CN101831957A - Joint of industrialization beam column of low-rise steel residential structure - Google Patents
Joint of industrialization beam column of low-rise steel residential structure Download PDFInfo
- Publication number
- CN101831957A CN101831957A CN 201010154772 CN201010154772A CN101831957A CN 101831957 A CN101831957 A CN 101831957A CN 201010154772 CN201010154772 CN 201010154772 CN 201010154772 A CN201010154772 A CN 201010154772A CN 101831957 A CN101831957 A CN 101831957A
- Authority
- CN
- China
- Prior art keywords
- steel
- support angle
- angle steel
- column
- joint
- 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.)
- Pending
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a joint of an industrialization beam column of a low-rise steel residential structure, comprising an H-shaped steel column, an H-shaped steel beam, an upper support angle steel, a lower support angle steel, a side support angle steel as well as high-strength bolts and nuts. The upper support angle steel, the lower support angle steel and the side support angle steel are welded on the lateral side of the H-shaped steel column; the end of the H-shaped steel beam is positioned between the upper support angle steel and the lower support angle steel, and the fin edge thereof is connected with the upper and lower support angle steels by the high-strength bolts and nuts; and a web plate of the H-shaped steel beam is connected with the side support angle steel by the high-strength bolts and nuts. Thus, the joint of industrialization beam column of low-rise steel residential structure of the invention has the advantages of high assembling degree, effective reduction of the cross section of the beam, good economical efficiency, simple and easy operation and capability of transferring the partial bending torque and the shearing force of the beam. Therefore, compared with the prior art, the joint of industrialization beam column of low-rise steel residential structure improves the stress performance and enhances the operability and economic efficiency.
Description
Technical field
The invention belongs to building field, be specifically related to a kind of joint of industrialization beam column of low-rise steel residential structure.
Background technology
Steel-structure beam-column node can be divided into two kinds at present, i.e. rigid joint and hinged joint.The characteristics of hinged joint are: hinged joint is the shearing of transfer beams generation only, transmits the moment of flexure poor effect, and beam section is bigger, but the hinged joint fabrication and installation are easy, and rigid joint is less economical relatively.The characteristics of rigid joint are: but the moment of flexure that rigid joint not only can transfer beams but also the shearing of transfer beams, beam section is less, and hinged joint economy is good relatively, but the job site needs welding, construction is complicated, and higher to construction technical requirement, and welding quality is difficult for guaranteeing.
Summary of the invention
The purpose of this invention is to provide a kind of joint of industrialization beam column of low-rise steel residential structure, it can transmit moment of flexure and shearing preferably, and better economic is arranged again, and easy construction is easy to install simultaneously, and suitable industrialization production.
For achieving the above object, the present invention takes following design scheme:
A kind of joint of industrialization beam column of low-rise steel residential structure is characterized in that, it comprises: H steel column, H section steel beam, upper support angle steel, lower support angle steel, side bearing angle steel, high-strength bolt and nut;
Described upper support angle steel, lower support angle steel and side bearing angle steel are welded on the side of described H steel column, the end of described H section steel beam is between described upper support angle steel and lower support angle steel, the edge of a wing of described H section steel beam is connected with described upper and lower supporting angle steel by described high-strength bolt and nut, and the web of described H section steel beam links to each other with described side bearing angle steel by described high-strength bolt and nut.
Described H steel column is provided with stiffening rib at the node place, on the edge of a wing that described stiffening rib is welded on described H steel column and the web and relative with the edge of a wing of described H section steel beam.
The quantity of described H section steel beam is two, is symmetricly set on the both sides of described H steel column.
Advantage of the present invention is:
1, joint of industrialization beam column of low-rise steel residential structure of the present invention, it comprises: H steel column, H section steel beam, upper support angle steel, lower support angle steel, side bearing angle steel, high-strength bolt and nut; Upper support angle steel, lower support angle steel and side bearing angle steel are welded on the side of H steel column, the end of H section steel beam is between upper support angle steel and lower support angle steel, the edge of a wing of H section steel beam is connected with upper and lower supporting angle steel by high-strength bolt and nut, and the web of H section steel beam links to each other with the side bearing angle steel by high-strength bolt and nut.This shows that joint of industrialization beam column of low-rise steel residential structure assemblingization degree of the present invention is higher, and can effectively reduce beam section, good economy performance, and the simple operation easily of construction, and part moment of flexure and shearing that can transfer beams.Therefore, joint of industrialization beam column of low-rise steel residential structure of the present invention is compared with prior art, has improved stress performance, has improved operability and economy.
2, joint of industrialization beam column of low-rise steel residential structure of the present invention, wherein the H steel column is provided with stiffening rib at the node place, on the edge of a wing that stiffening rib is welded on described H steel column and the web and relative, guaranteed the intensity of joint of industrialization beam column of low-rise steel residential structure with the edge of a wing of H section steel beam.
Description of drawings
Fig. 1 is the present invention's main TV structure schematic diagram
Fig. 2 is the present invention's right TV structure schematic diagram
Fig. 3 is the present invention's plan structure schematic diagram
The specific embodiment
For ease of the further purpose means of understanding the present invention, attached now with preferred embodiment figure detailed description as back:
As Fig. 1, Fig. 2, shown in Figure 3, joint of industrialization beam column of low-rise steel residential structure of the present invention, it comprises: H steel column 1, H section steel beam 2, upper support angle steel 3, lower support angle steel 4, side bearing angle steel 5, high-strength bolt 6 and nut 7; Upper support angle steel 3, lower support angle steel 4 and side bearing angle steel 5 are welded on the side of H steel column 1, the end of H section steel beam 2 is between upper support angle steel 3 and lower support angle steel 4, the edge of a wing 8 of H section steel beam 2 is connected with upper support angle steel 3, lower support angle steel 4 by high-strength bolt 6 and nut 7, and the web 9 of H section steel beam 2 links to each other with side bearing angle steel 5 by high-strength bolt 6 and nut 7.
The quantity of H section steel beam 2 is two, is symmetricly set on the both sides of H steel column 1.
Claims (3)
1. a joint of industrialization beam column of low-rise steel residential structure is characterized in that it comprises: H steel column, H section steel beam, upper support angle steel, lower support angle steel, side bearing angle steel, high-strength bolt and nut;
Described upper support angle steel, lower support angle steel and side bearing angle steel are welded on the side of described H steel column, the end of described H section steel beam is between described upper support angle steel and lower support angle steel, the edge of a wing of described H section steel beam is connected with described upper and lower supporting angle steel by described high-strength bolt and nut, and the web of described H section steel beam links to each other with described side bearing angle steel by described high-strength bolt and nut.
2. joint of industrialization beam column of low-rise steel residential structure according to claim 1 is characterized in that, described H steel column is provided with stiffening rib at the node place, on the edge of a wing that described stiffening rib is welded on described H steel column and the web and relative with the edge of a wing of described H section steel beam.
3. joint of industrialization beam column of low-rise steel residential structure according to claim 1 and 2 is characterized in that the quantity of described H section steel beam is two, is symmetricly set on the both sides of described H steel column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010154772 CN101831957A (en) | 2010-04-26 | 2010-04-26 | Joint of industrialization beam column of low-rise steel residential structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010154772 CN101831957A (en) | 2010-04-26 | 2010-04-26 | Joint of industrialization beam column of low-rise steel residential structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101831957A true CN101831957A (en) | 2010-09-15 |
Family
ID=42716155
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010154772 Pending CN101831957A (en) | 2010-04-26 | 2010-04-26 | Joint of industrialization beam column of low-rise steel residential structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101831957A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103243817A (en) * | 2013-04-28 | 2013-08-14 | 中国十七冶集团有限公司 | Fabricated beam-column connecting device |
| CN106759884A (en) * | 2016-12-03 | 2017-05-31 | 合肥俊刚机械科技有限公司 | A kind of overhang end plate beam column connected node structure |
| CN108678185A (en) * | 2018-06-04 | 2018-10-19 | 东北林业大学 | A kind of complete prefabricated detachable assembling type beam-column connection |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11280148A (en) * | 1998-03-30 | 1999-10-12 | Nippon Steel Corp | Joint construction for steel column and beam |
| CN1752367A (en) * | 2004-09-24 | 2006-03-29 | 中原石油勘探局勘察设计研究院 | Steel structure beam column joint member |
| CN101368407A (en) * | 2008-09-19 | 2009-02-18 | 清华大学 | High tensility shock-resistant node of steel structure |
-
2010
- 2010-04-26 CN CN 201010154772 patent/CN101831957A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11280148A (en) * | 1998-03-30 | 1999-10-12 | Nippon Steel Corp | Joint construction for steel column and beam |
| CN1752367A (en) * | 2004-09-24 | 2006-03-29 | 中原石油勘探局勘察设计研究院 | Steel structure beam column joint member |
| CN101368407A (en) * | 2008-09-19 | 2009-02-18 | 清华大学 | High tensility shock-resistant node of steel structure |
Non-Patent Citations (3)
| Title |
|---|
| 《中国科学技术大学学报》 20091231 完海鹰,王建国,王秀喜 双腹板、顶底角钢半刚性节点的数值模拟分析和试验研究 第39卷, 第12期 2 * |
| 《兰州理工大学硕士学位论文》 20061231 李学玉 焊接H型钢框架梁柱双向连接节点抗震性能分析 , 2 * |
| 《西安科技大学硕士学位论文》 20100112 李超华 钢框架梁柱弱轴双角钢连接受力性能研究 , 2 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103243817A (en) * | 2013-04-28 | 2013-08-14 | 中国十七冶集团有限公司 | Fabricated beam-column connecting device |
| CN106759884A (en) * | 2016-12-03 | 2017-05-31 | 合肥俊刚机械科技有限公司 | A kind of overhang end plate beam column connected node structure |
| CN108678185A (en) * | 2018-06-04 | 2018-10-19 | 东北林业大学 | A kind of complete prefabricated detachable assembling type beam-column connection |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203878778U (en) | Concrete-filled rectangular steel tube column and steel beam steel bar type node with extended end plates | |
| CN103216010B (en) | Steel pipe column-H-shaped beam joint adopting shape memory alloy bolts | |
| CN102505946B (en) | Closed metal support structure and construction method thereof | |
| CN103485476A (en) | Assembly type corrugated web holding-on H shaped steel composite beam | |
| CN206053121U (en) | A kind of new steel structure beam | |
| CN202627215U (en) | Major axis variable beam height assembling type node of H steel beam and H steel column | |
| CN103485483A (en) | Assembly type honeycombed web composite beam | |
| CN209874051U (en) | Novel semi-rigid beam column connected node of assembled steel construction | |
| CN202969589U (en) | H-type steel beam and rectangular steel tube column variable-beam depth assembly type node | |
| CN209145143U (en) | A kind of light gauge cold-formed steel shape corrugated web combination beam | |
| CN101831957A (en) | Joint of industrialization beam column of low-rise steel residential structure | |
| EP3450748B1 (en) | Connecting structure for steel tube truss and tower barrel of lattice wind power generation tower | |
| CN104863269A (en) | Primary and secondary beam rigid connection joint for wave web steel structure | |
| CN1560369A (en) | Connecting method for rigid joint of steel girdle and concrete bridge pier | |
| CN204081255U (en) | End plate type connects key structure | |
| CN201746937U (en) | Low-storied steel structure housing industrialization beam column node | |
| CN104727213B (en) | Assembly type steel reinforced concrete arch bridge T beam slab | |
| CN202401384U (en) | Ballasting structure of steel-truss cable-stayed bridge | |
| CN203284725U (en) | Steel corrugated plate circular arc arch bridge arch foot fixing structure | |
| CN201460022U (en) | Cold bending thin-wall welded steel truss purline | |
| CN202401573U (en) | Structure of batter brace serving as purline bolt | |
| CN201901948U (en) | Combined profile steel welding nail connector | |
| CN201649309U (en) | Beam column node for lower-layer steel-structure housing industrialization | |
| CN210134526U (en) | Variable-beam-height assembled H-shaped steel beam | |
| CN208415635U (en) | The angle brace device that purlin for distributed photovoltaic roofing is reinforced |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Open date: 20100915 |