CN103938719B - The T-shaped wall stand of big intercolumniation Factory Building metope - Google Patents
The T-shaped wall stand of big intercolumniation Factory Building metope Download PDFInfo
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- CN103938719B CN103938719B CN201410202993.0A CN201410202993A CN103938719B CN 103938719 B CN103938719 B CN 103938719B CN 201410202993 A CN201410202993 A CN 201410202993A CN 103938719 B CN103938719 B CN 103938719B
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Abstract
The invention discloses the T-shaped wall stand of a kind of big intercolumniation Factory Building metope, Pin portal strut form Factory Building, it is characterized in that, also include the rigid frame side column being arranged on limit row, arrange on limit and wind-resistant column is set between each rigid frame side column, wind-resistant column top supporting wall stand crossbeam.The T-shaped wall stand of the present invention arranges the T-shaped wall stand crossbeam of wind-resistant column and top in the middle of the limit row rigid frame side column of standard Pin portal-rigid frames, to realize the transmission of wind resistance capital horizontal loading, define the T-shaped wall stand that horizontal loading wind-resistant column wall stand crossbeam rigid frame side column is Path of Force Transfer, thus reduce the span of big intercolumniation Factory Building non-gable metope purlin and the load-bearing area of single purlin, to reach structure stress rationally and the purpose of materials economy.
Description
Technical field
The present invention relates to the T-shaped wall stand of a kind of big intercolumniation Factory Building metope, belong to long strands field.
Background technology
Along with the Development of Urbanization increase day by day to Factory Building demand, lightweight steel construction portal-rigid frames Factory Building has obtained universal popularization and application.In the design process of some production field Factory Building, the complexity arranged due to particularity and the equipment of production technology, the portal-rigid frames of little intercolumniation (Factory Building longitudinal direction post away from) can not meet requirement, then the intercolumniation of 12m or even bigger distance is arisen at the historic moment, and the most just brings the problem that Factory Building longitudinal direction metope purlin span is big, wall system cost is high.
Summary of the invention
The technical problem to be solved is the defect overcoming prior art, it is provided that the T-shaped wall stand of a kind of big intercolumniation Factory Building metope, reduces metope purlin span, reduces wall system cost.
For solving above-mentioned technical problem, the present invention provides the T-shaped wall stand of a kind of big intercolumniation Factory Building metope, Pin portal strut forms Factory Building, it is characterized in that, also include the rigid frame side column being arranged on limit row, arrange on limit and wind-resistant column is set between each rigid frame side column, wind-resistant column top supporting wall stand crossbeam.
Arranging a short column at wind-resistant column top, wind-resistant column is connected with wall stand crossbeam by short column.
A plate is set between short column and wall stand crossbeam, uses high-strength bolt to be attached with short column, wall stand crossbeam by connecting plate.
Described wall stand crossbeam is arranged on the side of short column, and described connecting plate is arranged on short column and the top of wall stand crossbeam, is connected with wall stand crossbeam by short column.
Wall stand crossbeam uses rectangular steel tube.
Limit arranges the centre position of each rigid frame side column and is respectively provided with a wind-resistant column.
The beneficial effect that the present invention is reached:
The T-shaped wall stand of the present invention arranges the T-shaped wall stand crossbeam of wind-resistant column and top in the middle of the limit row rigid frame side column of standard Pin portal-rigid frames, to realize the transmission of wind resistance capital horizontal loading, thus reduce the span of big intercolumniation Factory Building non-gable metope purlin and the load-bearing area of single purlin, to reach structure stress rationally and the purpose of materials economy.
Accompanying drawing explanation
Fig. 1 is T-shaped wall stand horizontal layout schematic diagram；
Fig. 2 is the side elevation 1-1 profile in Fig. 1；
Fig. 3 is T-shaped wall stand and wind-resistant column node schematic diagram.
Detailed description of the invention
Below in conjunction with specific embodiment, such scheme is described further.Should be understood that these embodiments are for illustrating that the present invention is not limited to limit the scope of the present invention.The implementation condition used in embodiment can do adjustment further according to the condition of concrete producer and building site, and not marked implementation condition is usually the condition in normal experiment and building site.
As shown in Figure 1, Figure 2 and Figure 3, when the spacing of factory building columns spacing namely standard Pin portal-rigid frames 3 is bigger, the load-bearing area of span with single purlin for reducing metope purlin, the wind-resistant column 2 set up in the middle of the row rigid frame side column 4 of both sides, upper end is supported on T-shaped wall stand crossbeam 1, uses the type of attachment only transmitting horizontal force, the horizontal force transmitted for reliable delivery wind resistance capital, this crossbeam takes the section form of square steel tube, to increase rigidity and to reduce deformation.Newly-increased wind-resistant column 2 then passes through to arrange on wind-resistant column 2 short column 5 with the connection of wall stand crossbeam 1, uses high-strength bolt 6 and connecting plate 7 to be attached with wall stand crossbeam 1.
In the present embodiment, spacing 2X between rigid frame side column 4 is 12000mm, and wind-resistant column 2 is arranged on the centre of adjacent two piece rigid frame side column 4, and spacing X of the rigid frame side column 4 that wind-resistant column 2 is adjacent apart from both sides is 6000mm.
Wind-resistant column 2 is set up in the middle of rigid frame 3 one end of big intercolumniation, set up crossbeam 1 at capital simultaneously, to realize the transmission of wind resistance capital horizontal force, the most just the T-shaped wall stand that horizontal loading wind-resistant column 2 wall stand crossbeam 1 rigid frame side column 4 is Path of Force Transfer is defined, so that the span of the metope purlin with newly-increased wind-resistant column as bearing is reduced, reach to reduce the purpose of wall system cost.
For realizing the wall system of above-mentioned T-shaped wall stand, in addition it is also necessary to calculate required sectional dimension according to relevant loading condition, determine relevant node type of attachment, by normal construction process fabrication and installation.
Examples detailed above only for technology design and the feature of the present invention are described, its object is to allow person skilled in the art will appreciate that present disclosure and to implement according to this, can not limit the scope of the invention with this.All equivalence changes done according to spirit of the invention or modification, all should contain within protection scope of the present invention.
Claims (3)
1. a T-shaped wall stand for big intercolumniation Factory Building metope, is formed Factory Building by Pin portal strut, it is characterized in that, also includes the rigid frame side column being arranged on limit row, arranges on limit and arranges wind-resistant column between each rigid frame side column, wind-resistant column top supporting wall stand crossbeam；
Arranging a short column at wind-resistant column top, wind-resistant column is connected with wall stand crossbeam by short column；
A plate is set between short column and wall stand crossbeam, uses high-strength bolt to be attached with short column, wall stand crossbeam by connecting plate；
Limit arranges the centre position of each rigid frame side column and is respectively provided with a wind-resistant column.
The T-shaped wall stand of big intercolumniation Factory Building metope the most according to claim 1, is characterized in that, described wall stand crossbeam is arranged on the side of short column, and described connecting plate is arranged on short column and the top of wall stand crossbeam, is connected with wall stand crossbeam by short column.
The T-shaped wall stand of big intercolumniation Factory Building metope the most according to claim 1, is characterized in that, wall stand crossbeam uses rectangular steel tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410202993.0A CN103938719B (en) | 2014-05-15 | 2014-05-15 | The T-shaped wall stand of big intercolumniation Factory Building metope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410202993.0A CN103938719B (en) | 2014-05-15 | 2014-05-15 | The T-shaped wall stand of big intercolumniation Factory Building metope |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103938719A CN103938719A (en) | 2014-07-23 |
| CN103938719B true CN103938719B (en) | 2016-11-23 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201410202993.0A Active CN103938719B (en) | 2014-05-15 | 2014-05-15 | The T-shaped wall stand of big intercolumniation Factory Building metope |
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Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112459356A (en) * | 2020-11-10 | 2021-03-09 | 苏州方正工程技术开发检测有限公司 | Connecting node of wall sealing column and outer gutter of large-column-distance factory building |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0194949B1 (en) * | 1985-03-14 | 1989-05-31 | Societe Etude - Promotion - Architecture "S.E.P.R.A." | Utility building, especially a shopping space |
| JPH07300900A (en) * | 1994-05-02 | 1995-11-14 | Shimizu Corp | Building having rigid frame structure |
| CN2747294Y (en) * | 2004-11-28 | 2005-12-21 | 山东万事达钢结构有限公司 | Steel room skeleton consisting of cold-bending profile steel component and connector connected by screw |
| CN201074365Y (en) * | 2007-07-19 | 2008-06-18 | 沈阳铝镁设计研究院 | Wind-resistant column chapiter node structure |
| CN202416560U (en) * | 2011-06-23 | 2012-09-05 | 北京诚栋国际营地集成房屋有限公司 | Assembled lightweight steel construction building framework connected by bolts completely |
| CN103470077A (en) * | 2013-10-08 | 2013-12-25 | 江苏明福钢结构有限公司 | Novel steel-structured plant |
| CN203499018U (en) * | 2013-12-04 | 2014-03-26 | 山东杭萧钢构有限公司 | Hinge connection structure for wind-resisting column and roof beam |
| CN203834662U (en) * | 2014-05-15 | 2014-09-17 | 苏州工业园区设计研究院股份有限公司 | T-shaped wall shelf for large intercolumniation plant wall |
-
2014
- 2014-05-15 CN CN201410202993.0A patent/CN103938719B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0194949B1 (en) * | 1985-03-14 | 1989-05-31 | Societe Etude - Promotion - Architecture "S.E.P.R.A." | Utility building, especially a shopping space |
| JPH07300900A (en) * | 1994-05-02 | 1995-11-14 | Shimizu Corp | Building having rigid frame structure |
| CN2747294Y (en) * | 2004-11-28 | 2005-12-21 | 山东万事达钢结构有限公司 | Steel room skeleton consisting of cold-bending profile steel component and connector connected by screw |
| CN201074365Y (en) * | 2007-07-19 | 2008-06-18 | 沈阳铝镁设计研究院 | Wind-resistant column chapiter node structure |
| CN202416560U (en) * | 2011-06-23 | 2012-09-05 | 北京诚栋国际营地集成房屋有限公司 | Assembled lightweight steel construction building framework connected by bolts completely |
| CN103470077A (en) * | 2013-10-08 | 2013-12-25 | 江苏明福钢结构有限公司 | Novel steel-structured plant |
| CN203499018U (en) * | 2013-12-04 | 2014-03-26 | 山东杭萧钢构有限公司 | Hinge connection structure for wind-resisting column and roof beam |
| CN203834662U (en) * | 2014-05-15 | 2014-09-17 | 苏州工业园区设计研究院股份有限公司 | T-shaped wall shelf for large intercolumniation plant wall |
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| CN103938719A (en) | 2014-07-23 |
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Address after: Suzhou Industrial Park Suzhou City, Jiangsu province 215126 Sheng Pu Zhen Jin Sheng Lu No. 12 Applicant after: ARTS GROUP CO., LTD. Address before: Suzhou Industrial Park Suzhou City, Jiangsu province 215126 Sheng Pu Zhen Jin Sheng Lu No. 12 Applicant before: Suzhou Industrial Park Design & Research Institute Co., Ltd. |
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