Building assembly type piping shaft unit structure and construction method thereof

Through the pre-embedded and hoisting construction methods of the prefabricated pipeline well unit structure, the problem of construction difficulties of traditional small pipeline wells is solved, and a high-quality construction effect with rapid, stable and no need for inner wall painting is achieved.

CN120350798AInactive Publication Date: 2025-07-22FANGYUAN CONSTR GRP REAL ESTATE DEVT CO LTD
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Patent Information

Application Number
CN202510846517.0
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-06-24
Publication Date
2025-07-22
Estimated Expiration
Not applicable · inactive patent

AI Technical Summary

Technical Problem

The space of traditional small pipeline wells is small and difficult to construct, resulting in uneven painting, irregular yin and yang angles, irregular pipeline installation, etc., affecting construction efficiency and quality.

Method used

The building-prefabricated pipeline well unit structure is adopted, including unit boxes, connecting parts and pipelines, and is loaded into the cavity through embedded pipes and hoisting them. It is cast and molded with concrete. The surface reaches the level of clean water concrete without the need for inner wall painting. It is supported by welded steel plates and support steel plates, simplifying the construction process.

Benefits of technology

The rapid installation of pipeline wells is achieved, the construction time is reduced, the construction quality and stability is improved, the inner wall painting step is avoided, and the support strength and watertightness are enhanced.

✦ Generated by Eureka AI based on patent content.

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Abstract

The invention relates to a building assembly type piping shaft unit structure and a construction method thereof.The building assembly type piping shaft unit structure comprises a unit box, a connecting part and a plurality of pipelines, the top and the bottom of the unit box are provided with a plurality of pipeline openings allowing the ends of the pipelines to be contained, the connecting part is arranged at the top of the unit box, and a plurality of sleeves are embedded in the connecting part; the sleeves correspond to the pipelines in position and are connected with the pipelines on the two unit boxes. The construction method of the building assembly type piping shaft unit structure comprises the following steps that the piping shaft unit structure is prefabricated, a welding steel plate is pre-buried in a floor cavity, the piping shaft unit structure is hoisted to the floor cavity, and then a gap between a piping shaft and a floor is filled. According to the scheme, each unit box is unloaded through the L-shaped steel on the structural beam, the unit boxes are directly formed through concrete pouring, the surfaces of the unit boxes can reach the level of bare concrete, painting, puttying or painting on the inner walls are not needed, all construction is completed in a factory, and the construction time is greatly shortened.
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Description

Technical Field

[0001] The present application relates to the field of prefabricated building construction, and in particular to a prefabricated building pipe shaft unit structure and a construction method thereof. Background Art

[0002] In recent years, prefabricated buildings have developed rapidly and accounted for an increasing proportion in new buildings. The advantages it has, such as more reliable quality, energy conservation and environmental protection, shorter construction period, and reduced labor force, have made it shine.

[0003] There is a pipe shaft in the building. The pipe shaft is a vertical shaft in the building for arranging vertical equipment pipelines. For the traditional small pipe shaft, the interior is a rectangle with an area of 0.4 - 0.6 square meters. The space is narrow and the clear height is high. It is difficult for personnel to enter for construction. As a result, a series of problems are likely to occur, such as uneven plastering, non-square internal and external corners, incomplete paint, and non-standard pipe installation, leading to inconvenient construction of the pipe shaft. Summary of the Invention

[0004] In order to facilitate the construction of small pipe shafts, the present application provides a prefabricated building pipe shaft unit structure and a construction method thereof.

[0005] In a first aspect, the present application provides a prefabricated building pipe shaft unit structure, adopting the following technical solution: A prefabricated building pipe shaft unit structure includes a unit box, connecting components, and several pipes. A plurality of pipe openings for accommodating the ends of the pipes are provided at the top and bottom of the unit box. The connecting components are arranged on the top of the unit box, and a plurality of sleeves are embedded on the connecting components. The positions of the sleeves correspond to the pipes, and the sleeves connect the pipes on two unit boxes.

[0006] By adopting the above technical solution, the pipe shaft unit structure pre-buries the pipes on it, and then can be hoisted and placed into the holes reserved in the building. The unit box is directly formed by concrete pouring, and the surface can reach the level of fair-faced concrete, without the need for plastering, puttying, or painting on the inner wall. All construction is completed in the factory, so that subsequent assembly and installation can be directly carried out, and the construction time is greatly shortened.

[0007] Optionally, the unit box includes a box body and a cover plate. An opening is provided on one horizontal side of the box body, and the cover plate closes the opening.

[0008] By adopting the above technical solution, it is convenient to install components and perform maintenance inside the box, and sundries can also be placed inside the box.

[0009] Optionally, a floor drain and a connecting pipe are embedded at the top of the connecting components. One end of the connecting pipe is connected to the floor drain, and the other end is connected to the sleeve.

[0010] By adopting the above technical solution, the floor drain enables the accumulated water between floors to be discharged from the pipe and is not easily introduced into the unit box, so that the unit box is not easily accumulated with water.

[0011] Optionally, the several pipes include a drain pipe, a wastewater pipe, a vent pipe, a sewage pipe and a rainwater pipe.

[0012] By adopting the above technical solution, it is convenient to meet the various requirements of drainage and exhaust on the floors.

[0013] Optionally, a spare pipe is provided on the side wall of the unit box.

[0014] By adopting the above technical solution, it is convenient to connect other pipe fittings for use later and facilitate subsequent installation.

[0015] Optionally, the cross-sectional area of the unit box in the horizontal direction is 0.4 - 0.6 square meters.

[0016] By adopting the above technical solution, the cross-sectional area of the pipe well unit structure is small, which is convenient for hoisting construction, and the production saves materials and reduces the occupied available area in the building.

[0017] In the second aspect, the present application provides a construction method for a building prefabricated pipe well unit structure, adopting the following technical solution: A construction method for the above-mentioned building prefabricated pipe well unit structure includes the following steps: S1, prefabrication of several pipe well unit structures: Pour concrete into the formwork, demold after curing and assemble into a unit box, install connecting components on the top of the unit box, leave several pipe openings on the unit box, install pipes in the pipe openings and fix them; install and fix sleeves on the connecting components, and fix the top ends of the pipes with the sleeves; S2, embedding welding steel plates: Reserve a cavity for accommodating the unit box on each floor, pour a concrete connecting platform inside the cavity, bury welding steel plates inside the connecting platform, and expose the side of the welding steel plate facing the inside of the cavity; S3, installation: Lift the pipe well unit structure and lower it from the top of the building to the bottom floor ground inside the cavity. The top of the pipe well unit structure is located at the welding steel plate. Place support steel plates circumferentially on the top of the pipe well unit structure. Weld and fix the end of the support steel plate close to the welding steel plate with the welding steel plate; then lift another pipe well unit structure and place it above the support steel plate. Connect the sleeves at the bottom of the pipe well unit structure to the bottom ends of several pipes of the upper pipe well unit structure to make the pipes of the two pipe well unit structures communicate with each other; repeat the steps of welding the support steel plates and hoisting the pipe well unit structures to complete the installation; S4, filling the gaps, fill the gaps between the floor and the pipe well unit structure.

[0018] By adopting the above technical solution, the unit is installed into the building by hoisting, which makes the construction efficiency high. At the same time, the unit box is solidified by plain concrete, with a long service life. The surface of the unit box does not need to be painted, puttyed or painted, so there is no need to enter the unit box manually, simplifying the construction. The top of the pipeline well unit structure is pre-embedded with hanging steel, which is removed after the hoisting is completed, which is convenient for operation. The welded steel plate is fixed to the floor. After the support steel plate is welded, it has a supporting effect on the pipeline well unit structure, dispersing the force on each floor to make the support stable.

[0019] Optionally, the supporting steel plate is an L-shaped angle steel, one side of the supporting steel plate is placed on the top surface of the pipeline well unit structure, and the other side is attached to and welded to the welding steel plate.

[0020] By adopting the above technical solution, the upper surface of the L-shaped angle steel and the surface of the supporting steel plate are welded, so that the welding points are increased, the two surfaces are fixed for support, the welding firmness is improved, and the supporting strength is improved at the same time.

[0021] In summary, the present application includes at least one of the following beneficial technical effects: 1. The pipeline well unit structure pre-buries the pipeline, and then can be hoisted into the reserved cavity of the building. The unit box is directly formed by concrete pouring, and the surface can reach the level of plain concrete. There is no need to paint, putty or paint the inner wall. All construction is completed in the factory, so that subsequent assembly and installation can be carried out directly, and the construction time is greatly shortened; 2. The floor drain is set up so that the accumulated water between floors can be easily discharged from the pipe; 3. The welded steel plate is fixed to the floor. After welding, the supporting steel plate has a supporting effect on the pipeline well unit structure, dispersing the gravity on each floor to make the support stable. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] Figure 1 Schematic diagram of the overall structure of the pipeline well unit of the embodiment.

[0023] Figure 2 It is a schematic diagram of the internal structure of the box of the pipeline well unit structure of the embodiment.

[0024] Figure 3 It is a schematic diagram of the connection structure of the floor drain, the connecting pipe and the sleeve in the embodiment.

[0025] Figure 4 It is a structural display diagram of the pipeline shaft unit structure construction status in the building floor of the embodiment.

[0026] Figure 5 It is a structural diagram showing the welded steel plate of the embodiment.

[0027] Description of reference numerals: 1. Unit box; 11. Box body; 12. Cover plate; 2. Connecting component; 21. Floor drain; 211. Water permeable hole; 22. Connecting pipe; 3. Pipe; 4. Sleeve; 5. Spare pipe; 6. Concrete connecting platform; 7. Welding steel plate; 71. Welding plate; 72. Reinforcing bar; 8. Supporting steel plate; 9. Water permeable gap; 10. Installation frame; 101. Fixed frame; 102. U-shaped bolt. Detailed implementation manners

[0028] The following further describes the present application in detail with reference to the accompanying drawings.

[0029] The embodiment of the present application discloses a building prefabricated pipe well unit structure. Refer to Figure 1 、 Figure 2 The building prefabricated pipe well unit structure includes a unit box 1, a connecting component 2 and a plurality of pipes 3. The cross-section of the unit box 1 in the horizontal direction is rectangular, and the cross-sectional area is 0.4 - 0.6 square meters. In the embodiment, the length of the cross-section is 0.72 m and the width is 0.6 m.

[0030] Refer to Figure 2 The unit box 1 is formed by concrete curing. A plurality of pipe openings for accommodating the ends of the pipes 3 are provided at the top and bottom of the unit box 1.

[0031] Refer to Figure 2 The connecting component 2 is formed by concrete curing. The connecting component 2 is fixed on the top of the unit box 1. A plurality of sleeves 4 are embedded on the connecting component 2. The positions of the sleeves 4 correspond to the pipes 3. The sleeves 4 are connected to the ends of the pipes 3 on the unit box 1 one by one. The sleeves 4 are used to connect the pipes 3 on two unit boxes 1.

[0032] Refer to Figure 1 、 Figure 2 The unit box 1 includes a box body 11 and a cover plate 12. An opening is provided on one horizontal side of the box body 11. The cover plate 12 closes the opening. The pipes 3 are all arranged in the box body 11. The pipes 3 include a drain pipe, a waste water pipe, a ventilation pipe, a sewage pipe and a rain water pipe, which can be distributed according to needs. A spare pipe 5 is embedded on the side wall of the box body 11 and can be used according to subsequent needs.

[0033] Refer to Figure 2 、 Figure 3 A floor drain 21 and a connecting pipe 22 are embedded on the top of the connecting component 2. The length direction of the connecting pipe 22 is horizontal. One end of the connecting pipe 22 is connected to the floor drain 21, and the other end is connected to the sleeve 4. A water permeable hole 211 corresponding to the floor drain 21 is provided at the bottom of the box body 11.

[0034] The embodiment of the present application also discloses a construction method of a building prefabricated pipe well unit structure. Refer to Figure 1 、 Figure 4 、 Figure 5 It includes the following steps: S1, Prefabrication of several pipe shaft unit structures: Concrete is poured into the formwork. After curing, it is demolded and assembled into the unit box 1. Among them, the box body 11 and the cover plate 12 are prefabricated separately. The connecting component 2 is formed on the top of the box body 11 by pouring concrete into the formwork. Installation holes for several sleeves 4 are reserved on the connecting component 2. Grooves for installing the floor drain 21 and the connecting pipe 22 are also reserved on the connecting component 2; A number of pipe openings are reserved at the top and bottom of the box body 11. Pipes 3 are installed in the pipe openings and fixed with concrete; The sleeve 4 is installed on the connecting component 2 and fixed with concrete. The connecting component 2 is fixed on the top of the box body 11 by concrete. The sleeve 4 fixes the top end of the pipe 3; Refer to Figure 2 , An installation frame 10 for fixing the pipe 3 is fixed on the inner wall of the box body 11. The installation frame 10 includes a fixing frame 101 and several U-shaped bolts 102. The installation frame 10 is fixed to the inner wall of the box body 11. The U-shaped bolts 102 are sleeved on the pipe 3, and both ends of the U-shaped bolts 102 are fixed to the fixing frame 101 through nuts, so that the pipe 3 is fixed to the box body 11.

[0035] S2, Embedding the welding steel plate 7: A hole for accommodating the unit box 1 is reserved on each floor. A concrete connecting platform 6 is poured on the inner side of the hole. The welding steel plate 7 is buried on the inner side of the concrete connecting platform 6. The side of the welding steel plate 7 facing the inside of the hole is exposed; The welding steel plate 7 includes a welding plate 71 and four reinforcing bars 72. The side wall of the welding plate 71 facing the inside of the hole is exposed. The reinforcing bars 72 are L-shaped. The reinforcing bars 72 are embedded in the concrete connecting platform 6 to improve the connection strength between the welding steel plate 7 and the concrete connecting platform 6.

[0036] S3, Installation: After the pipe shaft unit structure is lifted, it is lowered from the top of the building to the bottom floor ground inside the hole. The top of the pipe shaft unit structure is located at the welding steel plate 7. Support steel plates 8 are placed circumferentially on the top of the pipe shaft unit structure. The end of the support steel plate 8 close to the welding steel plate 7 is welded and fixed to the welding steel plate 7; The support steel plate 8 is an L-shaped angle steel. One side of the support steel plate 8 is placed on the top surface of the pipe shaft unit structure, and the other side is attached to the welding steel plate 7 and welded; Then lift another pipe shaft unit structure and place it above the support steel plate 8. Connect the sleeves 4 at the bottom of the pipe shaft unit structure to the bottom ends of several pipes 3 of the upper pipe shaft unit structure to make the pipes 3 of the two pipe shaft unit structures communicate with each other; Repeat the steps of welding the support steel plate 8 and hoisting the pipe shaft unit structure to complete the installation; S4, Filling the gap, filling the gap between the floor and the pipe shaft unit structure with concrete.

[0037] The supporting steel plate 8 supports the pipe shaft unit structure, so that there is a water-permeable gap 9 between two pipe shaft unit structures. When water seepage occurs in the floor, the water first leaks from the filling part between the floor and the pipe shaft unit structure to the gap between two floors and the small pipe 3 inlet unit structure, that is, at the water-permeable gap 9, and then is discharged through the floor drain 21, reducing the leakage between floors.

[0038] The implementation principle of the construction method of a building prefabricated pipe shaft unit structure in an embodiment of the present application is as follows: after the pipe shaft unit structure is assembled as a whole, it is installed on the building by hoisting. The welding steel plate 7 and the supporting steel plate 8 cooperate to support the pipe shaft unit structure of each floor, improving the supporting strength. The supporting steel plate 8 makes there be a water-permeable gap between two pipe shaft unit structures, thereby reducing the leakage between floors.

[0039] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited accordingly. Therefore, all equivalent changes made according to the structure, shape and principle of the present application should be covered within the protection scope of the present application.

Claims

1. An assembled building pipe shaft unit structure, characterized in that: It includes a unit box (1), a connecting component (2) and several pipes (3). Several pipe openings for accommodating the ends of the pipes (3) are provided at the top and bottom of the unit box (1). The connecting component (2) is arranged on the top of the unit box (1). Several sleeves (4) are embedded in the connecting component (2). The positions of the sleeves (4) correspond to the pipes (3). The sleeves (4) connect the pipes (3) on two unit boxes (1).

2. The building prefabricated pipe shaft unit structure according to claim 1, characterized in that: The unit box (1) includes a box body (11) and a cover plate (12). An opening is provided on one horizontal side of the box body (11). The cover plate (12) closes the opening.

3. The prefabricated building pipe shaft unit structure according to claim 1, characterized in that: A floor drain (21) and a connecting pipe (22) are embedded at the top of the connecting component (2). One end of the connecting pipe (22) is connected to the floor drain (21), and the other end is connected to the sleeve (4).

4. The building prefabricated pipe shaft unit structure according to claim 1, characterized in that: The several pipes (3) include a drain pipe, a wastewater pipe, a vent pipe, a sewage pipe and a rainwater pipe.

5. The prefabricated building pipe shaft unit structure according to claim 1, characterized in that: A spare pipe (5) is arranged on the side wall of the unit box (1).

6. The building prefabricated pipe shaft unit structure according to claim 1, characterized in that: The cross-sectional area of the unit box (1) in the horizontal direction inside is 0.4 - 0.6 square meters.

7. A construction method of the prefabricated pipe shaft unit structure for buildings according to any one of claims 1-6, characterized in that, It includes the following steps: S1, prefabrication of several pipe well unit structures: Concrete is poured into the formwork. After curing, it is demolded and assembled into a unit box (1). The connecting component (2) is installed on the top of the unit box (1). Several pipe openings are reserved on the unit box (1). Pipes (3) are installed and fixed in the pipe openings. The sleeves (4) are installed and fixed on the connecting component (2). The sleeves (4) fix the tops of the pipes (3). S2, embedding a welded steel plate (7): A hole for accommodating the unit box (1) is reserved on each floor. A concrete connecting platform (6) is poured on the inner side of the hole. A welded steel plate (7) is embedded on the inner side of the connecting platform. One side of the welded steel plate (7) facing the inside of the hole is exposed. S3, installation: After the pipe well unit structure is lifted, it is lowered from the top of the building to the bottom floor ground inside the hole. The top of the pipe well unit structure is located at the welded steel plate (7). Support steel plates (8) are placed circumferentially on the top of the pipe well unit structure. The end of the support steel plate (8) close to the welded steel plate (7) is welded and fixed to the welded steel plate (7). Then another pipe well unit structure is lifted and placed above the support steel plate (8). The sleeves (4) at the bottom of the pipe well unit structure are connected to the bottoms of several pipes (3) of the upper pipe well unit structure, so that the pipes (3) of the two pipe well unit structures are interconnected. Repeat the steps of welding the support steel plates (8) and hoisting the pipe well unit structures to complete the installation. S4, filling the gap, filling the gap between the floor and the pipe well unit structure.

8. The construction method of the prefabricated pipe shaft unit structure for buildings according to claim 7, characterized in that: The support steel plate (8) is an L-shaped angle steel. One side of the support steel plate (8) is placed on the top surface of the pipe well unit structure, and the other side is attached to and welded to the welded steel plate (7).

Citation Information

Patent Citations

  • Building smoke exhaust pipeline construction method

    CN116464240A

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    CN117588015A

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