High slope retaining wall construction mold

By designing a high-slope retaining wall construction mold that combines support components and anchor components, the problem in the existing technology that the removal of anchor rods affects the firmness of the retaining wall and the waste of materials caused by the removal of the anchor rods is solved, achieving full removal of the mold and saving materials. and the improvement of retaining wall strength.

CN222390499UActive Publication Date: 2025-01-24ZHEJIANG ZHEJING CONSTR DEV CO LTD +1
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Patent Information

Application Number
CN202421230526.4
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-05-31
Publication Date
2025-01-24
Estimated Expiration
2034-05-31

AI Technical Summary

Technical Problem

The existing high-slope retaining wall construction mold that removes the anchor rod after pouring will affect the firmness of the retaining wall. If the anchor rod is not removed, material waste will be caused.

Method used

A high-slope retaining wall construction mold is designed, which uses a combination of support components and anchor components. The support components include formwork, support frames, connecting rods, connectors, installation parts and fixing plates. The anchor components include pouring pipes, fixed Sets, clamping parts and reinforcements, the pouring pipe extends into the slope to anchor the retaining wall, and can be taken out after the pouring is completed to avoid leaving behind.

Benefits of technology

Through this design, it is possible to avoid leaving anchor rods without affecting the firmness of the retaining wall, saving materials, and making it easier to disassemble the formwork.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a high slope retaining wall construction mould, which comprises a support assembly, a template, a support frame, a connecting rod, a connecting piece, a mounting piece and a fixing plate, the support frame is arranged on the outer side of the template, the connecting rod is arranged on the outer side of the template, and the connecting piece and the mounting piece are arranged on the outer side of the template. The concrete retaining wall has the advantages that the pouring pipe is installed on the formwork, concrete is poured into the formwork and the pouring pipe, the pouring pipe extends into the side slope to anchor the retaining wall, after the poured concrete is solidified, the formwork and the pouring pipe are taken out, and the concrete forms the trapezoidal retaining wall according to the formwork. One end of a concrete column body formed by the pouring pipe is connected with the retaining wall, the other end of the concrete column body extends into the side slope to anchor the retaining wall, the firmness of the retaining wall is improved, after the formwork is detached, no anchor rod or other structures are left in the side slope, detaching is convenient, and materials are not wasted.
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Description

Technical Field

[0001] The utility model relates to the technical field of high slope retaining walls, in particular to a high slope retaining wall construction mould. Background Art

[0002] A high slope retaining wall is a structural engineering used to prevent soil, rock and other materials from collapsing or sliding. It can be divided into many categories, such as earth-rock dams, rock anchoring systems, anti-erosion structures, etc. It plays a vital role in engineering construction. The high slope retaining wall construction mold is a special tool for pouring concrete, mainly used to make retaining walls, slope protection and other structures. The Chinese patent application number is: CN202020145393.6, a high slope retaining wall construction mold, which uses steel bars to realize the bottom support of the template, so as to prevent the template from shifting outward when pouring concrete mortar, and to avoid leakage caused by the template shift. The two ends of the steel bar are provided with teeth, which are inserted into the ground to increase stability. At the same time, the anchor rod is driven in to further fix the steel bar. When the steel bar does not move, the template can be stabilized and limited. However, the above device fixes the anchor nail inside the ground to support the mold. After the retaining wall is poured, the anchor rod will be removed, which will affect the firmness of the retaining wall. If the anchor rod is not removed, the anchor rod will be left in the ground, resulting in a waste of materials. Utility Model Content

[0003] The purpose of this section is to summarize some aspects of the embodiments of the utility model and briefly introduce some preferred embodiments. Some simplifications or omissions may be made in this section and the specification abstract and utility model name of this application to avoid blurring the purpose of this section, specification abstract and utility model name, and such simplifications or omissions cannot be used to limit the scope of the utility model.

[0004] In view of the above problems and / or the problems existing in the existing high slope retaining wall construction molds, the present utility model is proposed.

[0005] Therefore, the problem to be solved by the utility model is that the prior art fixes anchor nails inside the ground to support the mold. After the retaining wall is poured, removing the anchor rods will affect the firmness of the retaining wall. If the anchor rods are not removed, they will remain in the ground, causing material waste.

[0006] To solve the above technical problems, the utility model provides the following technical solutions: a high slope retaining wall construction mold, which includes a support assembly, including a template, a support frame, a connecting rod, a connecting piece, a mounting piece and a fixing plate, the support frame is arranged on the outside of the template, the connecting rod is arranged on the outside of the template, the connecting piece and the mounting piece are both arranged on the outside of the template, the fixing plate is arranged on the outside of the template, and; an anchor assembly, the anchor assembly is arranged on the outside of the template, including a casting pipe, a fixing sleeve, a clamping piece and a reinforcement piece, the casting pipe is arranged on the outside of the template, the fixing sleeve is arranged on the outside of the template, and the clamping piece and the reinforcement piece are both arranged on the outside of the casting pipe.

[0007] As a preferred solution of the high slope retaining wall construction mold of the utility model, wherein: the support frame includes vertical bars and horizontal bars, and the vertical bars and horizontal bars are welded to the outside of the template.

[0008] As a preferred solution of the high slope retaining wall construction mold described in the utility model, the template is composed of a plurality of upper and lower trapezoidal hollow shells, two groups on the left and two groups on the right, the connecting rod is welded to the template on the left, and the outer side of the template on the right is provided with a mounting block adapted to the connecting rod.

[0009] As a preferred solution of the high slope retaining wall construction mold of the utility model, the connecting piece includes a connecting strip and a mounting bolt, the connecting strip is welded on the outside of the template, and the mounting bolt is arranged inside the connecting strip.

[0010] As a preferred solution of the high slope retaining wall construction mold of the utility model, the mounting part includes a mounting sleeve and a fixing bolt, the mounting sleeve is arranged on the outside of the connecting strip, and the fixing bolt is arranged inside the mounting sleeve.

[0011] As a preferred solution of the high slope retaining wall construction mold of the utility model, wherein: the fixing plate is welded to the outside of the template and is provided with a through hole inside.

[0012] As a preferred solution of the high slope retaining wall construction mold of the utility model, the casting pipe includes a bottom half pipe, a top half pipe and a connecting ring, and the outer sides of the bottom half pipe and the top half pipe are both provided with connecting rings.

[0013] As a preferred solution of the high slope retaining wall construction mold of the utility model, wherein: the fixing sleeve is welded to the outside of the template, and the bottom half pipe and the top half pipe are both arranged inside the fixing sleeve.

[0014] As a preferred solution of the high slope retaining wall construction mold of the utility model, the clamping part includes a clamping column and a clamping groove, the clamping column is arranged on the outside of the bottom half pipe, and the clamping groove is arranged on the outside of the top half pipe.

[0015] As a preferred solution of the high slope retaining wall construction mold of the utility model, the reinforcing member includes a buckle and a block, the buckle is arranged on the outside of the top half pipe, and the block is arranged on the outside of the bottom half pipe.

[0016] The beneficial effects of the utility model are as follows: the connecting ring is fixed on the fixing sleeve, so that the pouring pipe is installed on the template; after the template is installed, concrete is poured into the template, and at the same time, concrete is poured into the pouring pipe, the pouring pipe extends into the inside of the slope, and plays a role in anchoring the retaining wall; after the pouring is completed and the concrete solidifies, the template and the pouring pipe are taken out, and the concrete forms a trapezoidal retaining wall according to the template; one end of the concrete column formed by the pouring pipe is connected to the retaining wall, and the other end extends into the inside of the slope to anchor the retaining wall, thereby improving the firmness of the retaining wall; after the template is disassembled, no structures such as anchor rods are left inside the slope, and the disassembly is convenient without wasting materials. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the following briefly introduces the drawings required for the description of the embodiments. Obviously, the drawings described below are only some embodiments of the present utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without creative labor. Among them:

[0018] Figure 1 This is the overall structural diagram of the high slope retaining wall construction mold.

[0019] Figure 2 This is the template structure diagram of the high slope retaining wall construction mold.

[0020] Figure 3 This is the structural diagram of the installation parts of the high slope retaining wall construction mold.

[0021] Figure 4 This is the structural diagram of the fixed sleeve of the high slope retaining wall construction mold.

[0022] Figure 5 This is the casting pipe structure diagram of the high slope retaining wall construction mold.

[0023] Figure 6 This is the disassembly diagram of the casting pipe of the high slope retaining wall construction mold.

[0024] Figure 7 For high slope retaining wall construction mold Figure 6 A partial enlarged structural diagram in the middle.

[0025] Numbers in the figure: 100, support assembly; 101, formwork; 102, support frame; 102a, vertical rod; 102b, horizontal rod; 103, connecting rod; 104, connecting piece; 104a, connecting strip; 104b, mounting bolt; 105, mounting piece; 105a, mounting sleeve; 105b, fixing bolt; 106, fixing plate; 200, anchor assembly; 201, casting pipe; 201a, bottom half pipe; 201b, top half pipe; 201c, connecting ring; 202, fixing sleeve; 203, clamping piece; 203a, clamping column; 203b, clamping groove; 204, reinforcement piece; 204a, buckle; 204b, clamping block. DETAILED DESCRIPTION

[0026] In order to make the above-mentioned purposes, features and advantages of the present invention more obvious and easy to understand, the specific implementation methods of the present invention are described in detail below in conjunction with the accompanying drawings.

[0027] In the following description, many specific details are set forth to facilitate a full understanding of the present invention, but the present invention may also be implemented in other ways different from those described herein, and those skilled in the art may make similar generalizations without violating the connotation of the present invention. Therefore, the present invention is not limited to the specific embodiments disclosed below.

[0028] Secondly, the term "one embodiment" or "embodiment" as used herein refers to a specific feature, structure or characteristic that may be included in at least one implementation of the present invention. The term "in one embodiment" that appears in different places in this specification does not necessarily refer to the same embodiment, nor does it refer to a separate or selective embodiment that is mutually exclusive with other embodiments.

[0029] Example 1

[0030] Reference Figure 1 to Figure 7 , which is the first embodiment of the utility model, and this embodiment provides a high slope retaining wall construction mold. The high slope retaining wall construction mold includes a support component 100 and an anchor component 200. The support component 100 is used to support the mold, and the anchor component 200 is used to reinforce the mold.

[0031] The support assembly 100 includes a template 101, a support frame 102, a connecting rod 103, a connecting piece 104, a mounting piece 105 and a fixing plate 106. The support frame 102 is arranged on the outside of the template 101, the connecting rod 103 is arranged on the outside of the template 101, the connecting piece 104 and the mounting piece 105 are both arranged on the outside of the template 101, and the fixing plate 106 is arranged on the outside of the template 101.

[0032] The template 101 is reinforced by the support frame 102 to improve the strength of the template 101, the template 101 is connected and fixed by the connecting rod 103 and the connecting member 104, the template 101 is reinforced by the mounting member 105, and the template 101 is mounted and fixed by the fixing plate 106.

[0033] The anchor assembly 200 is arranged on the outside of the formwork 101, and includes a casting pipe 201, a fixing sleeve 202, a clamping piece 203 and a reinforcing piece 204. The casting pipe 201 is arranged on the outside of the formwork 101, the fixing sleeve 202 is arranged on the outside of the formwork 101, and the clamping piece 203 and the reinforcing piece 204 are both arranged on the outside of the casting pipe 201.

[0034] The pouring pipe 201 is installed on the formwork 101 using the fixing sleeve 202 , and concrete is poured into the slope using the pouring pipe 201 . The formwork is anchored, and the pouring pipe 201 is assembled using the clamping piece 203 and the reinforcing piece 204 .

[0035] Example 2

[0036] Reference Figure 2 and Figure 3 , which is the second embodiment of the utility model, and this embodiment is based on the previous embodiment.

[0037] Specifically, the support frame 102 includes a vertical rod 102 a and a horizontal rod 102 b , and the vertical rod 102 a and the horizontal rod 102 b are both welded to the outer side of the template 101 .

[0038] The vertical bars 102 a and the horizontal bars 102 b are welded alternately on the outside of the template 101 to enhance the strength of the template 101 .

[0039] Specifically, the template 101 is composed of a plurality of upper and lower trapezoidal hollow shells, two groups on each side, the connecting rod 103 is welded to the template 101 on the left side, and a mounting block adapted to the connecting rod 103 is provided on the outer side of the template 101 on the right side.

[0040] The template 101 is assembled from multiple groups, which is convenient for transportation and disassembly. After the template 101 is assembled, the left and right groups of templates 101 are connected and fixed by connecting rods 103.

[0041] Specifically, the connecting member 104 includes a connecting strip 104a and a mounting bolt 104b. The connecting strip 104a is welded to the outside of the template 101, and the mounting bolt 104b is disposed inside the connecting strip 104a.

[0042] After the upper and lower templates 101 are spliced ​​together, the mounting bolts 104b are inserted into the connecting strips 104a in the upper and lower templates 101, so as to install and fix the templates 101 together.

[0043] Specifically, the mounting member 105 includes a mounting sleeve 105a and a fixing bolt 105b. The mounting sleeve 105a is disposed on the outside of the connecting strip 104a, and the fixing bolt 105b is disposed inside the mounting sleeve 105a.

[0044] After the left and right connections of the template 101 are completed, the installation sleeve 105a is clamped at the connection, and then connected and fixed by the fixing bolts 105b.

[0045] Specifically, the fixing plate 106 is welded to the outside of the template 101 and has a through hole inside.

[0046] The template 106 is fixed on the ground using a fixing plate 106 .

[0047] Example 3

[0048] Reference Figures 4 to 7 , which is the third embodiment of the utility model, and this embodiment is based on the first two embodiments.

[0049] Specifically, the casting pipe 201 includes a bottom half pipe 201a, a top half pipe 201b and a connecting ring 201c. The outer sides of the bottom half pipe 201a and the top half pipe 201b are both provided with connecting rings 201c.

[0050] The casting pipe 201 is composed of two lower bottom half-pipes 201a and a top half-pipe 201b. After casting, it is easy to take out. One end of the bottom half-pipe 201a and the top half-pipe 201b is welded with a connecting ring 201c.

[0051] Specifically, the fixing sleeve 202 is welded to the outside of the template 101 , and the bottom half pipe 201 a and the top half pipe 201 b are both arranged inside the fixing sleeve 202 .

[0052] The fixing sleeve 202 is welded to both sides of the template 101 , the pouring pipe 201 passes through the inside of the fixing sleeve 202 , and then the connecting ring 201 c is fixed on the fixing sleeve 202 , so that the pouring pipe 201 is installed on the template 101 .

[0053] Specifically, the clamping member 203 includes a clamping column 203a and a clamping groove 203b. The clamping column 203a is arranged on the outside of the bottom half tube 201a, and the clamping groove 203b is arranged on the outside of the top half tube 201b.

[0054] The clamping column 203a is clamped into the interior of the clamping groove 203b to connect the bottom half tube 201a and the top half tube 201b together.

[0055] Specifically, the reinforcement member 204 includes a buckle 204a and a block 204b. The buckle 204a is arranged on the outside of the top half tube 201b, and the block 204b is arranged on the outside of the bottom half tube 201a.

[0056] The buckle 204a is synchronously connected to the outer side of the clamping block 204b along with the clamping column 203a, so as to reinforce the bottom half pipe 201a and the top half pipe 201b, improve the firmness of the pouring pipe 201, and prevent the pouring pipe 201 from exploding when pouring concrete.

[0057] When in use, the template 101 is assembled at a suitable position outside the slope, and then the mounting bolts 104b are inserted into the connecting strips 104a in the upper and lower templates 101, so as to install and fix the templates 101 together. After the left and right connections of the templates 101 are completed, the mounting sleeve 105a is clamped at the connection, and then connected and fixed by the fixing bolts 105b, and the template 106 is fixed to the ground by using the fixing plate 106, and a through hole for accommodating the pouring pipe 201 is opened inside the slope, and then the bottom half pipe 201a and the top half pipe 201b are passed through the fixing sleeve 202, and the clamping column 203a is clamped into the inside of the clamping groove 203b, and the bottom half pipe 201a and the top half pipe 201b are connected together, and the buckle 204a is synchronously clamped to the outside of the clamping block 204b along with the clamping column 203a, and the bottom half pipe 201a and the top half pipe 201b are clamped together. The reinforcement treatment improves the firmness of the pouring pipe 201 and prevents the pouring pipe 201 from exploding when pouring concrete. Then, the connecting ring 201c is fixed on the fixing sleeve 202, so that the pouring pipe 201 is installed on the template 101. After the template 101 is installed, concrete is poured into the template 101 and the pouring pipe 201 is poured at the same time. The pouring pipe 201 extends into the slope to anchor the retaining wall. After the pouring is completed and the concrete solidifies, the template 101 and the pouring pipe 201 are taken out. The concrete forms a trapezoidal retaining wall according to the template 101. One end of the concrete column formed by the pouring pipe 201 is connected to the retaining wall, and the other end extends into the slope to anchor the retaining wall, thereby improving the firmness of the retaining wall. After the template 101 is disassembled, there is no anchor rod or other structure left inside the slope, so the disassembly is convenient and does not waste materials.

[0058] It should be noted that the above embodiments are only used to illustrate the technical solution of the utility model rather than to limit it. Although the utility model has been described in detail with reference to the preferred embodiments, ordinary technicians in the field should understand that the technical solution of the utility model can be modified or replaced by equivalents without departing from the spirit and scope of the technical solution of the utility model, which should be included in the scope of the claims of the utility model.

Claims

1. A high slope retaining wall construction mold, characterized in that: include, A support assembly (100), comprising a template (101), a support frame (102), a connecting rod (103), a connecting member (104), a mounting member (105) and a fixing plate (106), wherein the support frame (102) is arranged on the outside of the template (101), the connecting rod (103) is arranged on the outside of the template (101), the connecting member (104) and the mounting member (105) are both arranged on the outside of the template (101), and the fixing plate (106) is arranged on the outside of the template (101); and; An anchoring assembly (200), the anchoring assembly (200) is arranged on the outside of the formwork (101), and comprises a casting pipe (201), a fixing sleeve (202), a clamping piece (203) and a reinforcing piece (204), the casting pipe (201) is arranged on the outside of the formwork (101), the fixing sleeve (202) is arranged on the outside of the formwork (101), and the clamping piece (203) and the reinforcing piece (204) are both arranged on the outside of the casting pipe (201).

2. The high slope retaining wall construction mold according to claim 1, characterized in that: The support frame (102) comprises a vertical rod (102a) and a horizontal rod (102b), and the vertical rod (102a) and the horizontal rod (102b) are both welded to the outside of the template (101).

3. The high slope retaining wall construction mold according to claim 1, characterized in that: The template (101) is composed of a plurality of upper and lower trapezoidal hollow shells, two groups on the left and two groups on the right. The connecting rod (103) is welded to the template (101) on the left, and a mounting block adapted to the connecting rod (103) is provided on the outer side of the template (101) on the right.

4. The high slope retaining wall construction mold according to claim 3, characterized in that: The connecting member (104) comprises a connecting strip (104a) and a mounting bolt (104b); the connecting strip (104a) is welded to the outside of the template (101), and the mounting bolt (104b) is arranged inside the connecting strip (104a).

5. The high slope retaining wall construction mold according to claim 4, characterized in that: The mounting member (105) comprises a mounting sleeve (105a) and a fixing bolt (105b); the mounting sleeve (105a) is arranged on the outside of the connecting strip (104a); and the fixing bolt (105b) is arranged inside the mounting sleeve (105a).

6. The high slope retaining wall construction mold according to claim 1, characterized in that: The fixing plate (106) is welded to the outside of the template (101) and is provided with a through hole inside.

7. The high slope retaining wall construction mold according to claim 1, characterized in that: The casting pipe (201) comprises a bottom half pipe (201a), a top half pipe (201b) and a connecting ring (201c), and the outer sides of the bottom half pipe (201a) and the top half pipe (201b) are both provided with connecting rings (201c).

8. The high slope retaining wall construction mold according to claim 7, characterized in that: The fixing sleeve (202) is welded to the outside of the template (101), and the bottom half tube (201a) and the top half tube (201b) are both arranged inside the fixing sleeve (202).

9. The high slope retaining wall construction mold according to claim 7, characterized in that: The clamping member (203) comprises a clamping column (203a) and a clamping slot (203b), wherein the clamping column (203a) is arranged on the outside of the bottom half tube (201a), and the clamping slot (203b) is arranged on the outside of the top half tube (201b).

10. The high slope retaining wall construction mold according to claim 7, characterized in that: The reinforcing member (204) comprises a buckle (204a) and a block (204b), wherein the buckle (204a) is arranged on the outside of the top half tube (201b), and the block (204b) is arranged on the outside of the bottom half tube (201a).

Citation Information

Patent Citations

  • High slope retaining wall construction mold

    CN212358367U