CN203129641U - Steel roof truss factory building - Google Patents
Steel roof truss factory building Download PDFInfo
- Publication number
- CN203129641U CN203129641U CN 201320018173 CN201320018173U CN203129641U CN 203129641 U CN203129641 U CN 203129641U CN 201320018173 CN201320018173 CN 201320018173 CN 201320018173 U CN201320018173 U CN 201320018173U CN 203129641 U CN203129641 U CN 203129641U
- Authority
- CN
- China
- Prior art keywords
- roof truss
- steel roof
- factory building
- lower chord
- steel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- Rod-Shaped Construction Members (AREA)
Abstract
The utility model relates to a steel roof truss factory building which comprises a roof, a wall body, a steel roof truss and bent frame columns. The steel roof truss is connected with the bent frame columns and comprises an upper chord, a lower chord and supporting rods. The supporting rods are connected with the upper chord and the lower chord and are divided into diagonal web members and vertical web members, the diagonal web members are distributed in an X-shaped mode, and the lower chord is joist steel. According to the steel roof truss factory building, the diagonal web members of the steel roof truss are distributed in the X-shaped mode and are more stable than in a V shape mode or an inverted-V shape mode in the prior art, and meanwhile the lower chord is the joist steel, so a wing edge is wide, lateral stiffness is large, resistance to bending is strong, and stability of the integral structure is strengthened.
Description
Technical field
The utility model relates to building field, specifically is a kind of steel roof truss factory building.
Background technology
Factory building particularly has the factory building span of driving when big, just needs the high factory building roof truss that supports.The support bar of steel roof truss is generally V-arrangement or inverted V-shaped, less stable in the prior art.
Summary of the invention
The purpose of this utility model is to address the above problem, and a kind of high steel roof truss factory building that supports that has is provided.
The utility model is by the following technical solutions:
A kind of steel roof truss factory building, comprise roof, body of wall, steel roof truss, framed bent post, it is characterized in that, steel roof truss is connected with the framed bent post, described steel roof truss comprises upper chord, lower chord, support bar, and support bar connects upper chord and lower chord, and described support bar is divided into diagonal web member and perpendicular web member, the diagonal web member arrangement form is X-shaped, and described lower chord is i iron.
Further, described steel roof truss is trapezoidal.
Further, described steelframe room and framed bent are column articulated.
The beneficial effects of the utility model:
The utility model steel roof truss diagonal web member arrangement form is that X-shaped is more stable than V-arrangement in the prior art or inverted V-shaped, and lower chord is i iron simultaneously, and the edge of a wing is wide, and lateral rigidity is big, and bending resistance is strong, has strengthened integrally-built stability.
Description of drawings
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described further.
As shown in Figure 1, factory building comprises roof 1, body of wall 2, steel roof truss 3, framed bent post 4, and roof 1 and steel roof truss 3 are trapezoidal, and steel roof truss 3 is connected with framed bent post 4.Steel roof truss 3 comprises upper chord 5, lower chord 6, support bar, and support bar connects upper chord 5 and lower chord 6, and support bar is divided into diagonal web member 7 and perpendicular web member 8, and diagonal web member 7 is arranged to X-shaped, arranges a perpendicular web member 8 between per two X-shapeds.The support bar arrangement form is that X-shaped is more stable than V-arrangement in the prior art or inverted V-shaped.Lower chord 6 is i iron, and the edge of a wing is wide, and lateral rigidity is big, and bending resistance is strong, has strengthened integrally-built stability.
Claims (3)
1. steel roof truss factory building, comprise roof, body of wall, steel roof truss, framed bent post, it is characterized in that, steel roof truss is connected with the framed bent post, described steel roof truss comprises upper chord, lower chord, support bar, and support bar connects upper chord and lower chord, and described support bar is divided into diagonal web member and perpendicular web member, the diagonal web member arrangement form is X-shaped, and described lower chord is i iron.
2. steel roof truss factory building according to claim 1 is characterized in that described steel roof truss is trapezoidal.
3. steel roof truss factory building according to claim 1 is characterized in that described steelframe room and framed bent are column articulated.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320018173 CN203129641U (en) | 2013-01-15 | 2013-01-15 | Steel roof truss factory building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320018173 CN203129641U (en) | 2013-01-15 | 2013-01-15 | Steel roof truss factory building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203129641U true CN203129641U (en) | 2013-08-14 |
Family
ID=48937633
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320018173 Expired - Fee Related CN203129641U (en) | 2013-01-15 | 2013-01-15 | Steel roof truss factory building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203129641U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672510A (en) * | 2015-03-31 | 2016-06-15 | 济南热电有限公司 | Steel roof truss with anti-seismic and energy-dissipation effect |
| CN107338861A (en) * | 2016-11-22 | 2017-11-10 | 浙江绿筑集成科技有限公司 | The method for improving staggered truss chord member part anti-bending bearing capacity |
-
2013
- 2013-01-15 CN CN 201320018173 patent/CN203129641U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672510A (en) * | 2015-03-31 | 2016-06-15 | 济南热电有限公司 | Steel roof truss with anti-seismic and energy-dissipation effect |
| CN107338861A (en) * | 2016-11-22 | 2017-11-10 | 浙江绿筑集成科技有限公司 | The method for improving staggered truss chord member part anti-bending bearing capacity |
| CN107338861B (en) * | 2016-11-22 | 2019-08-02 | 浙江绿筑集成科技有限公司 | The method for improving staggered truss chord member part anti-bending bearing capacity |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130814 Termination date: 20160115 |
|
| EXPY | Termination of patent right or utility model |