CN101831913A - Method for jacking steel casting of bored pile by using jacks - Google Patents
Method for jacking steel casting of bored pile by using jacks Download PDFInfo
- Publication number
- CN101831913A CN101831913A CN 201010160199 CN201010160199A CN101831913A CN 101831913 A CN101831913 A CN 101831913A CN 201010160199 CN201010160199 CN 201010160199 CN 201010160199 A CN201010160199 A CN 201010160199A CN 101831913 A CN101831913 A CN 101831913A
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- steel
- jack
- steel casing
- steel casting
- wire rope
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- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The invention relates to a method for jacking a steel casting of a bored pile by using jacks, which comprises the flowing steps of: placing two smooth sleepers horizontally on the ground on two sides of the jacket steel casting, wherein the two sleepers are vertical to the connecting line of two lifting lugs of the steel casting; (b) placing a jacket on each sleeper; arranging a cross beam on the two jackets; arranging a steel wire rope on the cross beam above each lifting lug, wherein the steel wires pass through the lifting lugs of the steel casting and the two free ends of the steel wire ropes are fixedly jointed; and (c) turning the jackets by two persons at the same time to jack the cross beam up so that the steel casting is pulled up by the cross beam through the steel wire ropes. The invention has the advantages of simple structure, convenient and simple operation, high safety and reliability, no limit by places, fast construction and low cost.
Description
Technical field
The present invention relates to a kind of device of pulling, relate in particular to and a kind ofly pull bored pile steel casing method with jack.
Background technology
Bad at geological condition, the boring in the hole of easily collapsing needs castinplace pile.In general before boring, need to take overlength steel casing to carry out supporting.But because the steel casing is buried underground too dark; very big of static friction force; generally all more than 100 tons; adopt existing equipment; adopt crane or other crane gear as pull steel protective-cylinder; general do not have so big lifting force, work plane also differs and meets the demands surely simultaneously, usually can cause and pull out the casing of not tapping, and sometimes also can cause serious economy loss.
Summary of the invention
The objective of the invention is to address the above problem and provide a kind of simple in structure, simple operation, safe and reliable, not limited by the place, what the fast expense of constructing was low pulls bored pile steel casing method with jack.
The present invention solves the problems of the technologies described above the technical scheme that is adopted:
It comprises the steps: a) with two level and smooth sleepers respectively level be placed on the ground of the steel casing both sides of being pulled the line of two hangers of the steel casing that described two sleepers are vertically pulled; B) place a jack on each sleeper, a crossbeam is set on two jack, be positioned on the crossbeam of each hanger top and be equipped with a wire rope, the hanger of steel wire penetrating steel casing, and affixed wire rope two free ends; C) two people shake jack simultaneously, the jack stand crossbeam, and crossbeam pulls up the steel casing by wire rope.
Above-mentioned wire rope two free ends are provided with steel wire clamp, with steel wire clamp two free ends are connected.
Compared with prior art, the present invention has obtained following technique effect:
1, the top power of jack generation satisfies fully and pulls static friction force all at the overlength steel casing more than 100 tons much larger than the power of hanging of crane gear;
2, jack is pulled does not have place restriction, as then can't the erect-position place at narrow and small crane gear, can well work yet;
3, the jack stroke is slower, control easily, and security performance is very good;
4, the package unit expense is very low, two 200 tons of jack, a crossbeam (can select i iron for use) and two wire rope exactly, and the turnover utilization rate is high.
Description of drawings
Fig. 1 is a front view of the present invention;
Fig. 2 is the vertical view of Fig. 1.
Wherein: 1-crossbeam, 2-steel wire clamp, 3-wire rope, 4-steel casing, 5-hanger, 6-jack, 7-ground, 8-sleeper.
The specific embodiment
Further specify embodiments of the invention below in conjunction with accompanying drawing.
Referring to Fig. 1-2, a kind ofly pull bored pile steel casing method with jack, it comprise the steps: a) with two level and smooth sleepers 8 respectively level be placed on the ground 7 of steel casing 4 both sides of being pulled the line of two hangers 5 of the steel casing that described two sleepers are vertically pulled; B) on placement one jack 6, two jack crossbeam 1 (can select i iron for use) is set on each sleeper, the crossbeam of each hanger top is provided with a wire rope 3, the hanger of steel wire penetrating steel casing, and affixed wire rope two free ends; Preferably, can be provided with steel wire clamp 2, two free ends be connected with steel wire clamp at wire rope two free ends; C) two people shake jack simultaneously, the jack stand crossbeam, and crossbeam pulls up the steel casing by wire rope.The steel casing only need be stirred, and static friction force is converted into the dynamic friction resistance after stirring, because the dynamic friction resistance is minimum, can utilize the fishing tackle of rig itself that the steel casing is pulled up again.
Protection scope of the present invention is not limited to the above embodiments, and obviously, those skilled in the art can carry out various changes and distortion and do not depart from the scope of the present invention and spirit the present invention.If these changes and distortion belong in the scope of claim of the present invention and equivalent technologies thereof, then the present invention also is intended to comprise these changes and is out of shape interior.
Claims (2)
1. pull bored pile steel casing method with jack for one kind, it is characterized in that: it comprise the steps: a) with two level and smooth sleepers (8) respectively level be placed on the ground (7) of steel casing (4) both sides of being pulled, described two sleepers are vertically pulled the line of two hangers (5) on the steel casing; B) place a jack (6) on each sleeper, a crossbeam (1) is set on two jack, be positioned on the crossbeam of each hanger top and be equipped with a wire rope (3), the hanger of steel wire penetrating steel casing, and affixed wire rope two free ends; C) two people shake jack simultaneously, the jack stand crossbeam, and crossbeam pulls up the steel casing by wire rope.
2. pull bored pile steel casing method according to claim 1 is described with jack, it is characterized in that: described wire rope two free ends are provided with steel wire clamp (2), with steel wire clamp two free ends are connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010160199 CN101831913A (en) | 2010-04-23 | 2010-04-23 | Method for jacking steel casting of bored pile by using jacks |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010160199 CN101831913A (en) | 2010-04-23 | 2010-04-23 | Method for jacking steel casting of bored pile by using jacks |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101831913A true CN101831913A (en) | 2010-09-15 |
Family
ID=42716112
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010160199 Pending CN101831913A (en) | 2010-04-23 | 2010-04-23 | Method for jacking steel casting of bored pile by using jacks |
Country Status (1)
| Country | Link |
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| CN (1) | CN101831913A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102286976A (en) * | 2011-06-29 | 2011-12-21 | 中铁四局集团第一工程有限公司 | Method for making pile foundation construction follow long steel pile casing construction in karst area |
| CN106013152A (en) * | 2016-06-08 | 2016-10-12 | 中国十七冶集团有限公司 | Cast-in-situ bored pile steel protection pipe recycling device without damage |
| CN108266144A (en) * | 2018-02-08 | 2018-07-10 | 浙江绩丰岩土技术股份有限公司 | It is a kind of to pull system and its application method for multiaxis drilling rod |
| CN109252522A (en) * | 2018-10-31 | 2019-01-22 | 中国冶集团有限公司 | Pile pulling device is adjusted in low spatial |
| CN109518691A (en) * | 2018-11-27 | 2019-03-26 | 张利均 | A kind of pile-drawing machine |
| CN112554176A (en) * | 2020-11-23 | 2021-03-26 | 四川路航建设工程有限责任公司 | Full-casing twisted pipe follow-up rotary drilling pore-forming construction method |
| CN113123794A (en) * | 2021-03-29 | 2021-07-16 | 北京中煤矿山工程有限公司 | Horizontal freezing pipe drawing device |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU825844A1 (en) * | 1979-08-28 | 1981-04-30 | Goj Vladimir L | Device for removing casing pipes |
| JPH09111763A (en) * | 1995-10-18 | 1997-04-28 | Nippon Sharyo Seizo Kaisha Ltd | Device for pulling-out casing |
| JP2001234535A (en) * | 2000-02-23 | 2001-08-31 | Marugo Foundation Corp | Surface casing pulling apparatus |
| CN201144418Y (en) * | 2007-07-18 | 2008-11-05 | 乔春明 | Special guide sleeve for hydraulic pressure raising and lining |
-
2010
- 2010-04-23 CN CN 201010160199 patent/CN101831913A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU825844A1 (en) * | 1979-08-28 | 1981-04-30 | Goj Vladimir L | Device for removing casing pipes |
| JPH09111763A (en) * | 1995-10-18 | 1997-04-28 | Nippon Sharyo Seizo Kaisha Ltd | Device for pulling-out casing |
| JP2001234535A (en) * | 2000-02-23 | 2001-08-31 | Marugo Foundation Corp | Surface casing pulling apparatus |
| CN201144418Y (en) * | 2007-07-18 | 2008-11-05 | 乔春明 | Special guide sleeve for hydraulic pressure raising and lining |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102286976A (en) * | 2011-06-29 | 2011-12-21 | 中铁四局集团第一工程有限公司 | Method for making pile foundation construction follow long steel pile casing construction in karst area |
| CN106013152A (en) * | 2016-06-08 | 2016-10-12 | 中国十七冶集团有限公司 | Cast-in-situ bored pile steel protection pipe recycling device without damage |
| CN106013152B (en) * | 2016-06-08 | 2018-02-02 | 中国十七冶集团有限公司 | A kind of cast-in-situ bored pile steel pile casting recycling installment without damage |
| CN108266144A (en) * | 2018-02-08 | 2018-07-10 | 浙江绩丰岩土技术股份有限公司 | It is a kind of to pull system and its application method for multiaxis drilling rod |
| CN109252522A (en) * | 2018-10-31 | 2019-01-22 | 中国冶集团有限公司 | Pile pulling device is adjusted in low spatial |
| CN109518691A (en) * | 2018-11-27 | 2019-03-26 | 张利均 | A kind of pile-drawing machine |
| CN112554176A (en) * | 2020-11-23 | 2021-03-26 | 四川路航建设工程有限责任公司 | Full-casing twisted pipe follow-up rotary drilling pore-forming construction method |
| CN113123794A (en) * | 2021-03-29 | 2021-07-16 | 北京中煤矿山工程有限公司 | Horizontal freezing pipe drawing device |
| CN113123794B (en) * | 2021-03-29 | 2022-08-05 | 北京中煤矿山工程有限公司 | Horizontal freezing pipe drawing device |
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| Date | Code | Title | Description |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: CHINA FIRST METALLURGICAL CONSTRUCTION GROUP CORPO Free format text: FORMER OWNER: WUHAN CFMCGC TRAFFIC ENGINEERING CO., LTD. Effective date: 20101210 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20101210 Address after: 430081 Wuhan Industrial Zone, Qingshan District, Hubei, No. 3 Applicant after: China First Metallurgical Group Co., Ltd. Address before: 430081 Wuhan Industrial Zone, Qingshan District, Hubei, No. 3 Applicant before: Wuhan First Metallurgical Communication Engineering Co., Ltd. |
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| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20100915 |