CN106760722B - Without pile foundation single layer underground garage anti-floating construction method - Google Patents
Without pile foundation single layer underground garage anti-floating construction method Download PDFInfo
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- CN106760722B CN106760722B CN201710110301.3A CN201710110301A CN106760722B CN 106760722 B CN106760722 B CN 106760722B CN 201710110301 A CN201710110301 A CN 201710110301A CN 106760722 B CN106760722 B CN 106760722B
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- 238000010276 construction Methods 0.000 title claims abstract description 56
- 238000007667 floating Methods 0.000 title claims abstract description 13
- 239000002356 single layer Substances 0.000 title claims abstract description 10
- 238000004062 sedimentation Methods 0.000 claims abstract description 18
- 238000001556 precipitation Methods 0.000 claims abstract description 13
- 238000000034 method Methods 0.000 claims abstract description 6
- 230000004224 protection Effects 0.000 claims abstract description 5
- 239000011241 protective layer Substances 0.000 claims abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 28
- 238000009412 basement excavation Methods 0.000 claims description 25
- 239000004567 concrete Substances 0.000 claims description 19
- 239000002689 soil Substances 0.000 claims description 19
- 238000012544 monitoring process Methods 0.000 claims description 18
- 239000010410 layer Substances 0.000 claims description 15
- 239000004576 sand Substances 0.000 claims description 15
- 238000006073 displacement reaction Methods 0.000 claims description 12
- 239000004927 clay Substances 0.000 claims description 9
- 238000005259 measurement Methods 0.000 claims description 9
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 230000000903 blocking effect Effects 0.000 claims description 6
- 238000005553 drilling Methods 0.000 claims description 6
- 238000005516 engineering process Methods 0.000 claims description 4
- 235000008733 Citrus aurantifolia Nutrition 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 240000006909 Tilia x europaea Species 0.000 claims description 3
- 235000011941 Tilia x europaea Nutrition 0.000 claims description 3
- 238000013461 design Methods 0.000 claims description 3
- 239000003651 drinking water Substances 0.000 claims description 3
- 235000020188 drinking water Nutrition 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims description 3
- 230000002349 favourable effect Effects 0.000 claims description 3
- 239000000945 filler Substances 0.000 claims description 3
- 239000003292 glue Substances 0.000 claims description 3
- 239000003673 groundwater Substances 0.000 claims description 3
- 238000007689 inspection Methods 0.000 claims description 3
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 239000004571 lime Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 230000035515 penetration Effects 0.000 claims description 3
- 239000011178 precast concrete Substances 0.000 claims description 3
- 238000001179 sorption measurement Methods 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 239000000758 substrate Substances 0.000 claims description 3
- 238000005406 washing Methods 0.000 claims description 3
- VNFVKWMKVDOSKT-LREBCSMRSA-N (2r,3r)-2,3-dihydroxybutanedioic acid;piperazine Chemical compound C1CNCCN1.OC(=O)[C@H](O)[C@@H](O)C(O)=O VNFVKWMKVDOSKT-LREBCSMRSA-N 0.000 claims 1
- 239000004575 stone Substances 0.000 claims 1
- 230000007613 environmental effect Effects 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 3
- 240000007594 Oryza sativa Species 0.000 description 2
- 235000007164 Oryza sativa Nutrition 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 238000005086 pumping Methods 0.000 description 2
- 235000009566 rice Nutrition 0.000 description 2
- 238000001514 detection method Methods 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H6/00—Buildings for parking cars, rolling-stock, aircraft, vessels or like vehicles, e.g. garages
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/10—Restraining of underground water by lowering level of ground water
-
- 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
Abstract
The invention discloses a kind of no pile foundation single layer underground garage anti-floating construction methods, include the following steps：Seepage well construction, precipitation；It cuts the earth；Carry out basement bottom board construction, basement structure construction, waterproof construction, protective layer construction；Backfill loads；Deformation, sedimentation observation；Planting technique.The present invention reduces construction investment；It is easy for construction；It shortens the construction period；On underground garage structure after backfill, greening lawn is planted, graceful construction environment to green construction, is accomplished " four sections, one environmental protection " there is realistic meaning.
Description
Technical field
The present invention relates to a kind of no pile foundation single layer underground garage anti-floating construction methods.
Background technology
Underground garage is an armored concrete babinet, is vulnerable to the work of underground water and rainwater or surface water in construction
With generation buoyancy mostly uses the anti-group of schemes such as stake or ground anchor pole, prevents and be deformed, float, tilting in the past；But effect
It is not very ideal.
Invention content
That the purpose of the present invention is to provide a kind of construction effects is good, reliably without pile foundation single layer underground garage anti-floating construction party
Method.
Technical solution of the invention is：
A kind of no pile foundation single layer underground garage anti-floating construction method, it is characterized in that：Include the following steps：
(1) seepage well construction, precipitation
It is non-sand concrete pipe, periphery 3-15mm that well casing, which preferably uses diameter 300mm pipe of concretes, pipe range 20m, filter pipe with material,
The filling of rubble coarse sand be used as filter layer, with clay backfilling and tamped within the scope of 0.5m from the ground；Cheng Jinghou tripping in 50T/h40m
The deep well submerged pump and drinking-water pipe of lift are discharged into drainage pipeline with Φ 75mm drainpipes, are discharged into city planting ductwork after precipitation；
Pipe well Cheng Jing uses high pressure water washing combination machine drilling well drilling technology, well head top 3.5m to be shut with clay；
Sandstone uses coarse sand, to prevent from blocking the mesh of chimney filter；
Filter pipe is placed on the centre of wellhole, and the thickness of sandstone filter layer is between 60-100mm, to improve water penetration, and
Prevent grogs from penetrating into the mesh of chimney filter；Back-up sand thickness is uniform, and mud is squeezed out wellhole, filler spade blanking, to prevent unevenness
The even or impact borehole wall, must not interrupt during back-up sand, cave in prevent hole wall；
The packed height of sandstone filter layer at least wants the above 1000-1800mm of hyperfiltration tube top, to ensure in soil layer flow
Under it is unimpeded；
Pipe well draws water 5-7 days, and precipitation water level starts to cut the earth after reaching foundation pit minimum point 0.5m or less；With digging depth
Increasing, deep-well pipe of concrete removes step by step, and well head is capped in shoveling, prevents soil from falling into well and blocking well casing；
(2) it cuts the earth
The earthwork, which divides two layers, is excavated, and about 2~3 meters of excavation depth of each step, the earthwork is directly excavated to base depth with digging machine
At above 300 ㎜, original soil is not stirred；The earthwork hand fit of 300 ㎜ of substrate carries out clear soil；The width of earth excavation, by basis
Additional 1.5 meters of the working face in bottom plate side, and calculate hole size suitable for reading by the slope gradient and put shoveling gray line；
Use reliable controlling measurement absolute altitude and digging depth during earth excavation, scene sets two spirit levels when construction
Carry out tracking measurement；And according to the bracing wire inspection at any time of sight rail absolute altitude；
Side slope, which is repaired, uses manual amendment, according to mouth line above and below slot, draws and leads to line, the part of protrusion is rejected with iron pick, then is used
Spade is evened out；Foundation pit periphery side slope matches two-way Φ 6 200 or Φ 1.5mm steel wire bank protections using 60mm thickness pea gravel concretens, point
Side slope presses 1 between block：1.5 slopes are covered using colour bar cloth；
After the completion of earth excavation, before pouring bed course, according to seepage well position, is arranged between seepage well and buries Φ 50mm bellowss,
Electric wire is worn after base plate of foundation pit concrete construction, is used for seepage well precipitation pump power；
(3) basement bottom board construction, basement structure construction, waterproof construction, protective layer construction are carried out；
(4) backfill loads
Foundation pit backfill uses silty clay, compacting factor >=0.94；
Back fill course THICKNESS CALCULATION：
When basement structure construction is completed, by the calculating of level of ground water limes superiors, buoyancy is suffered by underground garage：By 1 square
Rice calculates
FIt is floating=H* γWater
F in formulaIt is floating--- buoyancy
H --- underground garage is immersed in water level or less height
γWater--- the proportion of water
Basement structure is conducted oneself with dignity：
G=(h1+h2) * γConcrete
G in formula --- underground garage is conducted oneself with dignity
H1 --- underground garage basis converting thickness
H2 --- top plate of underground parking garage converting thickness
γReinforced concrete--- the proportion of armored concrete
Ensure that basement because buoyancy force of underground water floats, does not backfill soil thickness：
The favorable factors such as adsorption capacity and the frictional force between basement and the earthwork are not considered, take safety coefficient k=1.15
H=k (FIt is floating-G)/γSoil
K in formula --- safety coefficient
FIt is floating--- buoyancy
G --- underground garage is conducted oneself with dignity
γSoil--- native proportion；
(5) deformation, sedimentation observation
Measure content；The horizontal displacement monitoring of excavation slope, the settlement observation of excavation slope, the sedimentation for closing on building are seen
It surveys, sedimentation observation in underground garage structure work progress；
The arrangement of measurement point；Along about 1.50 meters of foundation pit week back gauge foundation pit side, monitoring point is arranged every 15 meters of spacing；It can be used
Pre-buried precast concrete block of cutting the earth is arranged；The settlement observation of building is measured using the settlement observation point on main building, and underground garage exists
Point of observation net is arranged on structural column；
Vertical sedimentation is observed, the point on the basis of level reference point or permanent benchmark；Closed circuit monitors, and observed range is not
More than 30 meters, observation front-and rear-view highness change is within 30cm；
Excavation slope horizontal displacement monitoring；The point done on above-mentioned foundation pit periphery, as leveling observation point, are also foundation pit sides
The horizontal displacement monitoring point on slope；
(6) planting technique.
It deforms, the monitoring, alarming value of sedimentation observation：
Continuous 2 days foundation pit horizontal displacement of slope≤35 ㎜, 3 ㎜/d；
The ㎜ of excavation slope vertical sedimentation≤30；
Building deformation monitoring, alarming value；The adjacent settling amount alarming value of building determines that building foundation inclines according to design
Oblique alarming value is 3 ‰.
The porosity of filter pipe is 20%-25%, and suction hose sinks to pipe well pumping using caliber 100mm glue modeling pipe, lower end
Below lowest water level when suction.
Construction effect of the present invention is good, reliable；
Construction investment is reduced, engineering pile foundation will generally account for 5 the percent of project cost, and cancellation pile foundation, which has also subtracted, holds
Platform more reduces project cost.
It is easy for construction, eliminate pile foundation, sole plate eliminates piling without cushion cap, the processes such as broken pile head, construction bearing platform,
Foundation slab structure is simple, and facility is brought to construction.
It shortens the construction period, than the conventionally employed anti-engineering for dialling stake, not beat test pile, beat the works such as engineering pile, detection, construction bearing platform
Make, largely shortens the construction period.
On underground garage structure after backfill, greening lawn is planted, graceful construction environment to green construction, is accomplished " four
One environmental protection of section " has realistic meaning.
With reference to embodiment, the invention will be further described.
Specific implementation mode
A kind of no pile foundation single layer underground garage anti-floating construction method, includes the following steps：
(1) seepage well construction, precipitation
It is non-sand concrete pipe, periphery 3-15mm that well casing, which preferably uses diameter 300mm pipe of concretes, pipe range 20m, filter pipe with material,
The filling of rubble coarse sand be used as filter layer, with clay backfilling and tamped within the scope of 0.5m from the ground；Cheng Jinghou tripping in 50T/h40m
The deep well submerged pump and drinking-water pipe of lift are discharged into drainage pipeline with Φ 75mm drainpipes, are discharged into city planting ductwork after precipitation；
Pipe well Cheng Jing uses high pressure water washing combination machine drilling well drilling technology, well head top 3.5m to be shut with clay；
Sandstone uses coarse sand, to prevent from blocking the mesh of chimney filter；
Filter pipe is placed on the centre of wellhole, and the thickness of sandstone filter layer is between 60-100mm, to improve water penetration, and
Prevent grogs from penetrating into the mesh of chimney filter；Back-up sand thickness is uniform, and mud is squeezed out wellhole, filler spade blanking, to prevent unevenness
The even or impact borehole wall, must not interrupt during back-up sand, cave in prevent hole wall；
The packed height of sandstone filter layer at least wants the above 1000-1800mm of hyperfiltration tube top, to ensure in soil layer flow
Under it is unimpeded；
Pipe well draws water 5-7 days, and precipitation water level starts to cut the earth after reaching foundation pit minimum point 0.5m or less；With digging depth
Increasing, deep-well pipe of concrete removes step by step, and well head is capped in shoveling, prevents soil from falling into well and blocking well casing；
(2) it cuts the earth
The earthwork, which divides two layers, is excavated, and about 2~3 meters of excavation depth of each step, the earthwork is directly excavated to base depth with digging machine
At above 300 ㎜, original soil is not stirred；The earthwork hand fit of 300 ㎜ of substrate carries out clear soil；The width of earth excavation, by basis
Additional 1.5 meters of the working face in bottom plate side, and calculate hole size suitable for reading by the slope gradient and put shoveling gray line；
Use reliable controlling measurement absolute altitude and digging depth during earth excavation, scene sets two spirit levels when construction
Carry out tracking measurement；And according to the bracing wire inspection at any time of sight rail absolute altitude；
Side slope, which is repaired, uses manual amendment, according to mouth line above and below slot, draws and leads to line, the part of protrusion is rejected with iron pick, then is used
Spade is evened out；Foundation pit periphery side slope matches two-way Φ 6 200 or Φ 1.5mm steel wire bank protections using 60mm thickness pea gravel concretens, point
Side slope presses 1 between block：1.5 slopes are covered using colour bar cloth；
After the completion of earth excavation, before pouring bed course, according to seepage well position, is arranged between seepage well and buries Φ 50mm bellowss,
Electric wire is worn after base plate of foundation pit concrete construction, is used for seepage well precipitation pump power；
(3) basement bottom board construction, basement structure construction, waterproof construction, protective layer construction are carried out；
(4) backfill loads
Foundation pit backfill uses silty clay, compacting factor >=0.94；
Back fill course THICKNESS CALCULATION：
When basement structure construction is completed, by the calculating of level of ground water limes superiors, buoyancy is suffered by underground garage：By 1 square
Rice calculates
FIt is floating=H* γWater
F in formulaIt is floating--- buoyancy
H --- underground garage is immersed in water level or less height
γWater--- the proportion of water
Basement structure is conducted oneself with dignity：
G=(h1+h2) * γConcrete
G in formula --- underground garage is conducted oneself with dignity
H1 --- underground garage basis converting thickness
H2 --- top plate of underground parking garage converting thickness
γReinforced concrete--- the proportion of armored concrete
Ensure that basement because buoyancy force of underground water floats, does not backfill soil thickness：
The favorable factors such as adsorption capacity and the frictional force between basement and the earthwork are not considered, take safety coefficient k=1.15
H=k (FIt is floating-G)/γSoil
K in formula --- safety coefficient
FIt is floating--- buoyancy
G --- underground garage is conducted oneself with dignity
γSoil--- native proportion；
(5) deformation, sedimentation observation
Measure content；The horizontal displacement monitoring of excavation slope, the settlement observation of excavation slope, the sedimentation for closing on building are seen
It surveys, sedimentation observation in underground garage structure work progress；
The arrangement of measurement point；Along about 1.50 meters of foundation pit week back gauge foundation pit side, monitoring point is arranged every 15 meters of spacing；It can be used
Pre-buried precast concrete block of cutting the earth is arranged；The settlement observation of building is measured using the settlement observation point on main building, and underground garage exists
Point of observation net is arranged on structural column；
Vertical sedimentation is observed, the point on the basis of level reference point or permanent benchmark；Closed circuit monitors, and observed range is not
More than 30 meters, observation front-and rear-view highness change is within 30cm；
Excavation slope horizontal displacement monitoring；The point done on above-mentioned foundation pit periphery, as leveling observation point, are also foundation pit sides
The horizontal displacement monitoring point on slope；
(6) planting technique.
It deforms, the monitoring, alarming value of sedimentation observation：
Continuous 2 days foundation pit horizontal displacement of slope≤35 ㎜, 3 ㎜/d；
The ㎜ of excavation slope vertical sedimentation≤30；
Building deformation monitoring, alarming value；The adjacent settling amount alarming value of building determines that building foundation inclines according to design
Oblique alarming value is 3 ‰.
The porosity of filter pipe is 20%-25%, and suction hose sinks to pipe well pumping using caliber 100mm glue modeling pipe, lower end
Below lowest water level when suction.
Claims (3)
1. a kind of no pile foundation single layer underground garage anti-floating construction method, it is characterized in that：Include the following steps：
(1) seepage well construction, precipitation
It is non-sand concrete pipe that well casing, which preferably uses diameter 300mm pipe of concretes, pipe range 20m, filter pipe with material, and periphery is broken with 3-15mm's
The filling of stone coarse sand is used as filter layer, with clay backfilling and is tamped within the scope of 0.5m from the ground；Cheng Jinghou tripping in 50T/h40m lifts
Deep well submerged pump and drinking-water pipe, be discharged into drainage pipeline with Φ 75mm drainpipes, be discharged into city planting ductwork after precipitation；
Pipe well Cheng Jing uses high pressure water washing combination machine drilling well drilling technology, well head top 3.5m to be shut with clay；
Sandstone uses coarse sand, to prevent from blocking the mesh of chimney filter；
Filter pipe is placed on the centre of wellhole, and the thickness of sandstone filter layer to improve water penetration, and prevents between 60-100mm
Grogs penetrates into the mesh of chimney filter；Back-up sand thickness is uniform, and mud is squeezed out wellhole, filler spade blanking, with prevent it is uneven or
The borehole wall is impacted, must not be interrupted during back-up sand, is caved in prevent hole wall；
The packed height of sandstone filter layer at least wants the above 1000-1800mm of hyperfiltration tube top, to ensure that soil layer flow is smooth up and down
It is logical；
Pipe well draws water 5-7 days, and precipitation water level starts to cut the earth after reaching foundation pit minimum point 0.5m or less；With adding for digging depth
Greatly, deep-well pipe of concrete is removed step by step, and well head is capped in shoveling, prevents soil from falling into well and blocking well casing；
(2) it cuts the earth
The earthwork, which divides two layers, is excavated, and 2~3 meters of excavation depth of each step, the earthwork is directly excavated to base depth or more 300 with digging machine
At ㎜, original soil is not stirred；The earthwork hand fit of 300 ㎜ of substrate carries out clear soil；The width of earth excavation, by sole plate side outside
Add 1.5 meters of working face, and calculates hole size suitable for reading by the slope gradient and put shoveling gray line；
Use reliable controlling measurement absolute altitude and digging depth during earth excavation, scene sets two spirit levels and carries out when construction
Tracking measurement；And according to the bracing wire inspection at any time of sight rail absolute altitude；
Side slope, which is repaired, uses manual amendment, according to mouth line above and below slot, draws and leads to line, the part of protrusion is rejected with iron pick, then uses spade
It evens out；Foundation pit periphery side slope matches two-way Φ 6 200 or Φ 1.5mm steel wire bank protections using 60mm thickness pea gravel concretens, between piecemeal
Side slope presses 1：1.5 slopes are covered using colour bar cloth；
After the completion of earth excavation, before pouring bed course, according to seepage well position, is arranged between seepage well and bury Φ 50mm bellowss, foundation pit
Electric wire is worn after underplate concrete construction, is used for seepage well precipitation pump power；
(3) basement bottom board construction, basement structure construction, waterproof construction, protective layer construction are carried out；
(4) backfill loads
Foundation pit backfill uses silty clay, compacting factor >=0.94；
Back fill course THICKNESS CALCULATION：
When basement structure construction is completed, by the calculating of level of ground water limes superiors, buoyancy is suffered by underground garage：Based on 1 square metre
It calculates
FIt is floating=H* γWater
F in formulaIt is floating--- buoyancy
H --- underground garage is immersed in water level or less height
γWater--- the proportion of water
Basement structure is conducted oneself with dignity：
G=(h1+h2) * γConcrete
G in formula --- underground garage is conducted oneself with dignity
H1 --- underground garage basis converting thickness
H2 --- top plate of underground parking garage converting thickness
γReinforced concrete--- the proportion of armored concrete
Ensure that basement because buoyancy force of underground water floats, does not backfill soil thickness：
The adsorption capacity between basement and the earthwork and frictional force favorable factor are not considered, take safety coefficient k=1.15
H=k (FIt is floating-G)/γSoil
K in formula --- safety coefficient
FIt is floating--- buoyancy
G --- underground garage is conducted oneself with dignity
γ soil --- native proportion；
(5) deformation, sedimentation observation
Measure content；The horizontal displacement monitoring of excavation slope, the settlement observation of excavation slope, close on the settlement observation of building, ground
Sedimentation observation in lower garage structure work progress；
The arrangement of measurement point；Along 1.50 meters of foundation pit week back gauge foundation pit side, monitoring point is arranged every 15 meters of spacing；It is pre- that shoveling can be used
Bury precast concrete block arrangement；The settlement observation of building is measured using the settlement observation point on main building, and underground garage is in structural column
Upper arrangement point of observation net；
Vertical sedimentation is observed, the point on the basis of level reference point or permanent benchmark；Closed circuit monitors, and observed range is not more than
30 meters, observation front-and rear-view highness change is within 30cm；
Excavation slope horizontal displacement monitoring；The point done on above-mentioned foundation pit periphery, as leveling observation point, are also excavation slopes
Horizontal displacement monitoring point；
(6) planting technique.
2. no pile foundation single layer underground garage anti-floating construction method according to claim 1, it is characterized in that：Deformation, sedimentation are seen
The monitoring, alarming value examined：
Continuous 2 days foundation pit horizontal displacement of slope≤35 ㎜, 3 ㎜/d；
The ㎜ of excavation slope vertical sedimentation≤30；
Building deformation monitoring, alarming value；The adjacent settling amount alarming value of building is according to design determination, the inclination report of building foundation
Alert value is 3 ‰.
3. no pile foundation single layer underground garage anti-floating construction method according to claim 1, it is characterized in that：The hole of filter pipe
Rate is 20%-25%, and suction hose sinks to lowest water level when pipe well aspirates or less using caliber 100mm glue modeling pipe, lower end.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201710110301.3A CN106760722B (en) | 2017-02-28 | 2017-02-28 | Without pile foundation single layer underground garage anti-floating construction method |
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| CN201710110301.3A CN106760722B (en) | 2017-02-28 | 2017-02-28 | Without pile foundation single layer underground garage anti-floating construction method |
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| CN106760722B true CN106760722B (en) | 2018-09-18 |
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| CN113202148B (en) * | 2021-05-10 | 2023-01-17 | 四川省建筑科学研究院有限公司 | Basement water conservancy diversion pressure limiting structure |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05230842A (en) * | 1992-02-18 | 1993-09-07 | Haseko Corp | Construction method of underground structure |
| CN100480475C (en) * | 2007-06-04 | 2009-04-22 | 上海地矿工程勘察有限公司 | Controllable one-well lamina precipitation construction method |
| CN101096852B (en) * | 2007-06-11 | 2010-11-10 | 袁奕 | Method for anti-floating of underground building |
| CN104074374B (en) * | 2014-07-16 | 2016-06-15 | 中国能源建设集团广东省电力设计研究院有限公司 | There is the breast wall type super-large water tank without stake shallow foundation float Structure |
| CN106284434A (en) * | 2015-06-05 | 2017-01-04 | 龚展宇 | The anti-float method of a kind of underground structure and every oozing device |
| CN105064401A (en) * | 2015-07-29 | 2015-11-18 | 叶长青 | Method for excavating and constructing large-area basement |
| CN205077527U (en) * | 2015-08-28 | 2016-03-09 | 中建四局第一建筑工程有限公司 | Drainage system is dredged to basement bottom plate release water buoyancy method |
| CN105421499B (en) * | 2015-11-24 | 2018-01-19 | 中国一冶集团有限公司 | A kind of ground storehouse anti-floating construction method |
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Denomination of invention: Anti floating construction method for single story underground garage without pile foundation Granted publication date: 20180918 Pledgee: Bank of Jiangsu Co.,Ltd. Nantong Branch Pledgor: Nantong Huarong Construction Group Co.,Ltd. Registration number: Y2024980010531 |