CN114134945A - Communicating vessel type tool type anti-floating treatment pressure relief device and pressure relief method - Google Patents
Communicating vessel type tool type anti-floating treatment pressure relief device and pressure relief method Download PDFInfo
- Publication number
- CN114134945A CN114134945A CN202111443808.3A CN202111443808A CN114134945A CN 114134945 A CN114134945 A CN 114134945A CN 202111443808 A CN202111443808 A CN 202111443808A CN 114134945 A CN114134945 A CN 114134945A
- Authority
- CN
- China
- Prior art keywords
- pipe
- water collecting
- pressure relief
- water
- collecting well
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims abstract description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 145
- 238000001914 filtration Methods 0.000 claims description 49
- 239000004575 stone Substances 0.000 claims description 23
- 229910000831 Steel Inorganic materials 0.000 claims description 22
- 239000010959 steel Substances 0.000 claims description 22
- 239000004576 sand Substances 0.000 claims description 18
- 239000004567 concrete Substances 0.000 claims description 9
- 239000000126 substance Substances 0.000 claims description 7
- 239000004745 nonwoven fabric Substances 0.000 claims description 5
- 238000013461 design Methods 0.000 claims description 3
- 239000002245 particle Substances 0.000 claims description 3
- 239000008234 soft water Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 11
- 230000000630 rising effect Effects 0.000 abstract description 2
- 102000001999 Transcription Factor Pit-1 Human genes 0.000 description 5
- 108010040742 Transcription Factor Pit-1 Proteins 0.000 description 5
- 238000012423 maintenance Methods 0.000 description 4
- 239000011178 precast concrete Substances 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 229910001335 Galvanized steel Inorganic materials 0.000 description 2
- 230000007123 defense Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000002349 favourable effect Effects 0.000 description 2
- 239000003337 fertilizer Substances 0.000 description 2
- 238000011010 flushing procedure Methods 0.000 description 2
- 239000008397 galvanized steel Substances 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 239000012528 membrane Substances 0.000 description 2
- 238000004078 waterproofing Methods 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 238000003672 processing method Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 230000004044 response Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/10—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure
- E02D31/12—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure against upward hydraulic pressure
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/14—Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/22—Adaptations of pumping plants for lifting sewage
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Health & Medical Sciences (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The invention discloses a communicating vessel type tool type anti-floating treatment pressure relief device and a pressure relief method, wherein the communicating vessel type tool type anti-floating treatment pressure relief device comprises a bottom plate of a basement, a water collecting well is arranged on the bottom plate, a guide pipe is arranged in the water collecting well along the vertical direction, the bottom end of the guide pipe penetrates through the bottom wall of the water collecting well and the bottom plate and extends to the lower part of the bottom plate, the top end port of the guide pipe is communicated with a U-shaped pipe through a three-way joint, pipe orifices at two ends of the U-shaped pipe are both vertically arranged downwards, and the pipe orifice at one end of the U-shaped pipe, which is far away from the guide pipe, is positioned in the water collecting well; the joints of the tee joint, which are adjacent to the guide pipe and the U-shaped pipe, are sealed through flange plates; an automatic draining pump is arranged at the bottom of the water collecting well; the emergency treatment and permanent anti-floating of sudden water head rising under extreme weather can be effectively dealt with, and the problems of complex construction, high cost, long construction period and the like of the traditional passive treatment mode are solved.
Description
Technical Field
The invention belongs to the technical field of basement anti-floating treatment, and particularly relates to a communicating vessel type tool type anti-floating treatment pressure relief device and a pressure relief method.
Background
With the rapid development of engineering construction in China, the existing building reserve and the magnitude of a newly built project are both greatly increased, short-term water level rises due to special weather and environmental changes, and the problems of floating resistance and seepage resistance of underground projects are increasingly prominent. In recent years, the phenomena of floating of a plurality of basements wholly or locally, damage of structural members and continuous leakage cure occur, and more or less economic loss and severe social influence are caused.
Traditional add passive processing methods such as anti-floating anchor rod, anti-floating pile and increase upper portion load, the cost is high, the construction degree of difficulty is big, and extreme weather has unpredictable nature, and secondary fortification still has to be broken through probably. The active anti-floating measure of drainage and pressure relief can greatly reduce the construction cost, and the construction is simple, convenient, safe and reliable, thereby gradually becoming the main component of the anti-floating of the engineering. At present, some mechanical and electronic drainage pressure relief devices are preliminarily formed, but the mechanical device often needs to check the water level manually at regular time and manually open the valve to relieve pressure, wastes time and labor and is too large in response to emergency human factors, and the electronic pressure relief device is high in cost and not easy to maintain and repair.
The Chinese invention patent with the publication number of CN106193132B discloses a pressure-relief anti-floating system for a deep foundation pit high-water-level building bottom plate and a pressure-relief anti-floating method thereof, wherein the pressure-relief anti-floating system comprises a plurality of building pressure-relief water filtration systems, and a pressure-relief water filtration device of each building pressure-relief water filtration system comprises a precast concrete sleeve, a water-filtration core pipe positioned in the precast concrete sleeve, a pre-embedded core pipe fixing piece, a rubber ring cushion and a core pipe fixing cap; the upper part of the water filtering core pipe is provided with an annular plate provided with bolt holes, the lower pipe wall of the annular plate is provided with small holes, the water filtering core pipe is wrapped with 2-4 layers of dense-mesh filter screens, the space between the bottom of the water filtering core pipe and the bottom of the precast concrete sleeve is filled with round gravels, and the space between the side wall of the precast concrete sleeve and the side wall of the water filtering core pipe is filled with coarse sand; in the installation state, the pre-embedded core pipe fixing piece is pre-embedded in the bottom plate concrete, the core pipe fixing cap and the pre-embedded core pipe fixing piece are connected through bolts, the core pipe fixing cap and the water filtering core pipe are connected through bolts, and the middle of the core pipe fixing cap is provided with a rubber ring.
Although the pressure relief and anti-floating system and the anti-floating method can automatically drain water and relieve pressure and the water flow is smooth, the basement bottom plate always needs to bear higher water pressure.
Disclosure of Invention
The invention aims to provide a communicating vessel type tool type anti-floating treatment pressure relief device and a pressure relief method aiming at the problems in the prior art.
In order to achieve the purpose, the invention adopts the technical scheme that:
a communicating tool type anti-floating treatment pressure relief device comprises a bottom plate of a basement, wherein a water collecting well is arranged on the bottom plate, a guide pipe is arranged in the water collecting well in the vertical direction, the bottom end of the guide pipe penetrates through the bottom wall of the water collecting well and the bottom plate and extends to the position below the bottom plate, the end opening at the top end of the guide pipe is communicated with a U-shaped pipe through a three-way joint, pipe openings at two ends of the U-shaped pipe are vertically arranged downwards, and the pipe opening at one end, far away from the guide pipe, of the U-shaped pipe is located in the water collecting well; the joints of the tee joint, which are adjacent to the guide pipe and the U-shaped pipe, are sealed through flange plates; and an automatic draining pump is arranged at the bottom of the water collecting well.
The invention forms a communicating vessel structure through the arranged conduit and the U-shaped pipe, which is used for guiding out the accumulated water below the basement bottom plate, the highest point of the communicating vessel structure is positioned at the height of the anti-floating water-proof level of the basement, the end port of the U-shaped pipe, which is far away from the conduit, is positioned at the lower part in the water collecting well, when extreme weather such as continuous heavy rainfall occurs, field catchment flows into a basement fertilizer tank or underground water is supplemented by runoff to form higher water head pressure, when the water pressure born by the basement bottom plate reaches the anti-floating water-proof pressure, the accumulated water below the basement bottom plate enters the conduit under the water pressure effect, rises, passes through the turning point of the U-shaped pipe, namely passes through the highest point of the communicating vessel structure, is discharged into the water collecting well from the end port of the U-shaped pipe, and is discharged by the automatic drainage pump, when the accumulated water starts to be pressed into the water collecting well from the lower part of the basement bottom plate, because of the arrangement of the communicating vessel structure, make the ponding of basement bottom plate below constantly arrange into the sump pit, only enough keep away from water pressure to U type pipe until the flood head pressure of basement bottom plate below reduces the height of the one end port of pipe, this kind of setting both can automatic drainage pressure release, avoid the basement bottom plate to appear because of surpassing limit water buoyancy and produce crack or whole come-up, ensure structure safety, the water pressure that can make basement bottom plate bear again is in less level for a long time, play the guard action to it, and once only fall the water pressure of basement bottom plate below down, can reduce the drainage number of times, increase drainage interval time, avoid frequently starting automatic drainage pump, be favorable to prolonging automatic drainage pump's life.
Two of the three connectors of the three-way connector are respectively connected with the guide pipe and the U-shaped pipe, the remaining connector is sealed by the flange plate, and the sealed connector can be opened when the guide pipe is blocked for backflushing maintenance.
Further, a filtering pit is formed in the lower portion of the bottom plate, the bottom of the guide pipe is located in the filtering pit, the distance between the bottom of the filtering pit and the bottom of the guide pipe is larger than 300mm, a coarse sand layer is arranged in the filtering pit, a stone layer is arranged between the coarse sand layer and the pit wall of the filtering pit, the thickness of the stone layer is 100mm, the particle size of stones of the stone layer is 5-10mm, the stone layer is paved stones, the coarse sand layer is filled coarse sand, and the filtering pit is internally provided with the stone layer and the coarse sand layer to filter underground water layer by layer, so that the blockage of a communicating device structure is avoided, and drainage and pressure relief are influenced.
Furthermore, a water collecting pipe for filtering is arranged at the end opening of the bottom end of the guide pipe, so that the filtering of underground water is enhanced.
Further, the water collecting pipe is a non-woven fabric floral tube.
Further, the pipe is located the periphery cover of the part in the sump pit diapire is equipped with several water-swelling rubber circle, avoids ponding of the bottom plate below of basement to gush into the sump pit through the gap between pipe and the concrete, leads to ponding not directly to get into the sump pit through the linker structure for automatic drain pump need frequently open and carry out the drainage.
Furthermore, a steel disc is fixed on the periphery of the guide pipe, the steel disc is fixed with the inner bottom surface of the water collecting well through chemical bolts, the connection relation between the guide pipe and the bottom of the water collecting well can be enhanced, and the guide pipe penetrates through the steel disc and is welded with the steel disc.
Furthermore, the guide pipe and the U-shaped pipe are fixed with the wall of the basement through the steel hoop, so that the structure of the communicating device is fixed more stably.
A pressure relief method is based on the pressure relief device and comprises the following steps:
(1) rechecking the anti-floating defense water level of the basement according to the construction blueprint;
(2) observing the pressure relief water yield of the emergency pressure relief hole under the condition of extreme rainstorm for a long time, counting the actual highest water level of the building, and accounting the quantity and distribution requirements of the required conduits for pressure relief;
(3) modifying an original design water collecting well or modifying a newly-added water collecting well on a bottom plate, reserving a guide pipe with the diameter of 150mm at the bottom of the well, arranging a water collecting pipe for filtering at the bottom end port of the guide pipe, digging a filtering pit around the water collecting pipe, wherein the distance between the bottom of the filtering pit and the bottom of the water collecting pipe is more than 300mm, paving stones along the pit wall in the filtering pit, and filling the filtering pit with coarse sand;
(4) a three-way joint and a U-shaped pipe are arranged at the port at the top end of the guide pipe, the height position of the highest position of the U-shaped pipe is arranged according to the anti-floating water-proof level of the basement, and the guide pipe and the U-shaped pipe are fixed on the adjacent wall body by using a steel hoop;
(5) placing a soft water inlet pipe of a temporary water pump in a conduit, starting the temporary water pump to drain water, and then pouring the conduit into concrete at the bottom of a water collecting well;
(6) after the concrete reaches the strength, fixing the guide pipe at the bottom of the water collecting well by adopting a steel disc and a chemical bolt;
(7) the rest interface of the three-way joint is tightly plugged by a flange plate, a rubber pad and a bolt;
(8) and an automatic draining pump is arranged at the bottom of the water collecting well and used for draining accumulated water in the water collecting well.
Compared with the prior art, the invention has the beneficial effects that:
(1) the emergency treatment and permanent anti-floating of sudden water head rising under extreme weather can be effectively dealt with, and the problems of complex construction, high cost, long construction period and the like of the traditional passive treatment mode are solved.
(2) Can effectively isolate silt through the non-woven fabric perforated pipe, coarse sand and stones, and has the functions of filtering, draining and preventing water and soil loss.
(3) The anti-floating fortification capability of the original structure can be fully utilized, the water head pressure exceeding the fortification capability is automatically discharged through the communicating vessel principle, the water head pressure is reduced to a lower level, manual interference is not needed, and the emergency situation can be effectively dealt with.
(4) The back-flushing maintenance can be provided for pipe blockage possibly generated in the later period through the three-way joint and the flange plate, the maintenance is easy, and when extreme conditions such as building aging or upper load reduction are caused, the back-flushing pressure relief can be adjusted as secondary pressure relief on the basis of the height of the pressure limiting water head.
(5) Saving cost, safety and reliability, and simple and fast construction.
Drawings
FIG. 1 is a schematic structural view of a communicating vessel type tool type anti-floating treatment pressure relief device of the present invention;
in the figure: 1. a base plate; 2. a water collecting well; 3. a conduit; 4. a three-way joint; 5. a U-shaped pipe; 6. a flange plate; 7. filtering pits; 8. a coarse sand layer; 9. a stone layer; 10. a water collection pipe; 11. a water-swellable rubber ring; 12. a steel disc; 13. a chemical bolt; 14. and (4) a steel hoop.
Detailed Description
The technical solutions of the present invention will be described clearly and completely with reference to the accompanying drawings, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
As shown in fig. 1, the embodiment provides a communicating vessel type tool type anti-floating treatment pressure relief device, which includes a bottom plate 1 of a basement, a water collecting well 2 is arranged on the bottom plate 1, a conduit 3 is arranged in the water collecting well 2 along a vertical direction, the conduit 3 is a galvanized steel pipe with a diameter of 150mm, a wall thickness is greater than 5mm, a height of the conduit 3 is determined by an anti-floating water level of the basement, a bottom end of the conduit 3 penetrates through a bottom wall of the water collecting well 2 and the bottom plate 1 and extends to a position below the bottom plate 1, a top end port of the conduit 3 is communicated with a U-shaped pipe 5 through a three-way joint 4, pipe orifices at two ends of the U-shaped pipe 5 are both vertically arranged downwards, and a pipe orifice at one end of the U-shaped pipe 5, which is far away from the conduit 3, is located in the water collecting well 2; the interfaces of the three-way joint 4, which are adjacent to the guide pipe 3 and the U-shaped pipe 5, are sealed by a flange 6; the bottom of the water collecting well 2 is provided with an automatic draining pump, which is not shown in fig. 1.
The invention forms a structure of a communicating vessel through a conduit 3 and a U-shaped pipe 5 which are arranged, the communicating vessel is used for guiding accumulated water below a basement bottom plate 1 out, the highest point of the communicating vessel structure is positioned at the height of the basement anti-floating water-proof level, one end port of the U-shaped pipe 5 far away from the conduit 3 is positioned at the lower part in a water collecting well 2, when extreme weather such as continuous heavy rainfall occurs, field catchment flows into a basement fertilizer tank or underground water is supplied by runoff to form higher water head pressure, when the water pressure born by the basement bottom plate 1 reaches the anti-floating water-proof pressure, the accumulated water below the basement bottom plate 1 enters the conduit 3 under the action of the water pressure and rises to cross a turning part of the U-shaped pipe 5, namely cross the highest point of the communicating vessel structure, is discharged into the water collecting well 2 from one end port of the U-shaped pipe 5 far away from the conduit 3 and is discharged by an automatic drainage pump, when the accumulated water starts to be pressed into the water collecting well 2 from the lower part of the basement bottom plate 1, because the setting of linker structure for ponding of basement bottom plate 1 below is constantly arranged into sump pit 2, only enough keep away from water pressure to U type pipe 5 to the head pressure of basement bottom plate 1 below reduces the height of the one end port of pipe 3, this kind of setting, both can automatic drainage pressure release, avoid basement bottom plate 1 to appear because of exceeding limit water buoyancy and produce crack or whole come-up, ensure structure safety, the water pressure that can make basement bottom plate 1 bear is in less level for a long time again, play the guard action to it, and once only fall the water pressure of basement bottom plate 1 below down, can reduce the drainage number of times, increase drainage interval time, avoid frequently starting automatic drain pump, be favorable to prolonging the life of automatic drain pump.
Two of the three connectors of the three-way connector 4 are respectively connected with the guide pipe 3 and the U-shaped pipe 5, the remaining connector is sealed by matching a flange 6 with a rubber pad, the sealed connector can be opened when the guide pipe 3 is blocked for backflushing maintenance, and the three-way connector 4 is generally arranged at the position 800mm away from the bottom of the water collecting well 2.
Further, a filtering pit 7 is formed below the bottom plate 1, the bottom of the guide pipe 3 is located in the filtering pit 7, the distance between the bottom of the filtering pit 7 and the bottom of the guide pipe 3 is larger than 300mm, a coarse sand layer 8 is arranged in the filtering pit 7, a stone layer 9 is arranged between the coarse sand layer 8 and the pit wall of the filtering pit 7, the thickness of the stone layer 9 is 100mm, the stone particle size of the stone layer 9 is 5-10mm, the stone layer 9 is a laid stone, the coarse sand layer 8 is filled coarse sand, the stone layer 9 and the coarse sand layer 8 are arranged in the filtering pit 7, underground water is filtered layer by layer, and the blockage of a communicating device structure is avoided, so that water drainage and pressure relief are influenced.
Further, a water collecting pipe 10 for filtering is arranged at the bottom end port of the guide pipe 3, so that the filtering of the underground water is enhanced.
Furthermore, the water collecting pipe 10 is a non-woven fabric flower pipe, and the bottom end opening of the guide pipe 3 is plugged into the pipe opening of the non-woven fabric flower pipe, so that the filtering effect is better.
Further, pipe 3 is located the periphery cover of the part in the 2 diapire of sump pit is equipped with several water-swelling rubber circle 11, avoids the ponding of 1 below of bottom plate of basement to gush into sump pit 2 through the gap between pipe 3 and the concrete, forms the infiltration passageway, leads to ponding not directly to get into sump pit 2 through the linker structure for automatic drainage pump need frequently open and carry out the drainage.
Further, a steel disc 12 is fixed on the periphery of the guide pipe 3, the steel disc 12 is a galvanized steel disc 12, the steel disc 12 is fixed with the inner bottom surface of the water collecting well 2 through a chemical bolt 13, the connection relation between the guide pipe 3 and the bottom of the water collecting well 2 can be enhanced, and the guide pipe 3 penetrates through the steel disc 12 and is welded with the steel disc 12.
Further, the conduit 3 and the U-shaped pipe 5 are fixed to the wall of the basement through the steel hoop 14, so that the communicating device structure is fixed more stably.
The embodiment further provides a pressure relief method, based on the pressure relief device, including the following steps:
(1) rechecking the anti-floating defense water level of the basement according to the construction blueprint;
(2) observing the pressure relief water yield of the emergency pressure relief hole under the condition of extreme rainstorm for a long time, counting the actual highest water level of the building, and accounting the quantity and distribution requirements of the required conduits 3 for pressure relief;
(3) in the position where the guide pipe 3 is required to be arranged for pressure relief, an original design water collecting well 2 is modified or a water collecting well 2 is newly added on a modified bottom plate 1, the guide pipe 3 with the diameter of 150mm is reserved at the bottom of the well, a water collecting pipe 10 for filtering is arranged at the bottom end port of the guide pipe 3, a filtering pit 7 is dug around the water collecting pipe 10, the distance between the bottom of the filtering pit 7 and the bottom of the water collecting pipe 10 is larger than 300mm, stones are firstly paved along the wall of the filtering pit 7, and then the filtering pit 7 is filled with coarse sand;
(4) a three-way joint 4 and a U-shaped pipe 5 are arranged at the port at the top end of the guide pipe 3, the height position of the highest position of the U-shaped pipe 5 is arranged according to the anti-floating water-proof level of the basement, and the guide pipe 3 and the U-shaped pipe 5 are fixed on the adjacent wall body by using a steel hoop 14;
(5) placing a soft water inlet pipe of a temporary water pump in a conduit 3, starting the temporary water pump to drain water, and then pouring the conduit 3 into concrete at the bottom of a water collecting well 2;
(6) after the concrete reaches the strength, fixing the guide pipe 3 at the bottom of the water collecting well 2 by adopting a steel disc 12 and a chemical bolt 13;
(7) the rest interface of the three-way joint 4 is tightly sealed and plugged by a flange 6, a rubber pad and a bolt;
(8) an automatic draining pump is arranged at the bottom of the water collecting well 2 and used for draining accumulated water in the water collecting well 2.
Furthermore, an impact-proof block can be arranged right below the port of one end, far away from the guide pipe 3, of the U-shaped pipe 5, the impact-proof block is in a cone shape, the discharged high-speed water flow is relieved by utilizing the peripheral surface of the impact-proof block, and the water collecting well 2 is prevented from being damaged by too large drainage impact force.
Furthermore, the well mouth cover of the water collecting well 2 is provided with a polymer cover plate, and the cover plate is provided with a through hole for the communicating vessel structure to pass through.
Further, if the position where the conduit 3 is required to be arranged for pressure relief is located near the drainage ditch, the drainage ditch can be used for replacing the water collecting well 2, and water discharged through the conduit 3 can flow into the water collecting well 2 through the drainage ditch and then be discharged.
Further, lay waterproofing membrane between bottom plate 1 and sump pit 2, avoid water to ooze into sump pit 2, form the infiltration passageway, pipe 3 runs through waterproofing membrane.
Furthermore, a plurality of communicating vessel structures can be arranged in the same water collecting well 2 for water drainage, and the communicating vessel structures are arranged in a plum blossom shape; when the pressure relief is carried out, the pressure relief speed is higher, and when a certain conduit 3 is blocked and is not found in time, other conduits 3 in the same water collecting well 2 still can play the role of drainage and pressure relief.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (8)
1. A communicating vessel type tool type anti-floating treatment pressure relief device comprises a bottom plate of a basement, and is characterized in that a water collecting well is arranged on the bottom plate, a guide pipe is arranged in the water collecting well in the vertical direction, the bottom end of the guide pipe penetrates through the bottom wall of the water collecting well and the bottom plate and extends to the lower portion of the bottom plate, the top end port of the guide pipe is communicated with a U-shaped pipe through a three-way joint, pipe orifices at two ends of the U-shaped pipe are both arranged vertically downwards, and a pipe orifice at one end, far away from the guide pipe, of the U-shaped pipe is located in the water collecting well; the joints of the tee joint, which are adjacent to the guide pipe and the U-shaped pipe, are sealed through flange plates; and an automatic draining pump is arranged at the bottom of the water collecting well.
2. The communicating vessel type tool type anti-floating treatment pressure relief device as claimed in claim 1, wherein a filtering pit is formed below the bottom plate, the bottom of the conduit is located in the filtering pit, the distance between the bottom of the filtering pit and the bottom of the conduit is greater than 300mm, a coarse sand layer is arranged in the filtering pit, a stone layer is arranged between the coarse sand layer and the pit wall of the filtering pit, the thickness of the stone layer is 100mm, and the stone particle size of the stone layer is 5-10 mm.
3. The communicating vessel type tool type anti-floating treatment pressure relief device as claimed in claim 1, wherein the bottom end port of the conduit is provided with a water collecting pipe for filtering.
4. The communicating vessel type tool type anti-floating treatment pressure relief device as claimed in claim 3, wherein said water collecting pipe is a non-woven fabric floral tube.
5. The communicating vessel type tool type anti-floating treatment pressure relief device as claimed in claim 1, wherein the portion of the conduit inside the bottom wall of the water collecting well is peripherally sleeved with a plurality of water-swellable rubber rings.
6. The communicating vessel type tool type anti-floating treatment pressure relief device as claimed in claim 1, wherein a steel disc is fixed on the outer circumference of the conduit, and the steel disc is fixed with the inner bottom surface of the water collecting well through chemical bolts.
7. The connector-type tool-type anti-floating treatment pressure relief device as claimed in claim 1, wherein the conduit and the U-shaped pipe are fixed to the wall of the basement by steel hoops.
8. A method of pressure relief, based on the pressure relief device according to any of claims 1-7, comprising the steps of:
(1) rechecking the anti-floating water level of the basement;
(2) observing the pressure relief water yield of the emergency pressure relief hole under the condition of extreme rainstorm, counting the actual highest water level of the building, and accounting the quantity and distribution requirements of the required conduits for pressure relief;
(3) modifying an original design water collecting well or modifying a newly-added water collecting well on a bottom plate, reserving a guide pipe with the diameter of 150mm at the bottom of the well, arranging a water collecting pipe for filtering at the bottom end port of the guide pipe, digging a filtering pit around the water collecting pipe, wherein the distance between the bottom of the filtering pit and the bottom of the water collecting pipe is more than 300mm, paving stones along the pit wall in the filtering pit, and filling the filtering pit with coarse sand;
(4) a three-way joint and a U-shaped pipe are arranged at the port at the top end of the guide pipe, the height position of the highest position of the U-shaped pipe is arranged according to the anti-floating water-proof level of the basement, and the guide pipe and the U-shaped pipe are fixed on the adjacent wall body by using a steel hoop;
(5) placing a soft water inlet pipe of a temporary water pump in a conduit, starting the temporary water pump to drain water, and then pouring the conduit into concrete at the bottom of a water collecting well;
(6) after the concrete reaches the strength, fixing the guide pipe at the bottom of the water collecting well by adopting a steel disc and a chemical bolt;
(7) the rest interface of the three-way joint is tightly plugged by a flange plate, a rubber pad and a bolt;
(8) the bottom of the water collecting well is provided with an automatic draining pump.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111443808.3A CN114134945A (en) | 2021-11-30 | 2021-11-30 | Communicating vessel type tool type anti-floating treatment pressure relief device and pressure relief method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111443808.3A CN114134945A (en) | 2021-11-30 | 2021-11-30 | Communicating vessel type tool type anti-floating treatment pressure relief device and pressure relief method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN114134945A true CN114134945A (en) | 2022-03-04 |
Family
ID=80389924
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111443808.3A Pending CN114134945A (en) | 2021-11-30 | 2021-11-30 | Communicating vessel type tool type anti-floating treatment pressure relief device and pressure relief method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN114134945A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193132A (en) * | 2016-08-31 | 2016-12-07 | 广西建工集团第五建筑工程有限责任公司 | Pressure relief anti-floating system for bottom plate of deep foundation pit high-water-level building and pressure relief anti-floating method thereof |
| CN107620328A (en) * | 2017-08-14 | 2018-01-23 | 贵州乌江水电开发有限责任公司索风营发电厂 | Dam dam base drainage well reconstruction structure and method |
| CN109680729A (en) * | 2019-01-31 | 2019-04-26 | 南充职业技术学院 | A kind of underground water pressure relief device and method |
| CN214245859U (en) * | 2020-12-16 | 2021-09-21 | 中国建筑第四工程局有限公司 | Basement bottom plate drainage pressure relief device |
| CN214574125U (en) * | 2021-02-09 | 2021-11-02 | 青岛腾远设计事务所有限公司 | Construction structure for preventing basement from floating up integrally in use stage |
| CN214695963U (en) * | 2021-04-14 | 2021-11-12 | 宋成刚 | Closed sewage inspection well |
-
2021
- 2021-11-30 CN CN202111443808.3A patent/CN114134945A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193132A (en) * | 2016-08-31 | 2016-12-07 | 广西建工集团第五建筑工程有限责任公司 | Pressure relief anti-floating system for bottom plate of deep foundation pit high-water-level building and pressure relief anti-floating method thereof |
| CN107620328A (en) * | 2017-08-14 | 2018-01-23 | 贵州乌江水电开发有限责任公司索风营发电厂 | Dam dam base drainage well reconstruction structure and method |
| CN109680729A (en) * | 2019-01-31 | 2019-04-26 | 南充职业技术学院 | A kind of underground water pressure relief device and method |
| CN214245859U (en) * | 2020-12-16 | 2021-09-21 | 中国建筑第四工程局有限公司 | Basement bottom plate drainage pressure relief device |
| CN214574125U (en) * | 2021-02-09 | 2021-11-02 | 青岛腾远设计事务所有限公司 | Construction structure for preventing basement from floating up integrally in use stage |
| CN214695963U (en) * | 2021-04-14 | 2021-11-12 | 宋成刚 | Closed sewage inspection well |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102002959B (en) | Underground structure substrate water draw-off and distribution method thereof | |
| CN103046565A (en) | Draining method for ultra-deep batholith deep foundation pit | |
| CN108487276A (en) | A kind of embed-type shallow-layer combined water drain pipe and construction method | |
| CN110847199A (en) | Construction method for drainage of underground water of deep foundation pit | |
| WO2018036317A1 (en) | Water collecting and draining system, and construction method thereof | |
| CN103132488B (en) | Reverse osmosis water processing method and reverse osmosis drainage system in construction period of concrete faced rockfill dam | |
| CN106193132A (en) | Pressure relief anti-floating system for bottom plate of deep foundation pit high-water-level building and pressure relief anti-floating method thereof | |
| CN112144584A (en) | Self-flowing drainage pressure-limiting anti-floating structure and construction method | |
| CN113175005A (en) | Anti-floating design and construction method for waterproof bottom plate of underground garage in rainstorm period | |
| CN106638917A (en) | Splitting type rainwater recycling, storage and regulation system and construction method thereof | |
| CN208578054U (en) | A kind of embed-type shallow-layer combined water drain pipe | |
| CN104805873A (en) | Multi-defense line type anti-floating system capable of monitoring release of water pressure of basement | |
| CN210263098U (en) | Mattress drainage system | |
| CN205077527U (en) | Drainage system is dredged to basement bottom plate release water buoyancy method | |
| CN207331931U (en) | A kind of water seepage prevention floor drain | |
| CN114134945A (en) | Communicating vessel type tool type anti-floating treatment pressure relief device and pressure relief method | |
| CN114293578A (en) | Basement drainage and water level monitoring system and construction method thereof | |
| CN211472544U (en) | Dewatering well structure | |
| CN203213129U (en) | Controllable non-return drainer | |
| CN209368854U (en) | Foundation pit side-wall infiltration current-collecting device | |
| CN208395840U (en) | Basement sump pit preventive drainage device | |
| CN103696485B (en) | A kind of nuclear island drainage device | |
| CN113718808A (en) | Precipitation structure for preventing underground structure from floating and construction method thereof | |
| CN220167131U (en) | Pressure relief system for basement waterproof board | |
| CN113494066B (en) | Concrete faced rockfill dam and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20220304 |
|
| RJ01 | Rejection of invention patent application after publication |