CN104612153B - Static pressure pile structure - Google Patents

Static pressure pile structure Download PDF

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Publication number
CN104612153B
CN104612153B CN201510014846.5A CN201510014846A CN104612153B CN 104612153 B CN104612153 B CN 104612153B CN 201510014846 A CN201510014846 A CN 201510014846A CN 104612153 B CN104612153 B CN 104612153B
Authority
CN
China
Prior art keywords
pressing machine
oil cylinder
cylinder group
piling
pile pressing
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.)
Expired - Fee Related
Application number
CN201510014846.5A
Other languages
Chinese (zh)
Other versions
CN104612153A (en
Inventor
傅银友
傅晓淼
孙晓群
傅显远
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.)
Wenzhou Hong Teng Construction Co., Ltd.
Original Assignee
Chengdu Xunde Technology Co Ltd
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 Chengdu Xunde Technology Co Ltd filed Critical Chengdu Xunde Technology Co Ltd
Priority to CN201510014846.5A priority Critical patent/CN104612153B/en
Publication of CN104612153A publication Critical patent/CN104612153A/en
Application granted granted Critical
Publication of CN104612153B publication Critical patent/CN104612153B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/20Placing by pressure or pulling power

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  • 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)

Abstract

The invention discloses a kind of static pressure pile structure, comprise piling oil cylinder group base, piling oil cylinder group base upper surface is provided with piling oil cylinder group, removably connect between piling oil cylinder group and piling oil cylinder group base, piling oil cylinder group upper surface is provided with joint pin, joint pin is laterally provided with girder steel, girder steel is arranged through joint pin, joint pin top is positioned at a hydraulic static pile pressing machine, hydraulic static pile pressing machine is fixed on joint pin, hydraulic static pile pressing machine upper surface is provided with platen, platen is two, two platens are arranged near hydraulic static pile pressing machine two sides respectively, platen is vertically provided with backstay, be positioned on hydraulic static pile pressing machine inner bottom surface bottom backstay, hydraulic static pile pressing machine is also provided with attachment lug, attachment lug is vertically provided with expansion bolt.This static pressure pile structure can better carry out static pressure piling, and locating effect is very good, makes its piling more stable, enough counter-force can be provided to pile driving frame, thus carry out piling work smoothly.

Description

Static pressure pile structure
Technical field
The present invention relates to a kind of civil engineering structure, particularly a kind of static pressure pile structure.
Background technology
After building builds up, due to reasons such as settings of ground, often the situation of the flooring depression of building is had to occur, and due to the indoor floor height of buildings in general limited, main equipment cannot be adopted at indoor pile, simultaneously, building strut column pitch is comparatively large, does Mini-anchor Method static pressed pile and can use without counter-force, be difficult to piling, therefore, the flooring depression of building is difficult to obtain consolidation process later, and danger is very high, and the time has been grown, easily cause entire building will be forced to stop using, economic loss is also very large.And general hydraulic static pile pressing machine, because pile body is long, better cannot be moved to indoor, be caused also cannot better carrying out piling, thus can not be processed in time, the generation equally easily caused the accident, time serious, also likely be endangered personal safety.
Summary of the invention
The technical problem to be solved in the present invention is: overcome the problems referred to above, and provide one to carry out static pressure piling, locating effect is very good, makes its piling more stable, and enough counter-force can be provided to the static pressure pile structure of pile driving frame.
To achieve these goals, the technical solution used in the present invention is such: static pressure pile structure of the present invention, comprise piling oil cylinder group base, piling oil cylinder group base upper surface is provided with piling oil cylinder group, removably connect between piling oil cylinder group and piling oil cylinder group base, piling oil cylinder group upper surface is provided with joint pin, joint pin is laterally provided with girder steel, girder steel is arranged through joint pin, joint pin top is positioned at a hydraulic static pile pressing machine, hydraulic static pile pressing machine is fixed on joint pin, hydraulic static pile pressing machine upper surface is provided with platen, platen is two, two platens are arranged near hydraulic static pile pressing machine two sides respectively, platen is vertically provided with backstay, be positioned on hydraulic static pile pressing machine inner bottom surface bottom backstay, hydraulic static pile pressing machine is also provided with attachment lug, attachment lug is vertically provided with expansion bolt, expansion bolt top extends in outside hydraulic static pile pressing machine upper surface.
Further, as a kind of concrete form of structure, piling oil cylinder group base width of the present invention is greater than piling oil cylinder group width.
Further, as a kind of concrete form of structure, the built-in stiffener of hydraulic static pile pressing machine of the present invention.
Further, as a kind of concrete form of structure, removably connect between platen of the present invention and hydraulic static pile pressing machine.
Further, as a kind of concrete form of structure, backstay of the present invention adopts stretching structure.
Compared with prior art, the invention has the advantages that: this static pressure pile structure can better carry out static pressure piling, locating effect is very good, makes its piling more stable, enough counter-force can be provided to pile driving frame, thus carry out piling work smoothly.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the present invention is further described.
Fig. 1 is structural representation of the present invention;
In figure: 1. piling oil cylinder group base; 2. piling oil cylinder group; 3. hydraulic static pile pressing machine; 4. platen; 5. backstay; 6. expansion bolt; 7. attachment lug; 8. joint pin; 9. girder steel.
Detailed description of the invention
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, only basic structure of the present invention are described in a schematic way, and therefore it only shows the formation relevant with the present invention.
The preferred embodiment of static pressure pile structure of the present invention as shown in Figure 1, comprise piling oil cylinder group base 1, piling oil cylinder group base 1 upper surface is provided with piling oil cylinder group 2, removably connect between piling oil cylinder group 2 and piling oil cylinder group base 1, piling oil cylinder group 2 upper surface is provided with joint pin 8, joint pin 8 is laterally provided with girder steel 9, girder steel 9 is arranged through joint pin 8, joint pin 8 top is positioned at a hydraulic static pile pressing machine 3, hydraulic static pile pressing machine 3 is fixed on joint pin 8, hydraulic static pile pressing machine 3 upper surface is provided with platen 4, platen 4 is two, two platens 4 are arranged near hydraulic static pile pressing machine 3 two sides respectively, platen 4 is vertically provided with backstay 5, be positioned on hydraulic static pile pressing machine 3 inner bottom surface bottom backstay 5, hydraulic static pile pressing machine 3 is also provided with attachment lug 7, attachment lug 7 is vertically provided with expansion bolt 6, expansion bolt 6 top extends in outside hydraulic static pile pressing machine 3 upper surface, described piling oil cylinder group base 1 width is greater than piling oil cylinder group 2 width, the built-in stiffener of described hydraulic static pile pressing machine 3, removably connect between described platen 4 and hydraulic static pile pressing machine 3, described backstay 5 adopts stretching structure.
Static pressure pile structure of the present invention can better carry out static pressure piling, and locating effect is very good, makes its piling more stable, enough counter-force can be provided to pile driving frame, thus carry out piling work smoothly.Described piling oil cylinder group base 1 width is greater than piling oil cylinder group 2 width, does not affect the connection of its component; The built-in stiffener of described hydraulic static pile pressing machine 3, further increases reinforcing property; Removably connect between described platen 4 and hydraulic static pile pressing machine 3, described backstay 5 adopts stretching structure, makes its result of use better.
With above-mentioned according to desirable embodiment of the present invention for enlightenment, by above-mentioned description, relevant staff in the scope not departing from this invention technological thought, can carry out various change and amendment completely.The technical scope of this invention is not limited to the content on manual, must determine its technical scope according to right.

Claims (5)

1. a static pressure pile structure, comprise piling oil cylinder group base, it is characterized in that: piling oil cylinder group base upper surface is provided with piling oil cylinder group, removably connect between piling oil cylinder group and piling oil cylinder group base, piling oil cylinder group upper surface is provided with joint pin, joint pin is laterally provided with girder steel, girder steel is arranged through joint pin, joint pin top is positioned at a hydraulic static pile pressing machine, hydraulic static pile pressing machine is fixed on joint pin, hydraulic static pile pressing machine upper surface is provided with platen, platen is two, two platens are arranged near hydraulic static pile pressing machine two sides respectively, platen is vertically provided with backstay, be positioned on hydraulic static pile pressing machine inner bottom surface bottom backstay, hydraulic static pile pressing machine is also provided with attachment lug, attachment lug is vertically provided with expansion bolt, expansion bolt top extends in outside hydraulic static pile pressing machine upper surface.
2. static pressure pile structure according to claim 1, is characterized in that: described piling oil cylinder group base width is greater than piling oil cylinder group width.
3. static pressure pile structure according to claim 1, is characterized in that: the built-in stiffener of described hydraulic static pile pressing machine.
4. static pressure pile structure according to claim 1, is characterized in that: removably connect between described platen and hydraulic static pile pressing machine.
5. static pressure pile structure according to claim 1, is characterized in that: described backstay adopts stretching structure.
CN201510014846.5A 2015-01-13 2015-01-13 Static pressure pile structure Expired - Fee Related CN104612153B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510014846.5A CN104612153B (en) 2015-01-13 2015-01-13 Static pressure pile structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510014846.5A CN104612153B (en) 2015-01-13 2015-01-13 Static pressure pile structure

Publications (2)

Publication Number Publication Date
CN104612153A CN104612153A (en) 2015-05-13
CN104612153B true CN104612153B (en) 2016-03-16

Family

ID=53146781

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510014846.5A Expired - Fee Related CN104612153B (en) 2015-01-13 2015-01-13 Static pressure pile structure

Country Status (1)

Country Link
CN (1) CN104612153B (en)

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60181418A (en) * 1984-02-24 1985-09-17 Hitachi Constr Mach Co Ltd Pressing-in and pulling-off device for pile hammering device
HK1027264A2 (en) * 2000-08-11 2000-12-15 Shu Tong Siu Hydrostatic pressure ramming machine
CN202247881U (en) * 2011-08-04 2012-05-30 吴如军 Static pressure pile structure for anchor group
CN104018503B (en) * 2014-05-08 2016-06-29 武汉华威液压机械有限公司 A kind of major diameter shakes the heavy tube drawing Static pressure pile driver of pipe boring and construction technology
CN204590020U (en) * 2015-01-13 2015-08-26 成都聚智工业设计有限公司 Static pressure pile structure

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Publication number Publication date
CN104612153A (en) 2015-05-13

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Legal Events

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C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C41 Transfer of patent application or patent right or utility model
CB03 Change of inventor or designer information

Inventor after: Fu Yinyou

Inventor after: Fu Xiaomiao

Inventor after: Sun Xiaoqun

Inventor after: Fu Xianyuan

Inventor before: Wen Guodong

COR Change of bibliographic data
TA01 Transfer of patent application right

Effective date of registration: 20160216

Address after: 325105 Zhejiang province Yongjia County Oubei town Twin Towers Road No. 1405

Applicant after: CHENGDU JUZHI INDUSTRIAL DESIGN CO., LTD.

Address before: Jinjiang District Jinhua Road Chengdu City, Sichuan province 610000 section of No. 8 Building 1 11 unit 23 floor No. 2301

Applicant before: CHENGDU JUZHI INDUSTRIAL DESIGN CO., LTD.

C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20180201

Address after: Yongjia Oubei County of Wenzhou City, Zhejiang province 325105 street Twin Towers Road (Xinqiao Village)

Patentee after: Wenzhou Hong Teng Construction Co., Ltd.

Address before: 325105 Zhejiang province Yongjia County Oubei town Twin Towers Road No. 1405

Patentee before: CHENGDU XUNDE TECHNOLOGY CO., LTD.

TR01 Transfer of patent right
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160316

Termination date: 20190113