CN106088102A - Lattice combined steel plate pile cement-soil composite pile and construction method thereof - Google Patents
Lattice combined steel plate pile cement-soil composite pile and construction method thereof Download PDFInfo
- Publication number
- CN106088102A CN106088102A CN201610459451.0A CN201610459451A CN106088102A CN 106088102 A CN106088102 A CN 106088102A CN 201610459451 A CN201610459451 A CN 201610459451A CN 106088102 A CN106088102 A CN 106088102A
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- pile
- cement
- soil
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- steel sheet
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 75
- 239000010959 steel Substances 0.000 title claims abstract description 75
- 239000002689 soil Substances 0.000 title claims abstract description 55
- 238000010276 construction Methods 0.000 title claims abstract description 27
- 239000002131 composite material Substances 0.000 title claims abstract description 20
- 239000004568 cement Substances 0.000 claims abstract description 24
- 238000000034 method Methods 0.000 claims abstract description 9
- 239000003795 chemical substances by application Substances 0.000 claims description 7
- 239000000725 suspension Substances 0.000 claims description 6
- 238000009412 basement excavation Methods 0.000 claims description 5
- 239000000284 extract Substances 0.000 claims description 3
- 229920001169 thermoplastic Polymers 0.000 claims description 3
- 239000004416 thermosoftening plastic Substances 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 2
- 238000012407 engineering method Methods 0.000 abstract description 12
- 238000005516 engineering process Methods 0.000 abstract description 3
- 238000005452 bending Methods 0.000 abstract description 2
- 239000003673 groundwater Substances 0.000 abstract description 2
- 230000007812 deficiency Effects 0.000 abstract 1
- 238000007789 sealing Methods 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- 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
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
-
- 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
- E02D5/02—Sheet piles or sheet pile bulkheads
- E02D5/03—Prefabricated parts, e.g. composite sheet piles
- E02D5/04—Prefabricated parts, e.g. composite sheet piles made of steel
-
- 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
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
A kind of lattice combined steel plate pile cement-soil composite pile and construction method thereof, this composite pile includes linear type steel sheet pile (3), narrow wing I-steel (2), cement-soil mixing pile (1), stake apical cap beam and internal support of foundation pit；This combined steel plate pile is inserted in cement mixing method, soil cement is closed in the lattice of combined steel plate pile, change the stress of soil cement, soil cement in lattice combined steel plate pile cement-soil composite pile is made to become three dimension stress state from tradition engineering method is placed in the unidirectional stretch bending stress outside shaped steel, the present invention is greatly improved the lateral rigidity of tradition SMW engineering method stake, improve the deficiency that tradition SMW engineering method stake lateral rigidity is less than normal, the sealing performance simultaneously inheriting original technology is good, speed of application is fast, the features such as the good economy performance of steel recoverable, it is applicable to cutting depth big, the weak soil that level of ground water is high, silt, sandy silt soil stratum base pit engineering supporting construction.
Description
Technical field
The present invention relates to a kind of lattice combined steel plate pile cement-soil composite pile and construction method thereof, belong to Geotechnical Engineering base
Support technology field, hole.Be applicable to cutting depth, level of ground water buries shallow base pit engineering building enclosure, especially high in water content
Weak clay, more aobvious advantage under the geological conditions such as silt.
Background technology
Tradition SMW engineering method stake is in the application of foundation pit supporting construction, and its lateral rigidity is mainly undertaken by the section bar inserted, and
Cement mixing method is contributed as flexible pile or Half rigid pile its lateral rigidity of the illegallest consideration, therefore tradition SMW engineering method stake
Practical application in horizontal distortion relatively big, this is also this engineering method bottleneck of popularization and application in complicated base pit engineering.
In foundation pit supporting construction, support pile is to control horizontal distortion, so just improving the core of support pile service behaviour
It is intended to improve the lateral rigidity of pile body on the premise of certain economy with construction convenience.For SMW engineering method stake, if only
The rigidity relying on raising section bar improves the lateral rigidity of whole compound pile body, then will sharply increase with steel cost, pile body section
Also will be enlarged by, this certainly will make its economy reduce and difficulty of construction increase.So, in sum, the work of SMW engineering method stake to be improved
Make performance core mainly to improve from taking effective way or play the lateral rigidity of cement mixing method.
Summary of the invention
Technical problem: it is an object of the invention to provide a kind of lattice combined steel plate pile cement-soil composite pile and construction party thereof
Method, on the basis of the thinking of tradition SMW engineering method stake, changes original general section bar inserted, change into by linear type steel sheet pile and
The square lattice of narrow wing I steel composite is as the reinforcing body of Rigid cable, before the hardening agent hardening of cement system
Inserting, after pile, the follow-up practice of base pit engineering is all consistent with other supporting pile-type base pit engineering with working procedure.This by cement
Soil is placed in inside the square lattice of combined steel plate pile so that the soil cement in lattice combined steel plate pile cement-soil composite pile is by passing
System engineering method in be placed in outside shaped steel unidirectional stretch bending stress become three dimension stress state, this given full play to soil cement resist
Compressive Strength is much larger than tension, the characteristic of shearing strength, and this will be greatly improved the lateral rigidity of cement mixing pile.
Technical scheme: the present invention is structural shape and the construction party thereof of a kind of lattice combined steel plate pile cement-soil composite pile
Method, this composite pile includes linear type steel sheet pile, narrow wing I-steel, cement-soil mixing pile, stake apical cap beam and internal support of foundation pit；
Wherein, linear type steel sheet pile lays respectively at outside two edges of a wing of narrow wing I-steel, and both is positioned in cement-soil mixing pile；
The arrangement mode of cement-soil mixing pile is: be provided with linear type steel sheet pile and narrow wing work in first cement-soil mixing pile
Word steel, is provided only with linear type steel sheet pile in second cement-soil mixing pile, is provided with in the 3rd cement-soil mixing pile
Linear type steel sheet pile and narrow wing I-steel, be provided only with linear type steel sheet pile, the most successively in the 4th cement-soil mixing pile
Arrangement is gone down；Be positioned at the linear type steel sheet pile two ends of even number root cement-soil mixing pile respectively be positioned at odd number root soil cement
Linear type steel sheet pile in deep-mixed pile connects, above-mentioned component couple together and constitute lattice combined steel plate pile soil cement
Composite pile.
The construction method of the lattice combined steel plate pile cement-soil composite pile of the present invention comprises the following steps:
The first step: construction cement-soil mixing pile；
Second step: outside narrow wing I-steel two edge of a wing and linear type steel sheet pile smears interleaving agent；
3rd step: guide frame and suspension beam that combined steel plate pile inserts are set；
4th step: control the most vertical in cement mixing method inserting through the correction of theodolite deviational survey before soil cement is unhardened
Enter narrow wing I-steel, outside upper lower flange, then insert linear type steel sheet pile, complete a combination lattice；
5th step: having continued another adjacent combination lattice, the fore shaft of adjacent straight line style steel sheet pile is connected with fore shaft
Together, thus formed one combination lattice unit；
6th step: construct at the underground wall body top of lattice combined steel plate pile cement-soil composite pile composition and pour stake top
Guan Liang, the closing envelope inner excavation inner support at underground wall body arranges construction groove, and inner support of constructing, in finally applying
Support and weld with the connector of described lattice；
7th step: soil excavation in foundation ditch, completes building underground structure main body construction；
8th step: remove inner support and stake apical cap beam；
9th step: smear interleaving agent inside and outside thermoplastic combination lattice, arranges guide frame and suspension beam that lattice is extracted,
Extract the combination lattice in cement mixing pile；
Tenth step: Foundation Pit Construction is complete.
Beneficial effect: the present invention uses above technical scheme, possesses following advantage: compared with prior art by by water
Earth is enclosed in inside lattice the stress changing soil cement, its overall lateral rigidity is greatly improved, takes into account simultaneously
Tradition SMW engineering method stake stagnant water effect is good, construction method quick, without Site Welding, practicality cheap, capable of circulation, have concurrently
Gear soil and water stopping function, solve the problem that in the practical application of tradition SMW engineering method stake, horizontal distortion is bigger.
Accompanying drawing explanation
Below in conjunction with accompanying drawing and case study on implementation, the invention will be further described.
Fig. 1 is lattice cell schematics；
Fig. 2 is the pile body schematic cross-sectional view of lattice combined steel plate pile cement-soil composite pile.
Above figure has: cement-soil mixing pile 1, narrow wing I-steel 2, linear type steel sheet pile 3.
Detailed description of the invention
Below in conjunction with the accompanying drawings technical scheme is described in detail:
The first step: construction cement-soil mixing pile；
Second step: outside narrow wing I-steel and linear type steel sheet pile smears interleaving agent；Narrow wing I-steel is 300*150mm's
Narrow wing I-steel；
3rd step: guide frame and suspension beam that combined steel plate pile inserts are set；
4th step: control the most vertical in cement mixing method inserting through the correction of theodolite deviational survey before soil cement is unhardened
Enter narrow wing I-steel, outside upper lower flange, then insert linear type steel sheet pile, complete an assembled unit body；Linear type steel plate
Stake is the linear type steel sheet pile of YSP-FL；
5th step: continued another adjacent assembled unit body, the fore shaft of adjacent straight line style steel sheet pile and fore shaft phase
Connect together, thus form a lattice unit；
6th step: construct at underground wall body top and pour an apical cap beam, opening inside the closing envelope of underground wall body
Dig inner support and arrange construction groove, and inner support of constructing, finally apply inner support and weld with the connector of lattice；
7th step: soil excavation in foundation ditch, completes building underground structure main body construction；
8th step: remove inner support and stake apical cap beam；
9th step: smear interleaving agent inside and outside the square lattice of thermoplastic, arranges guide frame and suspension beam that lattice is extracted,
Extract the square lattice in cement mixing pile；
Tenth step: Foundation Pit Construction is complete.
Claims (2)
1. a lattice combined steel plate pile cement-soil composite pile, it is characterised in that this composite pile includes linear type steel sheet pile
(3), narrow wing I-steel (2), cement-soil mixing pile (1), stake apical cap beam and internal support of foundation pit；Wherein, linear type steel sheet pile
(3) laying respectively at outside two edges of a wing of narrow wing I-steel (2), both is positioned in cement-soil mixing pile (1)；Soil cement is deep
The arrangement mode of layer mixing pile (1) is: be provided with linear type steel sheet pile (3) and narrow wing I-shaped in first cement-soil mixing pile
Steel (2), is provided only with linear type steel sheet pile (3), in the 3rd cement-soil mixing pile in second cement-soil mixing pile
It is provided with linear type steel sheet pile (3) and narrow wing I-steel (2), in the 4th cement-soil mixing pile, is provided only with linear type steel sheet pile
(3), so it is arranged in order down；Be positioned at linear type steel sheet pile (3) two ends of even number root cement-soil mixing pile respectively with
The linear type steel sheet pile (3) being positioned at odd number root cement-soil mixing pile connects, above-mentioned component couple together and constitute lattice
Structure formula combined steel plate pile cement-soil composite pile.
The construction method of a kind of lattice combined steel plate pile cement-soil composite pile the most according to claim 1, its feature exists
Comprise the following steps in this construction method:
The first step: construction cement-soil mixing pile (1)；
Second step: outside narrow wing I-steel (2) two edge of a wing and linear type steel sheet pile (3) smears interleaving agent；
3rd step: guide frame and suspension beam that combined steel plate pile inserts are set；
4th step: the most vertically insert narrow in cement mixing method through the correction control of theodolite deviational survey before soil cement is unhardened
Wing I-steel (2), then inserts linear type steel sheet pile (3) outside upper lower flange, completes a combination lattice；
5th step: having continued another adjacent combination lattice, the fore shaft of adjacent straight line style steel sheet pile is connected in one mutually with fore shaft
Rise, thus form a combination lattice unit；
6th step: construct at the underground wall body top of lattice combined steel plate pile cement-soil composite pile composition and pour an apical cap
Beam, the closing envelope inner excavation inner support at underground wall body is arranged construction groove, and inner support of constructing, is propped up in finally applying
Support is welded with the connector of described lattice；
7th step: soil excavation in foundation ditch, completes building underground structure main body construction；
8th step: remove inner support and stake apical cap beam；
9th step: smear interleaving agent inside and outside thermoplastic combination lattice, arranges guide frame and suspension beam that lattice is extracted, extracts
Combination lattice in cement mixing pile；
Tenth step: Foundation Pit Construction is complete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610459451.0A CN106088102A (en) | 2016-06-22 | 2016-06-22 | Lattice combined steel plate pile cement-soil composite pile and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610459451.0A CN106088102A (en) | 2016-06-22 | 2016-06-22 | Lattice combined steel plate pile cement-soil composite pile and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106088102A true CN106088102A (en) | 2016-11-09 |
Family
ID=57252056
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610459451.0A Pending CN106088102A (en) | 2016-06-22 | 2016-06-22 | Lattice combined steel plate pile cement-soil composite pile and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106088102A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107419729A (en) * | 2017-05-18 | 2017-12-01 | 中国建筑第八工程局有限公司 | A kind of foundation pit stope support device and method |
| CN107476287A (en) * | 2017-08-04 | 2017-12-15 | 广州市建筑科学研究院新技术开发中心有限公司 | A kind of deformed steel for SMW engineering methods and its construction method using the deformed steel |
| CN108343052A (en) * | 2017-12-21 | 2018-07-31 | 上海市政工程设计研究总院（集团）有限公司 | A kind of steel Guan Liang and its installation method for SMW engineering methods |
| CN108842788A (en) * | 2018-07-26 | 2018-11-20 | 大成科创基础建设股份有限公司 | Stiff-core cement soil mixing pile construction method |
| CN109403338A (en) * | 2018-10-12 | 2019-03-01 | 江苏省送变电有限公司 | A kind of assembly lattice configuration steel TRD engineering method diaphram wall and its construction method |
| CN110080249A (en) * | 2019-06-14 | 2019-08-02 | 上海智平基础工程有限公司 | A kind of pressure filling formula Diaphragm Wall Support Structure and its construction method |
| CN112227346A (en) * | 2020-09-24 | 2021-01-15 | 上海市浦东新区建设(集团)有限公司 | SMW worker method stake shaped steel construction equipment |
| CN114215071A (en) * | 2021-12-27 | 2022-03-22 | 中建协和建设有限公司 | SMW construction method pile supporting structure based on water-rich deep foundation pit and construction method thereof |
| CN116163318A (en) * | 2023-04-25 | 2023-05-26 | 广州地铁设计研究院股份有限公司 | Construction method and structure for foundation pit support of inserted section steel microorganism sand wall |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006257743A (en) * | 2005-03-17 | 2006-09-28 | Ohbayashi Corp | Soil cement column wall, soil cement wall pile, soil cement structure, and foundation structure |
| JP2007297834A (en) * | 2006-04-28 | 2007-11-15 | Ohbayashi Corp | Core material, soil cement wall, soil cement wall pile, soil cement structure, and substructure |
| CN101864773A (en) * | 2010-04-14 | 2010-10-20 | 江苏江中集团有限公司 | Deep foundation pit support process |
| CN103061346A (en) * | 2013-01-11 | 2013-04-24 | 东南大学 | Steel plate pile utilizing bolt connection and H-shaped combined foundation pit support structure |
| CN104278671A (en) * | 2014-10-28 | 2015-01-14 | 南京工业大学 | Inverted cup-shaped steel drum inserted stiff soil cement stirring retaining pile and construction method thereof |
-
2016
- 2016-06-22 CN CN201610459451.0A patent/CN106088102A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006257743A (en) * | 2005-03-17 | 2006-09-28 | Ohbayashi Corp | Soil cement column wall, soil cement wall pile, soil cement structure, and foundation structure |
| JP2007297834A (en) * | 2006-04-28 | 2007-11-15 | Ohbayashi Corp | Core material, soil cement wall, soil cement wall pile, soil cement structure, and substructure |
| CN101864773A (en) * | 2010-04-14 | 2010-10-20 | 江苏江中集团有限公司 | Deep foundation pit support process |
| CN103061346A (en) * | 2013-01-11 | 2013-04-24 | 东南大学 | Steel plate pile utilizing bolt connection and H-shaped combined foundation pit support structure |
| CN104278671A (en) * | 2014-10-28 | 2015-01-14 | 南京工业大学 | Inverted cup-shaped steel drum inserted stiff soil cement stirring retaining pile and construction method thereof |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107419729A (en) * | 2017-05-18 | 2017-12-01 | 中国建筑第八工程局有限公司 | A kind of foundation pit stope support device and method |
| CN107476287A (en) * | 2017-08-04 | 2017-12-15 | 广州市建筑科学研究院新技术开发中心有限公司 | A kind of deformed steel for SMW engineering methods and its construction method using the deformed steel |
| CN108343052A (en) * | 2017-12-21 | 2018-07-31 | 上海市政工程设计研究总院（集团）有限公司 | A kind of steel Guan Liang and its installation method for SMW engineering methods |
| CN108842788A (en) * | 2018-07-26 | 2018-11-20 | 大成科创基础建设股份有限公司 | Stiff-core cement soil mixing pile construction method |
| CN109403338A (en) * | 2018-10-12 | 2019-03-01 | 江苏省送变电有限公司 | A kind of assembly lattice configuration steel TRD engineering method diaphram wall and its construction method |
| CN110080249A (en) * | 2019-06-14 | 2019-08-02 | 上海智平基础工程有限公司 | A kind of pressure filling formula Diaphragm Wall Support Structure and its construction method |
| CN112227346A (en) * | 2020-09-24 | 2021-01-15 | 上海市浦东新区建设(集团)有限公司 | SMW worker method stake shaped steel construction equipment |
| CN114215071A (en) * | 2021-12-27 | 2022-03-22 | 中建协和建设有限公司 | SMW construction method pile supporting structure based on water-rich deep foundation pit and construction method thereof |
| CN116163318A (en) * | 2023-04-25 | 2023-05-26 | 广州地铁设计研究院股份有限公司 | Construction method and structure for foundation pit support of inserted section steel microorganism sand wall |
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Application publication date: 20161109 |