Reinforced concrete prefabricated structural member

By designing reinforced concrete prefabricated structural parts and using the cooperation of support rods and hooks, the problem of low construction efficiency of traditional prefabricated sandwells is solved, rapid lifting and position proofreading are achieved, and construction efficiency and sealing effect are improved.

CN222332773UActive Publication Date: 2025-01-10汇泰建设集团有限公司
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Patent Information

Application Number
CN202421174322.3
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-05-27
Publication Date
2025-01-10
Estimated Expiration
2034-05-27

AI Technical Summary

Technical Problem

The construction efficiency of traditional prefabricated sand-sinking wells is low, and the multi-section pipe body is not easy to lift during construction, resulting in slowing down the construction progress.

Method used

Design a reinforced concrete prefabricated structural member, including a top tube, a plurality of middle tubes and a bottom tube, the ring walls of the top tube and the middle tube are arranged with support rods, and the ring walls of the bottom tube and the middle tube are provided with hooks and sockets, through The correspondence between hooks and sockets realizes rapid lifting and position proofreading, improving construction efficiency.

Benefits of technology

通过该设计,能够快速完成预制沉沙井的起吊和位置校对,大大提高施工进度和效率,增强密封效果。

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to a reinforced concrete prefabricated structural member which comprises a top pipe, a plurality of middle pipes and a bottom cylinder. Firstly, a lifting rope is hung on a lifting hook of a bottom cylinder, so that the bottom cylinder is convenient to lift, the construction progress is greatly accelerated, further, the lifting rope is hung on a lifting hook on a middle pipe to finish the lifting work of the middle pipe, the lifting rope is hung on a supporting rod to finish the lifting work of a top pipe, and the top pipe, the multiple middle pipes and the bottom cylinder are arranged in sequence, the annular protrusions are inserted into the adjacent annular grooves, the lifting hooks are inserted into the adjacent insertion holes, the prefabricated sand sediment well is installed, position correction of the top pipe, the multiple middle pipes and the bottom cylinder is rapidly completed, and the construction efficiency is greatly improved.
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Description

Technical Field

[0001] The utility model relates to the technical field of construction, in particular to a reinforced concrete prefabricated structural component. Background Art

[0002] Prefabricated sedimentation wells are mainly used in construction and water conservancy projects. The principle is to make concrete prefabricated parts in the factory and then transport them to the site for installation. The function of the prefabricated sedimentation well is to intercept some debris, make water resources cleaner, and thus reduce the phenomenon of ground flooding in the city. Among them, the traditional prefabricated sedimentation well is composed of multiple sections of pipe body. Figure 6 It is a schematic diagram of the pipe body structure in the prior art. It is not easy to hoist and install multiple pipe bodies 1 during construction, which greatly reduces the construction progress. Utility Model Content

[0003] The main purpose of the utility model is to provide a reinforced concrete prefabricated structural member to solve the problem of low construction efficiency of prefabricated sand wells in the prior art.

[0004] In order to achieve the above-mentioned purpose, the utility model provides a reinforced concrete prefabricated structural member, comprising a top pipe, a plurality of middle pipes and a bottom tube.

[0005] At least two support rods are arranged around the circumference of the annular wall of the top pipe;

[0006] There are multiple middle pipes, and a water inlet hole is provided on the annular wall of any middle pipe;

[0007] A water outlet hole is provided on the annular wall of the bottom cylinder;

[0008] The top tube, multiple middle tubes and bottom tube are arranged in sequence from top to bottom;

[0009] The open end surface of the bottom tube and one end of the plurality of middle tubes are coaxially fixed with an annular protrusion, and a plurality of hooks are arranged circumferentially;

[0010] An annular groove is provided at one end of the top pipe and the other ends of the plurality of middle pipes, and a plurality of insertion holes are arranged circumferentially, and the plurality of insertion holes correspond to the plurality of hooks one by one;

[0011] The annular protrusion is inserted into the adjacent annular groove, and the hook is inserted into the adjacent insertion hole.

[0012] A preferred solution is that the inner diameters of the top pipe, the plurality of middle pipes and the bottom tube are consistent, and the outer diameters of the top pipe, the plurality of middle pipes and the bottom tube are consistent.

[0013] A preferred solution is that a U-shaped rod is fixedly arranged on the inner walls of the top tube, the middle tubes and the bottom tube, and the open end of the U-shaped rod is fixedly arranged on the inner wall of the top tube or the middle tubes or the bottom tube.

[0014] A preferred solution is that the outer ring wall of the annular protrusion and the ring wall of the annular groove are both inclined surface structures, and the inclined surface structure of the annular protrusion fits with the inclined surface structure of the adjacent annular groove.

[0015] A preferred solution is that an annular groove is coaxially formed at one end of the annular protrusion away from the bottom tube or the middle tube;

[0016] A sealing ring body is coaxially fixed in the annular groove, and the sealing ring body is inserted in an adjacent annular groove.

[0017] A preferred solution is that the hook, the support rod and the U-shaped rod are all made of steel bars.

[0018] The beneficial effects of the above scheme are:

[0019] First, the lifting rope is hung on the hook of the bottom tube, which makes it convenient to lift the bottom tube and greatly speeds up the construction progress. Furthermore, the lifting rope is hung on the hook on the middle pipe to complete the lifting of the middle pipe. The lifting rope is hung on the support rod to complete the lifting of the jacking pipe. The jacking pipe, multiple middle pipes and the bottom tube are arranged in sequence, wherein the annular protrusions are inserted in adjacent annular grooves, and the hooks are inserted in adjacent sockets. The installation of the prefabricated siltation well enables the jacking pipe, multiple middle pipes and the bottom tube to quickly complete the position correction, which greatly improves the construction efficiency. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] The utility model is further described in detail below in conjunction with the accompanying drawings and specific implementation methods.

[0021] Figure 1 It is a three-dimensional structural schematic diagram of the utility model;

[0022] Figure 2 It is a schematic diagram of the three-dimensional structure of the jacking pipe of the utility model;

[0023] Figure 3 It is a schematic diagram of the three-dimensional middle tube structure of the utility model;

[0024] Figure 4 This is a schematic diagram of the central tube structure of the utility model from another three-dimensional perspective;

[0025] Figure 5 It is a schematic diagram of the three-dimensional bottom tube structure of the utility model;

[0026] Figure 6 It is a schematic diagram of the pipe body structure in the prior art.

[0027] Description of Reference Numerals

[0028] 1. Pipe body; 10. Top pipe; 11. Support rod; 20. Middle pipe; 21. Water inlet hole; 30. Bottom tube; 31. Water outlet hole; 40. Annular protrusion; 41. Hook; 50. Annular groove; 51. Plug hole; 60. U-shaped rod; 70. Inclined surface structure; 80. Annular groove; 90. Sealing ring body. DETAILED DESCRIPTION

[0029] The following is a clear and complete description of the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings in the embodiments of the present invention. In the following description, many specific details are set forth to facilitate a full understanding of the present invention, but the present invention can also be implemented in other ways different from those described herein, and those skilled in the art can make similar generalizations without violating the connotation of the present invention, so the present invention is not limited by the specific embodiments disclosed below. Example

[0030] like Figures 1 to 5 As shown, this embodiment provides a reinforced concrete prefabricated structure, including a top pipe 10, a plurality of middle pipes 20 and a bottom tube 30. The top pipe 10, the plurality of middle pipes 20 and the bottom tube 30 are all cast in concrete. Figure 1 As shown, at least two support rods 11 are arranged around the circumference of the ring wall of the top pipe 10. There are multiple middle pipes 20, and a water inlet hole 21 is provided on the ring wall of any middle pipe 20. A water outlet hole 31 is provided on the ring wall of the bottom tube 30. The top pipe 10, multiple middle pipes 20, and the bottom tube 30 are arranged in sequence from top to bottom. The inner diameters of the top pipe 10, multiple middle pipes 20, and the bottom tube 30 are consistent, and the outer diameters of the top pipe 10, multiple middle pipes 20, and the bottom tube 30 are consistent. Figure 3 As shown, the open end surface of the bottom tube 30 and one end of the plurality of middle tubes 20 are coaxially fixed with an annular protrusion 40, and the open end surface of the bottom tube 30 and one end of the plurality of middle tubes 20 are circumferentially arranged with a plurality of hooks 41. Figure 2 As shown, an annular groove 50 is provided at one end of the top pipe 10 and the other end of the plurality of middle pipes 20, and a plurality of plug holes 51 are arranged circumferentially at one end of the top pipe 10 and the other end of the plurality of middle pipes 20. After installation, the top pipe 10, the plurality of middle pipes 20 and the bottom tube 30 are plugged in sequence, and the annular protrusion 40 located on the bottom tube 30 or the middle pipe 20 can be inserted into the annular groove 50 of the adjacent middle pipe 20 or top pipe 10, and the hook 41 is inserted into the adjacent plug hole 51. The inner walls of the top pipe 10, the plurality of middle pipes 20 and the bottom tube 30 are fixedly provided with a U-shaped rod 60, and the open end of the U-shaped rod 60 is fixedly provided on the inner wall of the top pipe 10 or the plurality of middle pipes 20 or the bottom tube 30. The plurality of U-shaped rods 60 form a climbing ladder. The hook 41, the support rod 11 and the U-shaped rod 60 are all made of steel bars.

[0031] First, the lifting rope is hung on the hook 41 of the bottom tube 30, which makes it convenient to lift the bottom tube 30 and greatly speeds up the construction progress. Further, the lifting rope is hung on the hook 41 on the middle tube 20 to complete the lifting of the middle tube 20. The lifting rope is hung on the support rod 11 to complete the lifting of the top pipe 10. The top pipe 10, multiple middle pipes 20, and the bottom tube 30 are arranged in sequence, wherein the annular protrusion 40 is inserted in the adjacent annular groove 50, and the hook 41 is inserted in the adjacent socket 51. The prefabricated siltation well installation realizes the rapid position correction of the top pipe 10, multiple middle pipes 20, and the bottom tube 30, which greatly improves the construction efficiency.

[0032] The outer ring wall of the annular protrusion 40 and the ring wall of the annular groove 50 are both inclined surface structures 70, and the inclined surface structure 70 of the annular protrusion 40 fits with the groove inclined surface structure 70 of the adjacent annular groove 50. In this way, the top pipe 10, multiple middle pipes 20, and the bottom tube 30 can be quickly assembled with each other, and the mutually fitting arrangement greatly increases the sealing effect of the prefabricated siltation well. An annular groove 80 is coaxially provided at one end of the annular protrusion 40 away from the bottom tube 30 or the middle pipe 20. A sealing ring body 90 is coaxially fixed in the annular groove 50, and the sealing ring body 90 is inserted in the adjacent annular groove 80. In this way, the sealing effect of the prefabricated siltation well is increased.

[0033] Obviously, the described embodiments are only some embodiments of the utility model, not all embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

Claims

1. A reinforced concrete prefabricated structural member, characterized in that: include: A top pipe, wherein at least two support rods are arranged around the circumference of the annular wall of the top pipe; A middle tube, wherein the number of the middle tubes is multiple, and a water inlet hole is provided on the annular wall of any of the middle tubes; A bottom cylinder, wherein a water outlet hole is provided on the annular wall of the bottom cylinder; The top tube, the plurality of middle tubes, and the bottom tube are arranged in sequence from top to bottom; The open end surface of the bottom tube and one end of the plurality of middle tubes are coaxially fixed with an annular protrusion, and a plurality of hooks are arranged circumferentially; An annular groove is provided at one end of the top pipe and at the other end of the plurality of middle pipes, and a plurality of insertion holes are arranged circumferentially, and the plurality of insertion holes correspond to the plurality of hooks one by one; Wherein, the annular protrusion is inserted into the adjacent annular groove, and the hook is inserted into the adjacent insertion hole.

2. The reinforced concrete prefabricated structure according to claim 1, characterized in that: The top tube, the middle tubes and the bottom tube have the same inner diameters, and the top tube, the middle tubes and the bottom tube have the same outer diameters.

3. The reinforced concrete prefabricated structural member according to claim 1, characterized in that: The inner walls of the top tube, the middle tubes and the bottom tube are all fixedly provided with U-shaped rods, and the open ends of the U-shaped rods are fixedly provided on the inner walls of the top tube or the middle tubes or the bottom tube.

4. The reinforced concrete prefabricated structure according to claim 1, characterized in that: The outer ring wall of the annular protrusion and the ring wall of the annular groove are both inclined surface structures, and the inclined surface structure of the annular protrusion fits with the inclined surface structure of the adjacent annular groove.

5. The reinforced concrete prefabricated structural member according to claim 1, characterized in that: An annular groove is coaxially formed at one end of the annular protrusion away from the bottom tube or the middle tube; A sealing ring body is coaxially fixed in the annular groove, and the sealing ring body is inserted in the adjacent annular groove.

6. The reinforced concrete prefabricated structure according to claim 3, characterized in that: The hook, the support rod and the U-shaped rod are all made of steel bars.