CN202416321U - Simple guide frame for vibratory pile sinking construction in shallow water - Google Patents

Simple guide frame for vibratory pile sinking construction in shallow water Download PDF

Info

Publication number
CN202416321U
CN202416321U CN2012200034396U CN201220003439U CN202416321U CN 202416321 U CN202416321 U CN 202416321U CN 2012200034396 U CN2012200034396 U CN 2012200034396U CN 201220003439 U CN201220003439 U CN 201220003439U CN 202416321 U CN202416321 U CN 202416321U
Authority
CN
China
Prior art keywords
steel pipe
pipe pile
guide frame
bracket
construction
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
CN2012200034396U
Other languages
Chinese (zh)
Inventor
王修强
黎丁
程海东
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.)
GUANGDONG ZHONGJIANG ENGINEERING CONSTRUCTION CO LTD
Original Assignee
GUANGDONG ZHONGJIANG ENGINEERING CONSTRUCTION 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 GUANGDONG ZHONGJIANG ENGINEERING CONSTRUCTION CO LTD filed Critical GUANGDONG ZHONGJIANG ENGINEERING CONSTRUCTION CO LTD
Priority to CN2012200034396U priority Critical patent/CN202416321U/en
Application granted granted Critical
Publication of CN202416321U publication Critical patent/CN202416321U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Abstract

The utility model discloses a simple guide frame for vibratory pile sinking construction in shallow water, belongs to a building construction facility and aims to meet the requirement on positioning precision during vibratory steel tube pile sinking construction in the shallow water. The simple guide frame comprises peripheral steel tube piles, brackets, I-shaped steel, rectangular frames and designed steel tube piles. According to the simple guide frame, the vibratory steel tube pile sinking construction is simple, and steel tube piles can be quickly and accurately positioned. Besides, the guide frame can be simply assembled, conveniently disassembled and used for multiple times, and guide frame materials can be used for other purposes after the construction is completed.

Description

Simple and easy leading truck is used in the pile vibrosinking construction in a kind of shallow water
Technical field
The utility model relates to a kind of steel pipe pile leading truck, refers to a kind of simple and easy leading truck that adopts when pile vibrosinking is constructed in shallow water especially.
Background technology
When in the more shallow river of the depth of water, building bridge; The bridge that has adopts steel pipe pile as the basis or directly as pier stud; Steel pipe pile adopts vibrosinking to construct usually, and the positioning accuracy of steel pipe pile and verticality need satisfy standard direction across bridge 5cm, indulge the requirement of bridge to 4cm, verticality 1%.Moor a boat because of shallow water is medium-and-large-sized and can't sail into usually; Can only adopt with small-sized boat-carrying loop wheel machine and carry out pile vibrosinking construction in the water; Receive the influence of small-sized boat-carrying loop wheel machine stability; Adopt the accurate leading truck of customization to carry out the location of steel pipe pile, the positioning accuracy request that injection is difficult to satisfy steel pipe pile on the contrary, and the leading truck of custom precision need regular hour and cost.
The utility model content
The purpose of the utility model is to provide in a kind of shallow water the pile vibrosinking construction use simple and easy leading truck, can make carry out in the shallow water steel pipe pile pile vibrosinking construct simply, fast, accurately in place.This simple and easy leading truck assembling is simple, convenient disassembly, and can be repeatedly used, the leading truck material can also all be used for different purpose after construction finished.
To achieve these goals, take aforementioned simple and easy leading truck, it comprises like lower component: peripheral steel pipe pile, bracket, i iron, rectangle frame and design steel pipe pile;
Described peripheral steel pipe pile is four, rectangular be distributed in the design steel pipe pile around;
Described bracket is welded on the inboard of four peripheral steel pipe piles, and bracket has four, four height such as bracket;
Described i iron is two, and two i iron are lifted on the axis direction of bracket respectively, and the every long 8-12m of i iron is fixing with the bracket welding;
Described rectangle frame is welded on the i iron, and the rectangle frame inboard is directly to the big 4cm of clear distance ratio design steel pipe pile external diameter.
Preferably, the center fore-and-aft distance of described two peripheral steel pipe piles is 6-9m, and lateral separation is 2-3m.
The utlity model has following advantage: make full use of the vertical exciting force with vibrating hammer of steel pipe pile deadweight and make the steel pipe pile vertical vibration in place, verticality satisfies 1% code requirement; The inboard cross centre line four direction in rectangle frame four limits is controlled in the 2cm apart from the steel pipe pile outward flange, and the steel pipe pile injection finishes and satisfies direction across bridge 5cm, the vertical bridge required precision to 4cm after in place fully; Leading truck assembling, convenient disassembly, quick, and can be repeatedly used; The leading truck material can all reclaim and use for different purpose after engineering construction finished.
Description of drawings
Fig. 1 is that pile vibrosinking is constructed with simple and easy leading truck floor map in a kind of shallow water of the utility model.
In the drawings, 1 is peripheral steel pipe pile, and 2 is bracket, and 3 is i iron, and 4 is rectangle frame, and 5 are the design steel pipe pile.
Fig. 2 is that pile vibrosinking is constructed with simple and easy leading truck elevational schematic view in a kind of shallow water of the utility model.
Fig. 3 is the Zoom Side elevational schematic view of A part among Fig. 1.
The specific embodiment
Below in conjunction with accompanying drawing, further describe the utility model through specific embodiment, but the utility model is not limited only to following examples.In the scope of the utility model or in the content that does not break away from the utility model, spirit and scope; The described a kind of simple and easy leading truck of the utility model is carried out to reduced scale or expansion, suitably improves, replaces the structure of building block and/or the annexation between the building block; Will become apparent to those skilled in the art that they all are regarded as is included within the utility model scope.
Extremely shown in Figure 3 like Fig. 1; The simple and easy leading truck of the utility model comprises four peripheral steel pipe piles 1; Every steel pipe pile adopts vibrosinking to sink to the korneforos; Four steel pipe piles are roughly rectangular be distributed in design steel pipe pile 5 around, the about 6-9m of center fore-and-aft distance of two peripheral steel pipe piles 1, the about 2-3m of lateral separation.
To shown in Figure 3, the quadrantal (spherical) triangle steel plate is welded as bracket 2 in the inboard of four peripheral steel pipe piles 1 respectively in the absolute altitude position about the following 0.5m of top mark height of design steel pipe pile 5 like Fig. 1, and it is high to require bracket 2 roughly to wait.
To shown in Figure 3, respectively lift two piece i iron 3 at bracket 2 upper edge axis directions like Fig. 1, every i iron 3 is about 8-12m, and is fixing with bracket 2 welding.
Like Fig. 1, shown in Figure 2, measure design steel pipe pile 5 centers with total powerstation, on i iron 3, be welded with the rectangle frame 4 that shaped steel is formed, require rectangle frame 4 inboards directly about clear distance is than the big 4cm of design steel pipe pile 5 external diameters.
Picking up design steel pipe pile 5 with boat-carrying loop wheel machine lifting vibrating hammer slowly is inserted in the rectangle frame 4; The deadweight that makes full use of design steel pipe pile 5 is fallen on the riverbed steel pipe pile; Measure the verticality that designs steel pipe pile 5 with two plumb bobs respectively in vertical direction, mix up direction, and start vibrating hammer injection design steel pipe pile 5 after accurately aiming at the position, design centre; Stop hammer after reaching designing requirement, carry out the construction of next design steel pipe pile 5.
After the design steel pipe pile 5 that can set finish, the interim connection with oxygen-acetylene blows disconnected leading truck was transferred to the next position, and the assembling continued designs the construction of steel pipe pile 5.
The utility model makes full use of the vertical exciting force with vibrating hammer of steel pipe pile deadweight makes the steel pipe pile vertical vibration in place; Verticality satisfies 1% code requirement; The steel pipe pile injection finishes and satisfies direction across bridge 5cm, the vertical bridge required precision to 4cm after in place fully; Leading truck assembling, convenient disassembly, quick, and can be repeatedly used, the leading truck material can all reclaim and use for different purpose after engineering construction finished.

Claims (2)

1. simple and easy leading truck is used in the pile vibrosinking construction in the shallow water, it is characterized in that it comprises like lower component: peripheral steel pipe pile, bracket, i iron, rectangle frame and design steel pipe pile;
Described peripheral steel pipe pile is four, rectangular be distributed in the design steel pipe pile around;
Described bracket is welded on the inboard of four peripheral steel pipe piles, and bracket has four, four height such as bracket;
Described i iron is two, and two i iron are lifted on the axis direction of bracket respectively, and the every long 8-12m of i iron is fixing with the bracket welding;
Described rectangle frame is welded on the i iron, and the rectangle frame inboard is directly to the big 4cm of clear distance ratio design steel pipe pile external diameter.
2. simple and easy leading truck is used in the pile vibrosinking construction in a kind of shallow water as claimed in claim 1, it is characterized in that the center fore-and-aft distance of two peripheral steel pipe piles is 6-9m, and lateral separation is 2-3m.
CN2012200034396U 2012-01-04 2012-01-04 Simple guide frame for vibratory pile sinking construction in shallow water Expired - Fee Related CN202416321U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012200034396U CN202416321U (en) 2012-01-04 2012-01-04 Simple guide frame for vibratory pile sinking construction in shallow water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2012200034396U CN202416321U (en) 2012-01-04 2012-01-04 Simple guide frame for vibratory pile sinking construction in shallow water

Publications (1)

Publication Number Publication Date
CN202416321U true CN202416321U (en) 2012-09-05

Family

ID=46741100

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2012200034396U Expired - Fee Related CN202416321U (en) 2012-01-04 2012-01-04 Simple guide frame for vibratory pile sinking construction in shallow water

Country Status (1)

Country Link
CN (1) CN202416321U (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104746510A (en) * 2015-03-24 2015-07-01 浙江省长城建设集团有限公司 Profile steel insertion positioning device and construction method thereof
CN104929127A (en) * 2015-06-19 2015-09-23 中建海峡建设发展有限公司 Section steel positioning clip
CN106545014A (en) * 2016-11-07 2017-03-29 金陵科技学院 A kind of many pile-type, assembled pile sinking verticality control device
CN107476304A (en) * 2016-06-08 2017-12-15 宜兴市周铁镇生力钻探机械厂 A kind of I-shaped concrete prefabricated board sunk pile method
CN108611995A (en) * 2018-06-08 2018-10-02 厦门理工学院 A kind of method and device carrying out rapid reinforcement reinforcement to impaired single pile Single column pier
CN112227379A (en) * 2020-09-02 2021-01-15 浙江中正岩土技术有限公司 Construction method of high-water-level sand bed rigid-flexible combined pile full-section waterproof curtain
CN113955024A (en) * 2021-10-08 2022-01-21 中交路桥华南工程有限公司 Single barge type pile planting system

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104746510A (en) * 2015-03-24 2015-07-01 浙江省长城建设集团有限公司 Profile steel insertion positioning device and construction method thereof
CN104746510B (en) * 2015-03-24 2016-08-24 浙江省长城建设集团有限公司 A kind of shaped steel inserts positioner and construction method thereof
CN104929127A (en) * 2015-06-19 2015-09-23 中建海峡建设发展有限公司 Section steel positioning clip
CN107476304A (en) * 2016-06-08 2017-12-15 宜兴市周铁镇生力钻探机械厂 A kind of I-shaped concrete prefabricated board sunk pile method
CN106545014A (en) * 2016-11-07 2017-03-29 金陵科技学院 A kind of many pile-type, assembled pile sinking verticality control device
CN106545014B (en) * 2016-11-07 2018-08-21 金陵科技学院 A kind of more pile-type, assembled pile sinking verticality control device
CN108611995A (en) * 2018-06-08 2018-10-02 厦门理工学院 A kind of method and device carrying out rapid reinforcement reinforcement to impaired single pile Single column pier
CN112227379A (en) * 2020-09-02 2021-01-15 浙江中正岩土技术有限公司 Construction method of high-water-level sand bed rigid-flexible combined pile full-section waterproof curtain
CN113955024A (en) * 2021-10-08 2022-01-21 中交路桥华南工程有限公司 Single barge type pile planting system

Similar Documents

Publication Publication Date Title
CN202416321U (en) Simple guide frame for vibratory pile sinking construction in shallow water
CN102767176A (en) Hoisting positioning construction method of pile foundation steel reinforcement cage
CN102587374B (en) Perpendicularity control process for single-tubular-pile foundation of offshore intertidal wind farm
CN202866304U (en) Reverse-building-method steel pipe column bottom locating device
CN201891081U (en) Steel hanging box concrete bottom plate used in boxed cofferdam construction
CN205808417U (en) A kind of vertical detection device of building template
CN204040081U (en) Cast-in-place pile concrete conduit buried depth monitoring device
CN202214735U (en) Pedestal anchor bolt positioning tool for shallow foundation
CN208650087U (en) Steel pipe column fast-positioning device for contrary sequence method
CN103047957A (en) Verticality measuring instrument for formwork installation work
CN103061454A (en) Locating method of installing concrete filled steel tubular column in underground deep hole
CN112095485A (en) Bridge stay cable anchor cylinder pre-embedded positioning device and using method thereof
CN202266034U (en) Fixing device for anchor bolts of embedded type diamond combined steel and concrete column feet
CN209839666U (en) Low-temperature storage tank
CN203889005U (en) Water monitoring buoy balancing device
CN203834492U (en) Major diameter round steel sheet pile cofferdam in water
CN205476528U (en) Precast pile device of taking one's place fast
CN206847612U (en) A kind of miniature tide register erecting device of offshore
CN205576758U (en) System is prevent wind in regional large -span cable -stay bridge steel case beam length cantilevered erection construction of strong typhoon
CN105040992A (en) Reverse inverted-insertion type construction method for structural steel columns
CN212477455U (en) Pre-buried positioner of bridge suspension cable anchor cylinder
CN203893846U (en) Pier stud perpendicularity measuring instrument
CN104006798A (en) Measuring instrument for perpendicularity of pier column
CN202865849U (en) Counter-guiding control device for one-column-one-pile perpendicularity in frame reverse building method
CN204715362U (en) A kind of deep foundation ditch embedded column base bracing frame

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C53 Correction of patent for invention or patent application
C56 Change in the name or address of the patentee
CB03 Change of inventor or designer information

Inventor after: Xing Zhigang

Inventor after: Hui Zhongping

Inventor after: Zhu Yuehong

Inventor after: Xing Zhiyong

Inventor after: Luo Haihan

Inventor after: Wang Xiuqiang

Inventor after: Liu Guolin

Inventor after: Cheng Haidong

Inventor after: Teng Qiang

Inventor after: Zhou Changxun

Inventor after: Mei Yufeng

Inventor before: Wang Xiuqiang

Inventor before: Li Ding

Inventor before: Cheng Haidong

COR Change of bibliographic data

Free format text: CORRECT: INVENTOR; FROM: WANG XIUQIANG LI DING CHENG HAIDONG TO: XING ZHIGANG XING ZHIYONG LUO HAIHAN WANG XIUQIANG LIU GUOLIN CHENG HAIDONG TENG QIANG ZHOU CHANGXUN MEI YUFENG GUI ZHONGPING ZHU YUEHONG

CP02 Change in the address of a patent holder

Address after: 510470, building 27, R & F Center, Huaxia Road, Tianhe District, Guangdong, Guangzhou 10, China

Patentee after: Guangdong Zhongjiang Engineering Construction Co.,Ltd.

Address before: 510623, Guangzhou, Guangdong province Tianhe District Zhujiang New Town 10 Huaxia Road, R & F Center, 27 floor

Patentee before: Guangdong Zhongjiang Engineering Construction Co.,Ltd.

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

Granted publication date: 20120905

Termination date: 20170104

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