CN103362207B - The pre-splicing structure in steel beam column high-altitude - Google Patents
The pre-splicing structure in steel beam column high-altitude Download PDFInfo
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- CN103362207B CN103362207B CN201310308578.9A CN201310308578A CN103362207B CN 103362207 B CN103362207 B CN 103362207B CN 201310308578 A CN201310308578 A CN 201310308578A CN 103362207 B CN103362207 B CN 103362207B
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- installing hole
- steel beam
- beam column
- altitude
- emergency support
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Abstract
The invention discloses the pre-splicing structure in a kind of steel beam column high-altitude, it comprises steel beam column, emergency support and wire rope, described steel beam column offers horizontal installing hole and vertical installing hole, described emergency support is fixed on steel beam column by securing member through horizontal installing hole and vertical installing hole, described wire rope is arranged in the groove at emergency support top, described horizontal installing hole and vertical installing hole are waist-shaped hole, and offer the bayonet socket of several arcs in described horizontal installing hole.The pre-splicing structure in above-mentioned steel beam column high-altitude can be different according to different steel beam column position, hole, adjustment installation site, versatility is good, and cost is low.
Description
Technical field
The invention belongs to the pre-assembling technique in steel beam column high-altitude, particularly relate to the pre-splicing structure in a kind of steel beam column high-altitude.
Background technology
At present, existing steel beam column high-altitude is assembled in advance, needs the emergency support different according to different structure manufactures, is much single use, poor universality, 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 beam column high-altitude, it has the good feature of versatility, to solve the problems referred to above of the pre-assembled existence in steel beam column high-altitude in prior art.
For reaching this object, the present invention by the following technical solutions:
The pre-splicing structure in a kind of steel beam column high-altitude, it comprises steel beam column, emergency support and wire rope, wherein, described steel beam column offers horizontal installing hole and vertical installing hole, described emergency support is fixed on steel beam column by securing member through horizontal installing hole and vertical installing hole, 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 offers the bayonet socket of several arcs in described horizontal installing hole.
Especially, in the top of wire rope, Anti-off bolt is installed in the groove of described emergency support, skids off above notch 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 position, hole that compared with prior art the pre-splicing structure in described steel beam column high-altitude can be different according to different steel beam column, and adjustment installation site, versatility is good, and cost is low.
Accompanying drawing explanation
Fig. 1 is the structural representation of the pre-splicing structure in steel beam column high-altitude that the specific embodiment of the invention 1 provides;
Fig. 2 is the lateral view at A place in Fig. 1.
Detailed description of the invention
Technical scheme of the present invention is further illustrated by detailed description of the invention below in conjunction with accompanying drawing.
Refer to shown in Fig. 1 and Fig. 2, in the present embodiment, the pre-splicing structure in a kind of steel beam column high-altitude comprises steel beam column 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 groove 4, and in the top of wire rope 3, Anti-off bolt 5 is installed in the groove 4 of described emergency support 2, skid off from groove 4 to prevent wire rope 3.Described steel beam column 1 offers horizontal installing hole 6 and vertical installing hole 7, described emergency support 2 is respectively by set bolt 8a, set bolt 8b is fixed on steel beam column 1 through horizontal installing hole 6 and vertical installing hole 7, described horizontal installing hole 6 is waist-shaped hole, and the parallel bayonet socket 9 being placed with six arcs in its top, can according to the different position, hole of different steel beam column 1, the installation site of adjustment set bolt 8a, cambered design serves positioning action simultaneously, described vertical installing hole 7 is also waist-shaped hole, with the installation site making emergency support 2 can adjust above-below direction as required, enhance the usability of emergency support 2.
Steel structure pre-assembled time, multiple emergency support 2 is arranged on steel beam column 1, and wire rope 3 is by the groove 4 of each emergency support 2 upper end, and installation personnel can hold up wire rope 3 to walk about, and contributes to the operation at high-altitude safe.
Above embodiment has just set forth general principle of the present invention and characteristic; the present invention does not limit by above-mentioned example; without departing from the spirit and scope of the present invention, the present invention also has various change and change, and these changes and change all fall in the claimed scope of the invention.Application claims protection domain is defined by appending claims and equivalent thereof.
Claims (2)
1. the pre-splicing structure in steel beam column high-altitude, it comprises steel beam column, emergency support and wire rope, it is characterized in that, described steel beam column offers horizontal installing hole and vertical installing hole, described emergency support is fixed on steel beam column by securing member through horizontal installing hole and vertical installing hole, described wire rope is arranged in the groove at emergency support top, described horizontal installing hole and vertical installing hole are waist-shaped hole, and in described horizontal installing hole, offer the bayonet socket of several arcs, in the top of wire rope, Anti-off bolt is installed in the groove of described emergency support.
2. the pre-splicing structure in steel beam column 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 CN103362207A (en) | 2013-10-23 |
| CN103362207B true CN103362207B (en) | 2016-01-13 |
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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)
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| CN (1) | CN103362207B (en) |
Families Citing this family (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 |
| 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 |
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 |
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| Publication number | Publication date |
|---|---|
| CN103362207A (en) | 2013-10-23 |
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