CN203514338U - Tower crane foundation - Google Patents

Tower crane foundation Download PDF

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Publication number
CN203514338U
CN203514338U CN201320602077.7U CN201320602077U CN203514338U CN 203514338 U CN203514338 U CN 203514338U CN 201320602077 U CN201320602077 U CN 201320602077U CN 203514338 U CN203514338 U CN 203514338U
Authority
CN
China
Prior art keywords
platform
tower crane
laced
compression member
sensation
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
CN201320602077.7U
Other languages
Chinese (zh)
Inventor
莫秀文
陆佳
何洋
戴名达
蒋国倩
杨文平
朱士翔
胡俊
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.)
ZHEJIANG BAOSHA CONSTRUCTION Co Ltd
Original Assignee
ZHEJIANG BAOSHA 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 ZHEJIANG BAOSHA CONSTRUCTION Co Ltd filed Critical ZHEJIANG BAOSHA CONSTRUCTION Co Ltd
Priority to CN201320602077.7U priority Critical patent/CN203514338U/en
Application granted granted Critical
Publication of CN203514338U publication Critical patent/CN203514338U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a tower crane foundation comprising six bored filling piles, six lattice type steel columns, a first platform and a second platform, wherein the six bored filling piles are embedded into the ground, the first platform is arranged at the top ends of the six bored filling piles in a matched mode, the six lattice type steel columns are inserted into the bored filling piles respectively, reinforced steel plates are welded between the first platform and the lattice type steel columns, the second platform is welded to the top ends of the six lattice type steel columns, and a tower crane is installed on the second platform. The tower crane foundation is convenient and rapid to install, and can be recycled after a project is completed.

Description

A kind of tower crane
Technical field
The utility model relates to tower crane technical field for building, relates in particular to a kind of foundation structure of tower crane.
Background technology
In tower crane construction technology of the prior art, mostly adopt the tower crane of reinforced concrete structure, its advantage is that construction technology is ripe, reliability is high, but tower crane engineering is large owing to building, tower crane needs maintenance a period of time to reach design strength requirement, often takies other operations duration, and the tower crane of building can not reuse, the rear very difficult processing of sometimes even having constructed.
Utility model content
The utility model object is to overcome above-mentioned the deficiencies in the prior art, provides a kind of Fast Installation to use, and the tower crane of recoverable.
The technical solution of the utility model is: a kind of tower crane, comprise six roots of sensation bored pile, six roots of sensation laced of battened compression member, the first platform and the second platform, described six roots of sensation bored pile is imbedded Bing top, ground and is equipped with the first platform, six roots of sensation laced of battened compression member is inserted in respectively in bored pile, between each adjacent laced of battened compression member, be equipped with lateral pipe, between the first described platform and laced of battened compression member, be also welded with reinforcement steel plate, six roots of sensation laced of battened compression member top is welded with the second platform, and the second platform is installed tower crane.
The first described platform is a monoblock steel plate, is reserved with laced of battened compression member patchhole on the first platform.
The beneficial effects of the utility model are: adopt such structure, only each parts need be assembled and can be constructed by the position designing and underlying parameter, short construction period, base integral is lightly firm, and after construction finishes, basis being split is recoverable again.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of the utility model the first platform.
In figure: bored pile 1, laced of battened compression member 2, the first platform 3, the second platform 4, lateral pipe 5, reinforcement steel plate 6, tower crane 7, laced of battened compression member patchhole 31.
The specific embodiment
Below by embodiment, and by reference to the accompanying drawings, the technical solution of the utility model is described in further detail.
Fig. 1 is structural representation of the present utility model, Fig. 2 is the structural representation of the utility model the first platform, shown in Fig. 1 and Fig. 2, a kind of tower crane, comprise six roots of sensation bored pile 1, six roots of sensation laced of battened compression member 2, the first platform 3 and the second platform 4, described six roots of sensation bored pile 1 is imbedded Bing top, ground and is equipped with the first platform 3, six roots of sensation laced of battened compression member 2 is inserted in respectively in bored pile 1, between each adjacent laced of battened compression member 2, be equipped with lateral pipe 5, between the first described platform 3 and laced of battened compression member 2, be also welded with and strengthen steel plate 6, six roots of sensation laced of battened compression member 2 tops are welded with the second platform 4, the second platform 4 is installed tower crane 7, the first described platform 3 is a monoblock steel plate, on the first platform 3, be reserved with laced of battened compression member patchhole 31, adopt such structure, only each parts need be assembled and can be constructed by the position designing and underlying parameter, short construction period, base integral is lightly firm, and after construction finishes, basis being split is recoverable again.

Claims (2)

1. a tower crane, it is characterized in that: comprise six roots of sensation bored pile (1), six roots of sensation laced of battened compression member (2), the first platform (3) and the second platform (4), described six roots of sensation bored pile (1) is imbedded Bing top, ground and is equipped with the first platform (3), six roots of sensation laced of battened compression member (2) is inserted in respectively in bored pile (1), between each adjacent laced of battened compression member (2), be equipped with lateral pipe (5), between described the first platform (3) and laced of battened compression member (2), be also welded with and strengthen steel plate (6), six roots of sensation laced of battened compression member (2) top is welded with the second platform (4), the second platform (4) is installed tower crane (7).
2. a kind of tower crane according to claim 1, is characterized in that: described the first platform (3) is a monoblock steel plate, is reserved with laced of battened compression member patchhole (31) on the first platform (3).
CN201320602077.7U 2013-09-27 2013-09-27 Tower crane foundation Expired - Fee Related CN203514338U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320602077.7U CN203514338U (en) 2013-09-27 2013-09-27 Tower crane foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320602077.7U CN203514338U (en) 2013-09-27 2013-09-27 Tower crane foundation

Publications (1)

Publication Number Publication Date
CN203514338U true CN203514338U (en) 2014-04-02

Family

ID=50373293

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320602077.7U Expired - Fee Related CN203514338U (en) 2013-09-27 2013-09-27 Tower crane foundation

Country Status (1)

Country Link
CN (1) CN203514338U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108222054A (en) * 2018-01-05 2018-06-29 广州市芳村建筑工程有限公司 Tower-crane foundation structure and its construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108222054A (en) * 2018-01-05 2018-06-29 广州市芳村建筑工程有限公司 Tower-crane foundation structure and its construction method
CN108222054B (en) * 2018-01-05 2019-11-15 广州市芳村建筑工程有限公司 Tower-crane foundation structure and its construction method

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140402

Termination date: 20140927

EXPY Termination of patent right or utility model