CN219386399U

CN219386399U - Reinforced retaining wall

Info

Publication number: CN219386399U
Application number: CN202320839797.9U
Authority: CN
Inventors: 何鲁鲁; 冯文强; 周雪松
Original assignee: Xinjiang Changyang Construction Engineering Co ltd
Current assignee: Xinjiang Changyang Construction Engineering Co ltd
Priority date: 2023-04-17
Filing date: 2023-04-17
Publication date: 2023-07-21
Anticipated expiration: 2033-04-17

Abstract

The utility model provides a reinforced retaining wall, which comprises a retaining wall, wherein a lower substrate structure is arranged at the bottom of the retaining wall, an upper rock wall structure is arranged at the upper part of the retaining wall, the upper rock wall structure is fixed at the upper end of the lower substrate structure, an upper filling layer is arranged at the inner center of the upper rock wall structure, a front concrete reinforcing layer is arranged at the front part of the upper filling layer, and a rear concrete reinforcing layer is arranged at the rear part of the upper filling layer; the bottom of the lower base structure is provided with a plain soil layer, the upper end of the plain soil layer is paved with a thick gravels compaction layer, and the upper end surface of the thick gravels compaction layer is paved with a lower concrete layer. The foundation of the utility model is firm and firm in construction, is not easy to sink, also strengthens the impact strength of the upper wall, conveniently covers the gap, ensures that the foundation is not easy to be corroded and impacted by rainwater, is convenient to drain, is not easy to corrode, and is more firm and durable.

Description

Reinforced retaining wall

Technical Field

The utility model relates to the technical field of retaining walls, in particular to a reinforced retaining wall.

Background

At present, when building a retaining wall body, material components such as bricks, block stones, plain concrete, reinforced concrete and the like are needed; the retaining wall is manufactured by this method. In the specification of the comparison document CN202530474U, it is mentioned that "the retaining wall block includes a groove, a protrusion and a landscape elevation, the groove is disposed on the upper surface of the retaining wall block, the protrusion is disposed on the lower surface of the retaining wall block, which corresponds to the shape of the groove, and the landscape elevation is disposed on the front elevation of the retaining wall block", but the retaining wall in the comparison document is not firm enough to be built, is easily corroded by rainwater to generate cracks, is not easy to impact, and is not firm and durable.

Disclosure of Invention

In order to overcome the defects existing in the prior art, the reinforced retaining wall is provided at present, so that the problems that the retaining wall in a comparison document is not firm enough, is easy to crack due to rain erosion, is not easy to impact, and is not firm and durable are solved.

In order to achieve the above object, there is provided a reinforced retaining wall comprising a retaining wall, wherein the bottom of the retaining wall is provided with a lower base structure, the upper portion of the retaining wall is provided with an upper rock wall structure, the upper rock wall structure is fixed at the upper end of the lower base structure, the center in the upper rock wall structure is provided with an upper filling layer, the front part of the upper filling layer is provided with a front concrete reinforcing layer, and the rear part of the upper filling layer is provided with a rear concrete reinforcing layer.

Further, a plain soil layer is arranged at the bottom of the lower base structure, a thick gravels layer is paved at the upper end of the plain soil layer, and a lower concrete layer is paved at the upper end face of the thick gravels layer.

Further, a reinforcing net is arranged at the inner bottom of the lower concrete layer, and the reinforcing net adopts a steel wire net structure.

Further, a waterproof sealing layer is laid on the outer surface of the upper rock wall structure.

Further, the front concrete reinforcing layer and the rear concrete reinforcing layer are in front-back symmetrical structures with respect to the center of the upper filling layer, and the structures of the front concrete reinforcing layer and the rear concrete reinforcing layer are identical.

Furthermore, the middle parts in the front concrete reinforcing layer and the rear concrete reinforcing layer are penetrated with a plurality of groups of reinforcing ribs, and the front end and the rear end of each group of reinforcing ribs are provided with multicomponent fork heads.

Further, a group of drain pipes are arranged on the lower sides of the left part and the right part of the upper rock wall body structure, and the drain pipes adopt a stainless steel pipe structure.

The utility model has the beneficial effects that:

1. the bottom of the retaining wall is firm and reliable, and the retaining wall is firm and firm in construction, is not easy to sink, and is beneficial to forming a strong wall bottom structure.

2. The waterproof sealing layer smeared on the outer surface of the upper rock wall structure is favorable for covering gaps, so that the gaps are not easy to erode and impact by rainwater, and the waterproof strength of the upper wall of the retaining wall is favorable for protection.

3. The front concrete reinforcing layer and the rear concrete reinforcing layer are arranged for shaping the upper wall structure, so that the upper filling layer on the inner side and the upper rock wall structure on the outer side are conveniently built by means of the foundation, and meanwhile, the reinforcing ribs arranged in the front concrete reinforcing layer and the rear concrete reinforcing layer are used for reinforcing the impact strength of the wall, so that the wall is stronger and durable.

4. Meanwhile, the drain pipes arranged on the left and right lower sides of the upper rock wall structure facilitate external drainage treatment, and drain water by using stainless steel pipes is simple and convenient to drain water.

Drawings

FIG. 1 is a schematic front view of an embodiment of the present utility model;

FIG. 2 is a schematic left-hand view of an embodiment of the present utility model;

FIG. 3 is a schematic top view of an embodiment of the present utility model;

fig. 4 is a schematic cross-sectional view of an embodiment of the present utility model.

In the figure: 1. a retaining wall; 10. a lower base structure; 11. a rock-loading wall structure; 12. a drain pipe; 13. a waterproof sealing layer; 14. a front concrete reinforcing layer; 15. a filling layer is arranged on the upper part; 16. a rear concrete reinforcing layer; 17. a plain soil layer; 18. thick gravels are used as solid layers; 19. a lower concrete layer; 2. a reinforcing mesh; 3. reinforcing ribs; 30. a bifurcation head.

Detailed Description

In order to make the technical problems, technical schemes and beneficial effects to be solved more clearly apparent, the present utility model is further described in detail below with reference to the accompanying drawings and embodiments. The specific embodiments described herein are offered by way of illustration only and not as limitations of the utility model, and specific details such as particular system architectures, techniques, etc. may be set forth in order to provide a more thorough understanding of the embodiments of the utility model. The described embodiments are some, but not all, embodiments of the present disclosure. It will be apparent, however, to one skilled in the art that the present utility model may be practiced in other embodiments that depart from these specific details. Based on the embodiments in this disclosure, all other embodiments that a person skilled in the art would obtain without making any inventive effort are within the scope of protection of this disclosure.

Specific embodiments of the present utility model are described in detail below with reference to the accompanying drawings.

Fig. 1 is a front view of an embodiment of the present utility model, fig. 2 is a left view of an embodiment of the present utility model, fig. 3 is a top view of an embodiment of the present utility model, and fig. 4 is a cross-sectional view of an embodiment of the present utility model.

Referring to fig. 1 to 4, the present utility model provides a reinforced retaining wall comprising a retaining wall 1, a lower base structure 10 is provided at the bottom of the retaining wall 1, an upper rock wall structure 11 is provided at the upper portion of the retaining wall 1, and the upper rock wall structure 11 is fixed at the upper end of the lower base structure 10, an upper filling layer 15 is provided at the inner center of the upper rock wall structure 11, a front concrete reinforcing layer 14 is provided at the front of the upper filling layer 15, and a rear concrete reinforcing layer 16 is provided at the rear of the upper filling layer 15.

In the embodiment, a plain soil layer 17 is arranged at the bottom of the lower base structure 10, a thick gravelly solid layer 18 is paved at the upper end of the plain soil layer 17, and a lower concrete layer 19 is paved at the upper end surface of the thick gravelly solid layer 18; the inner bottom of the lower concrete layer 19 is provided with a reinforcing mesh 2, and the reinforcing mesh 2 adopts a steel wire mesh structure.

As a preferred embodiment, the retaining wall 1 of the present utility model has a firm bottom, and is firm and reliable, and is not easy to dent, thereby being helpful for forming a strong wall bottom structure.

In the embodiment, a layer of waterproof sealing layer 13 is paved on the outer surface of the upper rock wall structure 11, and the waterproof sealing layer 13 is plastered by cement mortar in a ratio of 1:3;

as a preferred embodiment, the waterproof sealing layer 13 smeared on the outer surface of the upper rock wall structure 11 helps to cover the gaps, so that the gaps are not easy to be eroded and impacted by rainwater, and the waterproof strength of the upper wall of the retaining wall is protected.

In the present embodiment, the front concrete reinforcing layer 14 and the rear concrete reinforcing layer 16 are in a front-rear symmetrical structure with respect to the center of the upper filling layer 15, and the structural arrangement of the front concrete reinforcing layer 14 and the rear concrete reinforcing layer 16 is the same; the middle parts in the front concrete reinforcing layer 14 and the rear concrete reinforcing layer 16 are penetrated by a plurality of groups of reinforcing ribs 3, and the front end and the rear end of each group of reinforcing ribs 3 are provided with multicomponent fork heads 30; the left and right lower sides of the upper rock wall structure 11 are provided with a group of drain pipes 12, and the drain pipes 12 are of stainless steel pipe structures.

As a preferred embodiment, the front concrete reinforcing layer 14 and the rear concrete reinforcing layer 16 are provided for shaping the upper wall structure, so that the inner upper filling layer 15 and the outer upper rock wall structure 11 are conveniently built on the foundation, and the reinforcing ribs 3 provided in the front concrete reinforcing layer 14 and the rear concrete reinforcing layer 16 are provided for reinforcing the impact resistance of the wall, so that the wall is stronger and durable.

Meanwhile, the drain pipes 12 arranged on the left and right lower sides of the upper rock wall structure 11 facilitate external drainage treatment, and drain water by using stainless steel pipes is simple and convenient to drain water.

The utility model can effectively solve the problems that the retaining wall in the comparison document is not firm and firm enough, is easy to be corroded by rainwater to generate cracks, is not easy to resist impact and is not firm and durable, the foundation construction is firm and is not easy to sink, the impact strength of the upper wall body is enhanced, the cracks are conveniently covered, the retaining wall is not easy to be corroded and impacted by rainwater, and the retaining wall is convenient to drain, is not easy to corrode and is firm and durable.

The above-described embodiments are intended to illustrate the present utility model, not to limit it, and any modifications and variations made to the present utility model within the spirit of the utility model and the scope of the claims should be included in the scope of the present utility model.

Claims

1. A reinforced retaining wall comprising a retaining wall (1), characterized in that: the bottom of retaining wall (1) is provided with base structure (10) down, and the upper portion of retaining wall (1) is provided with rock wall structure (11) and goes up rock wall structure (11) and fix the upper end at base structure (10) down, go up rock wall structure (11) in the center be provided with filling layer (15), and the front portion of last filling layer (15) is provided with preceding concrete reinforcement (14), and the rear portion of last filling layer (15) is provided with back concrete reinforcement (16).

2. A reinforced retaining wall according to claim 1, characterized in that the bottom of the lower base structure (10) is provided with a plain layer (17), and that the upper end of the plain layer (17) is laid with a thick gravelly solid layer (18), and that the upper end face of the thick gravelly solid layer (18) is laid with a lower concrete layer (19).

3. A reinforced retaining wall according to claim 2, characterized in that the inner bottom of the lower concrete layer (19) is provided with a reinforcing mesh (2), and that the reinforcing mesh (2) adopts a steel wire mesh structure.

4. A reinforced retaining wall according to claim 1, characterized in that the outer surface of the upper rock wall structure (11) is provided with a waterproof sealing layer (13).

5. A reinforced retaining wall according to claim 1, characterized in that the front concrete reinforcing layer (14) and the rear concrete reinforcing layer (16) are of a front-rear symmetrical structure with respect to the center of the upper filling layer (15), and the structures of the front concrete reinforcing layer (14) and the rear concrete reinforcing layer (16) are identical.

6. A reinforced retaining wall according to claim 1, characterized in that the front concrete reinforcing layer (14) and the rear concrete reinforcing layer (16) are provided with a plurality of groups of reinforcing ribs (3) penetrating through the middle part, and the front and rear ends of each group of reinforcing ribs (3) are provided with multicomponent prongs (30).

7. A reinforced retaining wall according to claim 1, wherein a set of drainage pipes (12) are provided at the lower sides of both the left and right parts of the upper rock wall structure (11), and the drainage pipes (12) are of stainless steel pipe structure.