CN201896319U - Conversion platform for connecting tower crane basic section with steel lattice piles - Google Patents
Conversion platform for connecting tower crane basic section with steel lattice piles Download PDFInfo
- Publication number
- CN201896319U CN201896319U CN2010206381019U CN201020638101U CN201896319U CN 201896319 U CN201896319 U CN 201896319U CN 2010206381019 U CN2010206381019 U CN 2010206381019U CN 201020638101 U CN201020638101 U CN 201020638101U CN 201896319 U CN201896319 U CN 201896319U
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- CN
- China
- Prior art keywords
- tower crane
- steel lattice
- piles
- conversion platform
- hush panel
- 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
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Abstract
The utility model relates to a conversion platform for connecting a tower crane basic section with steel lattice piles, which comprises the tower crane basic section, the steel lattice piles in deep foundation pits and a sealing plate, wherein the distance between four struts of the tower crane basic section is the same as that between four steel lattice piles in the deep foundation pits; one sealing plate is welded at the tops of the four steel lattice piles; and the four struts of the tower crane basic section are respectively connected with the sealing plate by welding so as to ensure that the struts and the sealing plate are integrated into a whole. The utility model has the beneficial effects that: compared with the prior art, the conversion platform has the remarkable characteristics and advantages that the conversion platform has a reasonable, practical and safe design, is attractive and firm in shape and looks unlike heavy compared with a base slab; the tower crane basic section and the steel lattice piles are connected with by welding through the sealing plate and are integrated into a whole; and the conversion platform has a simple connecting structure, is simple and convenient for operation and saves labor and materials.
Description
Technical field
The utility model relates to building field, the conversion platform that especially a kind of tower crane joint is connected with steel lattice column.
Background technology
Present pile all has deep big foundation pit, and the tower crane major part of undertaking interior level transportation of foundation ditch and vertical transport is placed in the basement, can effectively improve the coverage of tower crane.Tower crane in the basement is most of to be adopted against making steel latticework formula tower crane, the conversion platform that need join a transition that is connected of tower crane joint and steel lattice column: what have uses section steel beam, usefulness solid concrete cushion cap that has or three-back-shaped concrete bearing platform, the usefulness that has " ten " word intersection concrete beam, the special-purpose anchor pin of the usefulness that also has stretches in the steel lattice column and connects.
The utility model content
The purpose of this utility model is just in order to overcome the deficiency of above-mentioned technology, and the conversion platform that provides a kind of tower crane joint to be connected with steel lattice column.
The utility model solves the technical scheme that its technical problem adopts: the conversion platform that this tower crane joint is connected with steel lattice column, comprise steel lattice column and hush panel in tower crane joint, the deep foundation ditch, the spacing of four pillars of tower crane joint is the same with four structure intercolumniations of steel lattice column in the deep foundation ditch, hush panel of described four structure column tops welding, four pillars of described tower crane joint are welded to connect with hush panel respectively, guarantee both in conjunction with one integrated mass.
As preferably, four pillars of described tower crane joint satisfy the requirement of tower crane anti-pulling capacity by stiffening rib being set and hush panel is fully welded.
As preferably, the vertical stiffening rib that " ten " word is set in the middle of the described hush panel bottom is with the two-sided welding of hush panel, be provided with vertical batten plate and hush panel single-sided welding, enhancing hush panel bending resistance all around.Batten plate is taked the welding of single groove penetration with the vertical stiffening rib of " ten " word.
As preferably, above-mentioned hush panel adopts steel plate to be made, and its planar dimension and thickness are determined according to sectional dimension, the tower crane model of steel lattice column.
Insert in the used bored pile of the interior tower crane of deep foundation ditch four structure column bottoms of above-mentioned steel lattice column.Four structure post monolithic stabilities can not satisfy before the deep pit excavation earthwork, treat can link into an integrated entity by lacing after four structure posts fully expose.
The effect that the utility model is useful is: the utility model has following conspicuous characteristics and advantage compared with prior art: conversion platform is reasonable in design, practical, safety; Shape is attractive in appearance, firm, and the cushion cap basis does not seem heavy relatively; The tower crane joint is welded to connect by hush panel with steel lattice column, and both are in conjunction with one integrated mass; Simple, the easy and simple to handle worker's material-saving that saves again of syndeton.
Description of drawings
Fig. 1 is the structural representation of an embodiment of the utility model;
Fig. 2 is that " A " locates partial enlarged drawing among Fig. 1;
Fig. 3 is a B-B place sectional drawing among Fig. 2;
Fig. 4 is a C-C place sectional drawing among Fig. 2.
Description of reference numerals: tower crane joint 1, pillar 2, structure post 3, deep foundation ditch 4, steel lattice column 5, hush panel 6, stiffening rib 7, vertical stiffening rib 8, batten plate 9, lacing 10.
The specific embodiment
The utility model is described in further detail below in conjunction with drawings and Examples:
Preferred embodiment of the present utility model is: referring to Fig. 1, Fig. 2, Fig. 3, Fig. 4.The conversion platform that this tower crane joint is connected with steel lattice column, comprise steel lattice column 5 and hush panel 6 in tower crane joint 1, the deep foundation ditch 4, the spacing of four pillars 2 of tower crane joint 1 is the same with four structure post 3 spacings of steel lattice column 5 in the deep foundation ditch, hush panel 6 of described four structure posts, 3 welded top, four pillars 2 of described tower crane joint 1 are welded to connect with hush panel 6 respectively, guarantee both in conjunction with one integrated mass.
Above-mentioned hush panel 6 adopts steel plate to be made, and its planar dimension and thickness are determined according to sectional dimension, the tower crane model of steel lattice column 5.
Four pillars 2 of tower crane joint 1 fully weld with hush panel 6 by stiffening rib 7 is set, and satisfy the requirement of tower crane anti-pulling capacity.
Vertical stiffening rib 8 of " ten " word and hush panel 6 double welding are set in the middle of hush panel 6 bottoms, vertical batten plate 9 and hush panel 6 one side weldings are set all around, strengthen the hush panel bending resistance.Batten plate 9 is taked the single groove penetration weld with the vertical stiffening rib 8 of " ten " word.
Insert in the used bored pile of deep foundation ditch 4 interior tower cranes four structure post 3 bottoms of above-mentioned steel lattice column 5.Four structure post 3 monolithic stabilities can not satisfy before the deep pit excavation earthwork, treat can link into an integrated entity by lacing 10 after four structure posts 3 fully expose.
In addition to the implementation, the utility model can also have other embodiments.All employings are equal to the technical scheme of replacement or equivalent transformation formation, all drop on the protection domain of the utility model requirement.
Claims (3)
1. a tower crane saves the conversion platform that is connected with steel lattice column, comprise tower crane joint (1), the interior steel lattice column of deep foundation ditch (4) (5) and hush panel (6), it is characterized in that: the spacing of four pillars (2) of tower crane joint (1) is the same with four structure posts (3) spacing of steel lattice column (5) in the deep foundation ditch, described four structure posts (3) hush panel of welded top (6), four pillars (2) of described tower crane joint (1) are welded to connect with hush panel (6) respectively.
2. the conversion platform that tower crane joint according to claim 1 is connected with steel lattice column is characterized in that: four pillars (2) of described tower crane joint (1) are by being provided with stiffening rib (7) and hush panel (6) welding.
3. the conversion platform that tower crane joint according to claim 1 is connected with steel lattice column, it is characterized in that: the vertical stiffening rib (8) that " ten " word is set in the middle of described hush panel (6) bottom is with the two-sided welding of hush panel (6), be provided with vertical batten plate (9) and hush panel (6) single-sided welding all around, and batten plate (9) is taked the welding of single groove penetration with the vertical stiffening rib (8) of " ten " word.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206381019U CN201896319U (en) | 2010-11-24 | 2010-11-24 | Conversion platform for connecting tower crane basic section with steel lattice piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206381019U CN201896319U (en) | 2010-11-24 | 2010-11-24 | Conversion platform for connecting tower crane basic section with steel lattice piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201896319U true CN201896319U (en) | 2011-07-13 |
Family
ID=44254232
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206381019U Expired - Fee Related CN201896319U (en) | 2010-11-24 | 2010-11-24 | Conversion platform for connecting tower crane basic section with steel lattice piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201896319U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107826989A (en) * | 2017-11-07 | 2018-03-23 | 中国化学工程第三建设有限公司 | A kind of double tower for indirect cool tower installation hangs the installation method of adhering bar part |
| CN107829434A (en) * | 2017-12-05 | 2018-03-23 | 华东建筑设计研究院有限公司 | It is a kind of to be used for steel lattice column and the inverse shearing resistance construction made concrete structural beams and be connected |
-
2010
- 2010-11-24 CN CN2010206381019U patent/CN201896319U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107826989A (en) * | 2017-11-07 | 2018-03-23 | 中国化学工程第三建设有限公司 | A kind of double tower for indirect cool tower installation hangs the installation method of adhering bar part |
| CN107826989B (en) * | 2017-11-07 | 2019-04-19 | 中国化学工程第三建设有限公司 | A kind of double tower for indirect cool tower installation hangs the installation method of adhering bar part |
| CN107829434A (en) * | 2017-12-05 | 2018-03-23 | 华东建筑设计研究院有限公司 | It is a kind of to be used for steel lattice column and the inverse shearing resistance construction made concrete structural beams and be connected |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110713 Termination date: 20131124 |