CN206681150U - A kind of exterior formula connecting node of multi-cavity steel tube concrete pole steel beam plane used to wearing rod iron - Google Patents
A kind of exterior formula connecting node of multi-cavity steel tube concrete pole steel beam plane used to wearing rod iron Download PDFInfo
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- CN206681150U CN206681150U CN201720434629.6U CN201720434629U CN206681150U CN 206681150 U CN206681150 U CN 206681150U CN 201720434629 U CN201720434629 U CN 201720434629U CN 206681150 U CN206681150 U CN 206681150U
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- rod iron
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Abstract
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Claims (8)
- A kind of 1. exterior formula connecting node of multi-cavity steel tube concrete post-girder steel plane used to wearing rod iron, it is characterised in that Including multi-cavity steel tube concrete coupled column (5), and girder steel body (7) and the outer girder steel (11) of plane in plane;Described multi-cavity steel tube concrete coupled column (5) includes two symmetrically arranged column webs (1), both ends respectively with column web (1) at least one stiffener (3) of inner side connection, and fix the column web sidepiece fixture of two column webs (1);Stiffener (3) it is divided into multiple cavities inside the coupled column for surrounding column web (1) and column web sidepiece fixture;Each column web (1) is outside Side is fixedly connected with node side plate (6) in cross;Through connection through hole is provided with column web (1) and node side plate (6); Some insertion cylinders are provided with multi-cavity steel tube concrete coupled column (5) and both ends correspondingly connect the rod iron (4) of through hole welding, it is more Concrete is cast with chamber concrete filled steel tube coupled column (5), the both ends of rod iron (4) set the groove of mantle fiber;The connection end of girder steel body (7) is fixedly connected between being inserted into two node side plates (6) in described plane;The connection end welded end plate (8) of the outer girder steel (11) of described plane, pacify corresponding with connection through hole is provided with end plate (8) Hole is filled, bolt (10) sequentially passes through the groove spiral shell of end plate (8), node side plate (6) and column web (1) and rod iron (4) corresponding end Line is fixedly connected.
- A kind of 2. multi-cavity steel tube concrete post-exterior formula of girder steel plane used to wearing rod iron according to claim 1 Connecting node a, it is characterised in that stiffener (3) is set among on the inside of two column webs (1);Rod iron (4) is symmetrically set Put in the both sides of stiffener (3).
- A kind of 3. multi-cavity steel tube concrete post-exterior formula of girder steel plane used to wearing rod iron according to claim 1 Connecting node, it is characterised in that node side plate (6) is set in corner cut, and the middle part width of node side plate (6) and column web (1) is big In the width of node side plate (6) overhanging end, the middle part of node side plate (6) and column web (1) is transitioned into node side plate (6) through hypotenuse Overhanging end.
- A kind of 4. multi-cavity steel tube concrete post-exterior formula of girder steel plane used to wearing rod iron according to claim 3 Connecting node, it is characterised in that in plane girder steel body (7) connection end insertion node side plate (6) overhanging end between and weld It is fixed, and be in gap setting with column web sidepiece fixture, the distance in gap is less than the length of hypotenuse transition portion;Node side plate (6) side is at least higher by the corresponding side wing edge 10mm of girder steel body (7) in plane to overhanging end up and down.
- A kind of 5. multi-cavity steel tube concrete post-exterior formula of girder steel plane used to wearing rod iron according to claim 1 Connecting node, it is characterised in that the connection end of girder steel body (7) is provided with connection end plate in plane, parallel to be fixed on lower flange On connecting plate, and the reinforcing angle being arranged between upper and lower two connecting plates;Connecting plate is with being connected end plate connection;In plane Girder steel body (7) is fixed by connecting end plate, connecting plate and reinforcing angle and node plate-side plate welding.
- A kind of 6. multi-cavity steel tube concrete post-exterior formula of girder steel plane used to wearing rod iron according to claim 1 Connecting node, it is characterised in that described column web sidepiece fixture is post side plate (2), and the both ends of post side plate (2) are respectively with two Same one end of individual column web (1) is fixedly connected, and the outside of post side plate (2) is concordant with the end of column web (1).
- A kind of 7. multi-cavity steel tube concrete post-exterior formula of girder steel plane used to wearing rod iron according to claim 1 Connecting node, it is characterised in that described column web sidepiece fixture is square-section steel pipe;Square-section steel pipe front and The same one end of the back side respectively with two column webs (1) is fixedly connected, and the outside and the end of column web (1) of square-section steel pipe are put down Together;Or the same one end of the inner side of square-section steel pipe respectively with two column webs (1) is fixedly connected, square-section steel pipe is just Face and the back side are concordant with column web (1) respectively.
- A kind of 8. multi-cavity steel tube concrete post-exterior formula of girder steel plane used to wearing rod iron according to claim 1 Connecting node, it is characterised in that pad (9) is provided between bolt (10) and end plate (8).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720434629.6U CN206681150U (en) | 2017-04-24 | 2017-04-24 | A kind of exterior formula connecting node of multi-cavity steel tube concrete pole steel beam plane used to wearing rod iron |
Applications Claiming Priority (1)
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CN201720434629.6U CN206681150U (en) | 2017-04-24 | 2017-04-24 | A kind of exterior formula connecting node of multi-cavity steel tube concrete pole steel beam plane used to wearing rod iron |
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CN206681150U true CN206681150U (en) | 2017-11-28 |
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CN201720434629.6U Active CN206681150U (en) | 2017-04-24 | 2017-04-24 | A kind of exterior formula connecting node of multi-cavity steel tube concrete pole steel beam plane used to wearing rod iron |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106968337A (en) * | 2017-04-24 | 2017-07-21 | 西安建筑科技大学 | A kind of exterior formula connecting node of multi-cavity steel tube concrete pole steel beam plane used to wearing rod iron |
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2017
- 2017-04-24 CN CN201720434629.6U patent/CN206681150U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106968337A (en) * | 2017-04-24 | 2017-07-21 | 西安建筑科技大学 | A kind of exterior formula connecting node of multi-cavity steel tube concrete pole steel beam plane used to wearing rod iron |
CN106968337B (en) * | 2017-04-24 | 2024-02-09 | 西安建筑科技大学 | Multi-cavity concrete filled steel tube column-steel beam out-of-plane assembly type connecting node adopting opposite penetrating steel bars |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
TR01 | Transfer of patent right | ||
TR01 | Transfer of patent right |
Effective date of registration: 20190802 Address after: 710055 Shaanxi province Xi'an Beilin District Yanta Road No. 13 Patentee after: Xi'an construction division big Assets Management Co., Ltd. Address before: 710055 Shaanxi province Xi'an Beilin District Yanta Road No. 13 Patentee before: Xi'an Architectural Sci & Tech. Univ. |
|
TR01 | Transfer of patent right | ||
TR01 | Transfer of patent right |
Effective date of registration: 20190812 Address after: 710055 Campus of Xi'an University of Architectural Science and Technology, No. 13 Yanta Road, Beilin District, Xi'an City, Shaanxi Province Patentee after: Xi'an Jianda Assembly Steel Structure Research Institute Co., Ltd. Address before: 710055 Shaanxi province Xi'an Beilin District Yanta Road No. 13 Patentee before: Xi'an construction division big Assets Management Co., Ltd. |