CN220150356U - Basement bottom plate groundwater drainage system that falls - Google Patents
Basement bottom plate groundwater drainage system that falls Download PDFInfo
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- CN220150356U CN220150356U CN202321440998.8U CN202321440998U CN220150356U CN 220150356 U CN220150356 U CN 220150356U CN 202321440998 U CN202321440998 U CN 202321440998U CN 220150356 U CN220150356 U CN 220150356U
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- 239000003673 groundwater Substances 0.000 title claims abstract description 16
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 88
- 239000002689 soil Substances 0.000 claims abstract description 34
- 238000007689 inspection Methods 0.000 claims abstract description 33
- 238000001764 infiltration Methods 0.000 claims description 12
- 230000008595 infiltration Effects 0.000 claims description 12
- 239000004570 mortar (masonry) Substances 0.000 claims description 4
- 230000007246 mechanism Effects 0.000 claims description 3
- 230000000149 penetrating effect Effects 0.000 abstract description 8
- 230000000694 effects Effects 0.000 abstract description 7
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000007711 solidification Methods 0.000 description 8
- 230000008023 solidification Effects 0.000 description 8
- 239000012466 permeate Substances 0.000 description 7
- 238000000034 method Methods 0.000 description 5
- 238000007599 discharging Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000008602 contraction Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- TVEXGJYMHHTVKP-UHFFFAOYSA-N 6-oxabicyclo[3.2.1]oct-3-en-7-one Chemical compound C1C2C(=O)OC1C=CC2 TVEXGJYMHHTVKP-UHFFFAOYSA-N 0.000 description 1
- 230000001133 acceleration Effects 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 230000009172 bursting Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
Abstract
The utility model relates to the technical field of building construction, in particular to a basement bottom plate groundwater drainage system, which comprises an plain soil layer, wherein a pouring layer and a bottom plate are sequentially arranged on the top of the plain soil layer, an open trench is arranged on the pouring layer, an side trench is arranged on one side of the open trench, a water collecting hole is arranged at the bottom of the open trench close to one side of the side trench and extends to the plain soil layer, a penetrating pipe is inserted into the water collecting hole, the top end of the penetrating pipe is flush with the bottom of the open trench, the water collecting pipe is arranged in the plain soil layer and communicated with the penetrating pipe, an inspection well is positioned outside the basement, the inspection well is communicated with one ends of the water collecting pipe and a water outlet pipe, and the collection and drainage of accumulated water in the basement and soil at the bottom of the basement are realized through the arranged open trench, the penetrating pipe, the water collecting pipe and the inspection well, and the drainage effect is improved.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a basement bottom plate groundwater drainage system.
Background
With the acceleration of the urban process and the increase of urban use places, the basement is used as a building space with the indoor ground lower than the outdoor terrace height, so that the ground space can be saved for storing articles, parking vehicles and the like, and the use of the basement is more and more paid attention. However, because the basement is located in a special position, the elevation of the underground space is lower, the basement bottom plate is easily damaged by the roof of the underground water to permeate water, and the basement is difficult to drain, so that the problems of damp, water accumulation, bottom plate cracking and the like of the basement are easily caused. Therefore, when the basement floor is constructed, the waterproof requirement on the basement floor is higher and higher, the normal use of the basement is seriously affected by the poor waterproof operation of the basement, and the repair cost of the basement is higher.
In the conventional construction and use process, the basement drainage generally adopts a manual switch sewage pump to directly drain, and the drainage method can input a large amount of manpower and material resources, and needs to be monitored and managed by someone in the drainage process, so that the drainage effect is not ideal.
Disclosure of Invention
Aiming at the problem of poor drainage effect of the basement in the prior art, the utility model particularly provides a basement bottom plate groundwater drainage system.
Therefore, the specific technical scheme adopted by the experiment is as follows:
the utility model provides a basement bottom plate groundwater drainage system, which comprises
The top of the plain soil layer is provided with a pouring layer and a bottom plate in turn upwards;
drainage mechanism, including the infiltration pipe, the collector pipe, the outlet pipe, the side channel, inspection shaft and apron, the interval is equipped with multiunit open channel on the pouring layer, the pouring layer is equipped with the side channel in open channel one side, the side channel extends to plain soil layer and communicates with the open channel, the open channel is close to the bottom of side channel one side and is equipped with the catchment hole and the catchment hole extends to plain soil layer, the infiltration pipe inserts and establishes in the catchment hole and the infiltration pipe top flushes with the open channel bottom, the collector pipe sets up in plain soil layer and collector pipe and infiltration pipe intercommunication, the inspection shaft is located the basement outside, the inspection shaft top is equipped with the apron, be equipped with the water storage chamber in the inspection shaft, the both sides of water storage chamber are equipped with water inlet and delivery port respectively, the water inlet communicates with the one end of collector pipe, the delivery port communicates with the one end of outlet pipe, the one end and the water storage chamber intercommunication of side channel.
Preferably, be equipped with the solidification layer in the plain soil layer, the bottom and the collector pipe of permeate tube all are located the solidification layer, and the side channel is located the solidification layer, stabilizes spacingly through setting up the solidification layer to permeate tube and collector pipe, avoids producing the displacement and influences the drainage.
Preferably, the pouring layer comprises a pebble mortar layer, a concrete layer and a leveling layer which are sequentially arranged from bottom to top, so that the stability and the waterproofness of the ground of the basement are ensured.
Preferably, the bottom surface of the side, close to the side channel, of the open channel is lower than the bottom surface of the side, far away from the side channel, of the open channel, and water flow automatically flows to the side channel when the open channel is drained through the inclined open channel.
Preferably, the water storage cavity bottom of inspection shaft is equipped with the filling layer, and the filling layer is equipped with the guiding gutter that the slope set up, and guiding gutter both ends communicate with water inlet and delivery port respectively, and the water inlet height is greater than the delivery port height, avoids the rivers in the collector pipe to produce the refluence through the guiding gutter that the slope set up on the filling layer, improves drainage effect.
Preferably, the top of the cover plate is provided with a groove, and the inner wall of the groove is fixedly provided with a hanging ring, so that a worker can conveniently move the cover plate, and the inspection well is maintained and inspected.
Preferably, the bottom plate interval is equipped with multiunit wash port, and multiunit wash port's vertical projection is located the vertical projection of open trench, improves the drainage efficiency of ponding in the basement through setting up the wash port.
Preferably, the bottom of the inspection well is provided with a concrete cushion layer, the height of the concrete cushion layer is 65-75 mm, the stability of the inspection well is ensured, and sedimentation is avoided.
Preferably, the open trench is provided with a plurality of groups of deformation joints along the length direction at intervals, the width of the deformation joints is 15-25 mm, the deformation joints are arranged to prevent the open trench from generating cracks due to thermal expansion and cold contraction so as to influence drainage, caulking paste is filled in the deformation joints, the distance between two adjacent groups of deformation joints is 15-25 m, and the expansion joints are prevented from influencing drainage through the caulking paste.
By adopting the technical scheme, the method has the advantages that:
the utility model is provided with a plain soil layer, the top of the plain soil layer is upwards provided with a pouring layer and a bottom plate in sequence, the pouring layer is provided with an open trench, one side of the open trench is provided with a water collecting hole, the bottom of the open trench, which is close to one side of the open trench, is provided with a water collecting hole, the water collecting hole extends to the plain soil layer, a penetrating pipe is inserted into the water collecting hole, the top end of the penetrating pipe is flush with the bottom of the open trench, the water collecting pipe is arranged in the plain soil layer, the water collecting pipe is communicated with the penetrating pipe, an inspection well is positioned outside the basement, the inspection well is communicated with one ends of the water collecting pipe and the water outlet pipe, and the collection and the discharge of accumulated water in the basement and the soil at the bottom of the basement are realized through the arranged open trench, the penetrating pipe, the water collecting pipe and the inspection well, and the drainage effect is improved.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings that are needed in the description of the embodiments will be briefly described below, it being obvious that the drawings in the following description are only some embodiments of the present utility model, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 shows a schematic structural view of the present utility model;
FIG. 2 shows a schematic structural view of the present utility model;
FIG. 3 shows a schematic structural view of the present utility model;
FIG. 4 shows a partial cross-sectional view of the present utility model;
fig. 5 shows a schematic structural view of the present utility model.
Wherein: the floor 1, the drain hole 101, the pouring layer 2, the open trench 201, the pebble mortar layer 202, the concrete layer 203, the leveling layer 204, the plain soil layer 3, the curing layer 4, the permeation tube 5, the water collecting tube 6, the side trench 7, the inspection well 8, the water storage cavity 801, the filling layer 802, the diversion trench 803, the cushion layer 804, the cover plate 805, the groove 806 and the hanging ring 807.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
As shown in fig. 1 to 5, the embodiment of the utility model discloses a basement bottom plate groundwater drainage system,
the top of the plain soil layer 3 is provided with a pouring layer 2 and a bottom plate 1 in turn upwards;
drainage mechanism, including permeate tube 5, collector tube 6, the outlet pipe, side channel 7, inspection shaft 8 and apron 805, the interval is equipped with multiunit open channel 201 on pouring layer 2, pour layer 2 and be equipped with side channel 7 in open channel 201 one side, side channel 7 extends to plain soil layer 3 and communicates with open channel 201, the bottom that side channel 7 one side is close to open channel 201 is equipped with the water catch bowl and the water catch bowl extends to plain soil layer 3, permeate tube 5 inserts and establishes in the water catch bowl downthehole and permeate tube 5 top flushes with open channel 201 bottom, collector tube 6 sets up in plain soil layer 3 and collector tube 6 communicates with permeate tube 5, inspection shaft 8 is located the basement outside, inspection shaft 8 top is equipped with apron 805, be equipped with water storage cavity 801 in the inspection shaft 8, the both sides of water storage cavity 801 are equipped with water inlet and delivery port respectively, the water inlet communicates with the one end of collector tube 6, the delivery port communicates with the one end of outlet pipe, the one end of side channel 7 communicates with water storage cavity 801.
In at least one embodiment, be equipped with solidification layer 4 in the plain soil layer 3, the bottom and the collector pipe 6 of permeation tube 5 all are located solidification layer 4, and side canal 7 is located solidification layer 4, stabilizes spacingly through setting up solidification layer 4 permeation tube 5 and collector pipe 6, avoids producing the displacement and influences the drainage.
In at least one embodiment, the pouring layer 2 comprises a pebble mortar layer 202, a concrete layer 203 and a leveling layer 204 which are sequentially arranged from bottom to top, so that the stability and the waterproofness of the basement floor are ensured.
In at least one embodiment, the bottom surface of the open trench 201 near the side channel 7 is lower than the bottom surface of the open trench 201 far from the side channel 7, so that the water flow automatically flows to the side channel 7 when the open trench 201 drains water through the inclined open trench 201.
In at least one embodiment, the water storage cavity 801 of the inspection well 8 is provided with a filling layer 802 at the bottom, the filling layer 802 is provided with a diversion trench 803 obliquely arranged, two ends of the diversion trench 803 are respectively communicated with the water inlet and the water outlet, the height of the water inlet is greater than that of the water outlet, the diversion trench 803 obliquely arranged on the filling layer 802 is used for preventing water flow in the water collecting pipe 6 from flowing backwards, and the drainage effect is improved.
In at least one embodiment, a groove 806 is formed on the top of the cover 805, and a hanging ring 807 is fixedly arranged on the inner wall of the groove 806, so that a worker can move the cover 805, thereby performing maintenance inspection on the inspection well 8.
In at least one embodiment, the bottom plate 1 is provided with a plurality of groups of drain holes 101 at intervals, the longitudinal projections of the plurality of groups of drain holes 101 are located in the longitudinal projections of the open trench 201, and the drainage efficiency of the accumulated water in the basement is improved by arranging the drain holes 101.
In at least one embodiment, a concrete cushion 804 is disposed at the bottom of the manhole 8, and the height of the concrete cushion 804 is 65-75 mm, so that stability of the manhole 8 is ensured, and sedimentation is avoided.
In at least one embodiment, the open trench 201 is provided with multiple groups of deformation joints at intervals along the length direction, the width of the deformation joints is 15-25 mm, the deformation joints are arranged to prevent the open trench 201 from generating cracks due to thermal expansion and cold contraction to affect drainage, the deformation joints are filled with caulking paste, the distance between two adjacent groups of deformation joints is 15-25 m, and the expansion joints are prevented from affecting drainage through the caulking paste.
When the basement is subjected to drainage construction, the top of the plain soil layer 3 is upwards provided with a pouring layer 2 and a bottom plate 1 in sequence, the ground of the basement is stabilized through the pouring layer 2 and the bottom plate 1, a plurality of groups of open trenches 201 are arranged on the pouring layer 2 at intervals, the pouring layer 2 is provided with side channels 7 on one side of the open trenches 201, the side channels 7 extend to the plain soil layer 3 and are communicated with the open trenches 201, when water is accumulated in the basement, the water can flow to the side channels 7 through the open trenches 201 and further flow out of the basement to avoid forming the water in the basement, the bottom of one side of the open trenches 201, which is close to the side channels 7, is provided with water collecting holes and the water collecting holes extends to the plain soil layer 3, a permeation tube 5 is inserted in the water collecting holes and the top end of the permeation tube 5 is leveled with the bottom of the open trenches 201, the water collecting tube 6 is arranged in the plain soil layer 3 and the water collecting tube 6 is communicated with the permeation tube 5, the water flowing in the open trenches 201 can flow into the water collecting tube 6 through the permeation tube 5, the infiltration pipe 5 is inserted in the soil layer 3, so that the accumulated water in the soil layer 3 flows into the infiltration pipe 5 through the infiltration holes on the infiltration pipe 5, and then flows into the water collecting pipe 6 for centralized transfer, the phenomenon that the pouring layer 2 and the bottom plate 1 are broken by bursting due to excessive water content of the soil layer at the bottom of the basement is avoided, the inspection well 8 is positioned outside the basement, the top of the inspection well 8 is provided with the cover plate 805, the inspection well 8 is internally provided with the water storage cavity 801, the two sides of the water storage cavity 801 are respectively provided with the water inlet and the water outlet, the water inlet is communicated with one end of the water collecting pipe 6, the water in the water collecting pipe 6 flows into the water storage cavity 801 in the inspection well 8 through the water inlet, then is discharged to the outside through the water discharging pipe, one end of the side channel 7 is communicated with the water storage cavity 801 through the pipeline, the water in the side channel 7 is subjected to centralized water discharging, the water discharging efficiency is improved, the collection and the discharge of the accumulated water in the basement and the soil at the bottom of the basement are realized through the arranged open trench 201, the permeation tube 5, the water collecting tube 6 and the inspection well 8, so that the drainage effect is improved.
Finally, it should be noted that: the above embodiments are only for illustrating the technical solution of the present utility model, and are not limiting; although the utility model has been described in detail with reference to the foregoing embodiments, it will be appreciated by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some technical features thereof can be replaced by equivalents; such modifications and substitutions do not drive the essence of the corresponding technical solutions to depart from the spirit and scope of the technical solutions of the embodiments of the present utility model.
Claims (9)
1. The utility model provides a basement bottom plate groundwater drainage system, its characterized in that: comprising
The top of the plain soil layer is provided with a pouring layer and a bottom plate in turn upwards;
drainage mechanism, including the infiltration pipe, the collector pipe, the outlet pipe, the side channel, inspection shaft and apron, the interval is equipped with multiunit open channel on the pouring layer, the pouring layer is equipped with the side channel in open channel one side, the side channel extends to plain soil layer and communicates with the open channel, the open channel is close to the bottom of side channel one side and is equipped with the catchment hole and the catchment hole extends to plain soil layer, the infiltration pipe inserts and establishes in the catchment hole and the infiltration pipe top flushes with the open channel bottom, the collector pipe sets up in plain soil layer and collector pipe and infiltration pipe intercommunication, the inspection shaft is located the basement outside, the inspection shaft top is equipped with the apron, be equipped with the water storage chamber in the inspection shaft, the both sides of water storage chamber are equipped with water inlet and delivery port respectively, the water inlet communicates with the one end of collector pipe, the delivery port communicates with the one end of outlet pipe, the one end and the water storage chamber intercommunication of side channel.
2. A basement floor groundwater drainage system according to claim 1, wherein: the soil layer is internally provided with a curing layer, the bottom end of the permeation tube and the water collecting tube are both positioned in the curing layer, and the side channel is positioned on the curing layer.
3. A basement floor groundwater drainage system according to claim 1, wherein: the pouring layer comprises a pebble mortar layer, a concrete layer and a leveling layer which are sequentially arranged from bottom to top.
4. A basement floor groundwater drainage system according to claim 1, wherein: the bottom surface of the side, close to the side channel, of the open channel is lower than the bottom surface of the side, far away from the side channel, of the open channel.
5. A basement floor groundwater drainage system according to claim 1, wherein: the water storage cavity bottom of inspection shaft is equipped with the filling layer, and the filling layer is equipped with the guiding gutter that the slope set up, and guiding gutter both ends communicate with water inlet and delivery port respectively, and the water inlet height is greater than the delivery port height.
6. A basement floor groundwater drainage system according to claim 1, wherein: the top of the cover plate is provided with a groove, and the inner wall of the groove is fixedly provided with a hanging ring.
7. A basement floor groundwater drainage system according to claim 1, wherein: the bottom plate interval is equipped with multiunit wash port, and multiunit wash port's longitudinal projection is located the longitudinal projection of open trench.
8. A basement floor groundwater drainage system according to claim 1, wherein: the bottom of the inspection well is provided with a concrete cushion layer, and the height of the concrete cushion layer is 65-75 mm.
9. A basement floor groundwater drainage system according to claim 1, wherein: the open trench is provided with a plurality of groups of deformation joints at intervals along the length direction, the width of the deformation joints is 15-25 mm, the deformation joints are filled with caulking paste, and the distance between two adjacent groups of deformation joints is 15-25 m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321440998.8U CN220150356U (en) | 2023-06-07 | 2023-06-07 | Basement bottom plate groundwater drainage system that falls |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321440998.8U CN220150356U (en) | 2023-06-07 | 2023-06-07 | Basement bottom plate groundwater drainage system that falls |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220150356U true CN220150356U (en) | 2023-12-08 |
Family
ID=89016458
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321440998.8U Active CN220150356U (en) | 2023-06-07 | 2023-06-07 | Basement bottom plate groundwater drainage system that falls |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220150356U (en) |
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2023
- 2023-06-07 CN CN202321440998.8U patent/CN220150356U/en active Active
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