CN110295606A - A kind of foundation pit interlocking pile water stop construction method - Google Patents
A kind of foundation pit interlocking pile water stop construction method Download PDFInfo
- Publication number
- CN110295606A CN110295606A CN201910604824.2A CN201910604824A CN110295606A CN 110295606 A CN110295606 A CN 110295606A CN 201910604824 A CN201910604824 A CN 201910604824A CN 110295606 A CN110295606 A CN 110295606A
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- CN
- China
- Prior art keywords
- interlocking pile
- water
- foundation pit
- pile
- interlocking
- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
-
- 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
- E02D31/02—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 ground humidity or ground water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
Abstract
The invention discloses a kind of foundation pit interlocking pile water stop construction methods, specifically includes the following steps: and measuring all data of its position to detecting at the position of required construction interlocking pile first, carrying out pouring interlocking pile then according to data and existing standard；Enhance the intensity of interlocking pile, the present invention relates to interlocking pile technical field of construction.The foundation pit interlocking pile water stop construction method, by first to carrying out exploration detection around the position for needing to build interlocking pile, sealing can effectively can be carried out when interlocking pile pours and easily after pouring, and water-stagnating effect is strong, it greatly avoids because the intervention of water causes the interlocking pile poured not to be available, enable staff is more convenient to work, equally engineering is allowed to make a fault less, reduce use cost, conducive to people's use, it is complex that this solves current existing foundation pit interlocking pile water stop construction method water-stopping method, and not very practical problem.
Description
Technical field
The present invention relates to interlocking pile technical field of construction, specially a kind of foundation pit interlocking pile water stop construction method.
Background technique
Interlocking pile is that part circumference is mutually embedding between adjacent concrete campshed, and affixes one's name in the stake of the alternate construction of rear order into reinforcing bar
Cage is allowed to be formed whole continuous waterproof, earth-retaining building enclosure with good barrier effect, and interlocking pile is the shape between stake and stake
At a kind of foundation pit enclosure structure for being mutually twisted arrangement, the arrangement mode of stake is not arrangement of reinforcement and a use extra retarded set plain concrete
Stake (A) and reinforced concrete pile (B) (using all casing drill construction) arranged for interval, when construction, first construction A,
It constructs B afterwards, B constructions is completed before A pile concrete initial set, A, B are all made of all casing drill construction, cut away
The concrete of adjacent A intersection, to realize occlusion.
Current existing foundation pit interlocking pile water stop construction method water-stopping method is complex and not very practical, not
It can effectively prevent rainy bring rainwater, it is extremely onerous that this allows construction personnel to work together, and the interlocking pile in foundation pit is allowed to pour change
It is dynamic more troublesome, it is affected to project progress, it is extremely disadvantageous to be used in people.
Summary of the invention
(1) the technical issues of solving
In view of the deficiencies of the prior art, it the present invention provides a kind of foundation pit interlocking pile water stop construction method, solves at present
The complex and not very practical problem of existing foundation pit interlocking pile water stop construction method water-stopping method.
(2) technical solution
In order to achieve the above object, the present invention is achieved by the following technical programs: a kind of foundation pit interlocking pile sealing construction
Method, specifically includes the following steps:
S1, first to being detected at the position of required construction interlocking pile, and measure all data of its position, connect
Carry out pouring interlocking pile according to data and existing standard；
S2, during pouring interlocking pile, some strengthened auxiliary materials are added in concrete, are allowed to and concrete
It is sufficiently mixed, enhances the intensity of interlocking pile；
S3, first to exploration detection is carried out around the position for needing to build interlocking pile, detected whether a large amount of water or ground
Soil situation in face is extremely soft rotten, and if there is a large amount of water-water reactors product is just taken away it using water pump, and it is extremely soft rotten soil situation occur
The case where just top layer soft mud soil is all dug out, filled up after interlocking pile pours with cement；
S4, basset winding isolation film at the top of interlocking pile, while building waterproof in the top position of interlocking pile
Paulin prevents rainwater from invading, and several low-lying places are then dug out around interlocking pile, make water flow to lower will not at the top of interlocking pile heap
Product, while water level alarm being installed, it is handled immediately to staff's transmission information after detecting a large amount of water；
After S5, interlocking pile completion pour, measures of preventing water after setting completed, is checked whole, passes through measurement apparatus inspection
It looks into intensity that interlocking pile pours and whether size meets building standard, while whether in place detecting waterproof measure setting, it can
The water such as rainwater are completely cut off with interlocking pile, detects that non-compliant whole be recorded in and feeds back to staff's progress
Adjustment.
Preferably, it need to be poured, therefore be first had to pair fully according to measuring size when pouring interlocking pile in the S1
The all data of required interlocking pile measures, and detects its size and intensity, and can not make a fault in casting process, no
The interlocking pile then poured out is not available.
Preferably, added material discord is more than 5 the percent of concrete in the S2, not so will affect concrete
Intensity, the auxiliary material equally added need to meet requirement, need the use to interlocking pile helpful.
Preferably, just the wet mud soil for accumulating bottom portion is cleared up after drawing water in the S3, is allowed around interlocking pile
Soil all controls as drying regime, take the wet mud soil excavating depth in underground need it is consistent with soil material, persistently it is soft it is rotten just
It excavates to stopping at drying.
Preferably, take around interlocking pile in the S4 it is low-lying and set up waterproof paulin equally will be according to periphery landform feelings
Condition avoids the occurrence of narrow terrain and sets up the case where waterproof paulin influences work, and waterproof paulin need to be formulated according to interlocking pile quantity.
Preferably, detection need to be extremely stringent in the S5, is checked fully according to standard, and according to different situations
Interlocking pile carries out detection one by one and avoids the occurrence of fortuitous event.
(3) beneficial effect
The present invention provides a kind of foundation pit interlocking pile water stop construction methods.Have compared with prior art following beneficial to effect
Fruit:
(1), foundation pit interlocking pile water stop construction method, by first to being surveyed around the position for needing to build interlocking pile
Detection is visited, has detected whether that a large amount of water or ground soil situation are extremely soft rotten, if there is a large amount of water-water reactors product just will using water pump
Take away, and there is the extremely soft rotten situation of soil situation and just all dig out top layer soft mud soil, pour and finish in interlocking pile
It is filled up afterwards with cement, can effectively can carry out when interlocking pile pours and easily sealing, and sealing after pouring
Effect is strong, greatly avoids because the intervention of water causes the interlocking pile poured not to be available, and keeps staff more square
Just work, equally engineering is allowed to make a fault less, reduce use cost, be conducive to people use, this solve at present it is existing
The complex and not very practical problem of foundation pit interlocking pile water stop construction method water-stopping method.
(2), the foundation pit interlocking pile water stop construction method, by interlocking pile completion pour after, measures of preventing water after setting completed,
It checks whole, whether the intensity and size poured by measurement apparatus inspection interlocking pile meets building standard, examines simultaneously
It whether in place to survey waterproof measure setting, the water such as rainwater can be completely cut off with interlocking pile, detected non-compliant complete
Portion, which be recorded in, to be fed back to staff and is adjusted, and can be carried out repeated detection to interlocking pile, be avoided the occurrence of interlocking pile ruler
Very little and intensity and required standard are inconsistent, are thus not in the defect ware of production, increase engineering production compliance rate, thus
Construction cost is greatly lowered, similarly reduces the labor intensity of staff, is conducive to people and uses, this solves existing at present
Some foundation pit interlocking pile water stop construction methods are easy to produce the problem of not meeting standard figures interlocking pile.
Detailed description of the invention
Fig. 1 is the flow chart of management method of the present invention.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Referring to Fig. 1, the embodiment of the present invention provides a kind of technical solution: a kind of foundation pit interlocking pile water stop construction method, tool
Body the following steps are included:
S1, first to being detected at the position of required construction interlocking pile, and measure all data of its position, connect
Carry out pouring interlocking pile according to data and existing standard；
S2, during pouring interlocking pile, some strengthened auxiliary materials are added in concrete, are allowed to and concrete
It is sufficiently mixed, enhances the intensity of interlocking pile；
S3, first to exploration detection is carried out around the position for needing to build interlocking pile, detected whether a large amount of water or ground
Soil situation in face is extremely soft rotten, and if there is a large amount of water-water reactors product is just taken away it using water pump, and it is extremely soft rotten soil situation occur
The case where just top layer soft mud soil is all dug out, filled up after interlocking pile pours with cement；
S4, basset winding isolation film at the top of interlocking pile, while building waterproof in the top position of interlocking pile
Paulin prevents rainwater from invading, and several low-lying places are then dug out around interlocking pile, make water flow to lower will not at the top of interlocking pile heap
Product, while water level alarm being installed, it is handled immediately to staff's transmission information after detecting a large amount of water；
After S5, interlocking pile completion pour, measures of preventing water after setting completed, is checked whole, passes through measurement apparatus inspection
It looks into intensity that interlocking pile pours and whether size meets building standard, while whether in place detecting waterproof measure setting, it can
The water such as rainwater are completely cut off with interlocking pile, detects that non-compliant whole be recorded in and feeds back to staff's progress
Adjustment.
It need to be poured, therefore be first had to required fully according to measuring size when pouring interlocking pile in S1 of the present invention
The all data of interlocking pile measures, and detects its size and intensity, and can not make a fault in casting process, otherwise pours
Interlocking pile out is not available.
Added material discord is more than 5 the percent of concrete in S2 of the present invention, not so will affect the strong of concrete
Degree, the auxiliary material equally added need to meet requirement, need the use to interlocking pile helpful.
Just the wet mud soil for accumulating bottom portion is cleared up after drawing water in S3 of the present invention, allow soil around interlocking pile all
Control is drying regime, take the wet mud soil excavating depth in underground need it is consistent with soil material, persistently it is soft it is rotten just excavate to
Stop at dry.
Take around interlocking pile low-lying in S4 of the present invention and sets up waterproof paulin and equally to be avoided according to periphery topographic features
There is narrow terrain and set up the case where waterproof paulin influences work, and waterproof paulin need to be formulated according to interlocking pile quantity.
Detection needs extremely stringent in S5 of the present invention, is checked fully according to standard, and according to the occlusion of different situations
Stake carries out detection one by one and avoids the occurrence of fortuitous event:
It should be noted that, in this document, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (6)
1. a kind of foundation pit interlocking pile water stop construction method, it is characterised in that: specifically includes the following steps:
S1, first to being detected at the position of required construction interlocking pile, and measure all data of its position, then root
It carries out pouring interlocking pile according to data and existing standard；
S2, during pouring interlocking pile, some strengthened auxiliary materials are added in concrete, are allowed to abundant with concrete
Mixing, enhances the intensity of interlocking pile；
S3, first to exploration detection is carried out around the position for needing to build interlocking pile, detected whether a large amount of water or ground soil
Ground situation is extremely soft rotten, if there is a large amount of water-water reactors product is just taken away it using water pump, and the extremely soft rotten feelings of soil situation occurs
Condition just all digs out the soft mud soil of top layer, is filled up after interlocking pile pours with cement；
S4, basset winding isolation film at the top of interlocking pile, while building waterproof paulin in the top position of interlocking pile, prevents
Only rainwater invades, and several low-lying places are then dug out around interlocking pile, accumulate water flow will not at the top of interlocking pile to lower, together
When water level alarm is installed, detect that sending information to staff immediately after a large amount of water is handled；
After S5, interlocking pile completion pour, measures of preventing water after setting completed, is checked whole, is stung by measuring apparatus inspection
Whether the intensity and size that conjunction stake pours meet building standard, while whether in place detecting waterproof measure setting, can be by rain
The water such as water are completely cut off with interlocking pile, are detected that non-compliant whole be recorded in and are fed back to staff and adjust
It is whole.
2. a kind of foundation pit interlocking pile water stop construction method according to claim 1, it is characterised in that: pour and sting in the S1
It need to be poured fully according to measuring size when closing stake, therefore first have to survey all data of required interlocking pile
Amount, detects its size and intensity, and can not make a fault in casting process, the interlocking pile otherwise poured out is not available.
3. a kind of foundation pit interlocking pile water stop construction method according to claim 1, it is characterised in that: added in the S2
Material discord be more than concrete 5 percent, not so will affect the intensity of concrete, the auxiliary material equally added need to meet and make
With requiring, need the use to interlocking pile helpful.
4. a kind of foundation pit interlocking pile water stop construction method according to claim 1, it is characterised in that: after drawing water in the S3
Just the wet mud soil for accumulating bottom portion is cleared up, allowing the soil around interlocking pile all to control is drying regime, is taking ground
Under wet mud soil excavating depth need consistent with soil material, continue soft rotten just excavate to dry place and stop.
5. a kind of foundation pit interlocking pile water stop construction method according to claim 1, it is characterised in that: be engaged in the S4
Take low-lying around stake and sets up waterproof paulin and equally to avoid the occurrence of narrow terrain according to periphery topographic features and set up waterproof paulin shadow
The case where ringing work, and waterproof paulin need to be formulated according to interlocking pile quantity.
6. a kind of foundation pit interlocking pile water stop construction method according to claim 1, it is characterised in that: detecting in the S5 needs
It is extremely stringent, it is checked fully according to standard, and detection one by one is carried out according to the interlocking pile of different situations and avoids the occurrence of meaning
Outer situation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910604824.2A CN110295606A (en) | 2019-07-05 | 2019-07-05 | A kind of foundation pit interlocking pile water stop construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910604824.2A CN110295606A (en) | 2019-07-05 | 2019-07-05 | A kind of foundation pit interlocking pile water stop construction method |
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| Publication Number | Publication Date |
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| CN110295606A true CN110295606A (en) | 2019-10-01 |
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| CN201910604824.2A Pending CN110295606A (en) | 2019-07-05 | 2019-07-05 | A kind of foundation pit interlocking pile water stop construction method |
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Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1031070A (en) * | 1988-04-12 | 1989-02-15 | 黑龙江省低温建筑科学研究所 | Reinforcer for poured pile base |
| CN101182140A (en) * | 2007-11-02 | 2008-05-21 | 浙江工业大学 | Super slow-setting cement |
| CN102587385A (en) * | 2011-12-30 | 2012-07-18 | 青建集团股份公司 | Foundation pit supporting method for sludge-exchanged and filled soft soil |
| CN103031838A (en) * | 2012-12-07 | 2013-04-10 | 中铁四局集团第三建设有限公司 | Bridge site deep-layer displacement method |
| CN103485347A (en) * | 2012-06-07 | 2014-01-01 | 叶强 | Batter pile used for building foundation pit support and construction method thereof |
| CN106049506A (en) * | 2016-07-11 | 2016-10-26 | 上海强劲地基工程股份有限公司 | APS (Assembled Prestressed Soldier Pile Retaining Structure) and construction method thereof |
| CN107700497A (en) * | 2017-09-29 | 2018-02-16 | 广州市番禺区第五建筑工程公司 | A kind of building basement pattern foundation pit supporting structure and earth excavation construction method |
| CN207143963U (en) * | 2017-07-08 | 2018-03-27 | 深圳百勤建设工程有限公司 | A kind of foundation ditch supporting construction of pile for prestressed pipe |
| CN108609957A (en) * | 2018-05-23 | 2018-10-02 | 云南建投绿色高性能混凝土股份有限公司 | Extra retarded set lean concrete for deep basal pit hole-drilling interlocking pile |
-
2019
- 2019-07-05 CN CN201910604824.2A patent/CN110295606A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1031070A (en) * | 1988-04-12 | 1989-02-15 | 黑龙江省低温建筑科学研究所 | Reinforcer for poured pile base |
| CN101182140A (en) * | 2007-11-02 | 2008-05-21 | 浙江工业大学 | Super slow-setting cement |
| CN102587385A (en) * | 2011-12-30 | 2012-07-18 | 青建集团股份公司 | Foundation pit supporting method for sludge-exchanged and filled soft soil |
| CN103485347A (en) * | 2012-06-07 | 2014-01-01 | 叶强 | Batter pile used for building foundation pit support and construction method thereof |
| CN103031838A (en) * | 2012-12-07 | 2013-04-10 | 中铁四局集团第三建设有限公司 | Bridge site deep-layer displacement method |
| CN106049506A (en) * | 2016-07-11 | 2016-10-26 | 上海强劲地基工程股份有限公司 | APS (Assembled Prestressed Soldier Pile Retaining Structure) and construction method thereof |
| CN207143963U (en) * | 2017-07-08 | 2018-03-27 | 深圳百勤建设工程有限公司 | A kind of foundation ditch supporting construction of pile for prestressed pipe |
| CN107700497A (en) * | 2017-09-29 | 2018-02-16 | 广州市番禺区第五建筑工程公司 | A kind of building basement pattern foundation pit supporting structure and earth excavation construction method |
| CN108609957A (en) * | 2018-05-23 | 2018-10-02 | 云南建投绿色高性能混凝土股份有限公司 | Extra retarded set lean concrete for deep basal pit hole-drilling interlocking pile |
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| PB01 | Publication | ||
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Application publication date: 20191001 |