CN201526051U - Plug-in type movable tower crane base - Google Patents
Plug-in type movable tower crane base Download PDFInfo
- Publication number
- CN201526051U CN201526051U CN2009202563301U CN200920256330U CN201526051U CN 201526051 U CN201526051 U CN 201526051U CN 2009202563301 U CN2009202563301 U CN 2009202563301U CN 200920256330 U CN200920256330 U CN 200920256330U CN 201526051 U CN201526051 U CN 201526051U
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- Prior art keywords
- tower crane
- base
- basis
- basic part
- plug
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- Expired - Fee Related
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Abstract
The utility model relates to a concrete tower crane base, in particular to a plug-in type movable tower crane base which is applicable to tower cranes of various types and models, and belongs to the technical field of building machinery. The tower crane base comprises a cross-shaped central basic part and plug-in bases around the central basic part; the traditional rood-beam base and square base are combined, the combined base and the tower crane base are prefabricated into a plurality of composite units in a factory by a shaping module, the composite units form an integral base by combination and intermediate plug-in members, and the prefabricated parts are reasonably assembled and tightly connected with the tower crane, thus forming the tower crane base. The base can be combined with the tower crane for working together and is applicable to various tower cranes. The plug-in members can play a role of fixed-position connection, movement resistance and the like.
Description
Technical field
The utility model relates to a kind of concrete tower crane foundation, is specifically related to the removable foundation for tower crane of plug-in type, is applicable to the tower crane of all kinds and model, belongs to the construction machinery equipment technical field.
Background technology
Tower crane is the visual plant that building trade is carried out the construction hoisting hauling operation, and the vertical transport of most of constructional materials is all finished by tower crane.For guaranteeing that tower crane normally moves, tower crane must be installed on the tower crane, tower crane must have enough resistance to capsizings and guarantee that ground is not destroyed, and the method that the foundation for tower crane of architectural most employing is at present built for the building-site base concrete is carried out, this method not only the construction period long, and not reproducible use, need after engineering is finished to carry out demolition blasting, cause the waste of material, strengthen construction cost, bring hidden danger to safety in production simultaneously, pollute to environment.
Summary of the invention
The purpose of this utility model is for overcoming above-mentioned the deficiencies in the prior art part, provide a kind of plug-in type removable foundation for tower crane, this foundation for tower crane is by being cross center basic part, formed by the basis of pegging graft around the basic part of center, it is with traditional rood beam basis square foundation, square and rood beam combination foundation and tower machine formula basis are by the shape module, prefabrication becomes the polylith assembly, by combination and in interleave body and form a mass-type foundation, continuous closely with prefabricated units by the reasonable combination pillar crane, form foundation for tower crane.And with the basis of cooperative available and various ways tower machine of tower machine.Plug connector wherein can play and be located by connecting and anti-effect such as move.
The utility model is realized with following technical scheme: the removable foundation for tower crane of a kind of plug-in type, it includes, be cross center basic part, the basis of pegging graft is arranged around the basic part of center, it is characterized in that: the center basic part has the grafting body with the junction on the basis of pegging graft, pegging graft has antitorque between basis and the grafting basis, and the steel strand rope hole of perforation is arranged between center basic part and the grafting basis, and the center basic part is gone up with the basis of pegging graft also has bolt hole.
Described grafting body is made up by projection on the basic part of center and the groove that patches on the basis.
Described center basic part is gone up with the basis of pegging graft also has bolt hole, and bolt hole is circular port or square opening.
The utility model has the advantages that: this tower crane is easy for installation, the center basic part has the grafting body with the junction on the basis of pegging graft, and pegging graft has antitorque between basis and the grafting basis, and resistance to capsizing is good, the easy removal of mass can be applicable to the tower crane of all kinds and model.
Description of drawings
Below in conjunction with drawings and Examples the utility model is described in further detail:
Accompanying drawing is the utility model structural representation:
Among the figure: 1, center basic part, 2, the grafting body, 3, the basis of pegging graft, 4, antitorque, 5, the steel strand rope hole, 6, bolt hole.
The specific embodiment
As shown in the figure: the removable foundation for tower crane of a kind of plug-in type, it includes, be cross center basic part 1, the basis of pegging graft 3 is arranged around the basic part of center, center basic part 1 has grafting body 2 with the junction on the basis 3 of pegging graft, pegging graft has antitorque 4 between basis and the grafting basis, and the steel strand rope hole 5 of perforation is arranged between center basic part 1 and the grafting basis 3, and the center basic part upward also has bolt hole 6 with the basis of pegging graft.
Described grafting body 2 is made up by projection on the center basic part 1 and the groove that patches on the basis 3.
Described center basic part is gone up with the basis of pegging graft also has bolt hole 6, and bolt hole is circular port or square opening.
The course of work: the tower crane position should be reserved by first unwrapping wire in the job site, and then at tower crane position excavation pit, excavation should be poured into a mould concrete cushion after finishing on foundation ditch.Behind the bed course casting complete, find the permanent position of each basic part at bed course top unwrapping wire, at first center basic part 1 is lifted the precalculated position again, then four bases 3 of pegging graft are being lifted the precalculated position, basic part 1,3 is connected together, lift the precalculated position with antitorque 4 again, the groove of each basic part and projection are agreed with the formation base integral mutually.Then steel strand rope is inserted in the steel strand rope hole 5, and with two ends anchoring after the steel strand rope stretch-draw, each member connects and can finish.
Claims (3)
1. removable foundation for tower crane of plug-in type, it includes, be cross center basic part (1), the basis of pegging graft (3) is arranged around the basic part of center, it is characterized in that: center basic part (1) has grafting body (2) with the junction on the basis (3) of pegging graft, pegging graft has antitorque (4) between basis and the grafting basis, and the steel strand rope hole (5) of perforation is arranged between center basic part (1) and the grafting basis (3), and the center basic part upward also has bolt hole (6) with the basis of pegging graft.
2. the removable foundation for tower crane of a kind of plug-in type according to claim 1, it is characterized in that: center basic part (1) has grafting body (2) with the junction on the basis (3) of pegging graft, and described grafting body (2) is made up by projection on the center basic part (1) and the groove that patches on the basis (3).
3. the removable foundation for tower crane of a kind of plug-in type according to claim 1 is characterized in that: described center basic part is gone up with the basis of pegging graft also has bolt hole (6), and bolt hole is circular port or square opening.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202563301U CN201526051U (en) | 2009-11-20 | 2009-11-20 | Plug-in type movable tower crane base |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202563301U CN201526051U (en) | 2009-11-20 | 2009-11-20 | Plug-in type movable tower crane base |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201526051U true CN201526051U (en) | 2010-07-14 |
Family
ID=42517341
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202563301U Expired - Fee Related CN201526051U (en) | 2009-11-20 | 2009-11-20 | Plug-in type movable tower crane base |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201526051U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102051883A (en) * | 2010-12-07 | 2011-05-11 | 中国华西企业股份有限公司 | Construction method for tower crane foundation conversion |
| CN102155023A (en) * | 2011-01-13 | 2011-08-17 | 陈金生 | Well type stable basic part for movable tower footing |
| CN102400472A (en) * | 2011-03-22 | 2012-04-04 | 汪砚秋 | Detachable water tank type tower crane foundation |
| CN102535507A (en) * | 2011-12-16 | 2012-07-04 | 徐州金塔塔吊基础制造有限公司 | Combined tower base |
| CN102587408A (en) * | 2012-03-26 | 2012-07-18 | 秦大春 | Rig foundation with composite modules for land |
| CN102776839A (en) * | 2012-07-23 | 2012-11-14 | 中铁四局集团第一工程有限公司 | Reusable steel tube column foundation and construction method |
| CN103334448A (en) * | 2013-07-16 | 2013-10-02 | 山东建筑大学 | Concrete beam type prefabricated assembling elevator foundation for construction |
| CN108035376A (en) * | 2018-01-15 | 2018-05-15 | 河南理工大学 | A kind of resistance to deformation suitable for goaf place Wind turbines can rectify a deviation basis and its construction method |
| CN108505533A (en) * | 2018-04-19 | 2018-09-07 | 广东工业大学 | A kind of offshore wind farm single-pile foundation mechanism and its construction method |
-
2009
- 2009-11-20 CN CN2009202563301U patent/CN201526051U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102051883A (en) * | 2010-12-07 | 2011-05-11 | 中国华西企业股份有限公司 | Construction method for tower crane foundation conversion |
| CN102051883B (en) * | 2010-12-07 | 2012-06-27 | 中国华西企业股份有限公司 | Construction method for tower crane foundation conversion |
| CN102155023A (en) * | 2011-01-13 | 2011-08-17 | 陈金生 | Well type stable basic part for movable tower footing |
| CN102400472A (en) * | 2011-03-22 | 2012-04-04 | 汪砚秋 | Detachable water tank type tower crane foundation |
| CN102535507B (en) * | 2011-12-16 | 2014-03-26 | 徐州金塔塔吊基础制造有限公司 | Combined tower base |
| WO2013127102A1 (en) * | 2011-12-16 | 2013-09-06 | 徐州金塔塔吊基础制造有限公司 | Combined tower base |
| CN102535507A (en) * | 2011-12-16 | 2012-07-04 | 徐州金塔塔吊基础制造有限公司 | Combined tower base |
| CN102587408A (en) * | 2012-03-26 | 2012-07-18 | 秦大春 | Rig foundation with composite modules for land |
| CN102776839A (en) * | 2012-07-23 | 2012-11-14 | 中铁四局集团第一工程有限公司 | Reusable steel tube column foundation and construction method |
| CN103334448A (en) * | 2013-07-16 | 2013-10-02 | 山东建筑大学 | Concrete beam type prefabricated assembling elevator foundation for construction |
| CN108035376A (en) * | 2018-01-15 | 2018-05-15 | 河南理工大学 | A kind of resistance to deformation suitable for goaf place Wind turbines can rectify a deviation basis and its construction method |
| CN108035376B (en) * | 2018-01-15 | 2023-07-04 | 河南理工大学 | Anti-deformation rectification foundation applicable to goaf site wind turbine generator and construction method thereof |
| CN108505533A (en) * | 2018-04-19 | 2018-09-07 | 广东工业大学 | A kind of offshore wind farm single-pile foundation mechanism and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: XUZHOU JINTA TOWER CRANE FOUNDATION MANUFACTURING Free format text: FORMER OWNER: DING DAZHAO Effective date: 20120328 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 221000 XUZHOU, JIANGSU PROVINCE TO: 221004 XUZHOU, JIANGSU PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20120328 Address after: 221004, No. 26 North Lake Road, Jiangsu, Xuzhou Patentee after: Xuzhou Jinta Tadiao Foundation Manufacturing Co.,Ltd. Address before: 221000, Jiangsu province Xuzhou Jinshan Economic Development Zone, rhubarb Town, Wang Cola Village Patentee before: Ding Dazhao |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100714 Termination date: 20141120 |
|
| EXPY | Termination of patent right or utility model |