CN203129435U - Steel-structured beam/column - Google Patents
Steel-structured beam/column Download PDFInfo
- Publication number
- CN203129435U CN203129435U CN 201320020351 CN201320020351U CN203129435U CN 203129435 U CN203129435 U CN 203129435U CN 201320020351 CN201320020351 CN 201320020351 CN 201320020351 U CN201320020351 U CN 201320020351U CN 203129435 U CN203129435 U CN 203129435U
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- China
- Prior art keywords
- steel
- column
- channel
- section
- reinforcing rib
- Prior art date
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 43
- 239000010959 steel Substances 0.000 claims abstract description 43
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 16
- 210000001015 abdomen Anatomy 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a steel-structured beam/column. According to the steel-structured beam/column, two to four longitudinal trapezoidal or rectangular reinforcing ribs are formed in channel faces of channel-steel plate bodies, the channel faces of two identical channel steels are clung to each other in a back-to-back manner, holes are uniformly formed in a clung plane, between the reinforcing ribs, of the channel faces along the length direction, and the channel faces are fixed in a bolted or riveted manner so as to form the beam/column. By adopting the technical scheme, the steel-structured beam/column has the advantages that the structure is simple, the loading and unloading are convenient, and the strength and rigidity of the steel profile are enhanced.
Description
Technical field
The utility model relates to steel building material field, particularly a kind of beam column of steel structure.
Background technology
At present, H shaped steel or C shaped steel that architectural steel building section bar uses, these architectural shapes adopt more thick and heavy steel plate to make, the cost height, and fabrication cycle is long, and labour intensity is big.
Summary of the invention
The purpose of this utility model addresses the above problem exactly, and a kind of lightweight steel construction and knockdown steel building section bar are provided.Especially combined steel structure girder and post.
The utility model is by the following technical solutions: a kind of beam column of steel structure, it is characterized in that, be processed with the reinforcing rib of two to four trapezoidal longitudinally or rectangles at the groove face of channel-section steel (or claim C shaped steel) steel plate body, groove face with two described identical channel-section steels is fitted back-to-back, and in the even perforate of length direction on the applying plane between the reinforcing rib on the groove face to be spirally connected or riveted and fixed constitutes beam or post.
Channel-section steel (C shaped steel) steel plate body that the utility model adopts is lightweight structures, and wall scroll channel-section steel (C shaped steel) steel plate can also use; Projection on the steel plate outside of belly plays the effect of reinforcing rib, has strengthened intensity and the rigidity of shaped steel.During installation, being fixed together forms the H shape, remakes steel work H steel and uses.
The beneficial effects of the utility model: adopt technique scheme, simple in structure, easy to loading and unloading, strengthened intensity and the rigidity of shaped steel, both can be post, can use for beam again.
Description of drawings
Fig. 1 is processed with four structural section figure of the channel-section steel of trapezoidal reinforcing rib longitudinally on the utility model channel-section steel (C shaped steel) groove face.
The specific embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
Embodiment one
As shown in Figure 1, be processed with at the back side of C shaped steel plate plate body 1 four longitudinally the cross section be trapezoidal reinforcing rib 5, rivets or bolt 2 fixing (there are three bearings in the cross section) are adopted in applying plane 4 between the reinforcing rib 5 of plate body 1 groove face.
Embodiment two
Be processed with at the back side of C shaped steel plate plate body 1 two longitudinally the cross section be trapezoidal reinforcing rib 5, rivets or bolt 2 fixing (there is a bearing in the cross section) are adopted in applying plane 4 between the reinforcing rib 5 of plate body 1 groove face.
Embodiment three
Be processed with at the back side of C shaped steel plate plate body 1 three longitudinally the cross section be trapezoidal reinforcing rib 5, rivets or bolt 2 fixing (there are two bearings in the cross section) are adopted in applying plane 4 between the reinforcing rib 5 of plate body 1 groove face.
The reinforcing rib cross section also can be rectangle.
During installation, do steel work H steel and use.Projection on the steel plate outside of belly plays the effect of reinforcing rib, has strengthened intensity and the rigidity of shaped steel.
Claims (1)
1. beam column of steel structure, it is characterized in that, be processed with the reinforcing rib of two to four trapezoidal longitudinally or rectangles at the groove face of channel-section steel steel plate body, groove face with two described identical channel-section steels is fitted back-to-back, and in the even perforate of length direction on the applying plane between the reinforcing rib on the groove face to be spirally connected or riveted and fixed constitutes beam or post.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320020351 CN203129435U (en) | 2013-01-15 | 2013-01-15 | Steel-structured beam/column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320020351 CN203129435U (en) | 2013-01-15 | 2013-01-15 | Steel-structured beam/column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203129435U true CN203129435U (en) | 2013-08-14 |
Family
ID=48937428
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320020351 Expired - Fee Related CN203129435U (en) | 2013-01-15 | 2013-01-15 | Steel-structured beam/column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203129435U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103572892A (en) * | 2013-11-07 | 2014-02-12 | 沈阳建筑大学 | Double-limb splicing thin-walled cold-formed steel efficient component |
| CN105507495A (en) * | 2015-05-07 | 2016-04-20 | 天津大学 | Special T-shaped concrete-filled steel tubular composite column applicable to industrial production |
| CN105507496A (en) * | 2015-05-07 | 2016-04-20 | 天津大学 | Special L-shaped concrete-filled steel tubular composite applicable to industrial production |
| CN105544869A (en) * | 2015-05-07 | 2016-05-04 | 天津大学 | Steel pipe and concrete combination special-shaped column suitable for industrial production |
| CN105673641A (en) * | 2014-11-22 | 2016-06-15 | 苏州耀洲金属制品有限公司 | Finished product bracket |
| CN108678222A (en) * | 2018-05-28 | 2018-10-19 | 华侨大学 | A kind of Ω types split keel type combined wall |
-
2013
- 2013-01-15 CN CN 201320020351 patent/CN203129435U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103572892A (en) * | 2013-11-07 | 2014-02-12 | 沈阳建筑大学 | Double-limb splicing thin-walled cold-formed steel efficient component |
| CN105673641A (en) * | 2014-11-22 | 2016-06-15 | 苏州耀洲金属制品有限公司 | Finished product bracket |
| CN105507495A (en) * | 2015-05-07 | 2016-04-20 | 天津大学 | Special T-shaped concrete-filled steel tubular composite column applicable to industrial production |
| CN105507496A (en) * | 2015-05-07 | 2016-04-20 | 天津大学 | Special L-shaped concrete-filled steel tubular composite applicable to industrial production |
| CN105544869A (en) * | 2015-05-07 | 2016-05-04 | 天津大学 | Steel pipe and concrete combination special-shaped column suitable for industrial production |
| CN108678222A (en) * | 2018-05-28 | 2018-10-19 | 华侨大学 | A kind of Ω types split keel type combined wall |
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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 |