CN105178450A - Wind-resisting column and door rigid beam joint structure - Google Patents
Wind-resisting column and door rigid beam joint structure Download PDFInfo
- Publication number
- CN105178450A CN105178450A CN201510627001.3A CN201510627001A CN105178450A CN 105178450 A CN105178450 A CN 105178450A CN 201510627001 A CN201510627001 A CN 201510627001A CN 105178450 A CN105178450 A CN 105178450A
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- wind
- gangliang
- men
- resistant column
- rigid beam
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Abstract
The invention discloses a wind-resisting column and door rigid beam joint structure, comprising a wind-resisting column and a door rigid beam which are arranged on a same plane. The upper end of the wind-resisting column is provided with round holes. A connecting plate is welded to a lower segment of the door rigid beam and is provided with elliptical holes. The door rigid beam is arranged right above the wind-resisting column and is fixed by connecting bolts to the round holes and the elliptical holes. The upper end of the door rigid beam is provided with a tie rod, a fixing block is arranged below the tie rod, and a support rod on the fixing block is connected with the door rigid beam. By disposing the wind-resisting column and the door rigid beam on the same plane, the problem that a building space utilization of an existing house is low is solved.
Description
Technical field
The present invention relates to and remember construction field, particularly relate to the connecting joint structure of a kind of house wind-resistant column and Men Gangliang.
Background technology
Wind-resistant column and Men Gangliang are the important composition parts in house building, but it is total at traditional building Hu, wind-resistant column and Men Gangliang are not at grade, generally both spacing are at about 600mm, this just makes architectural space bigger, causes space availability ratio not high, and building costs is also large simultaneously, therefore, the problem solving this class seems particularly important.
Summary of the invention
For the deficiencies in the prior art, the invention provides the connecting joint structure of a kind of wind-resistant column and Men Gangliang, by wind-resistant column and Men Gangliang being disposed on the same plane, to solve the not high problem of existing building construction space availability ratio.
In order to solve the problem, the invention provides the connecting joint structure of a kind of wind-resistant column and Men Gangliang, include wind-resistant column and Men Gangliang, described wind-resistant column and Men Gangliang are disposed on the same plane, the upper end of described wind-resistant column is provided with circular port, the hypomere of described Men Gangliang is welded to connect plate, and elliptical aperture is provided with on junction plate, Men Gangliang is provided with directly over described wind-resistant column, and be bolted circular port and elliptical aperture is fixed, the upper end of described Men Gangliang is provided with tie-rod, tie-rod is arranged with fixed block, described fixed block is provided with strut and is connected with Men Gangliang.
Further improvement is: described tie-rod is bolted on Men Gangliang.
Further improvement is: described strut is connected with Men Gangliang with fixed block by bolt.
The invention has the beneficial effects as follows: 1, by wind-resistant column and Men Gangliang being disposed on the same plane, improve the layout of architectural space, making wind-resistant column lean on ragged edge to arrange, improve space availability ratio, also meet mechanical characteristic and the effect of wind-resistant column simultaneously; 2, after roofing bears mobile load, elliptical aperture can make Men Gangliang produce displacement, makes wind-resistant column not by downward vertical load, and the wind load level that wind-resistant column transmits by bolt simultaneously passes to Men Gangliang; 3, when suffered by wind-resistant column, wind load passes to Men Gangliang, Men Gangliang must be turned round, by the anti-twisting property establishing a strut to improve Men Gangliang between tie-rod and Men Gangliang.
Accompanying drawing explanation
Fig. 1 is connection layout of the present invention.
Fig. 2 is expanded view of the present invention.
Wherein: 1-wind-resistant column, the firm beam of 2-door, 3-circular port, 4-junction plate, 5-elliptical aperture, 6-tie-rod, 7-fixed block, 8-strut.
Detailed description of the invention
In order to deepen the understanding of the present invention, below in conjunction with embodiment, the invention will be further described, and the present embodiment only for explaining the present invention, does not form limiting the scope of the present invention.
As Fig. 1, shown in 2, present embodiments provide the connecting joint structure of a kind of wind-resistant column and Men Gangliang, include wind-resistant column 1 and Men Gangliang 2, described wind-resistant column 1 and Men Gangliang 2 are disposed on the same plane, the upper end of described wind-resistant column 1 is provided with circular port 3, the lower end of described Men Gangliang 2 is welded with junction plate 4, and elliptical aperture 5 is provided with on junction plate 4, Men Gangliang 2 is provided with directly over described wind-resistant column 1, and be bolted circular port and elliptical aperture is fixed, the upper end of described Men Gangliang 2 is provided with tie-rod 6, tie-rod 6 is arranged with fixed block 7, described fixed block 7 is provided with strut 8 and is connected with Men Gangliang 2.Described tie-rod 6 is bolted on Men Gangliang 2.Described strut 8 is connected with Men Gangliang 2 with fixed block 7 by bolt.
By wind-resistant column and Men Gangliang being disposed on the same plane, improving the layout of architectural space, making wind-resistant column lean on ragged edge to arrange, improve space availability ratio, also meet mechanical characteristic and the effect of wind-resistant column simultaneously; After roofing bears mobile load, elliptical aperture can make Men Gangliang produce displacement, makes wind-resistant column not by downward vertical load, and the wind load level that wind-resistant column transmits by bolt simultaneously passes to Men Gangliang; When suffered by wind-resistant column, wind load passes to Men Gangliang, Men Gangliang must be turned round, by the anti-twisting property establishing a strut to improve Men Gangliang between tie-rod and Men Gangliang.
Claims (3)
1. the connecting joint structure of a wind-resistant column and Men Gangliang, include wind-resistant column (1) and Men Gangliang (2), it is characterized in that: described wind-resistant column (1) and Men Gangliang (2) are disposed on the same plane, the upper end of described wind-resistant column (1) is provided with circular port (3), the lower end of described Men Gangliang (2) is welded with junction plate (4), and elliptical aperture (5) is provided with on junction plate (4), Men Gangliang (2) is provided with directly over described wind-resistant column (1), and be bolted circular port and elliptical aperture is fixed, the upper end of described Men Gangliang (2) is provided with tie-rod (6), tie-rod (6) is arranged with fixed block (7), described fixed block (7) be provided with strut (8) and be connected with Men Gangliang (2).
2. the connecting joint structure of wind-resistant column as claimed in claim 1 and Men Gangliang, is characterized in that: described tie-rod (6) is bolted on Men Gangliang (2).
3. the connecting joint structure of wind-resistant column as claimed in claim 1 and Men Gangliang, is characterized in that: described strut (8) is connected with Men Gangliang (2) with fixed block (7) by bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510627001.3A CN105178450A (en) | 2015-09-29 | 2015-09-29 | Wind-resisting column and door rigid beam joint structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510627001.3A CN105178450A (en) | 2015-09-29 | 2015-09-29 | Wind-resisting column and door rigid beam joint structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105178450A true CN105178450A (en) | 2015-12-23 |
Family
ID=54900837
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510627001.3A Pending CN105178450A (en) | 2015-09-29 | 2015-09-29 | Wind-resisting column and door rigid beam joint structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105178450A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105888062A (en) * | 2016-05-31 | 2016-08-24 | 安徽富煌建筑设计研究有限公司 | Steel structure wind-resisting column node |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009249990A (en) * | 2008-04-10 | 2009-10-29 | Shimizu Corp | Column-beam joint structure and column-beam joining method |
| CN202000476U (en) * | 2011-02-10 | 2011-10-05 | 杭州胜达钢结构制造有限公司 | Supporting mechanism for tie bars and steel beams of steel structures |
| CN202359671U (en) * | 2011-12-19 | 2012-08-01 | 陆春燕 | Wind-resistant column and roof purlin mechanism for steel structure |
| CN202866085U (en) * | 2012-11-19 | 2013-04-10 | 机械工业第三设计研究院 | Light-weight roof supporting structure |
| CN203200985U (en) * | 2013-02-06 | 2013-09-18 | 中国核电工程有限公司 | Light steel structure plant wind-resisting column and roof beam connection structure |
| CN205024851U (en) * | 2015-09-29 | 2016-02-10 | 中铁城市规划设计研究院有限公司 | Connected node structure of firm roof beam of anti -wind post AND gate |
-
2015
- 2015-09-29 CN CN201510627001.3A patent/CN105178450A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009249990A (en) * | 2008-04-10 | 2009-10-29 | Shimizu Corp | Column-beam joint structure and column-beam joining method |
| CN202000476U (en) * | 2011-02-10 | 2011-10-05 | 杭州胜达钢结构制造有限公司 | Supporting mechanism for tie bars and steel beams of steel structures |
| CN202359671U (en) * | 2011-12-19 | 2012-08-01 | 陆春燕 | Wind-resistant column and roof purlin mechanism for steel structure |
| CN202866085U (en) * | 2012-11-19 | 2013-04-10 | 机械工业第三设计研究院 | Light-weight roof supporting structure |
| CN203200985U (en) * | 2013-02-06 | 2013-09-18 | 中国核电工程有限公司 | Light steel structure plant wind-resisting column and roof beam connection structure |
| CN205024851U (en) * | 2015-09-29 | 2016-02-10 | 中铁城市规划设计研究院有限公司 | Connected node structure of firm roof beam of anti -wind post AND gate |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105888062A (en) * | 2016-05-31 | 2016-08-24 | 安徽富煌建筑设计研究有限公司 | Steel structure wind-resisting column node |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20151223 |
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| RJ01 | Rejection of invention patent application after publication |