CN105908739B - The clip pile structure and method of a kind of rigid flexible system - Google Patents

The clip pile structure and method of a kind of rigid flexible system Download PDF

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Publication number
CN105908739B
CN105908739B CN201610239090.9A CN201610239090A CN105908739B CN 105908739 B CN105908739 B CN 105908739B CN 201610239090 A CN201610239090 A CN 201610239090A CN 105908739 B CN105908739 B CN 105908739B
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CN
China
Prior art keywords
component
pile
clip
clip pile
flexible
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Expired - Fee Related
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CN201610239090.9A
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Chinese (zh)
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CN105908739A (en
Inventor
袁昶
符平
程博
胡恩纯
张兵
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CCCC Fourth Harbor Engineering Co Ltd
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No 2 Engineering Co of CCCC Fourth Harbor Engineering Co Ltd
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Priority to CN201610239090.9A priority Critical patent/CN105908739B/en
Publication of CN105908739A publication Critical patent/CN105908739A/en
Application granted granted Critical
Publication of CN105908739B publication Critical patent/CN105908739B/en
Expired - Fee Related legal-status Critical Current
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Classifications

    • 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
    • E02D5/58—Prestressed concrete piles
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/10—Deep foundations
    • E02D27/12—Pile foundations

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (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)
  • Piles And Underground Anchors (AREA)

Abstract

The present invention provides a kind of the clip pile structure and method of rigid flexible system, and the clip pile structure includes：Rigid clip pile component, the rigidity clip pile component are the frame member of clip pile structure；Pile pile component, the pile pile component are arranged among the frame member that the rigid clip pile component is formed；Flexible clip pile component, the flexibility clip pile component are used for connecting tube pile element and rigid clip pile component；Component is tightened, the tightening component is arranged on the flexible clip pile component, for tightening clip pile component.The present invention can effectively solve the problem that the drawbacks of existing clip pile structure does not adapt to harsh weather and hydrology construction environment, entirely clip pile structure is easy for construction flexible, equipment component operating expenses can be saved, node stress can be effectively avoided caused by the harsh weather and hydrological environment between the rigid clip pile component and pile pile component to concentrate and structural fatigue, pilework off normal and deformation are avoided, greatly reduces construction risk.

Description

The clip pile structure and method of a kind of rigid flexible system
Technical field
The present invention relates to the clip pile structure of a kind of clip pile structure, more particularly to a kind of rigid flexible system, and it is related to and includes this The clip pile method of the clip pile structure of rigid flexible system.
Background technology
In piling construction, it is necessary to carry out clip pile construction to pile sinking after piling construction is completed.Current clip pilework is more For single rigid clip pile structure, it is mostly to be rigidly connected that clip pile structure is connected with pile pile, this structure be used in more weather and the hydrology compared with The extraneous load such as good construction environment, total wind-engaging, wave force and flow force influences smaller；If construct weather and hydrology ring Border condition is poor, and under lasting extraneous load action lasting deformation repeatedly will occur for traditional rigid clip pile structure and pile pile, Clip pile structure and pile pile tie point easily produce stress concentration and fatigue rupture, finally become pilework because being rigid connection Big displacement occurs for shape.
The content of the invention
The technical problems to be solved by the invention are to need offer one kind to disclosure satisfy that Different climate and hydrology construction environment Clip pile structure, and provide its corresponding clip pile method.
In this regard, the present invention provides a kind of clip pile structure of rigid flexible system, including：
Rigid clip pile component, the rigidity clip pile component are the frame member of clip pile structure；
Pile pile component, the pile pile component are arranged among the frame member that the rigid clip pile component is formed；
Flexible clip pile component, the flexibility clip pile component are used for connecting tube pile element and rigid clip pile component；
Component is tightened, the tightening component is arranged on the flexible clip pile component, for tightening clip pile component.
Further improvement of the present invention is that the tightening component is flexible tightening component.
Further improvement of the present invention is that the tightening component is connected to the rigid clip pile by flexible clip pile component Component and/or pile pile component.
Further improvement of the present invention is that the rigidity clip pile component designs for splitization.
Further improvement of the present invention is, the rigid clip pile component of the splitization design when mounted by flange, At least one of welding, buckle and lock mode realizes assembly.
Further improvement of the present invention is that the clip pile of the flexibility clip pile component and tightening being integrated of component tightens structure Part.
Further improvement of the present invention is, the integrated clip pile tightening component include the first flexible clip pile component, Second flexible clip pile component and tightening component, the described first flexible clip pile component are connected to second flexibility by tightening component Clip pile component.
Further improvement of the present invention is that the flexibility clip pile component is for metallic cable, cordage and with Flexible Node At least one of connecting rod.
Further improvement of the present invention is that the tightening component is received for turnbuckle class tightening system and/or spool class Tight mechanism.
The present invention also provides a kind of clip pile method of rigid flexible system, the clip pile knot of rigid flexible system as described above is employed Structure, and comprise the following steps：
Step S1, the assembled rigid clip pile component form the frame member of the clip pile structure；
Step S2, installs the flexible clip pile component and tightening component；
Step S3, realizes that the fixation between the rigid clip pile component and pile pile component is spacing by the tightening component.
Compared with prior art, the beneficial effects of the present invention are：The clip pile structure is realized by rigid clip pile component Skeleton structure, overall stiffness is larger；The pile pile component can be subjected to displacement or deform under external force, and be pressed from both sides by flexibility Pile element will deform stress and conduct to the rigid clip pile structure so that rigid clip pile structure plays limiting structure displacement and prevents Metamorphosis；It is flexible connection between the flexibility clip pile component and rigid clip pile component, can effectively cuts down node stress collection Neutralize fatigue rupture caused by repeated structure stress；On this basis, by tightening component by pile pile component, rigid clip pile component And flexible clip pile component tightening can further prevent malformation and off normal into an entirety.
The present invention can effectively solve the problem that the drawbacks of existing clip pile structure does not adapt to harsh weather and hydrology construction environment, whole A clip pile structure it is easy for construction flexibly, equipment component operating expenses can be saved, can effectively be avoided because of harsh weather and water Caused by literary environment it is described rigidity clip pile component and pile pile component between node stress concentrate and structural fatigue, avoid pilework Off normal and deformation, greatly reduce construction risk.
Brief description of the drawings
Fig. 1 is the structure diagram of an embodiment of the present invention；
Fig. 2 is an embodiment of the present invention cross-sectional view.
Embodiment
Below in conjunction with the accompanying drawings, the preferably embodiment of the present invention is described in further detail：
As depicted in figs. 1 and 2, this example provides a kind of clip pile structure of rigid flexible system, including：
Rigid clip pile component 1, the rigidity clip pile component 1 are the frame member of clip pile structure；
Pile pile component 2, the pile pile component 2 are arranged among the frame member that the rigid clip pile component 1 is formed；
Flexible clip pile component 3, the flexibility clip pile component 3 are used for connecting tube pile element 2 and rigid clip pile component 1；
Component 4 is tightened, the tightening component 4 is arranged on the flexible clip pile component 3, for tightening clip pile component.
As shown in Figure 1, the overall structure of the rigidity clip pile component 1 can be with a layer plane structure or multilayer knot Structure or stereoeffect；Its structure can be integrated overall structure, can also be assembled into by multiple primary structural components Overall structure, assembly are not limited to ring flange connection or other connection modes such as bayonet or welding.
Flexible clip pile component 3, can be attached with pile pile component 2 and rigid clip pile component 1 in same level, Can also be that the point-to-point transmission not in the horizontal plane in structure is attached on solid space；Flexible clip pile component 3, pile pile The connection of component 2 and rigid clip pile component 1 is flexible connection, is eliminated under external load effect, pile pile component 2, rigid clip pile structure Column joints deformation brings stress concentration and fatigue rupture between part 1 and flexible 3 this three of clip pile component, and node can be steel wire rope class Flexible material is connected with stake and rigid clip pile structure or draw ring is set on metal pull bar, is pressed from both sides with pile pile component 2 and rigidity Draw ring is hinged on pile element 1, but does not limit to above-mentioned connection mode, as long as flexible clip pile component 3 meets that node is from curved Square load；Flexibility described in flexible clip pile component 3 is relative concept, can be metal pull bar, can be with metal material rope, can To be the Fiber Materials rope such as nylon, above-mentioned material is not limited to, as long as node can be met for flexible connection.
The tightening component 4 act as tightening flexible clip pile component 3, makes rigid clip pile component 1, flexible clip pile component 3 An entirety is formed between pile pile component 2；Instrument of the component 4 for the flexible clip pile component 3 of tightening is tightened, if flexible clip pile structure Part 3 is metal pull bar class formation, can use turnbuckle class tightening system, change two draw ring distance by screw thread, reach To the purpose tightened and loosened；If flexible clip pile component 3 is steel wire rope class formation, spool class tightening system can be used, is led to Cross roller bearing and be involved in steel wire rope to adjust rope capacity, reach tightening and loosen purpose.Described above-mentioned tightening component 4 is excellent The structure of choosing, but do not limit to said structure, it convenient and efficient can reach tightening purpose.
Therefore, it is preferably flexible tightening component 4 that component 4 is tightened described in this example；The tightening component 4 passes through flexible clip pile structure Part 3 is connected to the rigid clip pile component 1 and/or pile pile component 2；The rigidity clip pile component 1 is preferably splitization design；Institute The rigid clip pile component 1 for stating splitization design is realized by least one of flange, welding, buckle and lock mode when mounted It is assembled；The clip pile tightening component 4 of the flexibility clip pile component 3 and tightening 4 being integrated of component, i.e., described integrated clip pile are received Tight component 4 includes the first flexible the 3, second flexibility clip pile of clip pile component component 3 and tightening component 4, the described first flexible clip pile structure Part 3 is connected to the described second flexible clip pile component 3 by tightening component 4.
Flexible clip pile component 3 described in this example is metallic cable, at least one in cordage and connecting rod with Flexible Node Kind；Correspondingly, the tightening component 4 is turnbuckle class tightening system and/or spool class tightening system.
This example also provides a kind of clip pile method of rigid flexible system, employs the clip pile structure of rigid flexible system as described above, And comprise the following steps：
Step S1, the assembled rigid clip pile component 1 form the frame member of the clip pile structure；
Step S2, installs the flexible clip pile component 3 and tightening component 4；
Step S3, the fixed limit between the rigid clip pile component 1 and pile pile component 2 is realized by the tightening component 4 Position.
This example realizes the skeleton structure of the clip pile structure by rigid clip pile component 1, and overall stiffness is larger；The pile pile Component 2 can be subjected to displacement or deform under external force, and be conducted by flexible clip pile component 3 by stress is deformed to the rigidity Clip pile structure so that rigid clip pile structure plays limiting structure displacement and prevents metamorphosis；The flexibility clip pile component 3 with just Property clip pile component 1 between for flexible connection, can effectively cutting down node stress collection, to neutralize fatigue caused by repeated structure stress broken It is bad；On this basis, pile pile component 2, rigid clip pile component 1 and flexible clip pile component 3 are tightened into one by tightening component 4 A entirety, can further prevent malformation and off normal.
This example can effectively solve the problem that the drawbacks of existing clip pile structure does not adapt to harsh weather and hydrology construction environment, entirely Clip pile structure it is easy for construction flexibly, equipment component operating expenses can be saved, can effectively be avoided because of harsh weather and the hydrology Node stress is concentrated and structural fatigue between the rigidity clip pile component 1 and pile pile component 2 caused by environment, avoids pilework Off normal and deformation, greatly reduce construction risk.
Above content is that a further detailed description of the present invention in conjunction with specific preferred embodiments, it is impossible to is assert The specific implementation of the present invention is confined to these explanations.For general technical staff of the technical field of the invention, On the premise of not departing from present inventive concept, some simple deduction or replace can also be made, should all be considered as belonging to the present invention's Protection domain.

Claims (10)

  1. A kind of 1. clip pile structure of rigid flexible system, it is characterised in that including：
    Rigid clip pile component, the rigidity clip pile component are the frame member of clip pile structure；
    Pile pile component, the pile pile component are arranged among the frame member that the rigid clip pile component is formed；
    Flexible clip pile component, the flexibility clip pile component are used for connecting tube pile element and rigid clip pile component；
    Component is tightened, the tightening component is arranged on the flexible clip pile component, for tightening clip pile component.
  2. 2. the clip pile structure of rigid flexible system according to claim 1, it is characterised in that the tightening component is tightened to be flexible Component.
  3. 3. the clip pile structure of rigid flexible system according to claim 1, it is characterised in that the tightening component is pressed from both sides by flexibility Pile element is connected between the rigid clip pile component and pile pile component, or, the tightening component is connected by flexible clip pile component It is connected between the pile pile component and pile pile component.
  4. 4. the clip pile structure of the rigid flexible system according to claims 1 to 3 any one, it is characterised in that the rigidity folder Pile element designs for splitization.
  5. 5. the clip pile structure of rigid flexible system according to claim 4, it is characterised in that the rigidity folder of the splitization design Pile element realizes assembly by least one of flange, welding, buckle and lock mode when mounted.
  6. 6. the clip pile structure of the rigid flexible system according to claims 1 to 3 any one, it is characterised in that the flexible folder The clip pile tightening component of pile element and tightening being integrated of component.
  7. 7. the clip pile structure of rigid flexible system according to claim 6, it is characterised in that the integrated clip pile tightening structure Part includes the first flexible clip pile component, the second flexible clip pile component and tightening component, and the described first flexible clip pile component passes through receipts Tight component is connected to the described second flexible clip pile component.
  8. 8. the clip pile structure of the rigid flexible system according to claims 1 to 3 any one, it is characterised in that the flexible folder Pile element is at least one of metallic cable, cordage and connecting rod with Flexible Node.
  9. 9. the clip pile structure of the rigid flexible system according to claims 1 to 3 any one, it is characterised in that the tightening structure Part is turnbuckle class tightening system and/or spool class tightening system.
  10. 10. a kind of clip pile method of rigid flexible system, it is characterised in that employ firm as described in claim 1 to 9 any one The clip pile structure of soft combination, and comprise the following steps：
    Step S1, the assembled rigid clip pile component form the frame member of the clip pile structure；
    Step S2, installs the flexible clip pile component and tightening component；
    Step S3, realizes that the fixation between the rigid clip pile component and pile pile component is spacing by the tightening component.
CN201610239090.9A 2016-04-15 2016-04-15 The clip pile structure and method of a kind of rigid flexible system Expired - Fee Related CN105908739B (en)

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Application Number Priority Date Filing Date Title
CN201610239090.9A CN105908739B (en) 2016-04-15 2016-04-15 The clip pile structure and method of a kind of rigid flexible system

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Application Number Priority Date Filing Date Title
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CN105908739B true CN105908739B (en) 2018-05-15

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Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109826195B (en) * 2019-01-03 2020-08-28 中交二航局第四工程有限公司 Pile clamping and cutting integrated tool for offshore steel inclined piles

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000096582A (en) * 1998-09-17 2000-04-04 Kouchi Marutaka:Kk Pile pier execution method and pile pier structure
JP2008014083A (en) * 2006-07-07 2008-01-24 Nippon Ps:Kk Construction method of pier
JP2008215031A (en) * 2007-03-07 2008-09-18 Daichi Maintenance Kk Scaffolding construction method
CN202416249U (en) * 2011-12-26 2012-09-05 华北水利水电学院 Waste tire tiled combined prestress net sheet and waste tire vertical combined prestress net sheet

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000096582A (en) * 1998-09-17 2000-04-04 Kouchi Marutaka:Kk Pile pier execution method and pile pier structure
JP2008014083A (en) * 2006-07-07 2008-01-24 Nippon Ps:Kk Construction method of pier
JP2008215031A (en) * 2007-03-07 2008-09-18 Daichi Maintenance Kk Scaffolding construction method
CN202416249U (en) * 2011-12-26 2012-09-05 华北水利水电学院 Waste tire tiled combined prestress net sheet and waste tire vertical combined prestress net sheet

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Effective date of registration: 20190124

Address after: 510290 Guangzhou City Haizhu District Lijiao Road 368 Guangzhou Window Headquarters Building

Patentee after: CCCC Fourth Harbor Engineering Co.,Ltd.

Address before: 510231 No. 163 Qianjin Road, Haizhu District, Guangzhou City, Guangdong Province

Patentee before: The Second Engineering Company of CCCC Fourth Harbor Engineering Co.,Ltd.

CF01 Termination of patent right due to non-payment of annual fee
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Granted publication date: 20180515