CN103362207A - Steel member high-altitude pre-assembled structure - Google Patents
Steel member high-altitude pre-assembled structure Download PDFInfo
- Publication number
- CN103362207A CN103362207A CN2013103085789A CN201310308578A CN103362207A CN 103362207 A CN103362207 A CN 103362207A CN 2013103085789 A CN2013103085789 A CN 2013103085789A CN 201310308578 A CN201310308578 A CN 201310308578A CN 103362207 A CN103362207 A CN 103362207A
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- steel member
- installing hole
- mounting hole
- wire rope
- altitude
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- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a steel member high-altitude pre-assembled structure, which comprises a steel member, a safety support and a steel wire rope, wherein the steel member is provided with a horizontal mounting hole and a vertical mounting hole; the safety support penetrates through the horizontal mounting hole and the vertical mounting hole and is fixed to the steel member through a fastener; the steel wire rope is arranged in a slot on the top of the safety support; the horizontal mounting hole and the vertical mounting hole are waist type holes; and a plurality of cambered bayonets are formed in the horizontal mounting hole. The steel member high-altitude pre-assembled structure can be subjected to mounting position adjustment according to different hole positions of different steel members, and has high universality and low cost.
Description
Technical field
The invention belongs to the pre-assembling technique in steel member high-altitude, relate in particular to the pre-splicing structure in a kind of steel member high-altitude.
Background technology
At present, the pre-assembly unit in existing steel member high-altitude, emergency support that need to be different according to different structure manufactures much is disposable use, and versatility is poor, and cost is high, wastes more serious.
Summary of the invention
The object of the present invention is to provide the pre-splicing structure in a kind of steel member high-altitude, it has the good characteristics of versatility, to solve the problems referred to above that the pre-assembly unit in steel member high-altitude exists in the prior art.
For reaching this purpose, the present invention by the following technical solutions:
The pre-splicing structure in a kind of steel member high-altitude, it comprises steel member, emergency support and wire rope, wherein, offer horizontal installing hole and vertical installing hole on the described steel member, described emergency support passes horizontal installing hole by securing member and vertical installing hole is fixed on the steel member, described wire rope is arranged in the groove at emergency support top, and described horizontal installing hole and vertical installing hole are waist-shaped hole, and offer the bayonet socket of several arcs in the described horizontal installing hole.
Especially, in the top of wire rope the anticreep bolt is installed in the groove of described emergency support, skids off from the notch top to prevent wire rope.
Especially, it is six that described bayonet socket arranges number, and its parallel arrangement is in the top of horizontal installing hole.
Beneficial effect of the present invention is, the installation site is adjusted in the position, hole that compared with prior art the pre-splicing structure in described steel member high-altitude can be different according to different steel members, and versatility is good, and cost is low.
Description of drawings
Fig. 1 is the structural representation of the pre-splicing structure in steel member high-altitude that provides of the specific embodiment of the invention 1;
Fig. 2 is the lateral view at A place among Fig. 1.
The specific embodiment
Further specify technical scheme of the present invention below in conjunction with accompanying drawing and by the specific embodiment.
See also illustrated in figures 1 and 2, in the present embodiment, the pre-splicing structure in a kind of steel member high-altitude comprises steel member 1, emergency support 2 and wire rope 3, the top of described emergency support 2 offers groove 4, described wire rope 3 is arranged in the groove 4, and in the top of wire rope 3 anticreep bolt 5 is installed in the groove 4 of described emergency support 2, skids off from groove 4 to prevent wire rope 3.Offer horizontal installing hole 6 and vertical installing hole 7 on the described steel member 1, described emergency support 2 is respectively by set bolt 8a, set bolt 8b passes horizontal installing hole 6 and vertical installing hole 7 is fixed on the steel member 1, described horizontal installing hole 6 is waist-shaped hole, and the parallel bayonet socket 9 that is placed with six arcs in its top, can be according to the different position, hole of different steel members 1, adjust the installation site of set bolt 8a, positioning action has been played in the arc design simultaneously, described vertical installing hole 7 also is waist-shaped hole, so that emergency support 2 can be adjusted the installation site of above-below direction as required, strengthened the usability of emergency support 2.
During the pre-assembly unit of steel structure, a plurality of emergency supports 2 are installed on the steel work 1, and wire rope 3 is by the groove 4 of each emergency support 2 upper ends, and installation personnel can hold up wire rope 3 to walk about, and helps the operation at high-altitude safe.
Above embodiment has just set forth basic principle of the present invention and characteristic; the present invention is not limited by above-mentioned example; without departing from the spirit and scope of the present invention, the present invention also has various variations and change, and these variations and change all fall in the claimed scope of the invention.The claimed scope of the present invention is defined by appending claims and equivalent thereof.
Claims (3)
1. pre-splicing structure in steel member high-altitude, it comprises steel member, emergency support and wire rope, it is characterized in that, offer horizontal installing hole and vertical installing hole on the described steel member, described emergency support passes horizontal installing hole by securing member and vertical installing hole is fixed on the steel member, described wire rope is arranged in the groove at emergency support top, and described horizontal installing hole and vertical installing hole are waist-shaped hole, and offer the bayonet socket of several arcs in the described horizontal installing hole.
2. the pre-splicing structure in steel member high-altitude according to claim 1 is characterized in that, in the top of wire rope the anticreep bolt is installed in the groove of described emergency support.
3. the pre-splicing structure in steel member high-altitude according to claim 1 is characterized in that it is six that described bayonet socket arranges number, and its parallel arrangement is in the top of horizontal installing hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310308578.9A CN103362207B (en) | 2013-07-22 | 2013-07-22 | The pre-splicing structure in steel beam column high-altitude |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310308578.9A CN103362207B (en) | 2013-07-22 | 2013-07-22 | The pre-splicing structure in steel beam column high-altitude |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103362207A true CN103362207A (en) | 2013-10-23 |
| CN103362207B CN103362207B (en) | 2016-01-13 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310308578.9A Active CN103362207B (en) | 2013-07-22 | 2013-07-22 | The pre-splicing structure in steel beam column high-altitude |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103362207B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104453266A (en) * | 2014-12-25 | 2015-03-25 | 安徽伟宏钢结构集团股份有限公司 | Safety barrier fixing structure for tubular structure construction |
| CN107327028A (en) * | 2016-04-28 | 2017-11-07 | 上海宝冶集团有限公司 | Curved surface main structure and time structure connection construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009250018A (en) * | 2008-04-04 | 2009-10-29 | Mikihiko Mogoshi | Main-rope support |
| CN201685089U (en) * | 2010-06-09 | 2010-12-29 | 天津重钢机械装备股份有限公司 | Pre-assembling device for a steel structure |
| CN102121557A (en) * | 2010-01-12 | 2011-07-13 | 珠海格力电器股份有限公司 | Adjustable support |
| CN202459897U (en) * | 2012-02-20 | 2012-10-03 | 四川省电力公司自贡电业局 | Safety belt hanger |
| CN202672764U (en) * | 2012-08-13 | 2013-01-16 | 安徽富煌钢构股份有限公司 | Safety rope handrail for construction of building steel structure |
| CN203514505U (en) * | 2013-07-22 | 2014-04-02 | 江苏文汇钢业工程有限公司 | Upper air pre-assembling structure of steel member |
-
2013
- 2013-07-22 CN CN201310308578.9A patent/CN103362207B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009250018A (en) * | 2008-04-04 | 2009-10-29 | Mikihiko Mogoshi | Main-rope support |
| CN102121557A (en) * | 2010-01-12 | 2011-07-13 | 珠海格力电器股份有限公司 | Adjustable support |
| CN201685089U (en) * | 2010-06-09 | 2010-12-29 | 天津重钢机械装备股份有限公司 | Pre-assembling device for a steel structure |
| CN202459897U (en) * | 2012-02-20 | 2012-10-03 | 四川省电力公司自贡电业局 | Safety belt hanger |
| CN202672764U (en) * | 2012-08-13 | 2013-01-16 | 安徽富煌钢构股份有限公司 | Safety rope handrail for construction of building steel structure |
| CN203514505U (en) * | 2013-07-22 | 2014-04-02 | 江苏文汇钢业工程有限公司 | Upper air pre-assembling structure of steel member |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104453266A (en) * | 2014-12-25 | 2015-03-25 | 安徽伟宏钢结构集团股份有限公司 | Safety barrier fixing structure for tubular structure construction |
| CN107327028A (en) * | 2016-04-28 | 2017-11-07 | 上海宝冶集团有限公司 | Curved surface main structure and time structure connection construction method |
| CN107327028B (en) * | 2016-04-28 | 2019-04-26 | 上海宝冶集团有限公司 | Curved surface main structure and time structure connection construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103362207B (en) | 2016-01-13 |
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