CN102889001A - Device for adjusting butt joint dislocation of chord member of pipe truss structure - Google Patents
Device for adjusting butt joint dislocation of chord member of pipe truss structure Download PDFInfo
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- CN102889001A CN102889001A CN201210437457XA CN201210437457A CN102889001A CN 102889001 A CN102889001 A CN 102889001A CN 201210437457X A CN201210437457X A CN 201210437457XA CN 201210437457 A CN201210437457 A CN 201210437457A CN 102889001 A CN102889001 A CN 102889001A
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- chord member
- truss structure
- limiting plate
- adjusting device
- base
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Abstract
The invention discloses a device for adjusting butt joint dislocation of a chord member of a pipe truss structure. The device comprises a limiting plate, a base and a lifting jack, wherein the limiting plate is in a half-frame shape and comprises a bottom plate, a side limiting plate and a top plate; and the lifting jack is arranged on the upper surface of the bottom plate close to the side limiting plate through the base. The device for adjusting butt joint dislocation of the chord member of the pipe truss structure is convenient to use and detach, reasonable in structure and convenient to operate, and the butt joint dislocation size of the chord member of the pipe truss can be effectively adjusted.
Description
Technical field
Treatment technology is regulated in chord member docking dislocation when the present invention relates to the tube truss structure segmented assembly, is specifically related to a kind of tube truss structure chord member docking dislocation adjusting device.
Background technology
The Large Tube truss structural members is owing to be subjected to the restriction of its build and transportation, and generally at the scene integral assembling welding arranges the segmentation bolt joint, and segmentation is installed, and is had relatively high expectations in on-the-spot place and assembly unit haulage device.The use of tube truss structure chord member docking dislocation adjusting device, can be under the Large Tube trussmember condition that integral assembling does not weld, regulate the docking dislocation size that truss sections place chord member causes because of welding stress deformation and assembly unit error, guarantee that the docking dislocation is of the required size, and do not need to arrange any node, make the welding of Large Tube trussmember segmented assembly not be subjected to the restriction of site condition and assembly unit equipment, improve installation efficiency, guarantee the butt weld installation quality.
Summary of the invention
Goal of the invention: the object of the invention is to for the deficiencies in the prior art, provide a kind of making simple, easy to use, rational in infrastructure, convenient operation, the effectively device of adjustable pipe chord member of truss docking dislocation size.
Technical scheme: a kind of tube truss structure chord member docking dislocation adjusting device of the present invention, comprise limiting plate, base and jack, described limiting plate is half frame type, comprise base plate, side limiting plate and top board, described jack is arranged on the upper surface of base plate near Board position place, lateral confinement position by base.
Further improve technique scheme, also comprise the side gag lever post, described base plate and top board have the screwed hole of some correspondences in the interval respectively away from the side of side limiting plate one end, the two ends of described side gag lever post are bolted on the screwed hole that needs, and the side gag lever post matches with the side limiting plate and prevents that chord member joint steel pipe to be regulated from horizontally slipping.
Further, described jack is screw jack.
Further, described limiting plate is made with the thick steel plate of 20mm.
Further, described side gag lever post is angle steel.
The present invention compared with prior art, its beneficial effect is: tube truss structure chord member of the present invention docking dislocation adjusting device, use and remove conveniently, rational in infrastructure, convenient operation, effectively the adjustable pipe chord member of truss docking size that misplaces.
Description of drawings
Fig. 1 is structural representation of the present invention.
The specific embodiment
The below is elaborated to technical solution of the present invention, but protection scope of the present invention is not limited to described embodiment.
As shown in Figure 1, a kind of tube truss structure chord member docking dislocation adjusting device, comprise limiting plate 1, base 2, lateral confinement parallactic angle steel 4 and screw jack 3, the thick steel plate of described limiting plate 1 usefulness 20mm is made, described limiting plate 1 is half frame type, comprise base plate, side limiting plate and top board, described screw jack 3 is arranged on the upper surface of base plate near Board position place, lateral confinement position by base 2.Described base plate and top board have the screwed hole of some correspondences in the interval respectively away from the side of side limiting plate one end, and the two ends of described lateral confinement parallactic angle steel 4 are bolted on the screwed hole that needs.
During use, confinement plate 1 is placed on the docking port place that the pipe chord member of truss misplaces, top board and steel pipe spot welding, screw jack is placed on the base, and the installation side face angle is spacing, regulates docking port dislocation size by screw jack 3, can play obvious regulating effect.Can select according to the chord member cross section screw jack of different model.
As mentioned above, although the specific preferred embodiment of reference has represented and has explained the present invention that it shall not be construed as the restriction to the present invention self.Under the spirit and scope of the present invention prerequisite that does not break away from the claims definition, can make in the form and details various variations to it.
Claims (5)
1. a tube truss structure chord member docks the dislocation adjusting device, it is characterized in that, comprise limiting plate, base and jack, described limiting plate is half frame type, comprise base plate, side limiting plate and top board, described jack is arranged on the upper surface of base plate near Board position place, lateral confinement position by base.
2. tube truss structure chord member according to claim 1 docks the dislocation adjusting device, it is characterized in that, also comprise the side gag lever post, described base plate and top board have the screwed hole of some correspondences in the interval respectively away from the side of side limiting plate one end, and the two ends of described side gag lever post are bolted on the screwed hole that needs.
3. tube truss structure chord member docking dislocation adjusting device according to claim 1 and 2 is characterized in that described jack is screw jack.
4. tube truss structure chord member docking dislocation adjusting device according to claim 1 is characterized in that described limiting plate is made with the thick steel plate of 20mm.
5. tube truss structure chord member docking dislocation adjusting device according to claim 2 is characterized in that described side gag lever post is angle steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210437457.XA CN102889001B (en) | 2012-11-06 | 2012-11-06 | Device for adjusting butt joint dislocation of chord member of pipe truss structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210437457.XA CN102889001B (en) | 2012-11-06 | 2012-11-06 | Device for adjusting butt joint dislocation of chord member of pipe truss structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102889001A true CN102889001A (en) | 2013-01-23 |
| CN102889001B CN102889001B (en) | 2015-03-25 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210437457.XA Active CN102889001B (en) | 2012-11-06 | 2012-11-06 | Device for adjusting butt joint dislocation of chord member of pipe truss structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102889001B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103521983A (en) * | 2013-10-15 | 2014-01-22 | 侯志远 | Structure butt joint technology device |
| CN103924787A (en) * | 2014-05-08 | 2014-07-16 | 江苏中南建筑产业集团有限责任公司 | Steel column butt joint plane position correction device |
| CN113216646A (en) * | 2021-06-10 | 2021-08-06 | 中冶建工集团重庆钢结构有限公司 | Assembling method of pipe truss |
| CN114016810A (en) * | 2021-10-22 | 2022-02-08 | 宁波万豪空间结构工程有限公司 | Pipe truss structure for outer vertical face membrane body and installation method |
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| JPH08135200A (en) * | 1994-11-15 | 1996-05-28 | Sumitomo Forestry Co Ltd | Fixture material fitting ruler |
| JPH10219912A (en) * | 1997-02-03 | 1998-08-18 | Kawamura:Kk | Erection and rising structure of vertical roof strut of roof truss |
| CN2855620Y (en) * | 2005-11-30 | 2007-01-10 | 巫永元 | Equipment for positioning tubular main parts of metal truss |
| US20090139153A1 (en) * | 2007-12-04 | 2009-06-04 | Jimmy Hudson | Apparatus and method for aligning perpendicular members |
| CN101629456A (en) * | 2009-08-18 | 2010-01-20 | 北京城建精工钢结构工程有限公司 | Three-dimensional steel truss assembling support frame shaped like a Chinese character qie and construction method for assembling steel truss |
| CN201730346U (en) * | 2010-06-25 | 2011-02-02 | 中铁大桥局集团第一工程有限公司 | Guide device of split joint space diagonal web member |
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2012
- 2012-11-06 CN CN201210437457.XA patent/CN102889001B/en active Active
Patent Citations (9)
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| JPH08135200A (en) * | 1994-11-15 | 1996-05-28 | Sumitomo Forestry Co Ltd | Fixture material fitting ruler |
| JPH10219912A (en) * | 1997-02-03 | 1998-08-18 | Kawamura:Kk | Erection and rising structure of vertical roof strut of roof truss |
| CN2855620Y (en) * | 2005-11-30 | 2007-01-10 | 巫永元 | Equipment for positioning tubular main parts of metal truss |
| US20090139153A1 (en) * | 2007-12-04 | 2009-06-04 | Jimmy Hudson | Apparatus and method for aligning perpendicular members |
| CN101629456A (en) * | 2009-08-18 | 2010-01-20 | 北京城建精工钢结构工程有限公司 | Three-dimensional steel truss assembling support frame shaped like a Chinese character qie and construction method for assembling steel truss |
| CN201730346U (en) * | 2010-06-25 | 2011-02-02 | 中铁大桥局集团第一工程有限公司 | Guide device of split joint space diagonal web member |
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| 陈幼林: "大跨度三管结构形式钢管混凝土拱桥制作与安装", 《铁道建筑技术》 * |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103521983A (en) * | 2013-10-15 | 2014-01-22 | 侯志远 | Structure butt joint technology device |
| CN103521983B (en) * | 2013-10-15 | 2016-03-23 | 侯志远 | A kind of structure butt joint technology device |
| CN103924787A (en) * | 2014-05-08 | 2014-07-16 | 江苏中南建筑产业集团有限责任公司 | Steel column butt joint plane position correction device |
| CN113216646A (en) * | 2021-06-10 | 2021-08-06 | 中冶建工集团重庆钢结构有限公司 | Assembling method of pipe truss |
| CN114016810A (en) * | 2021-10-22 | 2022-02-08 | 宁波万豪空间结构工程有限公司 | Pipe truss structure for outer vertical face membrane body and installation method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102889001B (en) | 2015-03-25 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C53 | Correction of patent of invention or patent application | ||
| CB02 | Change of applicant information |
Address after: Haimen Changle Town Jiangsu city of Nantong province Nantong 226124 Construction Engineering Contracting Co. Applicant after: Jiangsu Zhongnan Construction Industry Group Co., Ltd. Address before: Haimen Changle Town Jiangsu city of Nantong province Nantong 226124 Construction Engineering Contracting Co. Applicant before: Nantong Construction General Contractor Co., Ltd. |
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| CB03 | Change of inventor or designer information |
Inventor after: Zhang Jun Inventor after: Chen Yaogang Inventor after: Cao Shiyang Inventor before: Cao Shiyang Inventor before: Dong Niancai Inventor before: Sun Haizhong |
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| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: CAO SHIYANG DONG NIANCAI SUN HAIZHONG TO: ZHANG JUN CHEN YAOGANG CAO SHIYANG Free format text: CORRECT: APPLICANT; FROM: NANTONG CONSTRUCTION GENERAL CONTRACTOR CO., LTD. TO: JIANGSU ZHONGNAN CONSTRUCTION INDUSTRY GROUP CO., LTD. |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |