CN213358704U - Water resource utilization structure for drainage and pressure relief - Google Patents
Water resource utilization structure for drainage and pressure relief Download PDFInfo
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- CN213358704U CN213358704U CN202021828628.8U CN202021828628U CN213358704U CN 213358704 U CN213358704 U CN 213358704U CN 202021828628 U CN202021828628 U CN 202021828628U CN 213358704 U CN213358704 U CN 213358704U
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Abstract
The utility model discloses a water resource utilization structure of drainage pressure release relates to drainage pressure release technical field, and is relatively poor for solving current underground construction water-resistant buoyancy, and groundwater directly discharges the external world, does not carry out rational utilization to water, causes the problem of wasting of resources. The inside upper end of bottom rubble bed course is provided with high infiltration choked flow filtering layer, the internally mounted of high infiltration choked flow filtering layer has the edulcoration chimney filter, edulcoration chimney filter and high infiltration choked flow filtering layer fixed connection, waterproof soil cloth is all installed to the upper end of high infiltration choked flow filtering layer and bottom rubble bed course, concrete layer is installed to the upper end of waterproof soil cloth, the bottom plate is installed to concrete layer's upper end, the bottom plate passes through the draw-in groove with concrete layer and is connected, the foundational building layer is installed to the upper end of bottom plate, foundational building layer and bottom plate fixed connection, the cistern is all installed to the inside both sides of bottom plate, cistern and bottom plate fixed connection.
Description
Technical Field
The utility model relates to a drainage pressure release technical field specifically is a water resource utilization structure of drainage pressure release.
Background
With the rapid development of urban construction, a large number of high-rise buildings, underground garages, subways and the like put forward higher-level requirements on the utilization of underground spaces, and the floating resistance problem of basements is increasingly prominent due to the frequent occurrence of accidents of floating, inclining and collapsing of upper structures of the buildings caused by the buoyancy of underground water. With the increase of the height of a building and the increase of the foundation burial depth, the requirement on the anti-floating design of the foundation is higher and higher.
However, the existing underground building has poor water-resistant buoyancy, and the underground water is directly discharged to the outside, so that the water is not reasonably utilized, and the resource waste is caused; therefore, the existing requirements are not met, and a water resource utilization structure for draining and decompressing is provided for the existing requirements.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a water resource utilization structure of drainage pressure release to the underground construction water-resistant buoyancy who proposes in solving above-mentioned background is relatively poor, and groundwater directly discharges the external world, does not carry out rational utilization to water, causes the problem of wasting of resources.
In order to achieve the above object, the utility model provides a following technical scheme: a water resource utilization structure for drainage and pressure relief comprises a bottom broken stone cushion layer, wherein a high-permeability flow-resisting filter layer is arranged at the upper end inside the bottom broken stone cushion layer, an impurity-removing filter pipe is arranged inside the high-permeability flow-resisting filter layer and fixedly connected with the high-permeability flow-resisting filter layer, waterproof soil cloth is arranged at the upper ends of the high-permeability flow-resisting filter layer and the bottom broken stone cushion layer, a concrete layer is arranged at the upper end of the waterproof soil cloth, a bottom plate is arranged at the upper end of the concrete layer and connected with the concrete layer through a clamping groove, a foundation building layer is arranged at the upper end of the bottom plate and fixedly connected with the bottom plate, water reservoirs are arranged at two sides inside the bottom plate and fixedly connected with the bottom plate, a containment plate is arranged outside the foundation building layer and fixedly connected with the foundation building layer, resistance plate is installed in the outside on basic building layer, resistance plate sets up to integrated into one piece structure with basic building layer, the top counter weight shrouding is all installed to the upper end on fender apron and basic building layer, top counter weight shrouding and fender apron and the equal fixed connection on basic building layer, water resource recovery case is all installed to the both sides of top counter weight shrouding upper end, the suction pump is all installed to the both sides of top counter weight shrouding upper end.
Preferably, drainage pipe is installed to the upper end of water resource recovery case, drainage pipe and water resource recovery case welded connection, the water drain pipeline is installed to the one end that the suction pump was kept away from to the water resource recovery case, water drain pipeline and water resource recovery case welded connection.
Preferably, the upper end between basic building layer and the apron plate is provided with sealed soil layer, the lower extreme between basic building layer and the apron plate is provided with backfill soil layer, backfill soil layer and sealed soil layer and basic building layer and apron plate equal fixed connection.
Preferably, the internally mounted of basic building layer has the dampproof course, dampproof course and basic building layer fixed connection.
Preferably, the liquidometers are installed on two sides of the lower end inside the foundation building layer and fixedly connected with the foundation building layer.
Preferably, the suction pump passes through the second pipe connection with top counter weight shrouding, first water pipe is installed to the one end of suction pump, the inside on first water pipe embedding basic building layer.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the utility model can slowly permeate groundwater inside the device by arranging the high-permeability choked flow filter layer, ensure the functional integrity of the device, filter out larger impurities in the groundwater by installing the impurity removal filter pipe, purify and purify the groundwater, increase the use effect of the device, increase the waterproofness of the device by installing the waterproof soil cloth, prevent the groundwater from permeating to the upper end of the device, concentrate the filtered groundwater in the impurity removal filter pipe by installing the impounding reservoir, facilitate the suction pump to pump away the groundwater, ensure the functional integrity of the device, protect the device by installing the enclosure plate, increase the strength of the device, prolong the service life of the device, increase the friction force between the device and the soil by installing the resistance plate, prevent the groundwater from generating larger influence on the device, increase the water buoyancy of the device, increase the stability of the device, and store the pumped groundwater by installing the water resource recycling bin, the device is convenient for watering plants or preventing and controlling dust on construction sites, the underground water resource is truly recycled in the whole life cycle of the building, and the self weight of the device can increase the weight of the device, so that the buoyancy of the underground water can be overcome, and the stability of the device can be improved;
2. the utility model discloses an installation drain pipe can be with surpassing the log raft play device that water resource recycling bin bore, increases the practicality of device, and the installation level gauge can the automatic monitoring reservoir water level change, makes its cooperation suction pump be convenient for take out the groundwater in the cistern from.
Drawings
Fig. 1 is a schematic structural view of a water resource utilization structure for water drainage and pressure relief according to the present invention;
FIG. 2 is an enlarged view of portion A of FIG. 1;
fig. 3 is an enlarged view of a portion B of fig. 1.
In the figure: 1. a bottom crushed stone cushion layer; 2. a high-permeability flow-resisting filter layer; 3. a impurity removal filter tube; 4. waterproof soil cloth; 5. a concrete layer; 6. a base plate; 7. a base building layer; 8. a moisture barrier; 9. a reservoir; 10. a first water pipe; 11. a water pump; 12. a water resource recovery tank; 13. a water discharge pipeline; 14. a water drainage pipe; 15. a top counterweight closing plate; 16. a resistance plate; 17. backfilling the soil layer; 18. sealing the soil layer; 19. a second conduit; 20. a containment plate; 21. a liquid level meter.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
Referring to fig. 1-3, the present invention provides an embodiment: a water resource utilization structure for drainage and pressure relief comprises a bottom gravel cushion layer 1, wherein a high-permeability flow-resisting filter layer 2 is arranged at the upper end inside the bottom gravel cushion layer 1, underground water can slowly permeate into the high-permeability flow-resisting filter layer 2 to ensure the functional integrity of the device, an impurity-removing filter pipe 3 is arranged inside the high-permeability flow-resisting filter layer 2, the impurity-removing filter pipe 3 can filter out larger impurities in the underground water to purify and purify the underground water, the using effect of the device is increased, the impurity-removing filter pipe 3 is fixedly connected with the high-permeability flow-resisting filter layer 2, waterproof soil cloth 4 is respectively arranged at the upper ends of the high-permeability flow-resisting filter layer 2 and the bottom gravel cushion layer 1, the waterproof soil cloth 4 can increase the waterproof property of the device, the underground water is prevented from permeating into the upper end of the device, a concrete layer 5 is arranged at the upper end of the waterproof soil cloth 4, the base plate 6 is connected with the concrete layer 5 through a clamping groove, a basic building layer 7 is installed at the upper end of the base plate 6, the basic building layer 7 is fixedly connected with the base plate 6, the impounding reservoirs 9 are installed on two sides inside the base plate 6, the impounding reservoirs 9 can be installed to concentrate groundwater filtered in the impurity removal filter pipes 3, a water suction pump 11 can conveniently pump away the groundwater, the functional integrity of the device is ensured, the impounding reservoirs 9 are fixedly connected with the base plate 6, the exterior of the basic building layer 7 is provided with the enclosure plate 20, the enclosure plate 20 can protect the device, the strength of the device is increased, the service life of the device is prolonged, the enclosure plate 20 is fixedly connected with the basic building layer 7, the outer side of the basic building layer 7 is provided with the resistance plate 16, the resistance plate 16 is installed to increase the friction force between the device and soil, the great influence of, increase the stability of device, resistance board 16 sets up to the integrated into one piece structure with basic building layer 7, top counter weight shrouding 15 is all installed to the upper end of apron board 20 and basic building layer 7, top counter weight shrouding 15 and apron board 20 and the equal fixed connection of basic building layer 7, water resource recovery case 12 is all installed to the both sides of top counter weight shrouding 15 upper end, suction pump 11 is all installed to the both sides of top counter weight shrouding 15 upper end, installation water resource recovery case 12 can get up the groundwater storage of taking out, be convenient for water plant or be applied to the raise dust prevention and cure of job site, realize in the real life cycle reuse groundwater resources of building, and its self weight can increase the weight of device, be used for overcoming groundwater buoyancy, increase the stability of device.
Further, drainage pipe 13 is installed to the upper end of water resource recycling bin 12, drainage pipe 13 and water resource recycling bin 12 welded connection, and drain pipe 14 is installed to the one end that water resource recycling bin 12 kept away from suction pump 11, and drain pipe 14 and water resource recycling bin 12 welded connection, installation drain pipe 14 can surpass the water eduction gear that water resource recycling bin 12 bore, increase the practicality of device.
Further, a sealing soil layer 18 is arranged at the upper end between the basic building layer 7 and the enclosure plate 20, a backfill soil layer 17 is arranged at the lower end between the basic building layer 7 and the enclosure plate 20, the backfill soil layer 17 and the sealing soil layer 18 are fixedly connected with the basic building layer 7 and the enclosure plate 20, and the sealing soil layer 18 is installed to prevent water from permeating into the lower end between the basic building layer 7 and the enclosure plate 20 from the upper end, so that the functional integrity of the device is ensured.
Further, the internally mounted of basic building layer 7 has dampproof course 8, dampproof course 8 and basic building layer 7 fixed connection, can avoid the device inside to wet between installation basic building layer 7 and the apron board 20, makes the device inside keep dry.
Furthermore, level gauge 21 is all installed to the inside both sides of lower extreme in basic building layer 7, and level gauge 21 and basic building layer 7 fixed connection, and installation level gauge 21 can the automatic monitoring cistern 9 water level change, makes it cooperate suction pump 11 to be convenient for take out the groundwater in cistern 9, and the model of level gauge 21 sets up to SP-813 type.
Further, suction pump 11 passes through second pipeline 19 with top counter weight shrouding 15 and is connected, and first water pipe 10 is installed to suction pump 11's one end, and first water pipe 10 imbeds basic building layer 7's inside, installs first water pipe 10 and is convenient for take away groundwater from cistern 9, guarantees the functional complete of device.
The working principle is as follows: when the device is used, underground water enters the reservoir 9 after being filtered by the high-permeability flow-resisting filter layer 2 and the impurity-removing filter pipe 3, the water in the reservoir 9 is pumped into the water resource recovery box 12 through the first water pipe 10 and the second pipeline 19 by controlling the water suction pump 11 by the liquid level meter 21 along with the fact that the underground water in the reservoir 9 reaches a certain time, a worker can connect the external water taking equipment of the device with the drainage pipe 13 through a flange, the underground water in the water resource recovery box 12 is used for irrigating plants or dust raising prevention and control in a construction site, the underground water resource is truly and repeatedly utilized in the whole life cycle of a building, the device is provided with the high-permeability flow-resisting filter layer 2, the underground water can slowly permeate into the device, the functional integrity of the device is ensured, the impurity-removing filter pipe 3 can be installed to filter out larger impurities in the underground water to purify and purify the underground, the using effect of the device is improved, the waterproof soil cloth 4 is installed to improve the waterproofness of the device and prevent the permeation of underground water to the upper end of the device, the reservoir 9 is installed to concentrate filtered underground water in the impurity removal filter tube 3, the underground water is conveniently pumped away by the suction pump 11, the functional integrity of the device is ensured, the guard board 20 is installed to protect the device, the strength of the device is improved, the service life of the device is prolonged, the friction force between the device and soil can be improved by installing the resistance board 16, the large influence of the buoyancy force of the underground water on the device is prevented, the water-resistant buoyancy force of the device is improved, the stability of the device is improved, the pumped underground water can be stored by installing the water resource recycling tank 12, the plant irrigation or the dust prevention and control applied to a construction site are facilitated, the repeated utilization of underground water resources in the whole life cycle of a building is, the utility model is used for overcoming groundwater buoyancy, increases the stability of device, and installation drain pipe 14 can be with surpassing the water discharge device that water resource recycling bin 12 bore, increases the practicality of device, and installation level gauge 21 can the automatic monitoring cistern 9 water level change, makes its cooperation suction pump 11 be convenient for take out the groundwater in the cistern 9.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (6)
1. The utility model provides a water resource utilization structure of drainage pressure release, includes bottom rubble bed course (1), its characterized in that: the high-permeability flow-resisting filter layer (2) is arranged at the upper end inside the bottom gravel cushion layer (1), an impurity-removing filter pipe (3) is arranged inside the high-permeability flow-resisting filter layer (2), the impurity-removing filter pipe (3) is fixedly connected with the high-permeability flow-resisting filter layer (2), waterproof soil cloth (4) is arranged at the upper ends of the high-permeability flow-resisting filter layer (2) and the bottom gravel cushion layer (1), a concrete layer (5) is arranged at the upper end of the waterproof soil cloth (4), a bottom plate (6) is arranged at the upper end of the concrete layer (5), the bottom plate (6) is connected with the concrete layer (5) through a clamping groove, a foundation building layer (7) is arranged at the upper end of the bottom plate (6), the foundation building layer (7) is fixedly connected with the bottom plate (6), water reservoirs (9) are arranged on two sides inside the bottom plate (6), and the water reservoirs (9) are fixedly connected, the externally mounted of basic building layer (7) has apron board (20), apron board (20) and basic building layer (7) fixed connection, resistance board (16) are installed in the outside of basic building layer (7), resistance board (16) set up to the integrated into one piece structure with basic building layer (7), top counter weight shrouding (15) are all installed to the upper end of apron board (20) and basic building layer (7), top counter weight shrouding (15) and apron board (20) and the equal fixed connection of basic building layer (7), water resource recovery case (12) are all installed to the both sides of top counter weight shrouding (15) upper end, suction pump (11) are all installed to the both sides of top counter weight shrouding (15) upper end.
2. The water resource utilization structure for draining and decompressing water according to claim 1, characterized in that: drainage pipe (13) are installed to the upper end of water resource recovery case (12), drainage pipe (13) and water resource recovery case (12) welded connection, drain pipe (14) are installed to the one end that suction pump (11) were kept away from in water resource recovery case (12), drain pipe (14) and water resource recovery case (12) welded connection.
3. The water resource utilization structure for draining and decompressing water according to claim 1, characterized in that: the building protective plate is characterized in that a sealing soil layer (18) is arranged at the upper end between the basic building layer (7) and the protective plate (20), a backfill soil layer (17) is arranged at the lower end between the basic building layer (7) and the protective plate (20), and the backfill soil layer (17) and the sealing soil layer (18) are fixedly connected with the basic building layer (7) and the protective plate (20).
4. The water resource utilization structure for draining and decompressing water according to claim 1, characterized in that: the interior mounting of basic building layer (7) has dampproof course (8), dampproof course (8) and basic building layer (7) fixed connection.
5. The water resource utilization structure for draining and decompressing water according to claim 1, characterized in that: level gauge (21) are all installed to the both sides of the inside lower extreme of basic building layer (7), level gauge (21) and basic building layer (7) fixed connection.
6. The water resource utilization structure for draining and decompressing water according to claim 1, characterized in that: suction pump (11) are connected through second pipeline (19) with top counter weight shrouding (15), first water pipe (10) are installed to the one end of suction pump (11), the inside on basic building layer (7) is embedded in first water pipe (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021828628.8U CN213358704U (en) | 2020-08-27 | 2020-08-27 | Water resource utilization structure for drainage and pressure relief |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021828628.8U CN213358704U (en) | 2020-08-27 | 2020-08-27 | Water resource utilization structure for drainage and pressure relief |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213358704U true CN213358704U (en) | 2021-06-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021828628.8U Expired - Fee Related CN213358704U (en) | 2020-08-27 | 2020-08-27 | Water resource utilization structure for drainage and pressure relief |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213358704U (en) |
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2020
- 2020-08-27 CN CN202021828628.8U patent/CN213358704U/en not_active Expired - Fee Related
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210604 |
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| CF01 | Termination of patent right due to non-payment of annual fee |