Fabricated catch basin structure and pouring mold thereof

By prefabricating the external pipe on the wall of the rainwater well and forming it with one body, the problems of water leakage and low construction efficiency at the connection between the rainwater well and the rainwater collection pipe in the prior art are solved, and an efficient and reliable installation of the rainwater collection system is achieved.

CN222648970UActive Publication Date: 2025-03-21中庆建设有限责任公司
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Patent Information

Application Number
CN202420416030.X
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-03-05
Publication Date
2025-03-21
Estimated Expiration
2034-03-05

AI Technical Summary

Technical Problem

When installing rainwater collection pipes in existing prefabricated rainwater wells, the hole sizes are difficult to accurately match, resulting in low construction efficiency and frequent water leakage problems, increasing maintenance costs and hidden dangers.

Method used

The prefabricated rainwater well structure is adopted, and the rainwater well wall and the prefabricated outer junction are formed as one-piece. The casting mold is used to achieve the casting mold while the rainwater well wall and the outer junction are cast to avoid dry hard mortar filling gaps.

Benefits of technology

The direct connection between the rainwater well and the rainwater collection pipe is realized, avoiding water leakage problems, reducing maintenance frequency and cost, and improving construction efficiency and installation quality.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model provides an assembly type catch basin structure and a pouring mold thereof, and belongs to the technical field of drainage engineering. The problems that when a rainwater collecting pipe is installed in an existing prefabricated rainwater well, repeated adjustment is needed, so that the construction efficiency is affected, the problem of water leakage is likely to occur, roadbed emptying is caused, pavement settlement is caused, the maintenance cost is increased, and large hidden danger exists are solved. The rainwater well comprises a rainwater well base, a concrete cushion layer and a rainwater well wall, the concrete cushion layer is arranged on the top end face of the rainwater well base, the rainwater well wall is arranged on the periphery of the concrete cushion layer in a surrounding mode, an external pipe is arranged on the outer side wall of one side of the rainwater well wall, and the rainwater well wall and the external pipe are integrally formed. The device is mainly used for installing and connecting the catch basin and the rainwater collecting pipe.
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Description

Technical Field

[0001] The utility model belongs to the technical field of drainage engineering, and particularly relates to an assembled rainwater well structure and a casting mold thereof. Background Art

[0002] Rainwater wells are used to dredge rainwater on ground roads. On the walls of prefabricated rainwater wells, holes for rainwater collection pipes need to be reserved. Later, the rainwater collection pipes are inserted into the holes on the walls of the rainwater wells for connection, and are compacted with dry hard mortar. The size of the reserved holes on the rainwater wells should be slightly larger than the diameter of the rainwater collection pipes to facilitate the installation and connection of the rainwater collection pipes. However, if the size of the reserved holes on the prefabricated rainwater wells is larger than the outer diameter of the pipes, it is easy to leak or cause roadbed hollowing, road surface settlement and other diseases. If the size of the reserved holes is too small, the rainwater wells and rainwater collection pipes will not be connected. It is difficult to operate during the construction and the construction efficiency is extremely low. Therefore, when installing the rainwater collection pipe, the construction workers need to repeatedly adjust the size of the holes reserved for the rainwater collection pipe, which affects the construction efficiency, and dry hard mortar is needed to fill the gap between the reserved holes on the rainwater well and the rainwater collection pipe. When flushed by rainwater or affected by the temperature in winter and summer, the filling dry hard mortar is easy to fall off and requires frequent maintenance. It is also easy to leak and cause the roadbed to be hollowed out, causing the road surface to sink, increasing maintenance costs, and posing a major hidden danger. Utility Model Content

[0003] In view of this, the utility model aims to propose an assembled rainwater well structure and a casting mold thereof, so as to solve the problems that the existing prefabricated rainwater well needs to be repeatedly adjusted when installing rainwater collection pipes, thus affecting the construction efficiency, and is prone to leakage problems, resulting in hollowing out of the roadbed, causing road surface settlement, increasing maintenance costs, and posing major hidden dangers.

[0004] To achieve the above-mentioned purpose, the utility model adopts the following technical scheme: an assembled rainwater well structure, which includes a rainwater well base, a concrete cushion layer and a rainwater well wall, the concrete cushion layer is arranged on the top surface of the rainwater well base, the rainwater well wall is surrounded by the concrete cushion layer, an external pipe is arranged on the outer wall of one side of the rainwater well wall, and the rainwater well wall and the external pipe are integrally formed.

[0005] Furthermore, the length of the external tube is between 100 mm and 150 mm.

[0006] The utility model also provides a casting mold for an assembled rainwater well structure, which includes an inner well wall template, an outer well wall template and a bottom template, wherein the outer well wall template and the inner well wall template are both arranged on the bottom template, the outer well wall template is sleeved on the outside of the inner well wall template, a rainwater well wall molding cavity is formed between the outer well wall template and the inner well wall template, an external pipe template is arranged on one side of the outer well wall template, a circular inner mold matched with the external pipe template is arranged on one side of the inner well wall template, an external pipe molding cavity is formed between the external pipe template and the circular inner mold, and the external pipe molding cavity is connected to the rainwater well wall molding cavity.

[0007] Furthermore, pouring ports are provided on the top and both sides of the external tube template.

[0008] Furthermore, a plurality of inner mold fixing blocks are evenly spaced along the circumferential direction at one end of the circular inner mold, and the circular inner mold is connected to the well wall inner mold plate through the inner mold fixing blocks.

[0009] Furthermore, the outer template of the well wall and the inner template of the well wall are connected to the bottom template via template fixing pins, and the template fixing pins are arranged in an inverted U shape.

[0010] Furthermore, a plurality of ribs are horizontally arranged on the inner side of the well wall inner template and the outer side of the well wall outer template, and template fixing bolt holes are arranged on the ribs. The two side rods of the template fixing pin rod respectively penetrate the template fixing bolt holes of the well wall inner template and the well wall outer template and are connected to the bottom template.

[0011] Furthermore, the bottom template is provided with an installation fixing groove, and the bottom of the template fixing pin is cooperatively connected with the installation fixing groove.

[0012] Compared with the prior art, the beneficial effects of the utility model are:

[0013] 1. The utility model provides an assembled rainwater well structure, in which an external pipe is prefabricated on one side of the rainwater well wall, and the rainwater well wall and the external pipe are an integrated structure, and the socket-type rainwater collection pipe can be directly installed and connected with the external pipe, without the need to use dry hard mortar to fill the gap, which can effectively avoid the leakage problem at the connection between the rainwater well and the rainwater collection pipe, and at the same time greatly reduce the maintenance frequency and maintenance cost, and reduce various hidden dangers caused by leakage;

[0014] 2. The utility model can quickly complete the installation of the rainwater collection pipe, avoiding the situation that the construction workers need to repeatedly adjust the size of the hole reserved for the rainwater collection pipe during the traditional installation of the rainwater collection pipe. The socket-type rainwater collection pipe can be directly connected to the external pipe on the wall of the rainwater well, which can not only improve the installation quality and accuracy requirements, but also greatly improve the construction efficiency;

[0015] 3. The utility model provides a casting mold for an assembled rainwater well structure, which can simultaneously cast and mold the rainwater well wall and the external pipe structure to form an integrated structure. Three casting holes are arranged at the position of the external pipe template, and fine stone concrete is used to ensure dense casting. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] The accompanying drawings constituting a part of the present invention are used to provide a further understanding of the present invention. The illustrative embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute an improper limitation on the present invention. In the accompanying drawings:

[0017] Figure 1 It is a top view schematic diagram of an assembled rainwater well structure described in the utility model;

[0018] Figure 2 It is a cross-sectional view of the front view of an assembled rainwater well structure described in the utility model;

[0019] Figure 3 It is a cross-sectional view of a side view of an assembled rainwater well structure described in the utility model;

[0020] Figure 4 It is a top view schematic diagram of a casting mold of an assembled rainwater well structure described in the utility model;

[0021] Figure 5 It is a cross-sectional view of the front view of a casting mold of an assembled rainwater well structure described in the utility model;

[0022] Figure 6 It is a cross-sectional view of a side view of a casting mold of an assembled rainwater well structure described in the utility model.

[0023] 1-rainwater well wall, 2-external pipe, 3-rainwater well base, 4-concrete cushion, 5-well wall inner template, 6-well wall outer template, 7-external pipe template, 8-bottom template, 9-circular inner mold, 10-inner mold fixing block, 11-pouring gate, 12-rib, 13-template fixing pin, 14-rainwater well wall molding cavity, 15-external pipe molding cavity. DETAILED DESCRIPTION

[0024] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely explain the technical solutions in the embodiments of the utility model. It should be noted that the embodiments and features in the embodiments of the utility model can be combined with each other without conflict, and the described embodiments are only part of the embodiments of the utility model, not all of the embodiments.

[0025] See also Figure 1-3To illustrate the present embodiment, an assembled rainwater well structure includes a rainwater well base 3, a concrete cushion layer 4 and a rainwater well wall 1, wherein the concrete cushion layer 4 is arranged on the top surface of the rainwater well base 3, and the rainwater well wall 1 is arranged around the concrete cushion layer 4. An external pipe 2 is arranged on the outer wall of one side of the rainwater well wall 1, and the rainwater well wall 1 and the external pipe 2 are integrally formed.

[0026] In this embodiment, an external pipe 2 is prefabricated on one side of the rainwater well wall 1, and the rainwater well wall 1 and the external pipe 2 are an integrated structure. The socket-type rainwater collecting pipe can be directly installed and connected to the external pipe 2, and there is no need to use dry and hard mortar to fill the gap. It can effectively avoid leakage problems at the connection between the rainwater well and the rainwater collecting pipe, and at the same time greatly reduce the maintenance frequency and maintenance cost, and reduce various hidden dangers caused by leakage.

[0027] This embodiment can quickly complete the installation of the rainwater collection pipe, avoiding the situation in which construction workers need to repeatedly adjust the size of the holes reserved for the rainwater collection pipe during the traditional installation of the rainwater collection pipe. The socket-type rainwater collection pipe can be directly installed and connected with the external pipe 2 on the wall of the rainwater well 1, which can not only improve the installation quality accuracy requirements, but also greatly improve the construction efficiency.

[0028] The concrete cushion layer 4 in this embodiment is a C20 fine stone concrete cushion layer.

[0029] In this embodiment, the length of the external tube 2 is between 100 mm and 150 mm, and the prefabricated exposed length of the external tube 2 can be adaptively adjusted according to actual needs.

[0030] See also Figure 4-6 The present embodiment further provides a casting mold for an assembled rainwater well structure, which includes an inner well wall template 5, an outer well wall template 6 and a bottom template 8, wherein the outer well wall template 6 and the inner well wall template 5 are both arranged on the bottom template 8, the outer well wall template 6 is sleeved on the outer side of the inner well wall template 5, a rainwater well wall forming cavity 14 is formed between the outer well wall template 6 and the inner well wall template 5, an external pipe template 7 is arranged on one side of the outer well wall template 6, a circular inner mold 9 matched with the external pipe template 7 is arranged on one side of the inner well wall template 5, an external pipe forming cavity 15 is formed between the external pipe template 7 and the circular inner mold 9, the external pipe forming cavity 15 is connected with the rainwater well wall forming cavity 14, the rainwater well wall forming cavity 14 is used to provide a forming space for the rainwater well wall 1, the external pipe forming cavity 15 is used to provide a forming space for the external pipe 2, and the external pipe forming cavity 15 is connected with the rainwater well wall forming cavity 14 to realize the integrated forming of the rainwater well wall 1 and the external pipe 2.

[0031] In this embodiment, pouring ports 11 are provided on the top and both sides of the external tube formwork 7, and the pouring ports 11 are used for pouring fine stone concrete. Three pouring holes are provided at the position of the external tube formwork 7, and fine stone concrete is poured to ensure dense pouring.

[0032] In this embodiment, the pouring port 11 has a length of 80 mm and a width of 50 mm.

[0033] In this embodiment, one end of the circular inner mold 9 is provided with a plurality of inner mold fixing blocks 10 evenly spaced along the circumferential direction. The circular inner mold 9 is connected to the well wall inner mold plate 5 via the inner mold fixing blocks 10 . The inner mold fixing blocks 10 are used to fix the circular inner mold 9 .

[0034] In this embodiment, the well wall outer template 6 and the well wall inner template 5 are connected to the bottom template 8 via a template fixing pin 13. The template fixing pin 13 is arranged in an inverted U shape. The well wall outer template 6, the well wall inner template 5 and the bottom template 8 are fixedly connected via the template fixing pin 13 to ensure that the rainwater well wall 1 and the external pipe 2 are cast and formed.

[0035] In this embodiment, a plurality of ribs 12 are horizontally arranged on the inner side of the well wall inner template 5 and the outer side of the well wall outer template 6, and template fixing bolt holes are arranged on the ribs 12. The two side rods of the template fixing pin 13 respectively penetrate the template fixing bolt holes of the well wall inner template 5 and the well wall outer template 6 and are connected to the bottom template 8. The well wall outer template 6, the well wall inner template 5 and the bottom template 8 are all made of 5 mm thick steel plate. The well wall outer template 6 and the well wall inner template 5 are provided with a rib 12 every 30 mm in the vertical direction, and template fixing bolt holes are arranged on the ribs 12. The template fixing bolt holes are arranged on the template fixing pin 13 to fix the well wall outer template 6, the well wall inner template 5 and the bottom template 8 through the template fixing bolt holes.

[0036] In this embodiment, the bottom template 8 is provided with an installation fixing groove, and the bottom of the template fixing pin 13 is matched and connected with the installation fixing groove.

[0037] The embodiments of the utility model disclosed above are only used to help explain the utility model. The embodiments do not describe all the details in detail, nor do they limit the utility model to the specific implementation methods described. According to the content of this specification, many modifications and changes can be made. This specification selects and specifically describes these embodiments in order to better explain the principles and practical applications of the utility model, so that technicians in the relevant technical field can well understand and use the utility model.

Claims

1. An assembled rainwater well structure, characterized in that: It comprises a rainwater well base (3), a concrete cushion layer (4) and a rainwater well wall (1); the concrete cushion layer (4) is arranged on the top surface of the rainwater well base (3); the rainwater well wall (1) is arranged around the concrete cushion layer (4); an external pipe (2) is arranged on the outer wall of one side of the rainwater well wall (1); and the rainwater well wall (1) and the external pipe (2) are integrally formed.

2. The assembled rainwater well structure according to claim 1 is characterized in that: The length of the external tube (2) is between 100 mm and 150 mm.

3. A casting mold for an assembled rainwater well structure, characterized in that: It is used for casting an assembled rainwater well structure as described in claim 1 or 2, comprising an inner well wall template (5), an outer well wall template (6) and a bottom template (8), wherein the outer well wall template (6) and the inner well wall template (5) are both arranged on the bottom template (8), the outer well wall template (6) is sleeved on the outer side of the inner well wall template (5), a rainwater well wall forming cavity (14) is formed between the outer well wall template (6) and the inner well wall template (5), an external pipe template (7) is arranged on one side of the outer well wall template (6), a circular inner mold (9) matched with the external pipe template (7) is arranged on one side of the inner well wall template (5), an external pipe forming cavity (15) is formed between the external pipe template (7) and the circular inner mold (9), and the external pipe forming cavity (15) is connected with the rainwater well wall forming cavity (14).

4. The casting mold of the assembled rainwater well structure according to claim 3 is characterized in that: The top and both sides of the external tube template (7) are provided with pouring ports (11).

5. The casting mold of the assembled rainwater well structure according to claim 3 is characterized in that: One end of the circular inner mold (9) is provided with a plurality of inner mold fixing blocks (10) evenly spaced along the circumferential direction, and the circular inner mold (9) is connected to the well wall inner mold plate (5) via the inner mold fixing blocks (10).

6. The casting mold of the assembled rainwater well structure according to claim 3 is characterized in that: The well wall outer template (6) and the well wall inner template (5) are both connected to the bottom template (8) via a template fixing pin rod (13), and the template fixing pin rod (13) is arranged in an inverted U shape.

7. The casting mold of the assembled rainwater well structure according to claim 6 is characterized in that: The inner side of the well wall inner template (5) and the outer side of the well wall outer template (6) are both horizontally provided with a plurality of ribs (12), and the ribs (12) are provided with template fixing bolt holes, and the two side rods of the template fixing pin rod (13) respectively penetrate the template fixing bolt holes of the well wall inner template (5) and the well wall outer template (6) and are connected to the bottom template (8).

8. The casting mold of the assembled rainwater well structure according to claim 7 is characterized in that: The bottom template (8) is provided with an installation fixing groove, and the bottom of the template fixing pin (13) is matched and connected with the installation fixing groove.