CN204753588U - Narrow and small space static pressure pile driving construction pile frame of basement - Google Patents

Narrow and small space static pressure pile driving construction pile frame of basement Download PDF

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Publication number
CN204753588U
CN204753588U CN201520443295.XU CN201520443295U CN204753588U CN 204753588 U CN204753588 U CN 204753588U CN 201520443295 U CN201520443295 U CN 201520443295U CN 204753588 U CN204753588 U CN 204753588U
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CN
China
Prior art keywords
pile
basement
frame
static pressure
small space
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
CN201520443295.XU
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Chinese (zh)
Inventor
赵东平
谭信荣
喻渝
李奎
郑小艳
徐骏
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.)
China Railway Eryuan Engineering Group Co Ltd CREEC
Original Assignee
China Railway Eryuan Engineering Group Co Ltd CREEC
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
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Priority to CN201520443295.XU priority Critical patent/CN204753588U/en
Application granted granted Critical
Publication of CN204753588U publication Critical patent/CN204753588U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a narrow and small space static pressure pile driving construction pile frame of basement to satisfy the requirement of static pressure pile driving construction in the narrow and small space of basement, easy operation moreover, construction convenience, and be favorable to sparingly engineering cost. It sets up on the reaction frame and to follow its vertical gliding girder including the fixed planer -type supporter that comprises pile frame girder, reaction frame that sets up between basement roof, basement bottom plate, and the girder is connected with the hoist of fixed setting on the pile frame girder, and the pile cutoff top sets up the steel margin, sets up the jack between steel margin and the girder.

Description

A kind of basement small space construction of Static Pressure Pile pile frame
Technical field
The utility model relates to construction of Static Pressure Pile equipment, is particularly a kind ofly applicable to the construction pile frame performing static pressed pile in basement small space.
Background technology
Construction of Static Pressure Pile have noiselessness, friction, without advantages such as impact forces, be widely used in the construction in the intensive place of urban population, along with the fast development of city underground engineering, the demand of construction of Static Pressure Pile constantly increases, construction of Static Pressure Pile environment is day by day complicated, proposes new requirement to construction of Static Pressure Pile pile frame and technique.
During the indoor construction static pressed pile of underground, due to the restriction of working space, common static pressed pile pile frame can not use, and needs to improve construction pile frame according to on-site actual situations.
Utility model content
The technical problems to be solved in the utility model is a kind of basement small space construction of Static Pressure Pile pile frame, to meet the requirement of construction of Static Pressure Pile in basement small space, and also simple to operate, easy construction, and be conducive to saving construction costs.
It is as follows that the utility model solves the technical scheme that its technical problem adopts:
A kind of basement small space of the utility model construction of Static Pressure Pile pile frame, it is characterized in that: it comprises the planer-type supporter be made up of pile frame crossbeam, reaction frame be fixedly installed between basement roof, basement bottom board, reaction frame is arranged the crossbeam that vertically can slide along it, crossbeam is connected with the hoist crane be fixedly installed on pile frame crossbeam, pile cutoff top arranges steel margin, arranges jack between steel margin and crossbeam.
The beneficial effects of the utility model are, solve construction of Static Pressure Pile problem in basement small space, and simple to operate, easy construction, and are conducive to saving construction costs.
Accompanying drawing explanation
This manual comprises as next width accompanying drawing:
Fig. 1 is the structural representation of a kind of basement small space of the utility model construction of Static Pressure Pile pile frame;
Position shown in figure, component and corresponding mark: pile frame crossbeam 1, crossbeam 2, jack 3, steel margin 4, pile cutoff 5, hoist crane 6, reaction frame 7, anchor pole 8, basement roof 11, basement bottom board 12.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is further illustrated.
With reference to Fig. 1, a kind of basement small space construction of Static Pressure Pile pile frame of the present utility model comprises the planer-type supporter be made up of pile frame crossbeam 1, reaction frame 7 be fixedly installed between basement roof 11, basement bottom board 12, reaction frame 7 is arranged the crossbeam 2 that vertically can slide along it, crossbeam 2 is connected with the hoist crane 6 be fixedly installed on pile frame crossbeam 1, pile cutoff 5 top arranges steel margin 4, arranges jack 3 between steel margin 4 and crossbeam 2.The bottom of described reaction frame 7 is by anchor pole 8 and basement bottom board 12 anchor connection.
With reference to Fig. 1, the height of reaction frame 7 is determined according to working space, by anchor pole 8 by reaction frame 7 anchoring, by hoist crane 6 crossbeam 2 sling and be fixed on higher initial position, then with hoist crane 6 pile cutoff 5 sling hold up directly in place, after checking that stake position meets designing requirement, use jack 3 to apply pressure and carry out piling, highly constantly pile cutoff 5 to projected depth is pressed into by reducing crossbeam 2, crossbeam 2 to be sling the new pile cutoff 5 of access by hoist crane 6 again, repeatedly carry out piling and pile extension until whole pile reaches design length.
A kind of basement small space construction of Static Pressure Pile pile frame of the present utility model is successfully applied to pile foundation underpinning construction during Shanghai Underground No. 13 line Longdes road ~ Wuning way station running tunnel Xia Chuantianfu mansion by applicant.This project construction of Static Pressure Pile mainly faces the difficult problems such as working space is narrow and small, and neighboring buildings is intensive, features as poor geologic condition, and environmental protection requirement is high.By the application of a kind of basement small space of the utility model construction of Static Pressure Pile pile frame, successfully achieve that mansion pile foundation is passive to be underpined.In construction, each building distortion index is all in control range, does not affect the structural safety of surrounding building and normally uses, achieving to high-quality the pile foundation underpinning of Tian Fu mansion, and reduce construction cost significantly, accelerate construction progress.
The above is just by some principles of diagram a kind of basement small space construction of Static Pressure Pile pile frame of the present utility model, be not the utility model to be confined to shown in and in described concrete structure and the scope of application, therefore every corresponding modify of being likely utilized and equivalent, all belong to the scope of the claims that the utility model is applied for.

Claims (2)

1. a basement small space construction of Static Pressure Pile pile frame, it is characterized in that: it comprises and is fixedly installed on basement roof (11), between basement bottom board (12) by pile frame crossbeam (1), the planer-type supporter that reaction frame (7) is formed, reaction frame (7) is upper arranges the crossbeam (2) that vertically can slide along it, crossbeam (2) is connected with the hoist crane (6) be fixedly installed on pile frame crossbeam (1), pile cutoff (5) top arranges steel margin (4), jack (3) is set between steel margin (4) and crossbeam (2).
2. a kind of basement small space construction of Static Pressure Pile pile frame as claimed in claim 1, is characterized in that: the bottom of described reaction frame (7) is by anchor pole (8) and basement bottom board (12) anchor connection.
CN201520443295.XU 2015-06-25 2015-06-25 Narrow and small space static pressure pile driving construction pile frame of basement Expired - Fee Related CN204753588U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520443295.XU CN204753588U (en) 2015-06-25 2015-06-25 Narrow and small space static pressure pile driving construction pile frame of basement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520443295.XU CN204753588U (en) 2015-06-25 2015-06-25 Narrow and small space static pressure pile driving construction pile frame of basement

Publications (1)

Publication Number Publication Date
CN204753588U true CN204753588U (en) 2015-11-11

Family

ID=54468314

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520443295.XU Expired - Fee Related CN204753588U (en) 2015-06-25 2015-06-25 Narrow and small space static pressure pile driving construction pile frame of basement

Country Status (1)

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CN (1) CN204753588U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105464115A (en) * 2015-12-23 2016-04-06 江苏鼎达建筑新技术有限公司 Anchor rod static pressure pile counterforce device and construction method thereof
CN105735316A (en) * 2016-05-10 2016-07-06 郑州长建工程技术开发有限公司 Automatic reciprocating type static pressure steel pipe pile machine
CN107044123A (en) * 2017-03-17 2017-08-15 岩土科技股份有限公司 A kind of construction static pressed pile device and the method using the device piling

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105464115A (en) * 2015-12-23 2016-04-06 江苏鼎达建筑新技术有限公司 Anchor rod static pressure pile counterforce device and construction method thereof
CN105735316A (en) * 2016-05-10 2016-07-06 郑州长建工程技术开发有限公司 Automatic reciprocating type static pressure steel pipe pile machine
CN105735316B (en) * 2016-05-10 2017-07-04 郑州长建工程技术开发有限公司 A kind of automatic reciprocating type static pressure steel-pipe pile machine
CN107044123A (en) * 2017-03-17 2017-08-15 岩土科技股份有限公司 A kind of construction static pressed pile device and the method using the device piling
CN107044123B (en) * 2017-03-17 2019-02-01 岩土科技股份有限公司 A kind of construction static pressed pile device and the method using the device piling

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

Granted publication date: 20151111