CN104594349A - Hydraulic lifting construction method for recycling steel casing in pile foundation engineering - Google Patents

Hydraulic lifting construction method for recycling steel casing in pile foundation engineering Download PDF

Info

Publication number
CN104594349A
CN104594349A CN201410406423.3A CN201410406423A CN104594349A CN 104594349 A CN104594349 A CN 104594349A CN 201410406423 A CN201410406423 A CN 201410406423A CN 104594349 A CN104594349 A CN 104594349A
Authority
CN
China
Prior art keywords
pressure
steel casing
steel pile
pile casting
construction method
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
Application number
CN201410406423.3A
Other languages
Chinese (zh)
Inventor
朱启贵
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201410406423.3A priority Critical patent/CN104594349A/en
Publication of CN104594349A publication Critical patent/CN104594349A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D9/00Removing sheet piles bulkheads, piles, mould-pipes or other moulds or parts thereof
    • E02D9/02Removing sheet piles bulkheads, piles, mould-pipes or other moulds or parts thereof by withdrawing

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

Provided is a hydraulic lifting construction method for recycling a steel casing in pile foundation engineering. The method comprises the steps that the steel casing and a rotary pressed head are welded to form a closed high-pressure container, a high-pressure water pump is used for injecting high-pressure water into the container, a waterproof and seepage-proofing layer pile body is used as a supporting platform of counter-acting force (so that the loading action can be uniformly distributed), the steel casing is made to creep and ascend under the pressure action, the purposes that the steel casing can be removed without being damaged and can be recycled are achieved, pollution sources are eliminated, and resources are saved.

Description

Capable of circulation again with the liquid act method construction of steel pile casting in pile foundation engineering
Art
The present invention relates in foundation construction field, extensive use foundation piling technique, its steel pile casting be after pore-forming for resisting strata pressure, prevent the borehole wall from subsiding and concrete mould that foundation pile is shaping, after the sclerosis of foundation pile concrete, steel pile casting is just completely without having acted on, and corrosion ends.Steel pile casting harmless (not injuring pile foundation) can extract by the application of this technology, steel pile casting just energy Recycling, reach saving great deal of steel, steel pile casting is made to become circulation material by consumable material, stop to pollute because corrosion of metal produces body of groundwater, increase substantially the economic and social benefit of enterprise.
Background technology
At present, known foundation construction drilled pile steel pile casting is (main consider it is that the vibrations that produce in construction and huge mechanical external force are to the destruction of pile crown) that can not extract, overground part can only be extracted at most, under ground portion can only with the age increase progressively and corrosion gradually divided by soil and take off, this not only causes huge waste and causes long-term groundwater pollution.Abroad, in the construction of this field, use the mill stake machine of Japan, Germany's product, utilize the lifting force of 21 oil cylinders 600 tons to extract the locking of drilled pile steel pile casting, its shortcoming is that reaction force acts is on ground line, job site complexity is difficult to look for supporting surface, also easily causes pulling off and damaging of pile crown.So, at home in construction field, have no this form of construction work.
Summary of the invention
The technical scheme that the present invention solves its technical problem is: solder ball end socket on drilled pile steel pile casting, make it the pressure vessel of formation one sealing, fill airtight container after water, at injection water under high pressure, under the high pressure effect of water, its reaction force is with Uniform Loads on pile crown, steel pile casting is wriggled and rises, hang out with crane after reaching design height, realize the object of this technology.
The invention has the beneficial effects as follows, can in foundation construction field, harmless the extracting of steel pile casting becomes possibility, steel pile casting can be recycled, reach and save steel in a large number, increase substantially the economic benefit of construction enterprises, construct simple.
Below in conjunction with accompanying drawing and example, the present invention is further described.
Fig. 1. be that liquid act method steel pile casting pulls out schematic diagram.In the drawings, low-pressure water inlet tube 1, low-pressure water cuts down door 2., and water under high pressure cuts down Fig. 3., head formed by spinning 4., high pressure water injection pipe 5., steel pile casting 6., pile crown (pile foundation) 7., ground line 8..
Detailed description of the invention
In the drawings, head formed by spinning (4) is welded with steel pile casting (6), water is filled through low-pressure water inlet tube (1), close low-pressure water and cut down door (2), water under high pressure to be injected steel pile casting (6) and head formed by spinning (4) through high pressure water injection pipe (5) and is formed in the high-pressure bottle that seals by high-pressure hydraulic pump, carry out waterproof, impervious barrier pile crown (drilled pile) (7) as the support platform of reaction force, steel pile casting (6) is wriggled rising under pressure, reaches the object pulled out.

Claims (3)

1. a basic engineering construction engineering method, it is characterized in that: on steel pile casting, weld end socket, end socket is welded with high-low pressure water inlet pipe respectively, high-pressure intake pipe is connected with high-pressure hydraulic pump, it is characterized in that: steel pile casting and head formed by spinning form airtight high-pressure bottle, with high-pressure hydraulic pump, water under high pressure is injected in this container, using carry out waterproof, impervious barrier pile body as the support platform of reaction force, steel pile casting is wriggled rising under pressure, reach the object pulled out, must in Recycling, pollution abatement source, saving resource.
2. basic engineering construction facility according to claim 1, is characterized in that: steel pile casting and head formed by spinning form airtight high-pressure bottle on pile body.
3. basic engineering construction facility according to claim 1, is characterized in that: carry out waterproof, impervious barrier pile body as the support platform of reaction force.
CN201410406423.3A 2014-08-12 2014-08-12 Hydraulic lifting construction method for recycling steel casing in pile foundation engineering Pending CN104594349A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410406423.3A CN104594349A (en) 2014-08-12 2014-08-12 Hydraulic lifting construction method for recycling steel casing in pile foundation engineering

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410406423.3A CN104594349A (en) 2014-08-12 2014-08-12 Hydraulic lifting construction method for recycling steel casing in pile foundation engineering

Publications (1)

Publication Number Publication Date
CN104594349A true CN104594349A (en) 2015-05-06

Family

ID=53120376

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410406423.3A Pending CN104594349A (en) 2014-08-12 2014-08-12 Hydraulic lifting construction method for recycling steel casing in pile foundation engineering

Country Status (1)

Country Link
CN (1) CN104594349A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105649084A (en) * 2016-03-21 2016-06-08 中交第二航务工程局有限公司 Self-lifting type steel protection cylinder uplifting device and construction method thereof
CN110616711A (en) * 2019-09-26 2019-12-27 中建五局土木工程有限公司 Method for lowering steel casing
CN111456007A (en) * 2020-04-22 2020-07-28 中交第二航务工程局有限公司 Steel casing pulling-out method
CN114875914A (en) * 2022-05-24 2022-08-09 河海大学 Pile pulling assisting device combining electroosmosis method and water pressure and construction method

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007315171A (en) * 2007-07-26 2007-12-06 Nippon Shokubai Co Ltd Flexible sheet material
CN200988964Y (en) * 2006-12-27 2007-12-12 朱启贵 Steel protective tube for drilling pile
CN102605787A (en) * 2012-02-29 2012-07-25 赵兴山 Device for inhibiting foundation soil from disturbing during removing of steel sheet piles and application method thereof
CN202492847U (en) * 2011-10-28 2012-10-17 中冶交通工程技术有限公司 High-pressure water jet casing pipe pile pulling tool
CN103485344A (en) * 2013-09-17 2014-01-01 常熟理工学院 Method for extracting construction engineering pile foundation

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN200988964Y (en) * 2006-12-27 2007-12-12 朱启贵 Steel protective tube for drilling pile
JP2007315171A (en) * 2007-07-26 2007-12-06 Nippon Shokubai Co Ltd Flexible sheet material
CN202492847U (en) * 2011-10-28 2012-10-17 中冶交通工程技术有限公司 High-pressure water jet casing pipe pile pulling tool
CN102605787A (en) * 2012-02-29 2012-07-25 赵兴山 Device for inhibiting foundation soil from disturbing during removing of steel sheet piles and application method thereof
CN103485344A (en) * 2013-09-17 2014-01-01 常熟理工学院 Method for extracting construction engineering pile foundation

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
曹曼红等: "回收钢护筒综合成孔工艺在衢江大桥施工中的运用", 《中外公路》, vol. 22, no. 4, 31 August 2002 (2002-08-31) *

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105649084A (en) * 2016-03-21 2016-06-08 中交第二航务工程局有限公司 Self-lifting type steel protection cylinder uplifting device and construction method thereof
CN110616711A (en) * 2019-09-26 2019-12-27 中建五局土木工程有限公司 Method for lowering steel casing
CN110616711B (en) * 2019-09-26 2022-04-15 中建五局土木工程有限公司 Method for lowering steel casing
CN111456007A (en) * 2020-04-22 2020-07-28 中交第二航务工程局有限公司 Steel casing pulling-out method
CN114875914A (en) * 2022-05-24 2022-08-09 河海大学 Pile pulling assisting device combining electroosmosis method and water pressure and construction method

Similar Documents

Publication Publication Date Title
CN103510957B (en) A kind of combined type coal uncovering method
CN104594349A (en) Hydraulic lifting construction method for recycling steel casing in pile foundation engineering
CN103882869A (en) Inclined supporting pile structure for foundation pit support and construction method thereof
CN103541352B (en) A kind of at ground, sandy soil stratum major diameter Vertical spots underground continuous construction method
CN104164873B (en) Prestressed pipe pile and construction method thereof
CN208668414U (en) A kind of built-in cast-in-situ bored pile pile crown breaker
CN110984158A (en) Offshore wind power large-diameter rock-socketed single pile grouting construction method
CN102808407B (en) Construction method of soft-foundation reinforced concrete cast-in-place pile
CN201826302U (en) Boring device for large-diameter cast-in-situ thin-walled concrete composite pile
CN103161171B (en) The band pump shut-in well method of Dewatering by pressure reduction well
CN204326094U (en) The polygon steel pile foundation of transmission of electricity steel pipe pole
CN102828507B (en) The construction treating methods of major diameter cast-in-situ concrete composite pile
CN106088092A (en) There is refusing the solution of hammer situation in pile tube piling process
CN207260148U (en) Service sleeve pile crown integrally abolishes device
CN206571459U (en) Integral type operation device under pressure for oil-water well
CN200988964Y (en) Steel protective tube for drilling pile
CN204703180U (en) A kind of foundation pit dewatering well-sealing device
CN105134125B (en) Annular space bottom end construction technology for plugging after gas vertical wall
CN110206481A (en) Dewatering well constructing device
CN110318661A (en) Dewatering well construction method
CN204000861U (en) Bored pile casing in a kind of water
CN215669621U (en) High pressure precipitation well plugging device
CN204326061U (en) A kind of pile tube be drawn out easily
CN204200760U (en) The piling oil cylinder of static pile press
CN203960881U (en) The inner pressure-bearing dewatering well of foundation ditch steel sleeve flange connecting apparatus

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20150506

RJ01 Rejection of invention patent application after publication