CN202787297U - Tower crane base - Google Patents

Tower crane base Download PDF

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Publication number
CN202787297U
CN202787297U CN 201220229963 CN201220229963U CN202787297U CN 202787297 U CN202787297 U CN 202787297U CN 201220229963 CN201220229963 CN 201220229963 CN 201220229963 U CN201220229963 U CN 201220229963U CN 202787297 U CN202787297 U CN 202787297U
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CN
China
Prior art keywords
tower crane
platform
steel
lattice column
steel lattice
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
CN 201220229963
Other languages
Chinese (zh)
Inventor
陈友德
毛志忠
孙君辉
吴永健
黄海灵
袁光辉
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.)
SHISHI CONSTRUCTION CO Ltd
Original Assignee
SHISHI 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 SHISHI CONSTRUCTION CO Ltd filed Critical SHISHI CONSTRUCTION CO Ltd
Priority to CN 201220229963 priority Critical patent/CN202787297U/en
Application granted granted Critical
Publication of CN202787297U publication Critical patent/CN202787297U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a tower crane base and belongs to the tower crane technical field. The tower crane base comprises four drilled grouting piles and is characterized in that the top end of each drilled grouting pile is provided with a steel latticed column in a fitting mode. A platform is arranged at the top end of the four steel latticed columns. A tower crane is arranged on the platform. The tower crane base has the advantages of being simple in structure, convenient to install on site, fast in construction speed, light and handy and firm, and greatly reducing cost of construction due to the fact that the platform and the steel latticed columns can be recycled and utilized, not occupying earthwork excavation construction period and greatly reducing construction period and project amount of an earthwork construction stage.

Description

A kind of tower crane
Technical field
The utility model belongs to the tower crane technical field, is specially a kind of tower crane.
Background technology
At present, in existing tower crane construction technology, mostly adopt the tower crane of reinforced concrete structure, its advantage is that construction technology is ripe, and reliability is high, but it is larger to build tower crane concrete Foundation Design amount, tower crane concrete basis needs maintenance a period of time to reach the design strength requirement, often takies other operations duration, and, tower crane concrete basis can not reuse, sometimes in addition construction be difficult to process after finishing.This shows that there is long, the problem such as engineering quantity large, can not reuse of construction period in tower crane concrete basis.
The utility model content
For the above-mentioned problems in the prior art, the purpose of this utility model is to design the technical scheme that a kind of tower crane is provided, on-the-spot easy for installation, speed of application is fast, the construction period is short, light and handy firm, and platform and all reusable edible or recovery of steel lattice column greatly reduce cost.
Described a kind of tower crane comprises four bored piles, it is characterized in that every bored pile top is equipped with steel lattice column, and four steel lattice column tops are equipped with platform, and tower crane is installed on the platform.
Described a kind of tower crane is characterized in that the interlocking of bored pile top arranges steel lattice column, and the degree of depth of steel lattice column inlay bur hole pouring pile is 2.5-3.5 rice.
Described a kind of tower crane is characterized in that being equipped with the shearing support between each adjacent steel lattice column.
Described a kind of tower crane is characterized in that platform cooperates with each steel lattice column top welding, and adopts steel gusset reinforcement of weld.
Described a kind of tower crane is characterized in that described platform is made of steel plate, channel-section steel welding.
Described a kind of tower crane is characterized in that described shearing support is made of horizontal connecting rod and the welding of oblique connecting rod.
Above-mentioned a kind of tower crane, simple in structure, on-the-spot easy for installation, speed of application is fast, and is firmly light and handy; Platform and steel lattice column reusable edible or recovery greatly reduce cost; And adopt this tower crane, do not take the cubic metre of earth and stone and excavate the duration, can greatly reduce duration in restoration in earth-rock construction stage and engineering quantity.
Description of drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is platform schematic diagram of the present utility model;
Among the figure: 1-bored pile, 2-steel lattice column, 3-shearing support, 4-platform, 4a-steel plate, 4b-channel-section steel, 5-steel gusset, 6-tower crane.
The specific embodiment
The utility model is described in further detail below in conjunction with Figure of description.
As shown in the figure, this tower crane comprises four bored piles 1, and every bored pile 1 top is equipped with 2, four steel lattice column 2 tops of steel lattice column and is equipped with platform 4, on the direct mounting platform 4 of tower crane 6 usefulness bolts.The interlocking of bored pile 1 top arranges steel lattice column 2, and the degree of depth of steel lattice column 2 inlay bur hole pouring piles 1 is 2.5-3.5 rice, stable connection.Be equipped with shearing support 3 between each adjacent steel lattice column 2, described shearing support 3 is made of horizontal connecting rod and the welding of oblique connecting rod, and four steel lattice columns 2 are reinforced into whole by shearing support 3.Platform 4 cooperates with each steel lattice column 2 tops welding, and adopts steel gusset 5 reinforcement of welds.Described platform 4 is made of two steel plate 4a and eight channel-section steel 4b welding.Bored pile 1 is that the tower crane of installing is special-purpose, the position of four bored piles 1 and spacing meet the institute desired position of installation tower crane and underlying parameter, and tower crane 6 weight are distributed to the center line of four steel lattice columns 2 of center line and bottom of four installation feet and tower crane Special drill castinplace pile 1 center line on same straight line.This tower crane is owing to adopted full steel structure, and on-the-spot easy for installation, speed of application is fast, and the construction period is short, and is firmly light and handy, and platform and steel lattice column reusable edible or recovery, greatly reduces cost.

Claims (2)

1. tower crane, comprise four bored piles (1), it is characterized in that every bored pile (1) top is equipped with steel lattice column (2), four steel lattice columns (2) top is equipped with platform (4), described platform (4) is made of two blocks of steel plates (4a) and eight channel-section steels (4b) welding, the upper tower crane (6) of installing of platform (4), the interlocking of bored pile (1) top arranges steel lattice column (2), the degree of depth of steel lattice column (2) inlay bur hole pouring pile (1) is 2.5-3.5 rice, be equipped with shearing support (3) between each adjacent steel lattice column (2), platform (4) cooperates with the welding of each steel lattice column (2) top, and adopts steel gusset (5) reinforcement of weld.
2. a kind of tower crane as claimed in claim 1 is characterized in that described shearing support (3) is made of horizontal connecting rod and the welding of oblique connecting rod.
CN 201220229963 2012-05-22 2012-05-22 Tower crane base Expired - Fee Related CN202787297U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220229963 CN202787297U (en) 2012-05-22 2012-05-22 Tower crane base

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220229963 CN202787297U (en) 2012-05-22 2012-05-22 Tower crane base

Publications (1)

Publication Number Publication Date
CN202787297U true CN202787297U (en) 2013-03-13

Family

ID=47814579

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220229963 Expired - Fee Related CN202787297U (en) 2012-05-22 2012-05-22 Tower crane base

Country Status (1)

Country Link
CN (1) CN202787297U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103498482A (en) * 2013-09-30 2014-01-08 上海建工七建集团有限公司 Three-pile lattice type combined tower crane foundation structure
CN105088960A (en) * 2015-09-09 2015-11-25 上海城建市政工程(集团)有限公司 Tower crane foundation arrangement method applied on great bridge

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103498482A (en) * 2013-09-30 2014-01-08 上海建工七建集团有限公司 Three-pile lattice type combined tower crane foundation structure
CN105088960A (en) * 2015-09-09 2015-11-25 上海城建市政工程(集团)有限公司 Tower crane foundation arrangement method applied on great bridge

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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: 20130313

Termination date: 20200522

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