can guarantee on original basis that the wall has stronger steadiness to block the side slope.

The utility model discloses further set up to: and the prefabricated part adjacent to the ground is provided with a drain pipe which is respectively communicated with the side slope and the opposite side surface of the side slope.

Through adopting above-mentioned technical scheme, water is provided with the drain pipe because of self gravity flows to the bottommost end of side slope on the adjacent prefabricated component in ground, can discharge the water in the side slope soil layer from the prefabricated component that sets up, prevents that rivers from assaulting prefabricated component and filler, leads to domatic quilt to be collapsed.

The utility model discloses further set up to: the first filler is arranged as a soil layer.

Through adopting above-mentioned technical scheme, first filler sets up to the soil layer, and the soil layer is filled at first plays the effect of blockking the side slope between wall and side slope, and under the supporting role of wall, the side slope is exerted on the power of soil layer and is transferred to the strengthening rib.

The utility model discloses further set up to: the strengthening rib is provided with a plurality of along the vertical direction of wall.

Through adopting above-mentioned technical scheme, the strengthening rib is provided with a plurality of along the vertical direction of wall, and the pressure that can the disperse soil layer produce plays better supporting role, has increased the stability of whole device.

To sum up, the utility model discloses a beneficial technological effect does:

1. the retaining wall structure comprises wall surfaces, reinforcing ribs and fillers, wherein the wall surfaces are vertically arranged on a roadbed at the lower end of a side slope, the reinforcing ribs are connected between the wall surfaces and the side slope, an area is formed between the side slope and the wall surfaces, the first fillers are arranged in the area, side pressure generated by the first fillers is transmitted to the reinforcing ribs, and the reinforcing ribs and the wall surfaces are mutually supported, so that the effect of stabilizing the wall body is achieved;

2. the wall surface is formed by pouring concrete, the concrete consists of cement, sand and stone and water, the cost is low, the strength is high, and the practicability is high;

3. be provided with the drain pipe on the prefabricated component, can outwards discharge the water in the slope from the drain pipe, prevent that water from amassing on the slope angle, cause and cave in.

Drawings

Fig. 1 is a schematic view of the overall structure of the present embodiment.

Fig. 2 is a schematic sectional view of the present embodiment.

In the figure, 1, a side slope; 2. reinforcing ribs; 3. a wall surface; 31. a prefabricated component layer; 311. prefabricating a component; 312. pouring a cavity; 313. a second filler; 32. a drain pipe; 4. a first filler.

Detailed Description

The present invention will be described in further detail with reference to the accompanying drawings.

Referring to fig. 1 and 2, for the utility model discloses a retaining wall structure, set up on side slope 1, insert strengthening rib 2 in side slope 1, connect at the wall 3 of strengthening rib 2 one end and bury first filler 4 between side slope 1 and wall 3 underground including one end. First filler 4 is filled between wall 3 and side slope 1, and the side stress that side slope 1 and first filler 4 produced is applyed on strengthening rib 2, and the stable connection of strengthening rib 2 plays stable supporting role between wall 3 and side slope 1, and this device setting has comparatively stable supporting role on side slope 1, plays the effect that prevents side slope 1 and sink.

The wall surface 3 is arranged on the roadbed of the side slope 1 and comprises a prefabricated part layer 31, and the prefabricated part layer 31 is stacked from bottom to top in sequence to form a surface. The prefabricated component layer 31 comprises prefabricated components 311 spliced together in sequence, and the prefabricated components 311 are arranged into a hollow frame structure according to requirements. The interior of the prefabricated part 311 forms a casting cavity 312, and the casting cavity 312 has the same volume as that of the prefabricated part 311 and is communicated with the top surface and the bottom surface of the prefabricated part 311. A second filler 313 is arranged in the casting cavity 312, and the second filler 313 fills the whole casting cavity 312 to form the wall surface 3.

And (3) placing the prefabricated part 311 at the lowest layer on a roadbed, placing the prefabricated part 311 at the lowest layer orderly, pouring a second filler 313 into the pouring cavity 312 inside, placing the prefabricated part 311 at the last but one layer after pouring, pouring after placing, and so on until the prefabricated part 311 at the top layer is placed to form a wall surface.

The side surface of the prefabricated part 311 close to the side slope 1 is provided with a placing hole, the arrangement of the placing hole can enable the reinforcing rib 2 to penetrate through the placing hole and be poured into the prefabricated part 311 together with the second filler 313, and the reinforcing rib 2 can be stably connected to the wall surface 3.

The second filler 313 is concrete, and steel needles are doped in the concrete. The concrete comprises cement, grit and water, and the cost is lower, and has high strength, and the durability is good, therefore the filler sets to the concrete and can guarantee that whole device has stronger stability. Concrete is doped with steel needles to play a role in reinforcement, and the wall surface 3 can be ensured to have stronger stability on the original basis, so that the side slope is blocked.

The water in the side slope 1 is moved downward by its own weight, and thus the water is discharged to the outside from the position close to the lowermost layer of the side slope 1, and if the water is not discharged in time, the soil layer may be collapsed, and thus the water is discharged from the lowermost prefabricated part 311. The drain pipe 32 is arranged on the prefabricated part 311 adjacent to the ground, the drain pipe 32 is arranged on one side surface of the prefabricated part 311 adjacent to the side slope 1 and the other side surface opposite to the side surface, penetrates through the prefabricated part 311 and is arranged on the side surface close to the lower end of the prefabricated part 311, water is discharged outwards through the drain pipe 32, water in soil layers in the slope surface is conveniently discharged, and meanwhile the stability of the side slope 1 is guaranteed.

The even pouring of strengthening rib 2 interval is in wall 3 that prefabricated component 311 formed, and the other end of strengthening rib 2 inserts in side slope 1, and strengthening rib 2 is provided with a plurality of along the vertical direction of wall 3, can disperse the lateral pressure that first filler 4 produced, plays better supporting role, has increased the stability of whole device. The first filler 4 is arranged as a soil layer, and the soil layer is filled between the wall surface 3 and the side slope 1 to play a role in stabilizing the side slope.

The implementation principle of the embodiment is as follows:

one end of the reinforcing rib 2 is inserted into the side slope 1, and the wall surface 3 begins to be piled. The prefabricated part 311 is placed on a roadbed along the side slope 1, the reinforcing ribs 2 are inserted into the prefabricated part 311, after a layer of prefabricated part is laid, concrete is poured into the pouring cavity 312, the reinforcing ribs 2 are poured into the pouring cavity 312 together, and the reinforcing ribs 2 and the wall surface 3 form stable support. The first filler 4 is filled in the area between the side slope 1 and the wall surface 3, and supports the side slope together, so that the strength of the side slope 1 is improved, and the stability is improved.

The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.

Claims

1. The utility model provides a retaining wall structure, sets up on side slope (1), its characterized in that: comprises a reinforcing rib (2) inserted in a side slope (1), a wall surface (3) arranged at one end of the reinforcing rib (2) and a first filler (4) embedded between the side slope (1) and the wall surface (3);

the wall surface (3) is arranged along the vertical direction of the lower end surface of the side slope (1).

2. A retaining wall structure according to claim 1, characterized in that: the wall surface (3) comprises prefabricated part layers (31), and the prefabricated part layers (31) are sequentially arranged from bottom to top.

3. A retaining wall structure according to claim 2, characterized in that: the prefabricated part layer (31) comprises prefabricated parts (311) spliced together in sequence;

a pouring cavity (312) is arranged in the prefabricated part (311), and the pouring cavity (312) is communicated with the top surface and the bottom surface of the prefabricated part (311);

and a second filler (313) is arranged in the pouring cavity (312).

4. A retaining wall structure according to claim 3, characterized in that: the second filler (313) is concrete.

5. A retaining wall structure according to claim 4, characterized in that: the concrete is doped with steel needles.

6. A retaining wall structure according to claim 3, characterized in that: be provided with drain pipe (32) on the prefabricated component (311) adjacent with ground, drain pipe (32) communicate with slope (1) and with slope (1) relative side respectively.

7. A retaining wall structure according to claim 1, characterized in that: the first filler (4) is arranged as a soil layer.

8. A retaining wall structure according to claim 1, characterized in that: the reinforcing ribs (2) are arranged along the vertical direction of the wall surface (3).