CN107165265A - A kind of moistureproof integrated system of ultra-deep basement anti-floating water proof - Google Patents
A kind of moistureproof integrated system of ultra-deep basement anti-floating water proof Download PDFInfo
- Publication number
- CN107165265A CN107165265A CN201710551867.XA CN201710551867A CN107165265A CN 107165265 A CN107165265 A CN 107165265A CN 201710551867 A CN201710551867 A CN 201710551867A CN 107165265 A CN107165265 A CN 107165265A
- Authority
- CN
- China
- Prior art keywords
- basement
- exterior wall
- wall
- damp
- discharge opening
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0007—Base structures; Cellars
-
- 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
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/665—Sheets or foils impervious to water and water vapor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/70—Drying or keeping dry, e.g. by air vents
- E04B1/7023—Drying or keeping dry, e.g. by air vents by collecting water in basements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Building Environments (AREA)
Abstract
The present invention is a kind of moistureproof integrated system of ultra-deep basement anti-floating water proof, belongs to basement construction method, it is characterized in that：Discharge opening is set on the exterior wall of basement, damp-proofing wall and sump are set in basement, the drainage pipeline communicated with discharge opening is set between damp-proofing wall and exterior wall, underground water passes through discharge opening, sump is drained into by the drainage pipeline between damp-proofing wall and outer wall of basement again, then, underground water is pumped into municipal pipeline through water pump pipe by the water pump in sump, simultaneously, ventilation shaft is set between damp-proofing wall and exterior wall, make basement inner air flow, the implementation steps of the moistureproof integrated system of this anti-floating water proof are：One), the periphery construction of basement, two), discharge opening, damp-proofing wall, three are set), waterproof sandwich plate, sump and drainage pipeline, four are set), ventilation equipment are set；Solve the anti-floating problem and exterior wall leakage of basement simultaneously, the problem of there was dampness in the air, make underground indoor seasoning, extend service life.
Description
Technical field
The invention belongs to basement construction method, more particularly, to a kind of moistureproof integrated system of basement anti-floating water proof.
Background technology
With the construction of increasing large size city synthesis, soil is more rare, at the same for meet underground parking,
The demand of underground supermarket, underground recreation ground and roller rink etc., the exploitation of the underground space is more and more universal, but basement is all deposited at present
The problems such as the wall of basement gets damp, basement is chronically in the environment of humidity, will destroy the building decoration of basement
Surface layer, if the moisture issues of basement can not be solved effectively, it is possible to cause the line fault of equipment in basement equipment room,
Even short circuit triggers fire, causes huge property loss and casualties；It is another increasingly deeper with basement buried depth,
The anti-floating problem of basement is also increasingly serious, under present circumstances, and the anti-floating for solving basement is mainly setting anti-float anchor rod, anti-floating
Stake or other anti-floating drainage systems.How the wall of alleviation basement gets damp while basement anti-floating is solved, there was dampness in the air,
As a great problem, to solve this technical barrier, it is badly in need of exploring a kind of new basement anti-floating water insulating system.
The content of the invention
The purpose of the present invention is to propose to a kind of moistureproof integrated system of ultra-deep basement anti-floating water proof, (abbreviation anti-floating water proof is prevented
The integrated system of tide), both solved the anti-floating problem of basement, and alleviate outer wall of basement seepage simultaneously, the problem of there was dampness in the air,
Ensure being air-dried for basement, the building decoration being effectively protected in basement is not destroyed, extend the use longevity of basement
Life.
The object of the present invention is achieved like this：A kind of moistureproof integrated system of ultra-deep basement anti-floating water proof, it is special
Levying is：Discharge opening is set on the exterior wall of basement, damp-proofing wall and sump are set in basement, damp-proofing wall and exterior wall it
Between the drainage pipeline that is communicated with discharge opening is set, underground water is by discharge opening, then by between damp-proofing wall and outer wall of basement
Drainage pipeline drains into sump, then, is pumped underground water into municipal pipeline through pipeline by the water pump in sump, together
When, ventilation shaft is set between damp-proofing wall and exterior wall, makes basement inner air flow.
The implementation steps of the moistureproof integrated system of this anti-floating water proof are：One), basement periphery construction, two), set let out
The mouth of a river, damp-proofing wall, three), waterproof sandwich plate, sump and drainage pipeline, four are set), ventilation equipment are set；Wherein：
One), the periphery construction of basement：
The basement 10 includes top plate 9, exterior wall 20 and bottom plate 12, the periphery of basement 10 (i.e. retaining piles 1 and exterior wall 20
Between) back fill course 19 on ground 8 is using plain earthen backfill, its compacting factor is not less than 0.94, in the exterior wall 20 of basement 10
Back fill course 19 in gravel well pervious bed 2 is set, the settings depth of the gravel well pervious bed 2 according to the level of ground water of locality simultaneously
The anti-floating requirement of basement can be met to design determination, the setting height of this gravel well pervious bed 2 can be 1.5m~2.5m, return
The top of fill stratum 19, using the grey puddled backfill of soil layer 4, the backfill absolute altitude of this grey soil layer 4 is true according to the design of project location
Fixed, the lime of this grey soil layer 4 is 3 with the volume ratio of soil:7, lime and soil must sieve, and native particle diameter cannot be greater than 15 millimeters,
The optimum moisture content of this grey soil layer 4 is 14%~18%；The top of grey soil layer 4 combines aproll construction and sets armored concrete herein
Splash guard 3, matches somebody with somebody double-layer double-direction reinforcing bar, the thickness of this splash guard 3 can be 150mm in the splash guard 3 of this armored concrete；
Two), discharge opening, damp-proofing wall are set：
Position corresponding to gravel well pervious bed 2 on the exterior wall 20 of basement 10 is arranged at intervals left end section in horn-like
Discharge opening 5, this discharge opening 5 is the sleeve pipe reserved on exterior wall 20, a lateral surface (left side for left section of stretching exterior wall 20 of this discharge opening 5
Sideways), the medial surface (right flank) of right section of stretching exterior wall 20 of this discharge opening 5, and left section of extended exterior wall 20 of this discharge opening 5
Lateral surface 50mm, the medial surface 100mm of right section of extended exterior wall 20 of this discharge opening 5, seal ring is installed on this discharge opening 5
21, this discharge opening 5 can be made of DN110 coating steel pipe, and this discharge opening 5 can set one at interval of 10 meters, meanwhile, in underground
Interior outside (i.e. right outside) position correspondence of the exterior wall 20 of room 10 sets the damp-proofing wall 7 of facade, this damp-proofing wall 7 on surface layer 11
Opening away from that can be 200mm~300mm between exterior wall 20, the thickness of this damp-proofing wall 7 can be 100mm；
Three), waterproof sandwich plate, sump and drainage pipeline are set：
The sandwich plate 13 that thickness is 18mm~40mm is set between the building coats 11 and bottom plate 12 of basement 10, this folder
The flowing that the setting of laminate 13 should meet underground water is unimpeded, and the row communicated with discharge opening 5 is set between damp-proofing wall 7 and exterior wall 20
Waterpipe 6, this drainage pipeline 6 can be made of DN110 pvc pipe, and underground water is led at sandwich plate 13, in the surrounding of bottom plate 12
The sump 1 of cover plate 15 is set, the water pump 17 with water pump pipe 14 is installed in this sump 16, meanwhile, install ball float 18 with
Water pump 17 is controlled, the automatic operating of water pump 17 is realized, makes to pass through drainage pipeline 6, interlayer from the water that discharge opening 5 enters basement
Plate 13 is flowed into sump 16, is then discharged water through water pump pipe 14 using water pump 17.
Four), ventilation equipment are set：
Ventilation shaft 22, this ventilation equipment pipeline 22 and basement ventilating system are set between damp-proofing wall 7 and exterior wall 20
An entirety is connected to become, time opening ventilation shaft 22 makes air circulation between damp-proofing wall 7 and exterior wall 20, by humid air
Discharge, it is ensured that being air-dried for basement, extends the service life of basement.
A kind of moistureproof integrated system of ultra-deep basement anti-floating water proof proposed by the invention, had both solved the anti-of basement
Floating problem, and alleviate outer wall of basement seepage simultaneously, the problem of there was dampness in the air, it is ensured that basement is air-dried, effectively
Indoor building decoration is not destroyed under protecting field, extends the service life of basement.
In conjunction with the drawings and examples comprehensive system moistureproof to a kind of ultra-deep basement anti-floating water proof proposed by the invention
System is described further.
Brief description of the drawings
Fig. 1 is main section view when a kind of moistureproof integrated system of ultra-deep basement anti-floating water proof proposed by the invention is used
Schematic diagram.
In Fig. 1：
1st, retaining piles 2, gravel well pervious bed 3, splash guard 4, grey soil layer 5, discharge opening 6, drainage pipeline 7, anti-
Damp wall 8, ground 9, top plate 10, basement 11, surface layer 12, bottom plate 13, sandwich plate 14, water pump pipe 15, cover plate 16, collection
Well 17, water pump 18, ball float 19, back fill course 20, exterior wall 21, seal ring 22, ventilation shaft
Embodiment (embodiment)
Minus three layers of basement in certain engineering, using Wusong system, ± 0.000 meter, equivalent to 14.000 meters, is born Tipple Bottom
Absolute altitude is -12.45 meters, and level of ground water is higher, can reach -9.45 meters, even up to -8.0 meters of plum rain season.To solve basement
The wall of alleviation basement gets damp while anti-floating, there was dampness in the air, has used a kind of ultra-deep basement proposed by the invention to resist
The moistureproof integrated system of floating water proof.Implementation step is：One), the periphery construction of basement：
The basement 10 includes top plate 9, exterior wall 20 and bottom plate 12, the periphery of basement 10 (i.e. retaining piles 1 and exterior wall 20
Between) ground 8 on back fill course 19 using plain earthen backfill, compacting factor is not less than 0.94, in the exterior wall 20 of basement 10
Back fill course 19 in gravel well pervious bed 2 is set, the settings depth of the gravel well pervious bed 2 according to the level of ground water of locality simultaneously
The anti-floating requirement of basement can be met to design determination, the setting of this gravel well pervious bed 2 is highly 2.5m；In back fill course 19
Top, using the grey puddled backfill of soil layer 4, the backfill absolute altitude of grey soil layer 4 is determined according to the design of project location, this grey soil layer
The volume ratio of 4 lime and soil is 3:7, lime and soil must sieve, and native particle diameter cannot be greater than 15 millimeters, this grey soil layer 4
Optimum moisture content is 14%~18%；The top of grey soil layer 4 combines aproll construction and sets armored concrete splash guard 3 herein,
Match somebody with somebody double-layer double-direction reinforcing bar in the splash guard 3 of this armored concrete, the thickness of this splash guard 3 is 150mm；
Two), discharge opening, damp-proofing wall are set：
Position corresponding to gravel well pervious bed 2 on the exterior wall 20 of basement 10 is arranged at intervals left end section in horn-like
Discharge opening 5, this discharge opening 5 is the sleeve pipe reserved on exterior wall 20, and the lateral surface of left section of stretching exterior wall 20 of this discharge opening 5 is (i.e.
Left surface), the medial surface (i.e. right flank) of right section of stretching exterior wall 20 of this discharge opening 5, and left section of stretching exterior wall of this discharge opening 5
20 lateral surface 50mm, the medial surface 100mm of right section of stretching exterior wall 20 of this discharge opening 5, seal ring is installed on this discharge opening 5
21, this discharge opening 5 is made of DN100 coating steel pipe, and this discharge opening 5 sets one at interval of 10 meters, meanwhile, in basement
Interior outside (i.e. right outside) position correspondence of 10 exterior wall 20 sets the damp-proofing wall 7 of facade on the surface layer 11, this damp-proofing wall 7 with
Opening away from the thickness for 300mm, this damp-proofing wall 7 between exterior wall 20 is 100mm；
Three), waterproof sandwich plate, sump and drainage pipeline are set：
The sandwich plate 13 that thickness is 40mm, this sandwich plate 13 are set between the building coats 11 and bottom plate 12 of basement 10
Setting meet underground water flowing it is unimpeded, the drainage pipeline 6 that is communicated with discharge opening 5 is set between damp-proofing wall 7 and exterior wall 20,
This drainage pipeline 6 is made of DN110 pvc pipe, and underground water is led at sandwich plate 13, is uniformly arranged in the surrounding of bottom plate 12
The sumps 16 of ten cover plates 15, length × wide × deep (height) of this sump 16 is 1500mm × 1500mm × 1500mm,
Water pump 17 with water pump pipe 14 is installed in this sump 16, this water pump 17 is dived under water using the oil immersed type of QY65-18-5.5 models
Electric pump, meanwhile, ball float 18 is installed to control water pump 17, realizes the automatic operating of water pump 17, makes to enter basement from discharge opening 5
Water flowed into by drainage pipeline 6, sandwich plate 13 in each sump 16, water is discharged through water pump pipe 14 using water pump 17, this water
Pump line 14 is made of DN110 pvc pipe.
Four), ventilation equipment are set：
Ventilation equipment 22 are set between damp-proofing wall 7 and exterior wall 20, and this ventilation equipment 22 is connected with basement ventilating system
As an entirety, time opening ventilation equipment 22 make air circulation between damp-proofing wall 7 and exterior wall 20, humid air are discharged,
Being air-dried for basement is ensure that, the service life of basement is extended.
A kind of moistureproof integrated system of ultra-deep basement anti-floating water proof proposed by the invention, had both solved the anti-of basement
Floating problem, the problem of alleviating basement again there was dampness in the air, it is ensured that being air-dried for basement, is effectively protected in basement
Building decoration be not destroyed, extend the service life of basement, the peace of the system can be completed in the basement construction stage
Work is filled, with the formation of basement ventilating system with an entirety, greatly shortens the construction period, and easy construction, construction costs
It is low.
Claims (9)
1. a kind of moistureproof integrated system of ultra-deep basement anti-floating water proof, it is characterized in that：Set and sluice on the exterior wall of basement
Mouthful, damp-proofing wall and sump are set in basement, the drainage pipeline communicated with discharge opening is set between damp-proofing wall and exterior wall,
Underground water drains into sump by discharge opening, then by the drainage pipeline between damp-proofing wall and outer wall of basement, then, passes through collection
Water pump in well pumps underground water into municipal pipeline through water pump pipe, meanwhile, ventilation is set between damp-proofing wall and exterior wall
Pipeline, makes basement inner air flow；
The implementation steps of the moistureproof integrated system of this anti-floating water proof are：One), basement periphery construction, two), set discharge opening,
Damp-proofing wall, three), waterproof sandwich plate, sump and drainage pipeline, four are set), ventilation equipment are set；Wherein：
One), the periphery construction of basement：
The basement (10) includes top plate (9), exterior wall (20) and bottom plate (12), and the periphery of basement (10) is retaining piles (1)
Back fill course (19) between exterior wall (20) on ground (8) is using plain earthen backfill, and its compacting factor is not less than 0.94, in underground
Gravel well pervious bed (2) is set in the back fill course (19) of the exterior wall (20) of room (10), and the setting of the gravel well pervious bed (2) is deep
Spend the level of ground water according to locality and the anti-floating requirement of basement can be met to design determination, the top in back fill course (19),
Using grey soil layer (4) puddled backfill, the backfill absolute altitude of this grey soil layer (4) is determined according to the design of project location, this grey soil layer
(4) volume ratio of lime and soil is 3:7, this lime and soil must sieve, and native particle diameter cannot be greater than 15 millimeters, this grey soil layer
(4) optimum moisture content is 14%~18%, and the top of grey soil layer (4) combines aproll construction and sets the anti-of armored concrete herein
Water plate (3), matches somebody with somebody double-layer double-direction reinforcing bar in the splash guard (3) of this armored concrete；
Two), discharge opening, damp-proofing wall are set：
Position corresponding to gravel well pervious bed (2) on the exterior wall (20) of basement (10) is arranged at intervals left end section in horn-like
Discharge opening (5), this discharge opening (5) on exterior wall (20) reserve sleeve pipe, left section of stretching exterior wall (20) of this discharge opening (5)
Lateral surface be left surface, the medial surface of right section of stretching exterior wall (20) of this discharge opening (5) is right flank, in this discharge opening (5)
Upper installation seal ring (21), meanwhile, it is that right outside left correspondence is located at surface layer in the interior outside of the exterior wall (20) of basement (10)
(11) damp-proofing wall (7) of facade is set on, opening away from for 200mm~300mm between this damp-proofing wall (7) and exterior wall (20)；
Three), waterproof sandwich plate, sump and drainage pipeline are set：
The sandwich plate (13) that thickness is 18mm~40mm is set between the building coats (11) and bottom plate (12) of basement (10),
The flowing that the setting of this sandwich plate (13) should meet underground water is unimpeded, is set between damp-proofing wall (7) and exterior wall (20) with sluicing
The drainage pipeline (6) that mouth (5) is communicated, sandwich plate (13) place is led to by underground water, and cover plate is set in the surrounding of bottom plate (12)
(15) sump 16, the water pump (17) with water pump pipe (14) is installed in this sump (16), meanwhile, installation ball float (18) with
Water pump (17) automatic operating is controlled, makes to pass through drainage pipeline (6), sandwich plate (13) from the water that discharge opening (5) enters basement
Flow into sump (16), discharged water through water pump pipe (14) using water pump (17)；
Four), ventilation equipment are set：
Ventilation shaft (22), this ventilation shaft (22) and basement ventilating system are set between damp-proofing wall (7) and exterior wall (20)
An entirety is connected to become, time opening ventilation shaft (22) makes air circulation between damp-proofing wall (7) and exterior wall (20), by tide
Humid air is discharged.
2. a kind of moistureproof integrated system of ultra-deep basement anti-floating water proof according to claim 1, it is characterised in that this sand
The setting of gravel well pervious bed (2) is highly controlled in 1.5m~2.5m.
3. the moistureproof integrated system of a kind of ultra-deep basement anti-floating water proof according to claim 1, it is characterised in that this prevents
The thickness of water plate (3) is 150mm.
4. the moistureproof integrated system of a kind of ultra-deep basement anti-floating water proof according to claim 1, it is characterised in that this lets out
The lateral surface 50mm of the left section of stretching exterior wall (20) at the mouth of a river (5).
5. the moistureproof integrated system of a kind of ultra-deep basement anti-floating water proof according to claim 1, it is characterised in that this lets out
The medial surface 100mm of the right section of stretching exterior wall (20) at the mouth of a river (5).
6. the moistureproof integrated system of a kind of ultra-deep basement anti-floating water proof according to claim 1, it is characterised in that this lets out
The mouth of a river (5) is made of DN100 coating steel pipe.
7. the moistureproof integrated system of a kind of ultra-deep basement anti-floating water proof according to claim 1, it is characterised in that this lets out
The mouth of a river (5) sets one at interval of 10 meters.
8. the moistureproof integrated system of a kind of ultra-deep basement anti-floating water proof according to claim 1, it is characterised in that this prevents
Chao Qiang (7) thickness is 100mm.
9. a kind of moistureproof integrated system of ultra-deep basement anti-floating water proof according to claim 1, it is characterised in that this row
Waterpipe (6) is made of DN110 pvc pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710551867.XA CN107165265A (en) | 2017-07-07 | 2017-07-07 | A kind of moistureproof integrated system of ultra-deep basement anti-floating water proof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710551867.XA CN107165265A (en) | 2017-07-07 | 2017-07-07 | A kind of moistureproof integrated system of ultra-deep basement anti-floating water proof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107165265A true CN107165265A (en) | 2017-09-15 |
Family
ID=59823304
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710551867.XA Pending CN107165265A (en) | 2017-07-07 | 2017-07-07 | A kind of moistureproof integrated system of ultra-deep basement anti-floating water proof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107165265A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109098315A (en) * | 2018-09-05 | 2018-12-28 | 布雷尼建筑科技（苏州）有限公司 | A kind of assembled wallboard convenient for assembly with moisture-proof function |
| CN112726682A (en) * | 2020-12-29 | 2021-04-30 | 中赟国际工程有限公司 | Construction method for preventing water scattering and cracking in combination of high water level area and waterproof curtain |
| CN114086659A (en) * | 2021-10-12 | 2022-02-25 | 中冶南方武汉建筑设计有限公司 | Anti-floating and anti-water-leakage pressure-reducing structural system for double outer walls of basement |
Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59154228A (en) * | 1983-02-22 | 1984-09-03 | Sekisui Koji Kk | Construction of basement |
| JP2005282228A (en) * | 2004-03-30 | 2005-10-13 | Taisei Corp | Structure such as underground tank |
| CN101096852A (en) * | 2007-06-11 | 2008-01-02 | 袁奕 | Method for anti-floating of underground building |
| JP2009121204A (en) * | 2007-11-19 | 2009-06-04 | Taisei Corp | Underground structure |
| CN101565952A (en) * | 2008-04-22 | 2009-10-28 | 贵阳铝镁设计研究院 | Method and structure for preventing pit-type building foundation floating |
| CN202658621U (en) * | 2012-07-24 | 2013-01-09 | 于永利 | Waterproof moistureproof basement |
| CN103147464A (en) * | 2013-04-01 | 2013-06-12 | 四川省建筑科学研究院 | Pressure-releasing structure of basement anti-floating plate and construction method thereof |
| CN103821181A (en) * | 2014-02-28 | 2014-05-28 | 中天建设集团有限公司 | Basement bottom plate water drainage layer construction method |
| CN104846841A (en) * | 2015-05-26 | 2015-08-19 | 江苏南通三建集团有限公司 | Anti-floating construction method for basements without uplift piles |
| CN105421500A (en) * | 2015-11-25 | 2016-03-23 | 同济大学 | Basement anti-floating system based on low horizontal grout curtain and depressurization through water drawing |
| CN205348235U (en) * | 2016-02-02 | 2016-06-29 | 杭州博牛建筑设计咨询有限公司 | Novel anti system of floating of basement drainage |
| CN106120875A (en) * | 2016-08-04 | 2016-11-16 | 上海中房建筑设计有限公司 | A kind of automatic voltage regulation drainage and anti-float structure |
-
2017
- 2017-07-07 CN CN201710551867.XA patent/CN107165265A/en active Pending
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59154228A (en) * | 1983-02-22 | 1984-09-03 | Sekisui Koji Kk | Construction of basement |
| JP2005282228A (en) * | 2004-03-30 | 2005-10-13 | Taisei Corp | Structure such as underground tank |
| CN101096852A (en) * | 2007-06-11 | 2008-01-02 | 袁奕 | Method for anti-floating of underground building |
| JP2009121204A (en) * | 2007-11-19 | 2009-06-04 | Taisei Corp | Underground structure |
| CN101565952A (en) * | 2008-04-22 | 2009-10-28 | 贵阳铝镁设计研究院 | Method and structure for preventing pit-type building foundation floating |
| CN202658621U (en) * | 2012-07-24 | 2013-01-09 | 于永利 | Waterproof moistureproof basement |
| CN103147464A (en) * | 2013-04-01 | 2013-06-12 | 四川省建筑科学研究院 | Pressure-releasing structure of basement anti-floating plate and construction method thereof |
| CN103821181A (en) * | 2014-02-28 | 2014-05-28 | 中天建设集团有限公司 | Basement bottom plate water drainage layer construction method |
| CN104846841A (en) * | 2015-05-26 | 2015-08-19 | 江苏南通三建集团有限公司 | Anti-floating construction method for basements without uplift piles |
| CN105421500A (en) * | 2015-11-25 | 2016-03-23 | 同济大学 | Basement anti-floating system based on low horizontal grout curtain and depressurization through water drawing |
| CN205348235U (en) * | 2016-02-02 | 2016-06-29 | 杭州博牛建筑设计咨询有限公司 | Novel anti system of floating of basement drainage |
| CN106120875A (en) * | 2016-08-04 | 2016-11-16 | 上海中房建筑设计有限公司 | A kind of automatic voltage regulation drainage and anti-float structure |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109098315A (en) * | 2018-09-05 | 2018-12-28 | 布雷尼建筑科技（苏州）有限公司 | A kind of assembled wallboard convenient for assembly with moisture-proof function |
| CN112726682A (en) * | 2020-12-29 | 2021-04-30 | 中赟国际工程有限公司 | Construction method for preventing water scattering and cracking in combination of high water level area and waterproof curtain |
| CN114086659A (en) * | 2021-10-12 | 2022-02-25 | 中冶南方武汉建筑设计有限公司 | Anti-floating and anti-water-leakage pressure-reducing structural system for double outer walls of basement |
| CN114086659B (en) * | 2021-10-12 | 2023-02-14 | 中冶南方武汉建筑设计有限公司 | Anti-floating and anti-water-leakage pressure-reducing structural system for double outer walls of basement |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108374384B (en) | Zero-emission tailing pond system and implementation method | |
| CN206844172U (en) | A kind of basement bottom board catchments drain structure | |
| CN107165265A (en) | A kind of moistureproof integrated system of ultra-deep basement anti-floating water proof | |
| CN1657712A (en) | Drainage and anti-float method for underground building and its used device | |
| CN203530996U (en) | Multi-well-point combined type precipitation facility | |
| CN103046565A (en) | Draining method for ultra-deep batholith deep foundation pit | |
| WO2018036317A1 (en) | Water collecting and draining system, and construction method thereof | |
| CN108035423A (en) | Potential energy pressurized rainwater drainage and storage system and method for sponge city | |
| CN206844171U (en) | A kind of water proof structure of basement bottom board | |
| CN114718101A (en) | Seepage interception structure of tailing pond of seepage interception wall combined dewatering well and construction method thereof | |
| CN207143981U (en) | 3rd is rich water half diagenesis Sandstone Section Metro station excavation discharge structure | |
| CN108797652A (en) | A kind of ardealite library adjusting water return method | |
| CN113742826A (en) | Active anti-floating design method based on anti-floating variable water level | |
| CN104196046B (en) | Reduce the water proof drainage system of underground hydrostatic water table | |
| CN111764440A (en) | Anti-floating pressure relief and pressure reduction drainage system for building basement and construction method thereof | |
| CN201212156Y (en) | Interception and drainage system of basement engineering | |
| CN203924082U (en) | Anti-floating of underground building structure | |
| CN205077527U (en) | Drainage system is dredged to basement bottom plate release water buoyancy method | |
| CN206873610U (en) | The unattended duct type unit combination pumping plant in underground | |
| US8182174B2 (en) | Drainage system for directing surface water to underground strata | |
| CN216339715U (en) | Anti processing structure that floats of underground works | |
| CN207331838U (en) | Buried pumping plant | |
| CN106437842B (en) | The auxiliary that subway crosses dewatering type tunnel between sea area simultaneous transfers drainage pumping plant | |
| CN209585078U (en) | Strong drainage system for ultra-large deep foundation pit | |
| CN102498771A (en) | Salt drainage well with non-return function 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 | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170915 |