Cured soil pouring retaining wall

By using limited-connected bracket units and connecting rods in cured soil retaining walls, the wall is quickly assembled, and the problem of low construction efficiency of cured soil retaining walls in the prior art is solved, and the construction time is significantly reduced and efficiency is improved.

CN119824947APending Publication Date: 2025-04-15CHINA CONSTR SEVENTH ENG DIVISION CORP LTD
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Patent Information

Application Number
CN202510312843.3
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-03-17
Publication Date
2025-04-15

AI Technical Summary

Technical Problem

The existing cured soil retaining walls have low construction efficiency, making it difficult to maximize the advantages of rapid construction of cured soil.

Method used

A bracket is formed by a connecting rod limit connection through several bracket units, and the wall is connected to the bracket to form a rapidly assembled solidified soil cast retaining wall.

Benefits of technology

This greatly reduces the construction time of the retaining wall and improves the construction efficiency, thereby maximizing the advantages of rapid construction of cured soil.

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Abstract

The invention discloses a solidified soil pouring retaining wall, and relates to the technical field of solidified soil pouring, the solidified soil pouring retaining wall comprises a wall body, connecting rods and a plurality of support units, the plurality of support units are connected in a limited manner through the connecting rods to form a support for supporting the wall body, and the wall body is connected with the support. The support units are connected in a limited mode through the connecting rods to form the support, the wall body is connected to the support to form the solidified soil pouring retaining wall formed through rapid assembly, the construction time of the retaining wall is greatly shortened, the construction efficiency of the retaining wall is improved, and then the advantage of rapid construction of solidified soil is improved to the maximum extent; the technical problem that an existing solidified soil retaining wall is low in construction efficiency is solved.
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Description

Technical Field

[0001] The invention relates to the technical field of solidified soil casting, in particular to a solidified soil casting retaining wall. Background Art

[0002] With the advantages of high strength, good fluidity, fast construction, good volume stability, good impermeability, low cost, environmental friendliness and wide application range, the application of solidified soil in modern engineering construction is becoming more and more extensive, including road construction, foundation treatment, environmental protection, local backfilling and other aspects. Considering that it is mostly used in deep foundation pits, fertilizer troughs, room cores and other parts where machinery is difficult to operate and requires segmented construction, the use of earth piling or brick retaining walls can also achieve the purpose of layered and segmented construction, but the construction time of retaining walls is relatively long and requires mechanical assistance. The efficiency of retaining wall construction is low, and it is difficult to maximize the advantages of rapid construction of solidified soil. Summary of the invention

[0003] In view of the deficiencies in the above-mentioned background technology, the present invention proposes a solidified soil casting retaining wall, which solves the technical problem of low construction efficiency of the existing solidified soil retaining wall.

[0004] The technical solution of the present invention is implemented as follows: a solidified soil casting retaining wall comprises a wall body, a connecting rod and a plurality of bracket units, wherein the plurality of bracket units are connected by the connecting rod to form a bracket supporting the wall body, and the wall body is connected to the bracket. The present application utilizes a plurality of bracket units to form a bracket by connecting the connecting rod to form a bracket, and the wall body is connected to the bracket to form a solidified soil casting retaining wall formed by rapid assembly, which greatly reduces the construction time of the retaining wall, improves the construction efficiency of the retaining wall, and thus maximizes the advantages of rapid construction of solidified soil.

[0005] Preferably, the bracket unit is provided with a limiting groove, and the connecting rod is plugged into the limiting groove, and the connecting rod is inserted into the limiting grooves on the bracket units in sequence to connect the bracket units to form a bracket supporting the wall. The limiting groove is provided to achieve the limiting connection between adjacent bracket units, so that the limiting connection of the bracket units forms a bracket for supporting the wall panel, and the provision of the limiting groove improves the convenience of connection between adjacent bracket units.

[0006] Preferably, at least two of the limiting grooves are provided on the bracket unit. The limiting grooves are provided to realize the limiting connection between adjacent bracket units, so that several bracket units are limitedly connected to form a whole. The at least two limiting grooves are provided to ensure that the connecting rod is inserted into at least two limiting grooves on several bracket units in sequence to connect several bracket units to form a bracket supporting the wall, increase the number of limiting grooves, and improve the limiting effect of the bracket formed by the limiting connection of several bracket units.

[0007] Preferably, the bracket unit includes a base and an oblique support rod, one end of the base is provided with an upright rod, the other end is provided with a first fixing hole, the top of the upright rod is provided with a second positioning hole, the top of the oblique support rod is bent and plugged into the second positioning hole, and the bottom is bent and plugged into the first fixing hole. Then, one end of the oblique support rod is plugged into the base, and the other end is plugged into the upright rod to form a stable bracket unit, wherein the base and the upright rod can be fixed by welding.

[0008] Preferably, the cross section of the bracket unit formed by the base, the vertical pole and the diagonal brace is triangular. The bracket unit formed by the base, the vertical pole and the diagonal brace in a triangular arrangement has higher stability.

[0009] Preferably, a fixing rod is connected to one end of the base close to the vertical rod, and the fixing rod, the base and the vertical rod form the limiting groove, and the spacing between the fixing rod and the vertical rod is adapted to the connecting rod. The fixing rod is arranged to form the limiting groove between the base and the vertical rod, and after the connecting rod is inserted into the limiting groove, the fixing rod plays a limiting role on the connecting rod. Preferably, after the connecting rod is inserted into the limiting groove, the height of the connecting rod is lower than the height of the fixing rod, so that the connecting rod is completely within the stopping range of the fixing rod.

[0010] Preferably, the at least two fixing rods are coaxially arranged along the base. The at least two fixing rods are coaxially arranged along the base, which ensures that the at least two limiting grooves formed between the fixing rods, the base and the vertical rods are coaxially arranged, which facilitates the rapid insertion and limiting of the connecting rod.

[0011] Preferably, the base is a quadrilateral base, the two vertical poles are located at one end of the base, and the two first fixing holes are located at the other end. The base being a quadrilateral base is conducive to ensuring the stability of the base when placed on the ground. The two vertical poles are located at one end of the base, and the two first fixing holes are located at the other end, that is, the vertical poles and the first fixing holes at both ends of the base are connected by diagonal braces to form a stable triangular structure.

[0012] Preferably, the wall includes a connecting plate connected to the vertical pole, and a wooden square is fixedly connected to the connecting plate. The connecting plate and the wooden square are combined to form the wall, which is conducive to ensuring the firmness of the wall. Preferably, the connecting plate and the wooden square are arranged vertically, and the connecting plate and the wooden square can be fixedly connected by screws.

[0013] Preferably, at least two connecting plates are arranged on the wooden square. The arrangement of at least two connecting plates enables more connecting plates to be arranged on the wooden square, which is beneficial to improving the firmness of the wall formed by the combination of the connecting plates and the wooden square.

[0014] Beneficial effects of the present invention: 1. The present application utilizes a plurality of bracket units to be connected by connecting rods to form a bracket, and connects the wall to the bracket to form a quickly assembled solidified soil casting retaining wall. The construction time of the retaining wall is greatly reduced, the construction efficiency of the retaining wall is improved, and the advantages of rapid construction of solidified soil are maximized.

[0015] 2. The limiting grooves are formed between the fixing rod, the base and the vertical rod of the present application. After the connecting rod is inserted into the limiting grooves of the adjacent bracket units, the adjacent bracket units are quickly connected in a limiting manner to form a bracket as a whole. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] In order to more clearly illustrate the embodiments of the present invention, the accompanying drawings required for use in the description of the embodiments will be briefly introduced below. Obviously, the accompanying drawings in the following description are only some embodiments of the present invention. For ordinary technicians in this field, other accompanying drawings can be obtained based on these accompanying drawings without paying any creative work.

[0017] Figure 1 It is a schematic diagram of the connection between the base, the vertical poles and the diagonal bracing rods of the present invention.

[0018] Figure 2 It is a schematic diagram of the present invention.

[0019] In the figure, 1 is a base, 2 is a vertical pole, 3 is a first fixing hole, 4 is a diagonal support rod, 5 is a fixing rod, 6 is a connecting rod, 7 is a connecting plate, 8 is a wooden square, and 9 is a second positioning hole. DETAILED DESCRIPTION

[0020] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0021] Example 1, a solidified soil cast retaining wall, such as Figure 2 As shown, it includes a wall, a connecting rod 6 and a plurality of bracket units, wherein the plurality of bracket units are connected by the connecting rod 6 to form a bracket supporting the wall, and the wall is connected to the bracket. The present application utilizes a plurality of bracket units to form a bracket by the connecting rod 6, and connects the wall to the bracket to form a fast assembled solidified soil casting retaining wall, which greatly reduces the construction time of the retaining wall, improves the construction efficiency of the retaining wall, and maximizes the advantage of fast solidified soil construction.

[0022] Example 2, based on Example 1, a solidified soil casting retaining wall, such as Figure 2As shown, the bracket unit is provided with a limiting groove, and the connecting rod 6 is plugged into the limiting groove. The connecting rod 6 is inserted into the limiting grooves on the bracket units in sequence to connect the bracket units to form a bracket supporting the wall. The limiting groove is set to achieve the limiting connection between adjacent bracket units, so that the limiting connection of the bracket units forms a bracket for supporting the wall panel. The setting of the limiting groove improves the convenience of connecting the adjacent bracket units.

[0023] Example 3, based on Example 2, a solidified soil casting retaining wall, such as Figure 2 As shown, at least two limiting grooves are provided on the bracket unit. The limiting grooves are provided to realize the limiting connection between adjacent bracket units, so that several bracket units are limitedly connected to form a whole. The at least two limiting grooves are provided to ensure that the connecting rod 6 is inserted into at least two limiting grooves on several bracket units in sequence to connect several bracket units to form a bracket supporting the wall, increase the number of limiting grooves, and improve the limiting effect of the bracket formed by the limiting connection of several bracket units.

[0024] Example 4, based on Example 3, a solidified soil casting retaining wall, such as Figure 1 and Figure 2 As shown, the bracket unit includes a base 1 and an oblique support rod 4, one end of the base 1 is provided with a vertical rod 2, the other end is provided with a first fixing hole 3, the top of the vertical rod 2 is provided with a second positioning hole 9, the top of the oblique support rod 4 is bent and plugged into the second positioning hole 9, and the bottom is bent and plugged into the first fixing hole 3. Then one end of the oblique support rod 4 is plugged into the base 1, and the other end is plugged into the vertical rod 2 to form a stable bracket unit, wherein the base 1 and the vertical rod 2 can be fixed by welding.

[0025] The diagonal brace 4 is formed by welding three 30*30*3 square steel pipes, one square steel pipe is the main body of the diagonal brace 4, and the other two square steel pipes are used as the bending parts of the diagonal brace 4 for plugging and matching with the first fixing hole 3 or the second positioning hole 9.

[0026] Example 5, based on Example 4, a solidified soil casting retaining wall, such as Figure 1 and Figure 2 As shown, the cross section of the bracket unit formed by the base 1, the vertical rod 2 and the diagonal brace 4 is triangular. The bracket unit formed by the base 1, the vertical rod 2 and the diagonal brace 4 in a triangular arrangement has higher stability.

[0027] Example 6, based on Example 5, a solidified soil casting retaining wall, such as Figure 1 and Figure 2As shown, a fixing rod 5 is connected to one end of the base 1 near the vertical pole 2, and the fixing rod 5, the base 1 and the vertical pole 2 form the limiting groove, and the spacing between the fixing rod 5 and the vertical pole 2 is adapted to the connecting rod 6. The fixing rod 5 is arranged to form the limiting groove between the base 1 and the vertical pole 2, and after the connecting rod 6 is inserted into the limiting groove, the fixing rod 5 limits the connecting rod 6. Preferably, after the connecting rod 6 is inserted into the limiting groove, the height of the connecting rod 6 is lower than the height of the fixing rod 5, so that the connecting rod 6 is completely within the stopping range of the fixing rod 5.

[0028] Example 7, based on Example 6, a solidified soil casting retaining wall, such as Figure 1 and Figure 2 As shown, the at least two fixing rods 5 are coaxially arranged along the base 1. The at least two fixing rods 5 are coaxially arranged along the base 1, which ensures that the at least two limiting grooves formed between the fixing rods 5, the base 1 and the vertical rod 2 are coaxially arranged, which facilitates the rapid insertion and limiting of the connecting rod 6.

[0029] Example 8, based on Example 7, a solidified soil casting retaining wall, such as Figure 1 As shown, the base 1 is a quadrilateral base, the two vertical poles 2 are located at one end of the base 1, and the two first fixing holes 3 are located at the other end. The base 1 is a quadrilateral base, which is conducive to ensuring the stability of the base when placed on the ground. The two vertical poles 2 are located at one end of the base 1, and the two first fixing holes 3 are located at the other end, that is, the vertical poles 2 and the first fixing holes 3 at both ends of the base 1 are connected by the diagonal brace rod 4 to form a stable triangular structure.

[0030] Embodiment 9, based on any one of Embodiments 4 to 8, a solidified soil casting retaining wall, such as Figure 2 As shown, the wall includes a connecting plate 7 connected to the vertical pole 2, and a wooden square 8 is fixedly connected to the connecting plate 7. The connecting plate 7 and the wooden square 8 are combined to form the wall, which is conducive to ensuring the firmness of the wall. Preferably, the connecting plate 7 and the wooden square 8 are arranged vertically, wherein the connecting plate 7 and the wooden square 8 can be fixedly connected by screws, and the vertical pole 2 and the connecting plate 7 can also be fixedly connected by screws.

[0031] Example 10, based on Example 9, a solidified soil casting retaining wall, such as Figure 2 As shown, at least two connecting plates 7 are arranged on the wooden square 8. The arrangement of at least two connecting plates 7 allows more connecting plates 7 to be arranged on the wooden square 8, which is beneficial to improving the firmness of the wall formed by the combination of the connecting plates 7 and the wooden square 8.

[0032] When implementing Example 10, the base 1 is welded into a square by four 40*40*3 square steel pipes, and the two adjacent corners of the square are welded to form a vertical pole 2, and the other two adjacent corners are formed by two 40mm high 40*40*3 square steel pipes. Positioning holes 3 are formed, and then the diagonal brace 4 is welded by three 30*30*3 square steel pipes. The base 1, the vertical pole 2 and the diagonal brace 4 are plugged and fixed to form the bracket unit of the present application. The size of the required wall is determined by proportional adjustment according to the pouring height, and then the number of required bracket units is determined according to the size, and then the connecting plate 7 and the wooden square 8 are combined to form the wall, and then the required bracket units are connected by the quick insertion limit connection of the connecting rod 6 to form an integral bracket, and then the wall is fixedly connected to the vertical pole 2 on the bracket, so as to form the supporting wall for solidified soil pouring of the present application. It should be noted that when pouring solidified soil, it is necessary to pay attention not to directly flush the supporting wall of the present application. After the solidified soil is initially solidified and people can go up, it can be removed and used for the upper layer of the supporting wall of the present application.

[0033] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims

1. A solidified soil casting retaining wall, characterized in that: It comprises a wall, a connecting rod (6) and a plurality of bracket units, wherein the plurality of bracket units are connected in a limited manner through the connecting rod (6) to form a bracket supporting the wall, and the wall is connected to the bracket.

2. The solidified soil casting retaining wall according to claim 1, characterized in that: The bracket unit is provided with a limiting groove, and the connecting rod (6) is plugged into the limiting groove. The connecting rod (6) is inserted into the limiting grooves on several bracket units in sequence to connect the several bracket units to form a bracket supporting the wall.

3. The solidified soil casting retaining wall according to claim 2 is characterized in that: At least two limiting grooves are arranged on the bracket unit.

4. The solidified soil casting retaining wall according to claim 3 is characterized in that: The bracket unit comprises a base (1) and an oblique support rod (4); one end of the base (1) is provided with a vertical rod (2), and the other end is provided with a first fixing hole (3); the top of the vertical rod (2) is provided with a second positioning hole (9); the top of the oblique support rod (4) is bent to be plugged into the second positioning hole (9), and the bottom of the oblique support rod (4) is bent to be plugged into the first fixing hole (3).

5. The solidified soil casting retaining wall according to claim 4, characterized in that: The upper cross section of the bracket unit formed by the base (1), the vertical rod (2) and the diagonal support rod (4) is triangular.

6. The solidified soil casting retaining wall according to claim 5, characterized in that: A fixing rod (5) is connected to one end of the base (1) close to the vertical rod (2); the limiting groove is formed between the fixing rod (5), the base (1) and the vertical rod (2); and the spacing between the fixing rod (5) and the vertical rod (2) is matched with the connecting rod (6).

7. The solidified soil casting retaining wall according to claim 6, characterized in that: The at least two fixing rods (5) are coaxially arranged along the base (1).

8. The solidified soil casting retaining wall according to claim 7, characterized in that: The base (1) is a quadrilateral base, the two upright poles (2) are located at one end of the base (1), and the two first fixing holes (3) are located at the other end.

9. The solidified soil casting retaining wall according to any one of claims 4 to 8, characterized in that: The wall comprises a connecting plate (7) connected to the vertical pole (2), and a wooden square (8) is fixedly connected to the connecting plate (7).

10. The solidified soil casting retaining wall according to claim 9, characterized in that: At least two connecting plates (7) are arranged on the wooden square (8).