CN2752354Y - Juncture component of steel structure beam column - Google Patents
Juncture component of steel structure beam column Download PDFInfo
- Publication number
- CN2752354Y CN2752354Y CN 200420074766 CN200420074766U CN2752354Y CN 2752354 Y CN2752354 Y CN 2752354Y CN 200420074766 CN200420074766 CN 200420074766 CN 200420074766 U CN200420074766 U CN 200420074766U CN 2752354 Y CN2752354 Y CN 2752354Y
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- bolt hole
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Abstract
The utility model discloses a node component of a steel structural beam and post, which is composed of a steel upright post and an H-shaped beam, wherein the H-shaped beam comprises a transverse beam and a longitudinal beam, and the lateral surface of the steel upright post is provided with a bolt hole. The utility model is characterized in that both the upper and the lower sides of the bolt hole are provided with spacing brackets composed of L-shaped angle steel, and each bracket is provided with a bolt hole; the upper and the lower flanges of the transverse and the longitudinal beams, and a web plate of the transverse beam are provided with bolt holes; the end part of the transverse beam is provided with an end plate which is provided with a bolt hole; the end part of the longitudinal beam is welded with a clamping hoop plate in the shape like the Chinese character 'ji'; the clamping hoop plate is provided with a bolt hole. The utility model has the advantages that the fabrication of the node component of a beam and a post is convenient for standardized, factory and industrialized manufacture, so the quality of the component can be ensured; the utility model not only solves the problems that the connection of the present H-shaped steel beams and square posts or cylinders has high required accuracy of unloading, and the welding quality is difficult to ensure, but also has high speed of construction and installation. Meanwhile, the required equipment in on-site installation and construction is little.
Description
Technical field
The utility model relates to a kind of steel-structure beam-column node member, belongs to the building structure connection area.
Technical background
Steel work has the environmental protection advantage that can reuse no building waste as a kind of main architecture structure form, and the ductility of structure is big, anti-seismic performance good, meets China and world's sustainable development requirement.In steel building, the bean column node connection is the key in the Construction of Steel Structure, steel-structure beam-column node method of attachment at present mainly contains welding and is connected two kinds of methods with bolt: for the connection of i shaped steel beam and column, common method is the top flange of i beam and the T shape butt weld that through welding is adopted in the bottom flange, and web adopts friction-type to connect high-strength bolt or weld seam links to each other with the edge of a wing of H shape post.This field Welding and bolt connecting mode exist member cutting stock precision requirement height, and the field Welding quality is not easy problems such as assurance.
Summary of the invention
The utility model is exactly to require height, field Welding quality to be difficult for the problem that guarantees at the member cutting stock precision that existing connected mode exists, and a kind of steel-structure beam-column node member is provided.
The purpose of this utility model is achieved in that the steel-structure beam-column node member is made up of steel post and " worker " word beam, " worker " word beam comprises crossbeam and longeron, the side of steel post has bolt hole, be provided with the spacing bracket that L shaped angle steel is formed in the both sides up and down of bolt hole, have bolt hole on the carriage; Have bolt hole on the last bottom flange of crossbeam, longeron and the web of crossbeam, the end of crossbeam is welded with end plate, has bolt hole on the end plate, is welded with " several " font clip plate in the end of vertical fine strain of millet, has bolt hole on the clip plate.
The utlity model has following advantage: 1, standardization, batch production, industrialization production are convenient in the making of bean column node member, and component quality is guaranteed; 2, not only changed blanking precision prescribed height in being connected of present H shape girder steel and square column or cylinder and welding quality and be difficult for the problem that guarantees, and construction and installation speed is fast, on-the-spot installation needs equipment few.
Description of drawings
Fig. 1: steel post structural representation; Fig. 2: beam structure schematic diagram; Fig. 3: longitudinal beam structure schematic diagram;
Fig. 4: cross beam column node mounting plane schematic diagram;
Fig. 5: cross beam column node mounting vertical plane schematic diagram;
Fig. 6: T-shaped bean column node mounting plane schematic diagram; Fig. 7: corner post node mounting plane schematic diagram;
Among the figure: 1-steel post, 2-spacing bracket, 3-crossbeam, 4-longeron, 5-end plate, 6-clip plate, 7-bolt, 8-bolt, 9-bolt;
The specific embodiment
As Fig. 1, Fig. 2, shown in Figure 3, the steel-structure beam-column node member, form by steel post 1 and " worker " word beam, " worker " word beam comprises crossbeam 3 and longeron 4, the side of steel post 1 has bolt hole, be provided with the spacing bracket 2 that L shaped angle steel is formed in the both sides up and down of bolt hole, have bolt hole on the carriage 2; Have bolt hole on the last bottom flange of crossbeam 3, longeron 4 and the web of crossbeam 3, the end of crossbeam 3 is welded with end plate 5, has bolt hole on the end plate 5, is welded with " several " font clip plate 6 in the end of vertical fine strain of millet 4, has bolt hole on the clip plate 6.
When factory process is made, at first according to designing requirement, the cross section and the steel plate thickness of selected steel column 1, segmentation on request, then, according to the design node diagram, the side that is welded on steel column 1 becomes a complete member with the spacing bracket 2 of coupling.Equally, according to designing requirement, the cross section and the steel plate thickness of selected crossbeam and longeron, blanking is welded into a welding " worker " font girder steel on request, end plate 5 welding and crossbeam termination, becomes a complete beam member, and on the web of crossbeam, end plate, the edge of a wing prepared screw-bolt hole, clip plate 6 is welded in the longeron termination, and, becomes a complete rail members at prepared screw-bolt hole on the edge of a wing of longeron, on the clip plate; After produce in factory finishes with upper member and through after the assay was approved, be transported to the job site, begin to assemble construction.
The connected mode of beam column of steel structure node has cross king post joint, center pillar T-shaped node and three kinds of modes of corner post node.One: the cross king post joint, as Fig. 4, shown in Figure 5, all be provided with spacing bracket 2 on four faces of steel post 1, crossbeam 3 inserts in the spacing bracket 2 in place, end plate 5 on the crossbeam 3 holds out against with column 1, insert respectively with bolt in the bolt hole of the last bottom flange of crossbeam 3 and spacing bracket 2, crossbeam 3 and spacing bracket 2 are connected and fixed; Longeron 4 places in the opposite side spacing bracket 2 of steel post 1, and clip plate 6 abuts against post 1 side and the end plate 5 of crossbeam 3 is encased, and bolt is inserted in the bolt hole of the last bottom flange of longeron 4 and spacing bracket 2 fixedly longeron 5; Bolt 7 is penetrated bolt hole on clip plate 6, end plate 5, the steel post 1 be used for crosswise fixed, the bolt hole that bolt 8 is penetrated clip plate 6, steel post 1 is used for vertically fixing, and the web of the dual-side of clip plate 6 and crossbeam 3 is also fixed with bolt 9.Two: center pillar T-shaped node, three faces of steel post 1 are provided with spacing bracket 2, and as shown in Figure 6, its order of connection and method are with the center pillar contact.Three: the corner post node, two sides of steel post 1 are provided with spacing bracket 2, and as shown in Figure 7, its order of connection and method are with the center pillar contact.
Claims (1)
1, a kind of steel-structure beam-column node member, form by steel post (1) and " worker " word beam, " worker " word beam comprises crossbeam (3) and longeron (4), it is characterized in that: the side of steel post (1) has bolt hole, be provided with the spacing bracket (2) that L shaped angle steel is formed in the both sides up and down of bolt hole, carriage has bolt hole on (2); Have bolt hole on the web of the last bottom flange of crossbeam (3), longeron (4) and crossbeam (3), the end of crossbeam (3) is welded with end plate (5), end plate has bolt hole on (5), is welded with " several " font clip plate (6) in the end of vertical fine strain of millet (4), and the clip plate has bolt hole on (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200420074766 CN2752354Y (en) | 2004-09-24 | 2004-09-24 | Juncture component of steel structure beam column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200420074766 CN2752354Y (en) | 2004-09-24 | 2004-09-24 | Juncture component of steel structure beam column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2752354Y true CN2752354Y (en) | 2006-01-18 |
Family
ID=35913764
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200420074766 Expired - Fee Related CN2752354Y (en) | 2004-09-24 | 2004-09-24 | Juncture component of steel structure beam column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2752354Y (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102221125A (en) * | 2010-05-13 | 2011-10-19 | 朱建华 | Connecting structure of nested-type composite sectional material |
| CN101748903B (en) * | 2009-12-31 | 2011-11-23 | 宝业集团浙江建设产业研究院有限公司 | Structural system of industrial low storied dwelling |
| CN102501044A (en) * | 2011-10-11 | 2012-06-20 | 中煤第一建设有限公司 | Connection method of main and auxiliary girders of head sheave platform for vertical shaft sinking steel headframe |
| CN102587538A (en) * | 2012-03-23 | 2012-07-18 | 重庆大学 | Dog-bone type coupled shear wall with end plates, bolts and steel coupling beams |
| CN103437426A (en) * | 2013-08-28 | 2013-12-11 | 东南大学 | Connection joint of outer wall ring beam and square pipe concrete column of multilayer cold-forming steel house |
| CN103961861A (en) * | 2013-01-30 | 2014-08-06 | 青岛英派斯健康科技有限公司 | Cage-type athletic facility |
| CN104196170A (en) * | 2011-02-18 | 2014-12-10 | 桑菲斯株式会社 | Method of constructing prefabricated steel reinforced concrete (psrc) column using angle steels |
| CN104373048A (en) * | 2014-11-04 | 2015-02-25 | 国民油井华高石油设备（上海）有限公司 | Connecting component with cross angle steel and installation method thereof |
| CN108316478A (en) * | 2018-04-27 | 2018-07-24 | 重庆市公安消防总队 | A kind of novel steel tube concrete joint |
| CN110565806A (en) * | 2019-09-17 | 2019-12-13 | 时靖 | z-shaped bearing beam and beam column composite structure and fire prevention method thereof |
-
2004
- 2004-09-24 CN CN 200420074766 patent/CN2752354Y/en not_active Expired - Fee Related
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101748903B (en) * | 2009-12-31 | 2011-11-23 | 宝业集团浙江建设产业研究院有限公司 | Structural system of industrial low storied dwelling |
| CN102221125A (en) * | 2010-05-13 | 2011-10-19 | 朱建华 | Connecting structure of nested-type composite sectional material |
| CN102221125B (en) * | 2010-05-13 | 2014-08-13 | 宁波邦达智能停车设备股份有限公司 | Connecting structure of nested-type composite sectional material |
| CN104196170A (en) * | 2011-02-18 | 2014-12-10 | 桑菲斯株式会社 | Method of constructing prefabricated steel reinforced concrete (psrc) column using angle steels |
| CN102501044A (en) * | 2011-10-11 | 2012-06-20 | 中煤第一建设有限公司 | Connection method of main and auxiliary girders of head sheave platform for vertical shaft sinking steel headframe |
| CN102587538A (en) * | 2012-03-23 | 2012-07-18 | 重庆大学 | Dog-bone type coupled shear wall with end plates, bolts and steel coupling beams |
| CN102587538B (en) * | 2012-03-23 | 2014-07-30 | 重庆大学 | Dog-bone type coupled shear wall with end plates, bolts and steel coupling beams |
| CN103961861B (en) * | 2013-01-30 | 2016-03-02 | 青岛英派斯健康科技股份有限公司 | Cage type sport facility |
| CN103961861A (en) * | 2013-01-30 | 2014-08-06 | 青岛英派斯健康科技有限公司 | Cage-type athletic facility |
| CN103437426A (en) * | 2013-08-28 | 2013-12-11 | 东南大学 | Connection joint of outer wall ring beam and square pipe concrete column of multilayer cold-forming steel house |
| CN103437426B (en) * | 2013-08-28 | 2015-07-15 | 东南大学 | Connection joint of outer wall ring beam and square pipe concrete column of multilayer cold-forming steel house |
| CN104373048A (en) * | 2014-11-04 | 2015-02-25 | 国民油井华高石油设备（上海）有限公司 | Connecting component with cross angle steel and installation method thereof |
| CN106151862A (en) * | 2014-11-04 | 2016-11-23 | 国民油井华高石油设备（上海）有限公司 | There is connecting elements and the installation method thereof of cross angle steel |
| CN106151862B (en) * | 2014-11-04 | 2019-03-05 | 国民油井华高石油设备（上海）有限公司 | The installation method of connecting elements with cross angle steel |
| CN108316478A (en) * | 2018-04-27 | 2018-07-24 | 重庆市公安消防总队 | A kind of novel steel tube concrete joint |
| CN110565806A (en) * | 2019-09-17 | 2019-12-13 | 时靖 | z-shaped bearing beam and beam column composite structure and fire prevention method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20060118 Termination date: 20110924 |