Slope support reinforcing mesh binding auxiliary device and construction method thereof

Abstract

The invention provides a side slope supporting reinforcing mesh binding auxiliary device and a construction method thereof, and relates to the technical field of foundation pit supporting construction, the device comprises a supporting structure, a balance weight platform and an operation platform are sequentially arranged on the supporting structure from bottom to top, the balance weight platform is used for containing a balance weight block, and the operation platform and the balance weight platform are arranged in parallel; the operation platform comprises a main body section and an extension section which are integrally formed, the main body section is located over the balance weight platform, and the main body section is connected with the balance weight platform through a crawling ladder; and the extension section extends out of the counterweight platform. The construction method comprises the steps that the side slope supporting reinforcing mesh binding auxiliary device is moved to a construction point position; the extension section is aligned with a slope needing to be constructed; a counterweight block is placed on the counterweight platform; an operator enters the operation platform to bind a reinforcing mesh; after binding is completed, an operator goes up and down from the operation platform and moves the device to the next point. On the premise of safety and stability, binding of the slope supporting reinforcing mesh is rapidly completed.

Description

Technical Field

[0001] The invention relates to the technical field of foundation pit support construction, and in particular to a slope support steel mesh binding auxiliary device and a construction method thereof. Background Art

[0002] When the foundation pit geology is weathered rock, the slope coefficient will generally be smaller during the foundation pit support design.

[0003] Therefore, when tying the slope spray anchor support steel mesh for foundation pit support, it is difficult to complete the steel mesh tying construction due to the steep slope and difficulty in climbing up. At the same time, there are great safety hazards in working on the steep slope, which is not conducive to safety management of the construction site.

[0004] Therefore, there is an urgent need for a slope support steel mesh binding auxiliary device and a construction method thereof to solve the above technical problems. Summary of the invention

[0005] The purpose of the present invention is to provide a slope support steel mesh binding auxiliary device and a construction method thereof, so as to solve the technical problems in the prior art that the steel mesh binding construction is difficult to complete due to the steep slope, and there are great safety hazards in working on the steep slope, which is not conducive to the safety management of the construction site. The many technical effects that can be produced by the preferred technical solution among the many technical solutions provided by the present invention are described in detail below.

[0006] To achieve the above object, the present invention provides the following technical solutions:

[0007] The present invention provides a slope support steel mesh binding auxiliary device, comprising a support structure, on which a counterweight platform and an operating platform are arranged in sequence from bottom to top, wherein:

[0008] The counterweight platform is used to accommodate the counterweight block, and the operating platform is arranged in parallel with the counterweight platform;

[0009] The operating platform includes an integrally formed main section and an extension section, wherein the main section is located directly above the counterweight platform, and the main section and the counterweight platform are connected via a ladder; the extension section extends out of the counterweight platform.

[0010] Preferably, the support structure comprises a support frame and a reinforcement structure connected to the support frame, wherein:

[0011] The corners of the counterweight platform are fixedly connected to the support frame;

[0012] The main body section is fixedly connected to the top of the support frame;

[0013] The reinforcement structure includes an "X"-shaped structure, which is arranged between the counterweight platform and the main body section.

[0014] Preferably, it further comprises a reinforcing diagonal brace, one end of which is connected to the supporting frame, and the other end of which is connected to the extending section.

[0015] Preferably, the cross-sections of the counterweight platform and the main body section both adopt a square structure.

[0016] Preferably, the counterweight platform and the operating platform both include a frame and a steel mesh structure arranged inside the frame.

[0017] Preferably, a reinforcing frame is further provided in the operating platform, and the reinforcing frame can divide the steel mesh structure into equal parts.

[0018] Preferably, it further comprises a railing, wherein the railing is arranged on the periphery of the operating platform.

[0019] Preferably, a moving component is arranged at the bottom of the supporting structure.

[0020] A construction method of the above-mentioned slope support steel mesh binding auxiliary device comprises the following steps:

[0021] S1: Move the slope support steel mesh binding auxiliary device to the construction site;

[0022] S2: Align the extension section with the slope to be constructed;

[0023] S3: placing a counterweight on the counterweight platform;

[0024] S4: The operator enters the operating platform through a ladder to tie the steel mesh;

[0025] S5: After the steel mesh is tied at this point, the operator goes up and down from the operating platform via a ladder and moves the slope support steel mesh tying auxiliary device to the next point.

[0026] The present invention provides a slope support steel mesh binding auxiliary device, which includes an integrally formed main section 31 and an extension section 32 by setting an operating platform 3, wherein the main section 31 is located directly above the counterweight platform 2, and the extension section 32 is set as a cantilever structure extending out of the counterweight platform 2. When in use, by placing a counterweight block on the counterweight platform 2 to balance the center of gravity, the operator enters the operating platform 3 through a ladder 4 to operate, and performs steel mesh binding on the extension section 32. The overall structure has good stability when in use, and the construction personnel complete the steel mesh binding through this slope support steel mesh binding auxiliary device, which is safer and more convenient during construction.

[0027] The present invention provides a construction method for a slope support steel mesh binding auxiliary device, comprising moving the slope support steel mesh binding auxiliary device to a construction point; aligning an extension section with a slope to be constructed; placing a counterweight block on a counterweight platform; an operator enters an operating platform via a ladder to bind the steel mesh; after the steel mesh at the point is bound, the operator climbs up and down the operating platform via a ladder, and moves the slope support steel mesh binding auxiliary device to the next point. The operation is simple and convenient, and the slope support steel mesh binding can be quickly completed under the premise of safety and stability. BRIEF DESCRIPTION OF THE DRAWINGS

[0028] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0029] Figure 1 It is a structural schematic diagram of an embodiment of a slope support steel mesh binding auxiliary device of the present invention;

[0030] Figure 2 yes Figure 1 Schematic diagram of the main structure;

[0031] Figure 3 yes Figure 1 A schematic diagram of a top view structure;

[0032] Figure 4 It is a flow chart of the construction method of the slope support steel mesh binding auxiliary device of the present invention.

[0033] In the figure: 1. Support structure; 11. Support frame; 12. Strengthening structure;

[0034] 2. Counterweight platform; 100, frame; 200, steel mesh structure;

[0035] 3. Operation platform; 31. Main section; 32. Extension section; 33. Strengthening frame;

[0036] 4. Ladder; 5. Strengthening braces; 6. Handrails; 7. Moving components. DETAILED DESCRIPTION

[0037] To make the purpose, technical solution and advantages of the present invention clearer, the technical solution of the present invention will be described in detail below. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other implementation methods obtained by ordinary technicians in this field without creative work belong to the scope of protection of the present invention.

[0038] Figure 1 Schematic diagram of the structure of this embodiment. Figure 1 As shown, this embodiment provides a slope support steel mesh binding auxiliary device, including a support structure 1, on which a counterweight platform 2 and an operating platform 3 are arranged in sequence from bottom to top.

[0039] Among them, the counterweight platform 2 is used to accommodate the counterweight block, which is used to ensure the stability of this slope support steel mesh binding auxiliary device when in use, and ensure the smooth binding of the slope support steel mesh.

[0040] In this embodiment, the operating platform 3 is arranged parallel to the counterweight platform 2; the operating platform 3 includes an integrally formed main section 31 and an extension section 32, the main section 31 is located directly above the counterweight platform 2, and the main section 31 and the counterweight platform 2 are connected by a ladder 4; the extension section 32 extends out of the counterweight platform 2.

[0041] The operating platform 3 includes an integrally formed main section 31 and an extension section 32, the main section 31 is located directly above the counterweight platform 2, and the extension section 32 is configured as a cantilever structure extending out of the counterweight platform 2. When in use, by placing a counterweight block on the counterweight platform 2 to balance the center of gravity, the operator enters the operating platform 3 through the ladder 4 to operate, and performs steel mesh binding on the extension section 32. The overall structure has good stability when in use, and the construction personnel complete the steel mesh binding through this slope support steel mesh binding auxiliary device, which is safer and more convenient during construction.

[0042] As an optional implementation, the support structure 1 includes a support frame 11 and a reinforcement structure 12 connected to the support frame 11 .

[0043] Among them, the support frame 11 plays a supporting role for the entire slope support steel mesh binding auxiliary device, and the corners of the counterweight platform 2 are fixedly connected to the support frame 11; the main body section 31 is fixedly connected to the top of the support frame 11.

[0044] The reinforcement structure 12 includes an "X"-shaped structure, which is arranged between the counterweight platform 2 and the main section 31, so that the support strength of this slope support steel mesh binding auxiliary device is stronger, the use stability is better, and the use requirements are met.

[0045] As an optional implementation, Figure 2 : is a schematic diagram of the main structure of this embodiment, such as Figure 2 As shown, the slope support reinforcement mesh binding auxiliary device also includes a reinforcing brace 5. One end of the reinforcing brace 5 in this embodiment is connected to the support frame 11, and the other end of the reinforcing brace 5 is connected to the extension section 32 to ensure stable support for the extension section 32.

[0046] As an optional implementation, the cross-sections of the counterweight platform 2 and the main body section 31 both adopt a square structure. The square structure plane has better stability, ensuring that the overall structure is more stable when in use.

[0047] It is understandable that the cross-sections of the counterweight platform 2 and the main body section 31 may also be set to other shapes, such as triangle, circle, rectangle, etc. It is sufficient to ensure that the counterweight platform 2 is parallel and aligned with the main body section 31 to ensure stability during use.

[0048] As an optional implementation, Figure 3 Schematic diagram of the top view of the structure of this embodiment, as shown in Figure 3 As shown, the counterweight platform 2 and the operating platform 3 in this embodiment both include a frame 100 and a steel mesh structure 200 disposed inside the frame.

[0049] The frame 100 disposed on the counterweight platform 2 is convenient for welding connection with the supporting structure 1, and a steel mesh structure 200 is disposed inside the frame 100 to facilitate placement of the counterweight.

[0050] Similarly, the frame 100 provided on the operating platform 3 is convenient for welding connection with the supporting structure 1, and the steel mesh structure 200 provided inside the operating platform 3 can ensure that the operators can work thereon, thus ensuring the safety of use.

[0051] As an optional implementation, a reinforcing frame 33 is further provided in the operating platform 3 , and the reinforcing frame 33 can divide the steel mesh structure 200 into equal parts.

[0052] In this embodiment, preferably, the width and strength of the reinforcing frame 33 are both greater than the steel mesh structure 200 to ensure the strength of the operating platform 3 during use and to ensure the safety of the operators.

[0053] As an optional embodiment, a railing 6 is further included, which is arranged at the periphery of the operating platform 3 to protect the operating platform 3. The railing 6 in this embodiment is a steel pipe frame welded on the frame 100 of the operating platform 3.

[0054] As an optional implementation, a moving assembly 7 is provided at the bottom of the supporting structure 1. In this embodiment, the moving assembly 7 uses universal wheels, so that the slope support steel mesh binding auxiliary device can be smoothly moved to the construction site through the moving assembly 7.

[0055] It should be noted that, when moving, the cantilever end, that is, the extension section 32, is aligned with the slope to be constructed, and then the universal wheel is locked.

[0056] Figure 4 is a flow chart of the construction method of the slope support steel mesh binding auxiliary device of this embodiment, as shown in Figure 4As shown, this embodiment also provides a construction method of the above-mentioned slope support steel mesh binding auxiliary device, comprising the following steps:

[0057] S1: Move the slope support steel mesh binding auxiliary device to the construction site;

[0058] S2: Align the extension section 32 with the slope to be constructed;

[0059] S3: Placing a counterweight on the counterweight platform 2 to balance the center of gravity and ensure the stability of the entire device when the operator operates on the operating platform 3;

[0060] S4: The operator enters the operating platform 3 through the ladder 4 to tie the steel mesh;

[0061] S5: After the steel mesh at this point is tied, the operator goes down from the operating platform 3 via the ladder 4 and moves the slope support steel mesh tying auxiliary device to the next point. The slope support steel mesh tying is completed in a cycle.

[0062] The construction method of this slope support steel mesh binding auxiliary device is simple and convenient to operate, and can quickly complete the slope support steel mesh binding under the premise of safety and stability.

[0063] The above is only a specific embodiment of the present invention, but the protection scope of the present invention is not limited thereto. Any person skilled in the art can easily think of changes or substitutions within the technical scope disclosed by the present invention, which should be included in the protection scope of the present invention. Therefore, the protection scope of the present invention should be based on the protection scope of the claims.

Claims

1. A slope support steel mesh binding auxiliary device, characterized in that: It includes a supporting structure, on which a counterweight platform and an operating platform are arranged in order from bottom to top, wherein: The counterweight platform is used to accommodate the counterweight block, and the operating platform is arranged in parallel with the counterweight platform; The operating platform includes an integrally formed main section and an extension section, wherein the main section is located directly above the counterweight platform, and the main section and the counterweight platform are connected via a ladder; the extension section extends out of the counterweight platform.

2. The slope support steel mesh binding auxiliary device according to claim 1 is characterized in that: The support structure comprises a support frame and a reinforcement structure connected to the support frame, wherein: The corners of the counterweight platform are fixedly connected to the support frame; The main body section is fixedly connected to the top of the support frame; The reinforcement structure includes an "X"-shaped structure, which is arranged between the counterweight platform and the main body section.

3. The slope support steel mesh binding auxiliary device according to claim 2 is characterized by: It also includes a reinforcing diagonal brace, one end of which is connected to the supporting frame, and the other end of which is connected to the extending section.

4. A slope support steel mesh binding auxiliary device according to any one of claims 1 to 3, characterized in that: The cross sections of the counterweight platform and the main body section both adopt a square structure.

5. A slope support steel mesh binding auxiliary device according to any one of claims 1 to 3, characterized in that: The counterweight platform and the operating platform both include a frame and a steel mesh structure arranged inside the frame.

6. The slope support steel mesh binding auxiliary device according to claim 5 is characterized by: A reinforcement frame is also provided in the operating platform, and the reinforcement frame can divide the steel mesh structure into equal parts.

7. A slope support steel mesh binding auxiliary device according to any one of claims 1 to 3, characterized in that: It also includes a railing, which is arranged on the periphery of the operating platform.

8. A slope support steel mesh binding auxiliary device according to any one of claims 1 to 3, characterized in that: A moving component is arranged at the bottom of the supporting structure.

9. A construction method of the slope support steel mesh binding auxiliary device according to any one of claims 1 to 8, characterized in that: The steps include: S1: Move the slope support steel mesh binding auxiliary device to the construction site; S2: Align the extension section with the slope to be constructed; S3: placing a counterweight on the counterweight platform; S4: The operator enters the operating platform through a ladder to tie the steel mesh; S5: After the steel mesh is tied at this point, the operator goes up and down from the operating platform via a ladder and moves the slope support steel mesh tying auxiliary device to the next point.

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