Comprehensive dewatering and drainage recycling system applied to basement engineering
By designing a combined system of water collection wells and dewatering wells in basement engineering, the problem of low dewatering and drainage efficiency in basement construction is solved, achieving efficient water resource recycling and green construction.
Patent Information
- Application Number
- CN202511473679.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-10-15
- Publication Date
- 2026-01-30
AI Technical Summary
In existing basement projects, the dewatering and drainage systems are independent and inefficient, resulting in a large amount of manpower and material resources being wasted during construction, and there is a risk of leakage and incomplete treatment of water accumulation.
Design an integrated dewatering and recycling system that combines water collection wells, dewatering wells, and connecting pipes to form an efficient water resource recycling system. The system includes an inner foundation water collection well, an outer fertilizer tank water collection well, and a tower crane foundation water collection well. Connecting pipes are used to collect water from various areas into the inner foundation water collection well for unified pumping.
It achieves efficient drainage during the construction phase of basement projects, reduces manpower and material consumption, lowers the risk of leakage, and enables the recycling of water resources, supporting green construction.
Smart Images
Figure CN121429014A_ABST
Abstract
Description
Technical Field
[0001] This invention relates to the field of dewatering system technology, specifically a comprehensive dewatering and recycling system for basement engineering. Background Technology
[0002] With the continuous advancement of modernization, urban development is increasingly pursuing green construction. During the construction phase of the basement project, the dewatering at the bottom of the foundation pit and the drainage of the internal and external structures have not been effectively addressed. During the construction of the basement, the maintenance of the dewatering wells requires a large amount of manpower and resources. If the maintenance is not in place, there may be a risk of leakage in the foundation slab. During the construction of the basement foundation slab structure, the water accumulated in the post-pouring strip of the foundation slab needs to be continuously pumped out. During the construction phase of the basement exterior, the water accumulated in the foundation pit trench and the rainwater coming down from the temporary opening of the tower crane also need to be pumped out manually and with water pumps.
[0003] Traditional basement projects only have independent drainage systems, resulting in water flowing everywhere in the basement and the surrounding drainage trenches being filled with water. Before the exterior waterproofing work can be carried out, it is necessary to clean the area and wait for a long time. Rainwater coming down from the tower crane openings also falls to various places, which shows that the basement project has not formed an efficient drainage system. Summary of the Invention
[0004] In view of the above-mentioned prior art, the present invention proposes a comprehensive dewatering and recycling system for basement engineering.
[0005] This invention provides a comprehensive dewatering and drainage recycling system for basement engineering, comprising: Several water collection wells are provided; the water collection wells include several inner foundation water collection wells, several outer foundation water collection wells, and several tower crane foundation water collection wells; the several inner foundation water collection wells and the several tower crane foundation water collection wells are distributed on the inner side of the basement exterior wall, located at the lower end of the basement floor slab; the several outer foundation water collection wells are distributed on the outer side of the basement exterior wall, located at the lower end of the basement floor slab; the outer foundation water collection wells are connected to the adjacent inner foundation water collection wells through a first connecting pipe, and the tower crane foundation water collection wells are connected to the adjacent inner foundation water collection wells through a second connecting pipe; Multiple dewatering wells; the multiple dewatering wells are distributed on the inner side of the basement exterior wall, located at the lower end of the basement floor slab; multiple dewatering wells in adjacent areas are connected to each other and then connected to the adjacent inner perimeter foundation sump wells through a third connecting pipe.
[0006] Preferably, the peripheral fertilizer trough water collection well includes a central peripheral fertilizer trough water collection well, both ends of which are connected to the side peripheral fertilizer trough water collection well via a fourth connecting pipe, and the inner peripheral foundation water collection well is connected to the central peripheral fertilizer trough water collection well via a first connecting pipe; the top of the central peripheral fertilizer trough water collection well and the side peripheral fertilizer trough water collection well are both provided with temporary covers.
[0007] Preferably, the tower crane foundation water collection well is located on one side of the tower crane foundation, a tower crane standard section is provided at the upper end of the tower crane foundation, a tower crane foundation opening protection is provided on the tower crane standard section, a tower crane foundation water-stopping curb is provided on the tower crane foundation opening protection, and a foundation top plate is provided on the outer side of the tower crane foundation water-stopping curb.
[0008] Preferably, a basement slab cushion layer is provided at the lower end of the basement floor slab.
[0009] Preferably, both the first connecting pipe and the second connecting pipe are made of galvanized steel pipe.
[0010] Preferably, a dewatering well casing is provided at the top of the dewatering well, the dewatering well casing is located inside the basement floor slab, a 10mm thick circular water-stop steel plate is provided at the upper opening of the dewatering well casing, a 6mm thick circular water-stop steel plate is provided at the lower opening of the dewatering well casing, and several dewatering well casing water-stop steel plates are provided along the perimeter of the dewatering well casing. The interior of the dewatering well casing is provided with a concrete layer of the same strength as the basement floor slab and a 20-40mm crushed stone layer from top to bottom.
[0011] Preferably, the interior of the rainwater well is provided with a quick-drying cement slurry layer and a clay bag layer from top to bottom.
[0012] Preferably, the third connecting pipe is a plastic PE hose, and the end of the third connecting pipe is fixed with an eagle-beak shaped water outlet by a galvanized clamp.
[0013] Compared with the prior art, the beneficial effects of the present invention are as follows: The present invention provides a comprehensive dewatering and drainage recycling system for basement engineering. By integrating the dewatering and drainage recycling system during the construction phase of basement engineering, the goal of efficient and green construction can be achieved. Attached Figure Description
[0014] Figure 1 This is a schematic diagram of a comprehensive dewatering and recycling system applied to basement engineering in an embodiment of the present invention.
[0015] Figure 2 , 3 This is a schematic diagram showing the connection between the outer fertilizer tank water collection well and the inner foundation water collection well in an embodiment of the present invention.
[0016] Figure 4This is a schematic diagram of the tower crane foundation water collection well and the inner perimeter foundation water collection well in an embodiment of the present invention.
[0017] Figure 5 , 6 This is a schematic diagram of the structure of a precipitation well in an embodiment of the present invention.
[0018] In the diagram: 1. Inner foundation sump; 2. Outer foundation sump; 3. Tower crane foundation sump; 4. Basement exterior wall; 5. Basement floor slab; 6. First connecting pipe; 7. Fourth connecting pipe; 8. Second connecting pipe; 9. Temporary cover plate; 10. Tower crane foundation; 11. Tower crane standard section; 12. Tower crane foundation opening protection; 13. Tower crane foundation water-stop curb; 14. Foundation top slab; 15. Dewatering well; 16. Floor slab cushion layer; 17. Third connecting pipe; 18. Dewatering well sleeve; 19. 10mm thick circular water-stop steel plate; 20. 6mm thick circular water-stop steel plate; 21. Dewatering well sleeve water-stop steel plate; 22. Concrete of the same strength as the basement floor slab; 23. 20-40mm gravel layer; 24. Quick-drying cement slurry layer; 25. Clay bag layer; 26. Galvanized clamp; 27. Eagle beak-shaped outlet. Detailed Implementation
[0019] To make the technical means, creative features, objectives and effects of this invention easier to understand, the invention will be further described below with reference to specific embodiments.
[0020] Example: Figures 1-6 The system shown is an integrated dewatering and recycling system for basement engineering, comprising several collection wells.
[0021] The water collection system includes several inner foundation water collection wells 1, several outer foundation water collection wells 2, and several tower crane foundation water collection wells 3. The inner foundation water collection wells 1 and the tower crane foundation water collection wells 3 are distributed on the inner side of the basement exterior wall 4, located at the lower end of the basement floor slab 5. The outer foundation water collection wells 2 are distributed on the outer side of the basement exterior wall 4, located at the lower end of the basement floor slab 5.
[0022] Furthermore, the outer foundation sump 2 is connected to the adjacent inner foundation sump 1 via a first connecting pipe 6, and the tower crane foundation sump 3 is connected to the adjacent inner foundation sump 1 via a second connecting pipe 8. A foundation slab pad 16 is provided at the lower end of the basement floor slab 5. Both the first connecting pipe 6 and the second connecting pipe 8 are made of DN100 galvanized steel pipe. The outer foundation sump 2 is equipped with a primary sedimentation system.
[0023] Furthermore, the peripheral fertilizer trough water collection well 2 includes a central peripheral fertilizer trough water collection well. Both ends of the central peripheral fertilizer trough water collection well are connected to the side peripheral fertilizer trough water collection wells via a fourth connecting pipe 7. The inner peripheral foundation water collection well 1 is connected to the central peripheral fertilizer trough water collection well via a first connecting pipe 6. The fourth connecting pipe 7 is a DN100 galvanized steel pipe. Temporary cover plates 9 are installed on the top of both the central and side peripheral fertilizer trough water collection wells. The temporary cover plates 9 can be welded using φ14 diameter steel bars from on-site scrap materials, with a steel bar spacing of 50mm, and the welding quality meets the specifications.
[0024] Furthermore, the tower crane foundation water collection well 3 is set on one side of the tower crane foundation 10, the upper end of the tower crane foundation 10 is provided with a tower crane standard section 11, the tower crane foundation opening protection 12 is provided on the tower crane standard section 11, the tower crane foundation opening protection 12 is provided with a tower crane foundation water-stopping curb 13, and the outer side of the tower crane foundation water-stopping curb 13 is provided with a foundation top plate 14.
[0025] It also includes multiple dewatering wells 15, which are distributed on the inner side of the basement exterior wall 4, located at the lower end of the basement floor slab 5. Multiple dewatering wells 15 in adjacent areas are connected to the adjacent inner foundation sump wells 1 via a third connecting pipe 17. The third connecting pipe 17 is a DN20 plastic PE hose, and the end of the third connecting pipe 17 is fixed with an eagle-beak-shaped outlet 27 by a galvanized clamp 26. The eagle-beak-shaped outlet 27 is located above the floor slab cushion layer 16 and below the bottom reinforcing steel of the basement floor slab 5.
[0026] The top of the dewatering well 15 is equipped with a dewatering well casing 18, which is located inside the basement floor slab 5. The upper opening of the dewatering well casing 18 is equipped with a 10mm thick circular water-stop steel plate 19, and the lower opening of the dewatering well casing 18 is equipped with a 6mm thick circular water-stop steel plate 20. Two dewatering well casing water-stop steel plates 21 are installed around the perimeter of the dewatering well casing 18. The interior of the dewatering well casing 18 is equipped with a concrete layer 22 of the same strength as the basement floor slab and a 20-40mm crushed stone layer 23 from top to bottom.
[0027] Furthermore, the interior of the dewatering well 15 is provided with a quick-drying cement slurry layer 24 and a clay bag layer 25 from top to bottom.
[0028] In this embodiment, when sealing the dewatering well 15, clay bags are first filled to a depth of 1.0-1.2m from the bottom of the slab. The filling process is tamped with a stick. Then, quick-drying cement grout is filled to a depth of 0.1-0.2m from the bottom of the slab. After the cement grout reaches its strength, crushed stone with a particle size of 20-40mm is used for backfilling to a height above the elevation of the base slab cushion layer 16, placed above the beak-shaped water outlet 27. Then, a 6mm thick circular waterstop steel plate is fully welded. Next, concrete of the same type as the basement slab 5 is used for sealing. Finally, a 10mm thick circular waterstop steel plate is fully welded to seal the opening.
[0029] In this embodiment, the adjacent rainwater well 15 is first connected to the adjacent inner foundation water collection well 1 via a third connecting pipe 17, and then connected to the adjacent inner foundation water collection well 1. A temporary outer perimeter water collection well 2 is set up in the outer perimeter of the foundation pit. After sedimentation, it is connected to the inner foundation water collection well 1 via a first connecting pipe 6. Rainwater from the tower crane opening is connected to the inner foundation water collection well 1 via a second connecting pipe 8. All temporary water in the basement is finally collected in the inner foundation water collection well 1. The inner foundation water collection well 1 can be pumped to the rainwater recycling tank on the ground. After sedimentation, it is used for vehicle washing, spraying, and dust suppression in the project, making full use of the non-traditional water source on site, thus forming a comprehensive rainwater recycling system for basement projects.
[0030] The above are merely embodiments of the present invention and do not limit the patent scope of the present invention. Any equivalent solutions made using the contents of the present invention specification, whether directly or indirectly applied to other related technical fields, are similarly within the patent protection scope of the present invention.
Claims
1. A comprehensive drainage and water recovery system applied to a basement engineering, characterized in that, The utility model relates to a kind of basement water-collecting well and water-collecting well system, including: Several water-collecting wells;The water-collecting well includes several inner peripheral foundation water-collecting wells, several peripheral manure groove water-collecting wells and several tower foundation water-collecting wells;The several inner peripheral foundation water-collecting wells, several tower foundation water-collecting wells are distributed in the inner side of basement outer wall, located in the lower end of basement floor;The several peripheral manure groove water-collecting wells are distributed in the outer side of basement outer wall, located in the lower end of basement floor;The peripheral manure groove water-collecting well is connected with adjacent inner peripheral foundation water-collecting well by first connecting pipeline, and the tower foundation water-collecting well is connected with adjacent inner peripheral foundation water-collecting well by second connecting pipeline; Multiple dewatering wells;The multiple dewatering wells are distributed in the inner side of basement outer wall, located in the lower end of basement floor;The multiple dewatering wells of adjacent area are connected and are connected with adjacent inner peripheral foundation water-collecting well by third connecting pipeline.
2. The application of claim 1, wherein the basement engineering integrated water drainage and recovery system is characterized by, The peripheral manure groove water-collecting well includes middle peripheral manure groove water-collecting well, and both ends of the middle peripheral manure groove water-collecting well are connected with side peripheral manure groove water-collecting well by fourth connecting pipeline, and the inner peripheral foundation water-collecting well is connected with middle peripheral manure groove water-collecting well by first connecting pipeline;The top of the middle peripheral manure groove water-collecting well and side peripheral manure groove water-collecting well is provided with temporary cover plate.
3. The basement engineering integrated water drainage and recovery system according to claim 1 or 2, wherein The tower foundation water-collecting well is arranged at one side of tower foundation, and the upper end of the tower foundation is provided with tower standard section, and the tower standard section is provided with tower foundation opening protection, and the tower foundation opening protection is provided with tower foundation waterstop reverse ridge, and the outer side of the tower foundation waterstop reverse ridge is provided with foundation top plate.
4. The basement engineering integrated water drainage and recovery system according to claim 1 or 2, wherein The lower end of the basement floor is provided with floor cushion layer.
5. The application according to claim 1 or 2, wherein the basement engineering comprehensive drainage and water recovery system is characterized by, The first connecting pipeline and the second connecting pipeline are made of galvanized steel pipe.
6. The application according to claim 1 or 2, wherein the basement engineering comprehensive drainage and water recovery system is characterized by, The top of the dewatering well is provided with dewatering well casing pipe, and the dewatering well casing pipe is located in the interior of basement floor, and the upper opening of the dewatering well casing pipe is provided with 10mm thick circular waterstop steel plate, and the lower opening of the dewatering well casing pipe is provided with 6mm thick circular waterstop steel plate, and a plurality of dewatering well casing pipe waterstop steel plates are arranged along the periphery of the dewatering well casing pipe, and the interior of the dewatering well casing pipe is sequentially provided with same basement floor strength concrete layer and 20-40mm gravel layer from top to bottom.
7. The basement engineering integrated water drainage and recovery system according to claim 1 or 2, wherein The interior of the dewatering well is sequentially provided with quick-drying cement slurry layer and clay bag layer from top to bottom.
8. The integrated dewatering and drainage recycling system for basement engineering as described in claim 1 or 2, characterized in that, The end of the third connecting pipeline is fixed with hawk-shaped water outlet by galvanized clamp.