CN102587505A - Wedge-type lacing bar connection node - Google Patents
Wedge-type lacing bar connection node Download PDFInfo
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- CN102587505A CN102587505A CN2012100561134A CN201210056113A CN102587505A CN 102587505 A CN102587505 A CN 102587505A CN 2012100561134 A CN2012100561134 A CN 2012100561134A CN 201210056113 A CN201210056113 A CN 201210056113A CN 102587505 A CN102587505 A CN 102587505A
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- lacing
- wedge
- steel plate
- lattice column
- plates
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Abstract
The invention discloses a wedge-type lacing bar connection node, including two lattice column batten plates that are not in a same plane; two steel plates arrayed in parallel are vertically welded on the planes of the two lattice column batten plates; the upper end of the steel plate is an oblique opening and the oblique opening is outward, and the upper end of the steel plate is full-length welded with the lacing bar via a groove welding structure. The invention provides a simple and reliable device for enhancing connection between lacing bars for the construction site, with quite obvious safety benefit and economic benefit. The device is simple in structure, firm and reliable, durable and stable, convenient in installation, and convenient in broad popularization and application.
Description
Technical field
The present invention relates to a kind of Wedge-type lacing connected node that is processed into steel plate.
Background technology
In the lattice column work progress, through regular meeting adjacent lattice column takes place at present and put not in one plane, fusion length was not enough when lacing connected two lattice columns, can't satisfy the intensity calculation requirement.
Summary of the invention
Technical problem to be solved by this invention just provides a kind of Wedge-type lacing connected node, construction easily, and it is good to connect effect, and intensity is high, and is practical.
For solving the problems of the technologies described above; The present invention adopts following technical scheme: a kind of Wedge-type lacing connected node; Comprise not two lattice column batten plates at grade; It is characterized in that: two steel plate vertical weldings that are arranged in parallel are connected on the two lattice column batten plate planes, and said steel plate upper end be that angle and angle are outside, on the said steel plate through groove welding structure and lacing full weld together.
As preferably, said steel plate is welded on the two lattice column batten plates through two-sided welded construction.
As preferably, said lacing is three angle steel.
The present invention strengthens the linkage between lacing for the job site provides a kind of simple and reliable being used to, and safety benefit and economic benefit are fairly obvious.This device construction is simple, solid and reliable, durable stable, easy for installation, is convenient to apply widely.
Description of drawings
Below in conjunction with the accompanying drawing and the specific embodiment the present invention is further described:
Fig. 1 is a Wedge-type lacing connected node arrangement diagram.
The specific embodiment
Specify a kind of Wedge-type lacing of the present invention connected node in conjunction with Fig. 1; Comprise not two lattice column batten plates 2 at grade; Two steel plate that is arranged in parallel 4 vertical weldings are connected on the two lattice column batten plate planes; Said steel plate upper end be that angle 5 and angle are outside, on the said steel plate through groove welding structure and lacing 1 full weld together.Said steel plate is welded on the two lattice column batten plates through two-sided welded construction.Said lacing is three angle steel.
The concrete construction technology of Wedge-type lacing connected node of the present invention is:
Setting-out at grade the lattice column batten plate 2 is not gone out to need the position of two steel plates 4 in this device of welding; End with two steel plates 4 is processed into angle 5 then; Two-sided then welding two steel plates 4 form two-sided weld seam 3 on lattice column batten plate 2, angle 5 and has up been put lacing 1 outwardly after the completion; Through the groove welding mode with steel plate and lacing full weld together, the weld seam 3 of formation is positioned at lacing 1 right ends and gets final product.
Claims (3)
1. Wedge-type lacing connected node; Comprise not two lattice column batten plates (2) at grade; It is characterized in that: two blocks of steel plates that are arranged in parallel (4) vertical welding is connected on the two lattice column batten plate planes; Said steel plate upper end be that angle (5) and angle are outside, on the said steel plate through groove welding structure and lacing (1) full weld together.
2. a kind of Wedge-type lacing connected node according to claim 1, it is characterized in that: said steel plate is welded on the two lattice column batten plates through two-sided welded construction.
3. a kind of Wedge-type lacing connected node according to claim 1, it is characterized in that: said lacing is three angle steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210056113.4A CN102587505B (en) | 2012-03-06 | 2012-03-06 | Wedge-type lacing bar connection node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210056113.4A CN102587505B (en) | 2012-03-06 | 2012-03-06 | Wedge-type lacing bar connection node |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102587505A true CN102587505A (en) | 2012-07-18 |
| CN102587505B CN102587505B (en) | 2014-03-05 |
Family
ID=46476692
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210056113.4A Active CN102587505B (en) | 2012-03-06 | 2012-03-06 | Wedge-type lacing bar connection node |
Country Status (1)
| Country | Link |
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| CN (1) | CN102587505B (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001132112A (en) * | 1999-11-01 | 2001-05-15 | Nkk Corp | Brace and method for manufacturing it |
| CN200961353Y (en) * | 2006-10-25 | 2007-10-17 | 浙江东南网架股份有限公司 | Steel pipe strengthening device for lattice type support bracket combined vertical bar |
| CN201024426Y (en) * | 2007-04-18 | 2008-02-20 | 上海市第四建筑有限公司 | Pile cage for pulling raft pile |
| CN101967880A (en) * | 2010-10-29 | 2011-02-09 | 中建三局第三建设工程有限责任公司 | Standardized lattice column for low jack-up formwork system |
| CN201865340U (en) * | 2010-10-29 | 2011-06-15 | 中建三局第三建设工程有限责任公司 | Combined supporting upright column of low-position jacking formwork system |
| CN201967425U (en) * | 2010-12-24 | 2011-09-14 | 上海都市绿色工程有限公司 | Tall greenhouse lattice form steel upright post |
| US20110252743A1 (en) * | 2010-04-19 | 2011-10-20 | Weihong Yang | Bolted Steel Connections with 3-D Jacket plates and Tension Rods |
| CN202139685U (en) * | 2011-05-24 | 2012-02-08 | 中冶东方工程技术有限公司上海分公司 | Lattice column of framework structure |
| CN202440937U (en) * | 2012-03-06 | 2012-09-19 | 中天建设集团有限公司 | Wedge block type lacing bar connection nodes |
-
2012
- 2012-03-06 CN CN201210056113.4A patent/CN102587505B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001132112A (en) * | 1999-11-01 | 2001-05-15 | Nkk Corp | Brace and method for manufacturing it |
| CN200961353Y (en) * | 2006-10-25 | 2007-10-17 | 浙江东南网架股份有限公司 | Steel pipe strengthening device for lattice type support bracket combined vertical bar |
| CN201024426Y (en) * | 2007-04-18 | 2008-02-20 | 上海市第四建筑有限公司 | Pile cage for pulling raft pile |
| US20110252743A1 (en) * | 2010-04-19 | 2011-10-20 | Weihong Yang | Bolted Steel Connections with 3-D Jacket plates and Tension Rods |
| CN101967880A (en) * | 2010-10-29 | 2011-02-09 | 中建三局第三建设工程有限责任公司 | Standardized lattice column for low jack-up formwork system |
| CN201865340U (en) * | 2010-10-29 | 2011-06-15 | 中建三局第三建设工程有限责任公司 | Combined supporting upright column of low-position jacking formwork system |
| CN201967425U (en) * | 2010-12-24 | 2011-09-14 | 上海都市绿色工程有限公司 | Tall greenhouse lattice form steel upright post |
| CN202139685U (en) * | 2011-05-24 | 2012-02-08 | 中冶东方工程技术有限公司上海分公司 | Lattice column of framework structure |
| CN202440937U (en) * | 2012-03-06 | 2012-09-19 | 中天建设集团有限公司 | Wedge block type lacing bar connection nodes |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102587505B (en) | 2014-03-05 |
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| C06 | Publication | ||
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| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: SOUTH CHINA UNIVERSITY OF TECHNOLOGY Free format text: FORMER OWNER: ZHONGTIAN CONSTRUCTION GROUP CO., LTD. Effective date: 20140114 Owner name: ZHONGTIAN CONSTRUCTION GROUP CO., LTD. Effective date: 20140114 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Li Yang Inventor after: Peng Liang Inventor after: Cai Jian Inventor after: Shen Ying Inventor after: Liang Chaoan Inventor before: Peng Liang Inventor before: Shen Ying Inventor before: Liang Chaoan |
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| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: PENG LIANG SHEN YING LIANG CHAOAN TO: LI YANG PENG LIANG CAI JIAN SHEN YING LIANG CHAOAN Free format text: CORRECT: ADDRESS; FROM: 322100 JINHUA, ZHEJIANG PROVINCE TO: 510630 GUANGZHOU, GUANGDONG PROVINCE |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20140114 Address after: Five 510630 mountain road, Guangzhou, Guangdong, Tianhe District Applicant after: South China University of Technology Applicant after: Zhongtian Construction Group Co., Ltd. Address before: 322100 Dongyang, Zhejiang Province, Wu Ning Road, No. 65, No. Applicant before: Zhongtian Construction Group Co., Ltd. |
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