Pre-embedded dewatering well capable of being recycled
By embedding the corrugated pipe mechanism inside the steel column and connecting the water extraction and drainage mechanism, the construction of the embedded precipitation well is realized, which solves the problem that traditional precipitation well construction is not suitable for existing deep foundation pits, reducing construction costs and material waste.
Patent Information
- Application Number
- CN202421778719.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-25
- Publication Date
- 2025-04-25
- Estimated Expiration
- 2034-07-25
AI Technical Summary
Traditional precipitation well construction is not suitable for projects where there are already deep foundation pits around, and drilling and demolition increase construction costs and waste of materials.
A turnaround-use precipitation well is designed to realize precipitation construction and avoid on-site drilling by embedding the corrugated pipe mechanism inside the steel column and connected to the corrugated pipe mechanism through the pumping and drainage mechanism.
It reduces construction period, reduces construction costs and material waste, and is easy to remove the corrugated pipe mechanism and can be continuously turned and utilized.
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Figure CN222796488U_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the technical field of building construction, and in particular to a pre-buried drainage well that can be used cyclically. Background Art
[0002] With the rapid development of the construction industry, more and more high-rise and super-high-rise buildings are springing up. The construction of high-rise and super-high-rise buildings often requires deep foundation pits and support system construction. Steel columns are generally used as vertical supports during the construction process.
[0003] A precipitation well is a well that is drilled to lower the groundwater level. Traditional precipitation well construction is not suitable for projects surrounded by deep foundation pits. The drilling and removal of precipitation wells also increases construction costs and material waste to a certain extent, so there is room for improvement. Summary of the invention
[0004] In view of the shortcomings of the prior art, the embodiment of the present application provides a pre-buried precipitation well that can be used cyclically to solve the problems existing in the related technology. The technical solution is as follows:
[0005] An embodiment of the present application provides a pre-buried drainage well that can be used in a cyclic manner, comprising: a steel column; the steel column is used to connect a support beam and a column-supporting cast-in-place pile; a hollow portion is provided in the steel column; a bellows mechanism; the bellows mechanism is provided in the hollow portion; a pumping and drainage mechanism; one end of the pumping and drainage mechanism is provided on the support beam, and the other end of the pumping and drainage mechanism is connected to the bellows mechanism.
[0006] In one embodiment, a medium sand filling layer is provided in the hollow portion; the medium sand filling layer is respectively connected to the steel column and the bellows mechanism.
[0007] In one embodiment, the bellows mechanism includes: a bellows body, a nylon mesh and a tying wire; a plurality of holes are evenly distributed on the bellows body; the bellows body is arranged in the hollow portion; the nylon mesh is wound around the bellows body; one end of the tying wire is connected to the bellows body, and the other end of the tying wire is connected to the nylon mesh.
[0008] In one embodiment, the distance between the holes is 50 mm; and the diameter of the holes is 18 mm.
[0009] In one embodiment, the diameter of the corrugated pipe body is 300 mm; the wall thickness of the corrugated pipe body is 6 mm.
[0010] In one embodiment, the nylon mesh is a 60 mesh nylon mesh.
[0011] In one embodiment, the drainage mechanism includes: a water pump and a water pumping pipe; the water pump is arranged on a support beam; one end of the water pumping pipe is connected to the water pump, and the other end of the water pumping pipe is arranged in the corrugated pipe body.
[0012] In one embodiment, the bottom of the water pumping pipe is higher than the bottom of the corrugated pipe body.
[0013] In one embodiment, the distance between the bottom of the water pumping pipe and the bottom of the corrugated pipe body is D; and D is 0.5m to 1m.
[0014] In one embodiment, a drain pipe is also provided on the water pump.
[0015] The advantages or beneficial effects of the above technical solution include at least:
[0016] The pre-buried precipitation well of the present application can embed the bellows mechanism inside the steel column, and the precipitation construction can be carried out by connecting the pumping and drainage mechanism to the bellows mechanism, avoiding on-site drilling and construction of the precipitation well, thereby reducing the construction period; the bellows mechanism used in the pre-buried precipitation well is easy to dismantle and can be continuously recycled, reducing construction costs and material waste.
[0017] The above summary is for illustrative purposes only and is not intended to be limiting in any way. In addition to the illustrative aspects, embodiments and features described above, further aspects, embodiments and features of the present application will be readily apparent by reference to the accompanying drawings and the following detailed description. BRIEF DESCRIPTION OF THE DRAWINGS
[0018] In the accompanying drawings, unless otherwise specified, the same reference numerals throughout the multiple drawings represent the same or similar parts or elements. These drawings are not necessarily drawn to scale. It should be understood that these drawings only depict some embodiments disclosed in the present application and should not be regarded as limiting the scope of the present application.
[0019] Figure 1 It is a schematic diagram of the overall structure of the utility model;
[0020] Figure 2 yes Figure 1 A partial enlarged schematic diagram of
[0021] Figure 3 It is a structural schematic diagram of the bellows mechanism in the utility model.
[0022] In the figure: 1. Steel column; 2. Bellows mechanism; 21. Bellows body; 22. Holes; 3. Pumping and drainage mechanism; 31. Water pump; 32. Pumping pipe; 4. Support beam; 5. Column supporting cast-in-place piles; 6. Medium sand filling layer. DETAILED DESCRIPTION
[0023] In the following, only some exemplary embodiments are briefly described to make the purpose, features and advantages of the utility model more obvious and understandable. As those skilled in the art will appreciate, the described embodiments can be modified in various ways without departing from the spirit or scope of the present application. Therefore, the drawings and descriptions are considered to be exemplary and non-restrictive in nature.
[0024] The utility model is described in detail below in conjunction with the accompanying drawings and embodiments.
[0025] like Figures 1 to 3 As shown, the utility model provides a pre-buried drainage well that can be used in a turnover manner, comprising: a steel column 1; the steel column 1 is used to connect a support beam 4 and a column supporting cast-in-place pile 5; a hollow portion is arranged in the steel column 1; a bellows mechanism 2; the bellows mechanism 2 is arranged in the hollow portion; a pumping and drainage mechanism 3; one end of the pumping and drainage mechanism 3 is arranged on the support beam 4, and the other end of the pumping and drainage mechanism 3 is connected to the bellows mechanism 2.
[0026] In this embodiment, the support beam 4 is the first support beam before casting, and the column supporting cast-in-place piles 5 can support the steel column 1. The support beam 4 and the column supporting cast-in-place piles 5 are both the original structures of the construction building; the two ends of the steel column 1 are respectively connected to the support beam 4 and the column supporting cast-in-place piles 5. Before the support beam 4 is cast, the prefabricated corrugated pipe mechanism 2 is buried in the hollow part of the steel column 1, and the upper and lower ends of the corrugated pipe mechanism 2 are respectively close to the bottom position of the support beam 4 and the top position of the column supporting cast-in-place piles 5; one end of the drainage mechanism 3 passes through and extends out of the upper surface of the support beam 4, and the other end is inserted into the corrugated pipe mechanism 2, and dewatering construction can be carried out; the pre-buried dewatering well can avoid on-site drilling construction of the dewatering well, and the used corrugated pipe mechanism 2 is easy to dismantle and can be continuously recycled, reducing construction costs and material waste.
[0027] Furthermore, a medium sand filling layer 6 is provided in the hollow portion; the medium sand filling layer 6 is connected to the steel column 1 and the bellows mechanism 2 respectively.
[0028] In this embodiment, the medium sand filling layer 6 is arranged in the hollow part of the steel column 1. The medium sand filling layer 6 can fill the gap between the corrugated pipe mechanism 2 and the inside of the steel column 1, thereby preventing the foundation pit soil from entering the hollow part and squeezing the corrugated pipe mechanism 2 to deform.
[0029] Furthermore, the bellows mechanism 2 includes: a bellows body 21, a nylon mesh and a tying wire; a plurality of holes 22 are evenly and densely distributed on the bellows body 21; the bellows body 21 is arranged in the hollow portion; the nylon mesh is wound around the bellows body 21; one end of the tying wire is connected to the bellows body 21, and the other end of the tying wire is connected to the nylon mesh.
[0030] In this embodiment, the length of the corrugated pipe body 21 is based on the distance from the top of the cast-in-place pile 5 supported by the on-site column to the bottom of the support beam 4. When the corrugated pipe mechanism 2 is prefabricated, two layers of nylon mesh are tied to the corrugated pipe body 21 using a wire, and the corrugated pipe body 21 is wrapped with nylon mesh and gauze. The wrapping range includes the upper and lower ends and all around the corrugated pipe body 21. After prefabrication, the corrugated pipe mechanism 2 is inserted into the hollow part of the steel column 1, with its lower end extending to the top of the cast-in-place pile 5 supported by the column, and the upper end extending to the bottom of the support beam 4, and then the gap is filled with a medium sand filling layer 6 to complete the installation.
[0031] Furthermore, the distance between the holes 22 is 50 mm; and the diameter of the hole 22 is 18 mm.
[0032] In this embodiment, the arrangement of the holes 22 on the corrugated tube body 21 can be determined according to the specific geological survey conditions. Otherwise, the holes 22 can be arranged in a uniform and dense manner with a diameter of 18 mm and a spacing of 50 mm, and the porosity is required to be not less than 30%, and there must be 2 circular holes with a diameter of 18 mm for every 25 square decimeters.
[0033] Furthermore, the diameter of the corrugated pipe body 21 is 300 mm, and the wall thickness of the corrugated pipe body 21 is 6 mm. The nylon mesh is a 60-mesh nylon mesh.
[0034] In this embodiment, the nylon mesh is a 60-mesh nylon mesh, and the corrugated tube body 21 is a corrugated tube with a diameter of 300 mm and a thickness of 6 mm.
[0035] Furthermore, the drainage mechanism 3 includes: a water pump 31 and a water pumping pipe 32; the water pump 31 is arranged on the support beam 4; one end of the water pumping pipe 32 is connected to the water pump 31, and the other end of the water pumping pipe 32 is arranged in the corrugated pipe body 21.
[0036] In this embodiment, the specific specifications of the water pump 31 are determined by the specific drainage demand on site, and it is equipped with an automatic switch for controlling the water level in the well, and a valve is installed at the wellhead to adjust the flow rate; the upper end of the pumping pipe 32 extends into the support beam 4 and is higher than the top surface of the beam by a certain distance to facilitate the connection of the water pump 31, and the lower end is inserted into the corrugated tube body 21, and the connection between the corrugated tube body 21 and the pumping pipe 32 is sealed.
[0037] Furthermore, the bottom of the water extraction pipe 32 is higher than the bottom of the corrugated pipe body 21. The distance between the bottom of the water extraction pipe 32 and the bottom of the corrugated pipe body 21 is D; and D is 0.5m to 1m.
[0038] In this embodiment, the bottom of the water pumping pipe 32 is higher than the bottom of the corrugated pipe body 21, and the distance between the bottoms of the two is 0.5 meters to 1 meter, thereby leaving space for water pumping.
[0039] Furthermore, a drainage pipe is also provided on the water pump 31 .
[0040] In this embodiment, after the water pump 31 is connected to the water pumping pipe 32, the water pump 31 is connected to the drainage pipe, and a test pumping is performed after the installation of the drainage mechanism 3 system is completed.
[0041] The utility model provides a pre-buried drainage well that can be used cyclically. The functions of each module in each device in the embodiment can refer to the corresponding description in the above method. It has the advantages of no need to drill holes to construct the drainage well and convenient turnover.
[0042] In the description of this specification, unless otherwise clearly specified and limited, the terms "installed", "connected", "connected", "fixed" and the like should be understood in a broad sense. For example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be internal communication between two components. For ordinary technicians in this field, the specific meanings of the above terms in this utility model can be understood according to specific circumstances. The terms "first" and "second" are used for descriptive purposes only and cannot be understood as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Therefore, the features defined as "first" and "second" may explicitly or implicitly include one or more of the features.
[0043] In the present invention, unless otherwise clearly specified and limited, the first feature being "above" or "below" the second feature may include the first and second features being in direct contact, or the first and second features being in contact not directly but through another feature between them. Moreover, the first feature being "above", "above" and "above" the second feature includes the first feature being directly above and obliquely above the second feature, or simply indicates that the first feature is higher in level than the second feature. The first feature being "below", "below" and "below" the second feature includes the first feature being directly below and obliquely below the second feature, or simply indicates that the first feature is lower in level than the second feature. The terms "vertical", "horizontal", "left", "right", "above", "below" and similar expressions are for illustrative purposes only, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present invention.
[0044] The above is only a specific implementation of the present application, but the protection scope of the present application is not limited thereto. Any technician familiar with the technical field can easily think of various changes or substitutions within the technical scope disclosed in the present application, which should be included in the protection scope of the present application. Therefore, the protection scope of the present application should be based on the protection scope of the claims.
Claims
1. A pre-buried drainage well that can be used in a turnover manner, characterized in that: include: Steel columns; the steel columns are used to connect the support beams and the column support cast-in-place piles; a hollow portion is provided in the steel columns; Bellows mechanism; The bellows mechanism is arranged in the hollow portion; Pumping and drainage mechanism; one end of the pumping and drainage mechanism is arranged on the support beam, and the other end of the pumping and drainage mechanism is connected to the bellows mechanism.
2. The pre-buried drainage well that can be used cyclically according to claim 1 is characterized in that: A medium sand filling layer is arranged in the hollow part; the medium sand filling layer is respectively connected to the steel column and the bellows mechanism.
3. The pre-buried drainage well that can be used cyclically according to claim 2 is characterized in that: The bellows mechanism comprises: a bellows body, a nylon mesh and a tie wire; a plurality of holes are evenly and densely distributed on the bellows body; The corrugated pipe body is arranged in the hollow part; the nylon net is wound around the corrugated pipe body; one end of the tying wire is connected to the corrugated pipe body, and the other end of the tying wire is connected to the nylon net.
4. The pre-buried drainage well that can be used cyclically according to claim 3 is characterized in that: The distance between the holes is 50 mm; the diameter of the holes is 18 mm.
5. The pre-buried drainage well that can be used cyclically according to claim 3 is characterized in that: The diameter of the corrugated pipe body is 300 mm; the wall thickness of the corrugated pipe body is 6 mm.
6. The pre-buried drainage well that can be used cyclically according to claim 3 is characterized in that: The nylon net is a 60-mesh nylon net.
7. The pre-buried drainage well that can be used cyclically according to any one of claims 3 to 6, characterized in that: The drainage mechanism comprises: a water pump and a water pump pipe; the water pump is arranged on a support beam; one end of the water pump pipe is connected to the water pump, and the other end of the water pump pipe is arranged in the body of the corrugated pipe.
8. The pre-buried drainage well that can be used cyclically according to claim 7 is characterized in that: The bottom of the water pumping pipe is higher than the bottom of the corrugated pipe body.
9. The pre-buried drainage well that can be used cyclically according to claim 8 is characterized in that: The distance between the bottom of the water pumping pipe and the bottom of the corrugated pipe body is D; and D is 0.5m to 1m.
10. The pre-buried drainage well that can be used cyclically according to claim 7 is characterized in that: A drainage pipe is also arranged on the water pump machine.