CN211849575U

CN211849575U - Novel building retaining wall reinforced structure

Info

Publication number: CN211849575U
Application number: CN202020193232.4U
Authority: CN
Inventors: 于升君; 杨胜泉
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-02-21
Filing date: 2020-02-21
Publication date: 2020-11-03
Anticipated expiration: 2030-02-21

Abstract

The utility model relates to the technical field related to retaining wall reinforced structure, in particular to a novel building retaining wall reinforced structure, which comprises a base and a retaining wall arranged on the base, wherein the base and the retaining wall are formed by integrally pouring waterproof concrete, a drainage pipeline is arranged on the wall body of the retaining wall, the drainage pipeline is arranged in two rows, the two rows of pipelines are arranged in a staggered manner, a fixed rod is arranged on the back surface of the retaining wall, the fixed rod is a section of steel bar rod, and the end of the rod body forms a fixed ring by bending; through pre-buried drainage pipe on the wall body at retaining wall to let the rainwater of being kept off the soil body and accumulating in rainwater weather can in time permeate through the brick body that permeates water, and in time discharge from drainage pipe and go, thereby avoid the soil body to accumulate too much moisture and lead to soil body weight to increase, and improve the bearing burden of retaining wall, and effectively avoid earth along with the loss of earth through the isolated effect of the brick that permeates water.

Description

Novel building retaining wall reinforced structure

Technical Field

The utility model relates to a retaining wall reinforced structure correlation technique field specifically is a novel building retaining wall reinforced structure.

Background

The retaining wall is a structure for supporting roadbed filling or hillside soil and preventing the filling or soil from deforming and destabilizing. In the cross section of the retaining wall, the part which is directly contacted with the supported soil body is called a wall back; the part facing the wall back and being empty is called the wall surface; the part directly contacting with the foundation is called a substrate; the top surface of the wall opposite the base is called the wall top; the front end of the base is called a wall toe; the rear end of the base is called a wall heel; it mainly includes multiple forms such as gravity type retaining wall, anchoring type retaining wall, thin wall formula barricade, reinforced earth retaining wall, but its structure of traditional retaining wall is comparatively simple, and stability is relatively poor to lead to its in-service use effect not good, for this reason, the utility model provides a novel building retaining wall reinforced structure is used for solving above-mentioned problem.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a novel building retaining wall reinforced structure to solve the problem that proposes in the above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a novel building retaining wall reinforced structure, includes base and the retaining wall of setting on the base, base and retaining wall are for integrative pouring of waterproof concrete to form, and are provided with drainage pipe on the wall body of retaining wall, drainage pipe is provided with two rows altogether, and is crisscross setting between two rows of pipelines, and the back of retaining wall is provided with the dead lever, the dead lever is one section steel bar pole, and the end of its body of rod forms solid fixed ring through bending.

Preferably, the cross section of the cavity of the retaining wall is trapezoidal.

Preferably, when drainage pipe and dead lever were the retaining wall and pour, reserve in pouring the chamber and pour the integrative structure that forms, and fixed welding has the limiting plate on the body of rod of dead lever, the limiting plate is provided with a set ofly altogether, and its plate body is circularly.

Preferably, a layer of water permeable bricks is attached to the back of the retaining wall.

Preferably, the rear end of the fixing rod is provided with a connecting steel cable, the front end of the connecting steel cable is fixedly connected to the fixing ring on the fixing rod, the rear end of the connecting steel cable is provided with a cement counterweight block, the cement counterweight block is provided with a connecting structure, the connecting structure is a section of round rod, the tail end of the rod body is bent to form an annular hook, and the annular hook and the cement counterweight block are integrally poured to form the connecting steel cable.

Preferably, the base and the cement counterweight block are buried under the ground, and the height of the upper surface of the base and the cement counterweight block from the ground is not less than fifty centimeters.

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

1. the cross section of the retaining wall is set to be trapezoidal with a narrow upper part and a wide lower part, so that the overall stability of the retaining wall is improved, and the drainage pipes are pre-buried on the wall body of the retaining wall, so that rainwater accumulated by a retained body in rainwater weather can timely permeate through the permeable brick body and can be timely discharged from the drainage pipes, thereby avoiding the increase of the weight of the soil body due to the excessive moisture accumulated in the soil body, improving the bearing burden of the retaining wall, and effectively avoiding the loss of soil along with the soil through the isolation effect of the permeable bricks;

2. and through set up the base at the lower extreme of retaining wall to link to each other the back of wall body through connecting cable wire and cement balancing weight, thereby let it play certain tractive effect to the wall body of retaining wall, thereby improve the bulk strength of wall body.

Drawings

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

FIG. 2 is an enlarged view of the structure at A in FIG. 1;

FIG. 3 is a schematic view of the back of the retaining wall of the present invention;

FIG. 4 is an enlarged view of the structure at B in FIG. 3;

fig. 5 is a schematic view of the structure on the fixing rod of the present invention.

In the figure: base 1, retaining wall 2, drainage pipe 3, permeable brick 4, dead lever 5, solid fixed ring 6, limiting plate 7, connecting cable 8, cement balancing weight 9, connection structure 10.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. 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 fig. 1-5, the present invention provides a technical solution: the utility model provides a novel building retaining wall reinforced structure, including base 1 and the retaining wall 2 of setting on base 1, base 1 and retaining wall 2 are for waterproof concrete an organic whole to pour and form, and be provided with drainage pipe 3 on the wall body of retaining wall 2, drainage pipe 3 is provided with two rows altogether, and be crisscross setting between two rows of pipelines, and the back of retaining wall 2 is provided with dead lever 5, dead lever 5 is one section reinforcing bar pole, and the end of its body of rod forms solid fixed ring 6 through bending, through pre-buried drainage pipe 3 on the wall body of retaining wall 2, thereby let the rainwater of being kept off the soil body and accumulating in rainwater weather can in time permeate through the brick body that permeates water, thereby avoid the soil body to accumulate too much moisture and lead to soil body weight to increase, and improve the bearing burden of retaining wall 2.

Furthermore, the section of the cavity of the retaining wall 2 is trapezoidal, and the section of the retaining wall 2 is set to be trapezoidal with a narrow top and a wide bottom, so that the overall stability of the retaining wall 2 is improved;

furthermore, when the drainage pipeline 3 and the fixed rod 5 are both cast by the retaining wall 2, an integral structure formed by casting is reserved in the casting cavity, the rod body of the fixed rod 5 is fixedly welded with the limiting plates 7, the limiting plates 7 are arranged in a group, the plate bodies are circular, and the connection strength between the structures can be well ensured by integral casting;

furthermore, a layer of permeable bricks 4 is attached to the back of the retaining wall 2, the permeable bricks 4 can enable water to penetrate through the brick bodies through the permeation effect and to be discharged through the drainage pipeline 3, and drainage pipelines are pre-buried on the wall body of the retaining wall, so that rainwater accumulated by the retained body in rainwater weather can timely permeate through the permeable bricks;

furthermore, a connecting steel cable 8 is arranged at the rear end of the fixing rod 5, the front end of the connecting steel cable 8 is fixedly connected to a fixing ring on the fixing rod 5, a cement counterweight 9 is arranged at the rear end of the connecting steel cable 8, a connecting structure 10 is arranged on the cement counterweight 9, the connecting structure 10 is a section of round rod, the tail end of the rod body of the round rod is bent to form an annular hook, and the round rod and the cement counterweight 9 are integrally poured;

further, the base 1 and the cement balancing weight 9 are buried under the ground, the height from the upper surface of the base to the ground is not less than fifty centimeters, and the back surface of the wall body of the retaining wall 2 is connected with the cement balancing weight 9 through the connecting steel cable 8, so that the wall body of the retaining wall 2 is pulled to a certain extent, and the overall strength of the wall body is improved;

the working principle is as follows: in practical use, a worker digs a foundation pit and a cement counterweight embedding pit at a designated position, pours a base 1 and a retaining wall in the foundation pit, pre-embeds a drainage pipeline 3 and a fixed rod structure in the foundation pit before pouring, buries a cement counterweight 9 in the foundation pit after concrete is solidified, connects a connecting structure 10 on the foundation pit with a fixing ring 6 through a connecting steel cable 8, and then pastes a layer of permeable bricks 4 on the back of the retaining wall 2 to ensure that the back of the drainage pipeline 3 is shielded to avoid soil loss along with water, finally buries the base 1 below the ground, buries gaps on the back of the retaining wall 2 through soil, and can timely permeate rainwater accumulated by the retaining wall through the permeable bricks and timely drain the drainage pipeline 3 in rainy days to avoid excessive moisture accumulation of the soil body to cause the increase of the weight of the soil body, and improve retaining wall 2's bearing burden to through the isolated effect of permeable brick 4 and effectively avoid earth along with the loss of earth.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a novel building retaining wall reinforced structure, includes base (1) and sets up retaining wall (2) on base (1), its characterized in that: base (1) and retaining wall (2) are for waterproof concrete integrative pouring to form, and are provided with drainage pipe (3) on the wall body of retaining wall (2), drainage pipe (3) are provided with two rows altogether, and for crisscross setting between two rows of pipelines, and the back of retaining wall (2) is provided with dead lever (5), dead lever (5) are one section steel bar pole, and the end of its body of rod forms solid fixed ring (6) through bending.

2. A novel building retaining wall reinforcing structure according to claim 1, characterized in that: the section of the cavity of the retaining wall (2) is trapezoidal.

3. A novel building retaining wall reinforcing structure according to claim 1, characterized in that: drainage pipe (3) and dead lever (5) are when retaining wall (2) pour, reserve in pouring the chamber and pour the integrative structure that forms, and fixed welding has limiting plate (7) on the body of rod of dead lever (5), limiting plate (7) are provided with a set ofly altogether, and its plate body is circularly.

4. A novel building retaining wall reinforcing structure according to claim 1, characterized in that: and a layer of water permeable bricks (4) is attached to the back surface of the retaining wall (2).

5. A novel building retaining wall reinforcing structure according to claim 1, characterized in that: the rear end of dead lever (5) is provided with connection cable wire (8), the front end fixed connection of connection cable wire (8) is on the solid fixed ring on dead lever (5), and the rear end of connection cable wire (8) is provided with cement balancing weight (9), be provided with connection structure (10) on cement balancing weight (9), connection structure (10) are one section round bar, and the end of its body of rod is bent and is formed an annular couple, and its and cement balancing weight (9) integrative pouring form.

6. A novel building retaining wall reinforcing structure according to claim 1, characterized in that: the base (1) and the cement balancing weight (9) are buried under the ground, and the height of the upper surface of the base and the ground is not less than fifty centimeters.