CN204551732U - A kind of steel frame and steel structure module connected node - Google Patents
A kind of steel frame and steel structure module connected node Download PDFInfo
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- CN204551732U CN204551732U CN201520181650.0U CN201520181650U CN204551732U CN 204551732 U CN204551732 U CN 204551732U CN 201520181650 U CN201520181650 U CN 201520181650U CN 204551732 U CN204551732 U CN 204551732U
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Abstract
The utility model provides a kind of steel frame and steel structure module connected node, for by module post (10), module girder (11), module secondary beam (12), steel-frame beam (13) and lower prop (8) couple together, comprise deadhead (1), upper spacer (2), lower clapboard (3), node post (4), web (5), pad pipe (6) and stiffening rib (7), upper spacer (2) and lower clapboard (3) are separately fixed at the top and bottom of node post (4), and cover the edge of a wing of each web (5); Deadhead (1) is fixed on the position that upper spacer (2) is upper and node post (4) is just right, and the matching size of its size and module post (10) closes, for plug-in module post (10); The middle part of web (5) is provided with stiffening rib (7), and end is provided with bolt hole; Upper spacer (2) is fixed with pad pipe (6).The utility model can Fast Installation, there is structure feature simple, easy to use.
Description
Art
The utility model relates to the connection joints of steel structure that a kind of conventional steel frame construction and steel structure module are built.
Background technology
Steel structure module building is a kind of height assembled architecture, be by traditional house with single room or certain three-dimensional building space for building block unit divides, can be prefabricated in the factory processing in advance, the scene that is transported to after completing is carried out installation and is connected, having that speed of application is fast, environmental protection, the advantage such as use manpower and material resources sparingly, is new a kind of emerging, building types that development prospect is wide.
Steel structure module building system has full building module system, mega-frame building module structural system, modular unit and Core Walls Structure composite construction system and modular unit and conventional frame structure composite system etc.Modular unit and conventional frame structure composite system can give full play to conventional frame structure and modular structure advantage separately, and space is arranged more versatile and flexible, can accelerate speed of application again, construction precision is high, are a kind of comparatively advanced structural system.
Utility model content
The utility model provide a kind of can by the steel structure node of modular unit and traditional beam-to-column connection, the connected node that the utility model provides, can Fast Installation, there is structure feature simple, easy to use.The technical solution of the utility model is as follows:
A kind of steel frame and steel structure module connected node, for by module post (10), module girder (11), module secondary beam (12), steel-frame beam (13) and lower prop (8) couple together, it is characterized in that, comprise deadhead (1), upper spacer (2), lower clapboard (3), node post (4), web (5), pad pipe (6) and stiffening rib (7), the cross sectional dimensions of node post (4) is identical with the cross sectional dimensions of lower prop (8), it is highly more than or equal to the height of described steel-frame beam (13), upper spacer (2) and lower clapboard (3) are separately fixed at the top and bottom of node post (4), and cover the edge of a wing of each web (5), deadhead (1) is fixed on the position that upper spacer (2) is upper and node post (4) is just right, and the matching size of its size and module post (10) closes, for plug-in module post (10), the middle part of web (5) is provided with stiffening rib (7), end be provided with in order to steel-frame beam (13) bolted bolt hole, upper spacer (2) is fixed with pad pipe (6), pad pipe (6) aligns with the described stiffening rib (7) be arranged in the middle part of web (5), snaps into module girder (11) on it for supporting nature.
Wherein, the inside stiffening rib (9) alignd with web (5) is preferably provided with in the inside of node post (4).
The utility model can solve the problem of modular unit and beam-to-column connection.And the connection of modular unit and steel frame can be made safe, quick, convenient.
Accompanying drawing explanation
Fig. 1 is patent front view;
Fig. 2 is intra-node stiffening rib schematic diagram;
Fig. 3 is the utility model modular unit and beam-to-column connection schematic diagram;
Fig. 4 is that module and beam-to-column connection complete schematic diagram.
In figure, 1: deadhead, 2: upper spacer, 3: lower clapboard, 4: node post, 5: web, 6: pad pipe, 7: stiffening rib, 8: lower prop, 9: inner stiffening rib, 10: module post, 11: module girder, 12: module secondary beam, 13: steel-frame beam, 14: high-strength bolt, 15: Vierendeel girder floor
Detailed description of the invention
Below detailed description of the invention of the present utility model is elaborated; the present embodiment is implemented under premised on technical solutions of the utility model; give detailed embodiment and concrete operating process, but protection domain of the present utility model is not limited to following embodiment.
See Fig. 1, Fig. 2 and Fig. 3, this enforcement comprises: deadhead 1, upper spacer 2, lower clapboard 3, node post 4, web 5, pad pipe 6, stiffening rib 7, inner stiffening rib 9.First with lower clapboard pillar interrupted and weld with pillar, deadhead 1 and pad pipe 6 weld with on upper spacer 2, inner stiffening rib 9 welds with node post 4 inner, web 5 is lived 4 employings with upper spacer 2, lower clapboard 3 and node and is welded, stiffening rib 7 adopts with web 5, upper spacer 2 and lower clapboard 3 and welds, and upper spacer 3 welds and node post 4 top.In this example, the distance between upper spacer 1 with lower clapboard 3 is determined by be connected steel-frame beam 13 maximum height.There is bolt hole web 5 end, and in order to be connected with steel-frame beam 13 bolt, the number of bolt is determined by calculating.Pad pipe 6 aligns with stiffening rib 7, and inner stiffening rib 9 aligns with web 5.
In above-mentioned conventional steel structure and steel structure module connected node, above-mentioned weld seam form adopts groove weld, and weld strength must not be less than strength of parent; Above-mentioned welding manner can be human weld, also can be automatic welding.
The present embodiment is when specifically using, and implementation process is:
1) according to dimensioned upper spacer 2 and the lower clapboard 3 of lower prop 8.The extension of dividing plate must not be less than 25mm.The post side be connected with girder steel is the quarter circular arc of 25mm by chamfer radius after the first overhanging 25mm of dividing plate, make bulkhead transition arrive wide together with girder steel after overhanging 95mm again;
2) position of lower clapboard 3 flushes with the bottom flange of crossbeam highly most in institute tie-beam, is welded and lower prop top, and height is put slope short beam compared with the connection of girder realize by being connected one section after overhanging dividing plate, and putting slope ratio is 1:4;
3) the inside stiffening rib 9 in node post 4 and the aligned in position of web 5, adopt groove weld to connect;
4) when steel-frame beam 13 is connected with node, web is connected with the web 5 of node by high-strength bolt 14, and upper bottom flange is connected with upper lower clapboard groove weld respectively;
5) steel structure module post 10 is inserted on deadhead 1, and module post 10 edge and upper spacer 2 adopt groove welding or fillet weld to be connected, and module girder 11 snaps on pad pipe 6 naturally.
Claims (2)
1. a steel frame and steel structure module connected node, for by module post (10), module girder (11), module secondary beam (12), steel-frame beam (13) and lower prop (8) couple together, it is characterized in that, comprise deadhead (1), upper spacer (2), lower clapboard (3), node post (4), web (5), pad pipe (6) and stiffening rib (7), the cross sectional dimensions of node post (4) is identical with the cross sectional dimensions of lower prop (8), it is highly more than or equal to the height of described steel-frame beam (13), upper spacer (2) and lower clapboard (3) are separately fixed at the top and bottom of node post (4), and cover the edge of a wing of each web (5), deadhead (1) is fixed on the position that upper spacer (2) is upper and node post (4) is just right, and the matching size of its size and module post (10) closes, for plug-in module post (10), the middle part of web (5) is provided with stiffening rib (7), end be provided with in order to steel-frame beam (13) bolted bolt hole, upper spacer (2) is fixed with pad pipe (6), pad pipe (6) aligns, for supporting the module girder (11) snapped on it with the described stiffening rib (7) being arranged on web (5) middle part.
2. steel frame according to claim 1 and steel structure module connected node, is characterized in that, is provided with the inside stiffening rib (9) alignd with web (5) in the inside of node post (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520181650.0U CN204551732U (en) | 2015-03-27 | 2015-03-27 | A kind of steel frame and steel structure module connected node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520181650.0U CN204551732U (en) | 2015-03-27 | 2015-03-27 | A kind of steel frame and steel structure module connected node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204551732U true CN204551732U (en) | 2015-08-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520181650.0U Expired - Fee Related CN204551732U (en) | 2015-03-27 | 2015-03-27 | A kind of steel frame and steel structure module connected node |
Country Status (1)
| Country | Link |
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| CN (1) | CN204551732U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104775517A (en) * | 2015-03-27 | 2015-07-15 | 天津大学 | Connecting node for steel frame and steel structure module |
| CN109339224A (en) * | 2018-12-05 | 2019-02-15 | 北京中外建建筑设计有限公司 | A kind of support node |
| CN114775786A (en) * | 2022-03-02 | 2022-07-22 | 江苏科技大学 | Beam column connecting structure of modular steel structure building |
-
2015
- 2015-03-27 CN CN201520181650.0U patent/CN204551732U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104775517A (en) * | 2015-03-27 | 2015-07-15 | 天津大学 | Connecting node for steel frame and steel structure module |
| CN109339224A (en) * | 2018-12-05 | 2019-02-15 | 北京中外建建筑设计有限公司 | A kind of support node |
| CN114775786A (en) * | 2022-03-02 | 2022-07-22 | 江苏科技大学 | Beam column connecting structure of modular steel structure building |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150812 Termination date: 20160327 |