CN106480979B - A kind of active antiseepage basement shear wall and its construction technology - Google Patents
A kind of active antiseepage basement shear wall and its construction technology Download PDFInfo
- Publication number
- CN106480979B CN106480979B CN201611182796.2A CN201611182796A CN106480979B CN 106480979 B CN106480979 B CN 106480979B CN 201611182796 A CN201611182796 A CN 201611182796A CN 106480979 B CN106480979 B CN 106480979B
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- basement
- drainpipe
- filter membrane
- shear wall
- backfill
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- 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
- 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
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The present invention relates to the outer shear wall antiseepage drainage system of a kind of active antiseepage basement shear wall and its construction technology, especially shear wall upstream face and its construction technologies.Basement is located in foundation pit, multiple sumps is arranged in basement surrounding, drainpipe both ends are placed in sump, and drainpipe connects integral；The basement it include basement roof, basement shear wall, basement bottom board；Backfill and medium coarse sand are filled in foundation pit and in the region on the outside of basement；Backfill and the number of plies of medium coarse sand are multilayer, and every layer of backfill and medium coarse sand are interlaced arrangement architecture, and drainpipe is located in medium coarse sand, and filter membrane wraps up drainpipe.The present invention is surrounded by drainage system in its basement shear wall, and underground water and surface water is allowed initiatively to be discharged, to effectively guard against the influence of a large amount of underground water and surface water to basement shear wall.
Description
Technical field
The present invention relates to the outer of a kind of active antiseepage basement shear wall and its construction technology, especially shear wall upstream face
Shear wall antiseepage drainage system and its construction technology.
Background technique
After the completion of basement main structure construction, surrounding is required to do water-proofing treatment by the shear wall of upstream face, finishes
The protection processing for carrying out related waterproof layer afterwards, can carry out basement backfilling of earthwork process after acceptance(check).This way is
Usual situation, the service life using function of general waterproof roll are about 5-20 or so, and common buildings basement main structure is set
Counting the service life is about 40-70, and the Important building basement Design of Main Structure service life is even up to 100 years.Once waterproof layer uses
Disabler carrys out waterproof by concrete structure itself entirely.Stayed in work progress the construction joint position set, post-cast strip position and
Meet cold seam position of construction set by construction requirement etc., if waterproof layer loses using function, is easily led to upper bit
Infiltration.If facing precipitate heavy rain, in the basement for losing waterproof layer protection, it is more likely that become a big pool,
Caused economic loss will be difficult to estimate, or even influences the safety of owners and use function.Currently, in underground
In the design of room waterproof layer, it is three to four times waterproof rolls that waterproof layer, which is generally twice waterproof roll or even Important building, this is just
It will cause a large amount of CO2Discharge, does not meet the strategic objective of China's energy-saving and emission-reduction.If meeting Spring In Southern plum rain season, underground
The higher area of water level still will appear localized seepage, metope and ground humidity phenomenon.
It is extremely urgent to can be seen that basement shear wall antiseepage problem from above-mentioned status.By increasing shear wall waterproof layer
Quantity not only result in environmental pollution, and it is also possible to the service life because of waterproof layer expire without meeting the requirements.So development
A kind of both simple and economic basement shear wall water-impervious construction technology seems especially urgent.
Summary of the invention
The technical problem to be solved by the present invention is to be directed to the above-mentioned prior art, to be designed to provide one kind
Active antiseepage basement shear wall and its construction technology.
The present invention to achieve the goals above, adopts the following technical scheme that
A kind of active antiseepage basement shear wall, basement are located in foundation pit, and multiple sumps are arranged in basement surrounding,
Drainpipe both ends are placed in sump, and drainpipe connects integral；
The basement it include basement roof, basement shear wall, basement bottom board；
Backfill and medium coarse sand are filled in foundation pit and in the region on the outside of basement；Backfill and medium coarse sand
The number of plies is multilayer, and every layer of backfill and medium coarse sand are interlaced arrangement architecture, and drainpipe is located in medium coarse sand, filter membrane
Wrap up drainpipe.
Further, hole is provided on the drainpipe.
A kind of construction technology of active antiseepage basement shear wall:
(1), before basement surrounding backfilling of earthwork, position and pressure of first of the element soil to basement foundation ditch bottom are first backfilled
It is real, it is necessary to which that there are the hydrophobic gradient of flowing automatically in intermediate arch camber two sides, and the gradient is not less than 0.6%, i.e., are laid with slope from base center along to both sides
Degree is not less than 0.6%；And in basement surrounding, sump is set, and be disposed about water pump in sump, so as to by ponding from catchmenting
It is extracted out in well；
(2), blotter is filled out, filter membrane is spread；One layer of blotter is filled out on the native surface of element that backfill finishes, compacting keeps it flat
It is whole, it is laid with non-woven geotextile on it as filter membrane, non-woven geotextile will disconnect, and there are overlapped length；
(3), drainpipe is put on filter membrane；The drainpipe of peripheral wall aperture is furnished on filter membrane, drainpipe both ends are placed in
In sump, drainpipe connects leakproofness that is integral, and guaranteeing interface；
(4), filter membrane wraps up drainpipe；The filter membrane being laid on the bottom surface of gutter is wrapped drainpipe from both sides；
(5), foundation pit backfills；After drainpipe is laid with, the lesser medium coarse sand of clay content is backfilled, substrate is backfilled to underground
Room floor level；
(6), for backfill second element soil to the position among basement foundation ditch and compacting, intermediate arch camber two sides have gravity flow hydrophobic
The gradient, the gradient be not less than 0.6%, i.e., from base center along to both sides be laid with the gradient be not less than 0.6%；And it catchments in surrounding setting
Well；
(7), blotter is filled out for the second time, spreads filter membrane, the same step of way (2)；
(8), drainpipe, the same step of way (3) are put on filter membrane；
(9), filter membrane wraps up drainpipe, the same step of way (4)；
(10), foundation pit backfills, the same step of way (5)；
(11), backfill third road element is native and is compacted, it is necessary to which there are the hydrophobic gradient of flowing automatically in intermediate arch camber two sides, and the gradient is not less than
0.6%, i.e., the gradient is laid with not less than 0.6% from base center along to both sides；And sump is set in surrounding；
(12), blotter is filled out for the third time, spreads filter membrane, the same step of way (2)；
(13), drainpipe, the same step of way (3) are put on filter membrane；
(14), filter membrane wraps up drainpipe, the same step of way (4)；
(15), foundation pit backfills, the same step of way (5).
Beneficial effects of the present invention:
The present invention is surrounded by drainage system in its basement shear wall, and underground water and surface water is allowed initiatively to be discharged, from
And effectively guarded against the influence of a large amount of underground water and surface water to basement shear wall, it ensure that basement shearing is non-leakage, and
And the thickness and pass of the waterproof layer of reduction, it can be played even if waterproof layer reaches service life or the in the case where of being damaged actively anti-
Leakproof is seeped, has achieved the effect that dual guarantee.
Detailed description of the invention
Fig. 1 is drainage system floor plan schematic diagram of the present invention.
Fig. 2 is drainage system cross-section diagram schematic diagram of the present invention.
Fig. 3 is drainage system elevational schematic view of the present invention.
Specific embodiment
This technique is further illustrated with implementation method with reference to the accompanying drawing.
A kind of active antiseepage basement shear wall, basement 3 are located in foundation pit 4, and multiple catchment is arranged in 3 surrounding of basement
Well 1,2 both ends of drainpipe are placed in sump 1, and drainpipe 2 connects integral；
The basement 3 it include basement roof 5, basement shear wall 6, basement bottom board 7；
Filled with backfill 8 and medium coarse sand 10 in foundation pit 4 and in the region in 3 outside of basement；Backfill 8 is in
The number of plies of coarse sand 10 is multilayer, and every layer of backfill 8 and medium coarse sand 10 are interlaced arrangement architecture, and drainpipe 2 is located at
In medium coarse sand 10, filter membrane (9) wraps up drainpipe 2.
Hole 11 is provided on the drainpipe 2.
1), before basement surrounding backfilling of earthwork, position and pressure of first of the element soil to basement foundation ditch bottom are first backfilled
It is real, it is necessary to which that there are the hydrophobic gradient of flowing automatically in intermediate arch camber two sides, and the gradient is not less than 0.6%, i.e., are laid with slope from base center along to both sides
Degree is not less than 0.6%；And in basement surrounding, sump is set, and be disposed about water pump in sump, so as to by ponding from catchmenting
It is extracted out in well；
(2), blotter is filled out, filter membrane is spread；One layer of blotter is filled out on the native surface of element that backfill finishes, compacting keeps it flat
It is whole, it is laid with non-woven geotextile on it as filter membrane, non-woven geotextile will disconnect, and there are overlapped length；
(3), drainpipe is put on filter membrane；The drainpipe of peripheral wall aperture is furnished on filter membrane, drainpipe both ends are placed in
In sump, drainpipe connects leakproofness that is integral, and guaranteeing interface；
(4), filter membrane wraps up drainpipe；The filter membrane being laid on the bottom surface of gutter is wrapped drainpipe from both sides；
(5), foundation pit backfills；After drainpipe is laid with, the lesser medium coarse sand of clay content is backfilled, substrate is backfilled to underground
Room floor level；
(6), for backfill second element soil to the position among basement foundation ditch and compacting, intermediate arch camber two sides have gravity flow hydrophobic
The gradient, the gradient be not less than 0.6%, i.e., from base center along to both sides be laid with the gradient be not less than 0.6%；And it catchments in surrounding setting
Well；
(7), blotter is filled out for the second time, spreads filter membrane, the same step of way (2)；
(8), drainpipe, the same step of way (3) are put on filter membrane；
(9), filter membrane wraps up drainpipe, the same step of way (4)；
(10), foundation pit backfills, the same step of way (5)；
(11), backfill third road element is native and is compacted, it is necessary to which there are the hydrophobic gradient of flowing automatically in intermediate arch camber two sides, and the gradient is not less than
0.6%, i.e., the gradient is laid with not less than 0.6% from base center along to both sides；And sump is set in surrounding；
(12), blotter is filled out for the third time, spreads filter membrane, the same step of way (2)；
(13), drainpipe, the same step of way (3) are put on filter membrane；
(14), filter membrane wraps up drainpipe, the same step of way (4)；
(15), foundation pit backfills, the same step of way (5).
Claims (3)
1. a kind of active antiseepage basement shear wall, it is characterised in that: basement (3) is located in foundation pit (4), in basement (3)
Multiple sumps (1) are arranged in surrounding, and drainpipe (2) both ends are placed in sump (1), and drainpipe (2) is even integral；
The basement (3) it include basement roof (5), basement shear wall (6), basement bottom board (7)；
Filled with backfill (8) and medium coarse sand (10) in foundation pit (4) and in the region on the outside of basement (3)；Backfill
It (8) is multilayer with the number of plies of medium coarse sand (10), and every layer of backfill (8) and medium coarse sand (10) are interlaced arrangement knot
Structure, drainpipe (2) are located in medium coarse sand (10), and filter membrane (9) wraps up drainpipe (2).
2. active antiseepage basement shear wall according to claim 1, it is characterised in that: be provided on the drainpipe (2)
Hole (11).
3. a kind of construction technology of active antiseepage basement shear wall of any of claims 1 or 2, its feature is as follows:
(1), before basement surrounding backfilling of earthwork, position and compacting of first of the element soil to basement foundation ditch bottom are first backfilled,
Must intermediate arch camber two sides have the hydrophobic gradient of flowing automatically, the gradient is not less than 0.6%, i.e., is laid with the gradient from base center along to both sides
Not less than 0.6%；And in basement surrounding, sump is set, and be disposed about water pump in sump, so as to by ponding from sump
Middle extraction；
(2), blotter is filled out, filter membrane is spread；One layer of blotter is filled out on the native surface of element that backfill finishes, compacting keeps its smooth,
It is laid with non-woven geotextile thereon as filter membrane, non-woven geotextile will disconnect, and there are overlapped length；
(3), drainpipe is put on filter membrane；The drainpipe of peripheral wall aperture is furnished on filter membrane, drainpipe both ends, which are placed in, catchments
In well, drainpipe connects leakproofness that is integral, and guaranteeing interface；
(4), filter membrane wraps up drainpipe；The filter membrane being laid on the bottom surface of gutter is wrapped drainpipe from both sides；
(5), foundation pit backfills；After drainpipe is laid with, the lesser medium coarse sand of clay content is backfilled, substrate is backfilled to basement bottom
At plate height；
(6), for backfill second element soil to the position among basement foundation ditch and compacting, there are hydrophobic slope of flowing automatically in intermediate arch camber two sides
Degree, the gradient are not less than 0.6%, i.e., are laid with the gradient not less than 0.6% from base center along to both sides；And sump is set in surrounding；
(7), blotter is filled out for the second time, spreads filter membrane, the same step of way (2)；
(8), drainpipe, the same step of way (3) are put on filter membrane；
(9), filter membrane wraps up drainpipe, the same step of way (4)；
(10), foundation pit backfills, the same step of way (5)；
(11), backfill third road element is native and is compacted, it is necessary to which there are the hydrophobic gradient of flowing automatically in intermediate arch camber two sides, and the gradient is not less than
0.6%, i.e., the gradient is laid with not less than 0.6% from base center along to both sides；And sump is set in surrounding；
(12), blotter is filled out for the third time, spreads filter membrane, the same step of way (2)；
(13), drainpipe, the same step of way (3) are put on filter membrane；
(14), filter membrane wraps up drainpipe, the same step of way (4)；
(15), foundation pit backfills, the same step of way (5).
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611182796.2A CN106480979B (en) | 2016-12-20 | 2016-12-20 | A kind of active antiseepage basement shear wall and its construction technology |
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| CN201611182796.2A CN106480979B (en) | 2016-12-20 | 2016-12-20 | A kind of active antiseepage basement shear wall and its construction technology |
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| CN106480979B true CN106480979B (en) | 2019-07-09 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107100206A (en) * | 2017-06-22 | 2017-08-29 | 山东建筑大学 | A kind of prevention and controls of basement leakage |
| CN108755724A (en) * | 2018-06-15 | 2018-11-06 | 上海二十冶建设有限公司 | The external water drainage waterproof method of pipe gallery |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5852906A (en) * | 1997-08-07 | 1998-12-29 | Kuban; Eugene J. | Internal-wall drain system |
| CN202202335U (en) * | 2011-08-05 | 2012-04-25 | 昆明一建建设集团有限公司 | Flow guiding and water draining structure in deep foundation pit |
| CN104234089A (en) * | 2014-08-21 | 2014-12-24 | 中国十七冶集团有限公司 | Construction method for waterproof and water-draining combination of basement |
| CN105569063A (en) * | 2015-06-05 | 2016-05-11 | 中建四局第一建筑工程有限公司 | Collecting and utilizing method for underground water on periphery of basement retaining wall and water collecting structure |
| CN206289732U (en) * | 2016-12-20 | 2017-06-30 | 江西中联建设集团有限公司 | A kind of active antiseepage basement shear wall |
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2016
- 2016-12-20 CN CN201611182796.2A patent/CN106480979B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5852906A (en) * | 1997-08-07 | 1998-12-29 | Kuban; Eugene J. | Internal-wall drain system |
| CN202202335U (en) * | 2011-08-05 | 2012-04-25 | 昆明一建建设集团有限公司 | Flow guiding and water draining structure in deep foundation pit |
| CN104234089A (en) * | 2014-08-21 | 2014-12-24 | 中国十七冶集团有限公司 | Construction method for waterproof and water-draining combination of basement |
| CN105569063A (en) * | 2015-06-05 | 2016-05-11 | 中建四局第一建筑工程有限公司 | Collecting and utilizing method for underground water on periphery of basement retaining wall and water collecting structure |
| CN206289732U (en) * | 2016-12-20 | 2017-06-30 | 江西中联建设集团有限公司 | A kind of active antiseepage basement shear wall |
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Address after: 330000 D-41 Central Alliance Headquarters Building, 398 Hezhou Road, Nanchang County, Nanchang City, Jiangxi Province Applicant after: Zhonglian Construction Group Co., Ltd. Applicant after: Zhongyao Construction Industry Group Co., Ltd. Applicant after: Nanchang Municipal Public Works Project Management Co., Ltd. Address before: 330000 No. 6666 Fusheng Road, Nanchang County, Nanchang City, Jiangxi Province Applicant before: Jiangxi Zhonglian Construction Group Co.,Ltd. Applicant before: JIANGXI ZHANGYAO CONSTRUCTION CO., LTD. Applicant before: Nanchang Municipal Public Works Project Management Co., Ltd. |
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