CN206052749U - For the deep collection water-stop in water-rich sand layer foundation pit construction - Google Patents
For the deep collection water-stop in water-rich sand layer foundation pit construction Download PDFInfo
- Publication number
- CN206052749U CN206052749U CN201620986289.3U CN201620986289U CN206052749U CN 206052749 U CN206052749 U CN 206052749U CN 201620986289 U CN201620986289 U CN 201620986289U CN 206052749 U CN206052749 U CN 206052749U
- Authority
- CN
- China
- Prior art keywords
- water
- stop
- flange
- splash guard
- foundation pit
- 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.)
- Expired - Fee Related
Links
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
A kind of deep collection water-stop in foundation pit construction for water-rich sand layer, its structure include：Water flange, splash guard, water stop rubber pad, sealing steel loop, drainage screen, casing.This utility model is simple and reasonable, convenient processing and manufacture, low cost, and water-pumping/draining effect is evident that advantage, and eliminates pressure of the subsoil water to concrete floor, is finally reached the purpose of release sealing.
Description
Technical field
This utility model patent is related to the deep collection water-stop in a kind of foundation pit construction for water-rich sand layer.
Background technology
In recent years, as the underground engineerings such as subway, tunnel, large hydraulic engineering, Tall Building Foundation constantly develop, deep base
Hole construction has been increasingly becoming a noticeable technological difficulties and hot issue in architectural engineering.How subsoil water is controlled,
Which is reduced to deep pit digging and the negative effect of concrete construction, become deep basal pit hypogee construction in one it is important and
More scabrous construction link.
In the higher regional deep pit excavation of level of ground water, as water-bearing layer is cut off, make in pressure reduction or underground crevice water
With under, subsoil water constantly will necessarily enter foundation ditch by seepage flow, if do not carried out foundation ditch Yield rainfall relation work, it will cause foundation ditch to soak, make
Construction condition is deteriorated, and foundation bearing capacity declines, and is also possible to cause quicksand, piping and slope instability under flowing pressure effect
Etc. phenomenon, therefore, to guarantee security of foundation ditch construction, it is necessary to take effective precipitation and drainage measure.
At present, the Yield rainfall relation method of deep basal pit has many kinds, and generally speaking intercept water method, well-point dewatering method, curtain-draining
Method, four kinds of the bright row's method of sump.Suitable precipitation method is chosen, safety coefficient during construction can not only be greatly improved, and
And construction costs is reduced, save substantial contribution.
Nanchang Hong Gu tunnels west bank engineering geology construction is mainly water-rich sand layer, and bottom is connected with Ganjiang River water level.
The deep basal pit section of NK1+182 ~+217, tunnel excavation of foundation pit are more to pit water accumulation during designed elevation, and the daily displacement of foundation ditch reaches
To 150m3.Its reason has three：One is due to construction period Nanchang weather a run of wet weather；Two is to close on Ganjiang River, after water level goes up,
About 17.2 meters of the actual measurement Ganjiang River mean water elevations of Jing, substrate elevation is 7.1 meters, and subsoil water is gushed out by bottom of foundation ditch；Three
It is lower sleeping rock stratum joints development, crevice water enriches, and above alters to foundation ditch bottom.The long 35m of this section of foundation ditch, wide 30m, deep 16.9m, circuit slope
Spend for 4.7 ﹪, the gradient is big, and hydrops are more.According to design, dewatering well two in foundation ditch, is provided with, which mainly makees to be to excavate
Water Level in Foundation Pit is reduced in journey, after being excavated to substrate, need to be to two mouthfuls of dewatering well closings.Two dewatering wells closing after, foundation ditch internal water accumulation without
Method is discharged, and causes agent structure construct.Another this section of foundation ditch is completely last closure segment, if unreasonable solution ground water pressure,
Casting concrete will cause base plate to float or shift by force, and heave, rising phenomenon once occurred in Nanchang City's Large Foundation Pit.
Case.
Utility model content
The purpose of this utility model is not enough for prior art, provides the collection in a kind of foundation pit construction for water-rich sand layer
Receive water-stop.
Collection water-stop structure described in the utility model includes：Water flange, splash guard, water stop rubber pad, sealing steel loop, mistake
Filter screen, casing；
The waist ring for collecting water-stop welds one water flange, is close to ring fixed installation below water flange
Complete splash guard, pads upper water stop rubber pad between water flange and splash guard, splash guard is below by bolt fixation clip and sealing
Flange；Collect water-stop middle and upper part ring and weld one sealing steel loop, collect water-stop bottom and bore several permeable holes, permeable hole
It is outside to be wrapped up using double-layer filtering net, prevent sandstone from entering in water collector（According to foundation ditch water yield and pumping equipment quantity, catchment
The overall dimensions of device suitably can be adjusted）；Base plate of foundation pit is excavated when completing, and digs catch pit two in the relatively low mileage of elevation,
Foundation ditch bottom surface is changed and fills out gravel or cobble and be compacted, and as pervious bed, retention of excessive fluid in foundation ditch is all drained in catch pit, afterwards will
The water collector made is fixed in catch pit,（The elevations such as the water flange and bed course top surface of waist）；Install in water collector
High pump head sewage pump, regularly draws water.
The beneficial effects of the utility model:This utility model is simple and reasonable, convenient processing and manufacture, low cost, pump drainage
Water effect is evident that advantage, and eliminates pressure of the subsoil water to concrete floor, is finally reached the purpose of release sealing.
Description of the drawings
Fig. 1 is collection water-stop structural representation described in the utility model；
In figure:1. 2. upper flange of sealing cover plate, 3. sealing steel loop, 4. lower flange, 5. water stop rubber pad, 6. splash guard 7. stops
8. casing of hydraulic pressure plate, 9. bottom；
Fig. 2 is collection water-stop scheme of installation described in the utility model；
In figure:10. 11. structure base slab of water-stop is collected.
Specific embodiment
Below in conjunction with the accompanying drawings this utility model patent is further described.
Fig. 1 is the collection water-stop schematic diagram for having concrete size, and unit is mm；
Fig. 2 is the collection water-stop installation diagram for having concrete size, and unit is mm；
Collection water-stop structure described in the utility model includes：Water flange, splash guard, water stop rubber pad, sealing steel loop, mistake
Filter screen, casing；
The waist ring for collecting water-stop welds one water flange, is close to ring fixed installation below water flange
Complete splash guard, pads upper water stop rubber pad between water flange and splash guard, splash guard is below by bolt fixation clip and sealing
Flange；Collect water-stop middle and upper part ring and weld one sealing steel loop, collect water-stop bottom and bore several permeable holes, permeable hole
It is outside to be wrapped up using double-layer filtering net, prevent sandstone from entering in water collector（According to foundation ditch water yield and pumping equipment quantity, catchment
The overall dimensions of device suitably can be adjusted）；Base plate of foundation pit is excavated when completing, and digs catch pit two in the relatively low mileage of elevation,
Foundation ditch bottom surface is changed and fills out gravel or cobble and be compacted, and as pervious bed, retention of excessive fluid in foundation ditch is all drained in catch pit, afterwards will
The water collector made is fixed in catch pit,（The elevations such as the water flange and bed course top surface of waist）；Install in water collector
High pump head sewage pump, regularly draws water.
Collection sealing implement body described in the utility model is installed and is produced as follows:
Embodiment is made using Q235 steel.
First, this section of deep basal pit section building enclosure construction, surrounding adopt construction of diaphragm wall technique.
2nd, dewatering well 2 in construction foundation pit.
3rd, precipitation in foundation ditch is carried out, stage excavation and supporting are to substrate.
When the 4th, being excavated to bottom base plate, catch pit at 2 is dug out in base plate low side, change in substrate and fill out gravel or boulder bed.
5th, catch pit backfill gravel or cobble, are connected with substrate pervious bed.
6th, install and collect water-stop and pumping equipment.
7th, base plate 15cm thickness C20 plain concrete cushion layers are poured, waterproof roll, waterproof roll and collection water-stop is re-layed
Fixed waterproof roll is connected.
8th, casting concrete protective layer, assembling reinforcement close template, pour underplate concrete.
9th, after agent structure and top board backfilling of earthwork are finished, block the reserved collection water-stop of base plate.
Claims (1)
1. the depth in a kind of foundation pit construction for water-rich sand layer collects water-stop, it is characterised in that:Its structure includes：Water-stop method
Orchid, splash guard, water stop rubber pad, sealing steel loop, drainage screen, casing；
The waist ring for collecting water-stop welds one water flange, is close to ring fixed installation below water flange complete
Splash guard, pads upper water stop rubber pad between water flange and splash guard, splash guard is below by bolt fixation clip and water flange；
Collect water-stop middle and upper part ring and weld one sealing steel loop, collect water-stop bottom and bore several permeable holes, outside permeable hole
Wrapped up using double-layer filtering net.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620986289.3U CN206052749U (en) | 2016-08-31 | 2016-08-31 | For the deep collection water-stop in water-rich sand layer foundation pit construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620986289.3U CN206052749U (en) | 2016-08-31 | 2016-08-31 | For the deep collection water-stop in water-rich sand layer foundation pit construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206052749U true CN206052749U (en) | 2017-03-29 |
Family
ID=58378115
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620986289.3U Expired - Fee Related CN206052749U (en) | 2016-08-31 | 2016-08-31 | For the deep collection water-stop in water-rich sand layer foundation pit construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206052749U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106149741A (en) * | 2016-08-31 | 2016-11-23 | 中铁隧道集团二处有限公司 | For the deep collection water-stop in water-rich sand layer foundation pit construction |
-
2016
- 2016-08-31 CN CN201620986289.3U patent/CN206052749U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106149741A (en) * | 2016-08-31 | 2016-11-23 | 中铁隧道集团二处有限公司 | For the deep collection water-stop in water-rich sand layer foundation pit construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103046565B (en) | Draining method for ultra-deep batholith deep foundation pit | |
| CN101096852B (en) | Method for anti-floating of underground building | |
| CN109371918B (en) | Dam structure with permanent combination of multifunctional drainage box culvert and construction method thereof | |
| CN110219313B (en) | Drainage system and construction method for underground construction blind well | |
| LU500273B1 (en) | New comprehensive dewatering and drainage method and drainage device for mudstone subway station | |
| CN112144584A (en) | Self-flowing drainage pressure-limiting anti-floating structure and construction method | |
| CN113175005B (en) | Anti-floating design and construction method for waterproof bottom plate of underground garage in rainstorm period | |
| CN104947680A (en) | Method for overwater bearing platform foundation pit excavation construction of quick sand stratum | |
| CN110004935A (en) | A kind of locally deep pit drain measure trench system and construction method | |
| CN111139852A (en) | Water-rich sandy gravel stratum high-permeability ultra-deep foundation pit dewatering construction method | |
| CN114718101A (en) | Seepage interception structure of tailing pond of seepage interception wall combined dewatering well and construction method thereof | |
| CN114855846A (en) | Underground seepage-proofing pressure-reducing anti-floating blind pipe structure and construction method thereof | |
| CN114439027A (en) | Construction method of concrete building foundation on deep and strong permeable foundation of hydroelectric engineering | |
| CN214194602U (en) | Precipitation structure suitable for deep foundation pit of high-pressure-bearing water-rich karst stratum | |
| CN106761914B (en) | A kind of routed water water damage prevention and controls of shallow buried coal seam mine raceway groove flood | |
| CN206052749U (en) | For the deep collection water-stop in water-rich sand layer foundation pit construction | |
| CN210288405U (en) | Local deep pit water conservancy diversion escape canal system | |
| CN208578054U (en) | A kind of embed-type shallow-layer combined water drain pipe | |
| CN111501950A (en) | Drainage system for logistics transportation of underground pipe gallery | |
| CN114575359B (en) | Weak-permeability soil layer side slope underground flood control method | |
| CN213448534U (en) | Sealing and lowering combined pressure-bearing water control system | |
| CN214657275U (en) | Self-flowing drainage pressure-limiting anti-floating structure | |
| CN214245855U (en) | Water-proof pressure-control anti-floating structure | |
| CN203475467U (en) | Base plate concrete bottom sealing structure | |
| CN204435321U (en) | A kind of steam power station water intaking open channel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170329 Termination date: 20210831 |