CN102995758A - Rigid-connection node of combined steel-pipe concrete column and steel beam - Google Patents
Rigid-connection node of combined steel-pipe concrete column and steel beam Download PDFInfo
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- CN102995758A CN102995758A CN2012105449164A CN201210544916A CN102995758A CN 102995758 A CN102995758 A CN 102995758A CN 2012105449164 A CN2012105449164 A CN 2012105449164A CN 201210544916 A CN201210544916 A CN 201210544916A CN 102995758 A CN102995758 A CN 102995758A
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- steel
- concrete column
- combined
- tube concrete
- girder steel
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 207
- 239000010959 steel Substances 0.000 title claims abstract description 207
- 238000010008 shearing Methods 0.000 claims abstract description 14
- 238000003466 welding Methods 0.000 claims abstract description 13
- 239000012530 fluid Substances 0.000 claims description 6
- 238000005192 partition Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
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Abstract
The invention discloses a rigid-connection node of a combined steel-pipe concrete column and a steel beam. The rigid-connection node comprises the combined steel-pipe concrete column and the steel beam, wherein the combined steel-pipe concrete column comprises two H-shaped section steels which are vertically distributed and are welded into a whole body; the web plates of the section steels are provided with anti-shearing bolt pins along the height direction; concrete is cast in a cavity enclosed by the two section steels, and the concrete and the section steels are connected into a whole body by the anti-shearing bolt pins; the combined steel-pipe concrete column is provided with side plates vertically distributed; the steel beam is distributed between the two side plates; a horizontal connecting plate extends on a flange of the steel beam adjacent to the end of the combined steel-pipe concrete column towards the direction of the side plates; the steel beam is welded with the side plates by the horizontal connecting plate; and the web plates of the steel beam are welded with the combined steel-pipe concrete column by using double-sided angle welding seams. The rigid-connection node disclosed by the invention has the advantage that since the width of a flange is increased by the horizontal connecting plate at a node area through the steel beam, the design criterion of strong nodes and weak members is realized.
Description
Technical field
The invention belongs to the structural engineering technical field, particularly the rigid joint of a kind of Combined steel tube concrete column and girder steel.
Background technology
At present, girder steel is connected connection, especially steel core concrete column with steel column, often adopt the internal partition mode.The internal force of girder steel passes to concrete filled steel tube by the internal partition of post.The major defect of this method is that the internal partition manufacture difficulty is large, and building of inner concrete managed in impact and intensity is brought into play, and brings hidden danger to engineering.
Summary of the invention
In order to overcome the deficiencies in the prior art, the invention provides the rigid joint of a kind of Combined steel tube concrete column and girder steel.This node adopts the girder steel edge of a wing internal force to be passed to the method for Combined steel tube concrete column by side plate, therefore internal partition need be set, and makes simple.
The technical solution adopted for the present invention to solve the technical problems is:
The rigid joint of a kind of Combined steel tube concrete column and girder steel includes Combined steel tube concrete column and girder steel, and described Combined steel tube concrete column includes two " H " shape shaped steel, and described two shaped steel are erect and arranged, and are welded by the edge of a wing; The web of described shaped steel is provided with the shearing resistance peg along short transverse, fluid concrete in the cavity that described two shaped steel splicing surrounds, and described concrete and shaped steel are connected by described shearing resistance peg; Described Combined steel tube concrete column is provided with erects the side plate of arranging, girder steel is arranged between the biside plate, be extended with horizontal connecting plate towards the side plate direction on the edge of a wing of described girder steel adjacent set mould assembly concrete filled steel tube styletable, described girder steel is by horizontal connecting plate and plate-side plate welding; The web of girder steel and Combined steel tube concrete column weld with twin fillet wolt.
When girder steel was arranged in the shape steel web outside, the edge of a wing of described shaped steel was described side plate.
Described girder steel is arranged in the two shaped steel edges of a wing, one side, and described side plate is connected with the section steel flange weld seam.
Described girder steel is hot rolled H-shaped or welded H shape steel or high-frequency welding H shape steel.
The described girder steel edge of a wing and horizontal connecting plate adopt groove weld seam or fillet weld to be connected with the weld seam of Combined steel tube concrete column and side plate thereof.
The rigid joint of a kind of Combined steel tube concrete column and girder steel includes Combined steel tube concrete column and girder steel, and described Combined steel tube concrete column includes two " H " shape shaped steel, and described two shaped steel are erect and arranged, and are welded by the edge of a wing; The web of described shaped steel is provided with the shearing resistance peg along short transverse, fluid concrete in the cavity that described two shaped steel splicing surrounds, and described concrete and shaped steel are connected by described shearing resistance peg; Described Combined steel tube concrete column is provided with erects the side plate of arranging, described girder steel is connected with bracket near Combined steel tube concrete styletable, be extended with horizontal connecting plate towards the side plate direction on the edge of a wing of described bracket adjacent set mould assembly concrete filled steel tube styletable, described bracket is by horizontal connecting plate and plate-side plate welding; The web of bracket and Combined steel tube concrete column weld with twin fillet wolt.
When girder steel was arranged in the shape steel web outside, the edge of a wing of described shaped steel was described side plate.
Described girder steel is arranged in the two shaped steel edges of a wing, one side, and described side plate is connected with the section steel flange weld seam.
Be connected to the weldering of full weldering or bolt or full bolt mode between described bracket and girder steel.
Described girder steel is hot rolled H-shaped or welded H shape steel or high-frequency welding H shape steel.
Beneficial effect of the present invention is mainly manifested in: 1, this node has been realized " design criterion of the weak member of strong node " because girder steel strengthens flange width by horizontal connecting plate in node area; 2, the node power transmission is direct, need not to arrange internal partition, constructs easy to make.
Description of drawings
Fig. 1 is the floor map of the embodiment of the invention 1;
Fig. 2 is the axonometric drawing of Fig. 1;
Fig. 3 is the floor map of the embodiment of the invention 2;
Fig. 4 is the axonometric drawing of Fig. 3;
Fig. 5 is the floor map of the embodiment of the invention 3;
Fig. 6 is the axonometric drawing of Fig. 5;
Fig. 7 is the floor map of the embodiment of the invention 4;
Fig. 8 is the axonometric drawing of Fig. 7.
The specific embodiment
The invention will be further described below in conjunction with accompanying drawing, and the present embodiment is implemented under take technical solution of the present invention as prerequisite, but protection scope of the present invention is not limited to following embodiment.
Embodiment one:
With reference to accompanying drawing 1-2, the rigid joint of a kind of Combined steel tube concrete column and girder steel includes Combined steel tube concrete column 1 and girder steel 2, and described Combined steel tube concrete column includes two " H " shape shaped steel 11, described two shaped steel are erect and arranged, and are welded by the edge of a wing; The web of described shaped steel is provided with the shearing resistance peg along short transverse, fluid concrete 1 in the cavity that described two shaped steel splicing surrounds, and described concrete and shaped steel are connected by described shearing resistance peg; Described Combined steel tube concrete column is provided with erects the side plate of arranging, girder steel is arranged between the biside plate, be extended with horizontal connecting plate 3 towards the side plate direction on the edge of a wing of described girder steel adjacent set mould assembly concrete filled steel tube styletable, described girder steel is by horizontal connecting plate and plate-side plate welding; The web of girder steel and Combined steel tube concrete column weld with twin fillet wolt.Described girder steel is arranged in the shape steel web outside, and the edge of a wing 13 of described shaped steel is described side plate.Described girder steel is hot rolled H-shaped.The described girder steel edge of a wing and horizontal connecting plate adopt the groove weld seam to be connected with the weld seam of Combined steel tube concrete column and side plate thereof.The weld seam of the described girder steel edge of a wing and horizontal connecting plate and Combined steel tube concrete column and side plate thereof adopts the groove weld seam.
Embodiment two:
With reference to accompanying drawing 3-4, the rigid joint of a kind of Combined steel tube concrete column and girder steel includes Combined steel tube concrete column 1 and girder steel 2, and described Combined steel tube concrete column includes two " H " shape shaped steel, described two shaped steel are erect and arranged, and are welded by the edge of a wing; The web of described shaped steel is provided with the shearing resistance peg along short transverse, fluid concrete in the cavity that described two shaped steel splicing surrounds, and described concrete and shaped steel are connected by described shearing resistance peg; Described Combined steel tube concrete column is provided with erects the side plate of arranging, described girder steel is connected with bracket 4 near Combined steel tube concrete styletable, be extended with horizontal connecting plate towards the side plate direction on the edge of a wing of described bracket adjacent set mould assembly concrete filled steel tube styletable, described bracket is by horizontal connecting plate and plate-side plate welding; The web of bracket and Combined steel tube concrete column weld with twin fillet wolt.Described girder steel is arranged in the shape steel web outside, and the edge of a wing of described shaped steel is described side plate.The bolt weldering mode that is connected between described bracket and girder steel.Described girder steel is high-frequency welding H shape steel.
Embodiment three:
With reference to accompanying drawing 5-6, described girder steel is arranged in the two shaped steel edges of a wing, one side, and described side plate 5 is connected with the section steel flange weld seam.Described girder steel is welded H shape steel.The described girder steel edge of a wing and horizontal connecting plate adopt fillet weld to be connected with the weld seam of Combined steel tube concrete column and side plate thereof, and other are with embodiment one.
Embodiment four:
With reference to accompanying drawing 7-8, described girder steel is arranged in the two shaped steel edges of a wing, one side, and described side plate is connected with the section steel flange weld seam.Be connected to full bolt mode between described bracket and girder steel.Described girder steel is high-frequency welding H shape steel, and other are with embodiment two.
Claims (10)
1. the rigid joint of a Combined steel tube concrete column and girder steel, include Combined steel tube concrete column and girder steel, it is characterized in that: described Combined steel tube concrete column includes two " H " shape shaped steel, and described two shaped steel are erect and arranged, and are welded by the edge of a wing; The web of described shaped steel is provided with the shearing resistance peg along short transverse, fluid concrete in the cavity that described two shaped steel splicing surrounds, and described concrete and shaped steel are connected by described shearing resistance peg; Described Combined steel tube concrete column is provided with erects the side plate of arranging, girder steel is arranged between the biside plate, be extended with horizontal connecting plate towards the side plate direction on the edge of a wing of described girder steel adjacent set mould assembly concrete filled steel tube styletable, described girder steel is by horizontal connecting plate and plate-side plate welding; The web of girder steel and Combined steel tube concrete column weld with twin fillet wolt.
2. the rigid joint of Combined steel tube concrete column as claimed in claim 1 and girder steel is characterized in that: when girder steel was arranged in the shape steel web outside, the edge of a wing of described shaped steel was described side plate.
3. the rigid joint of Combined steel tube concrete column as claimed in claim 2 and girder steel, it is characterized in that: described girder steel is arranged in the two shaped steel edges of a wing, one side, and described side plate is connected with the section steel flange weld seam.
4. the rigid joint of Combined steel tube concrete column and girder steel as claimed in claim 2 or claim 3, it is characterized in that: described girder steel is for adopting hot rolled H-shaped or welded H shape steel or high-frequency welding H shape steel.
5. the rigid joint of Combined steel tube concrete column as claimed in claim 4 and girder steel is characterized in that: the described girder steel edge of a wing and horizontal connecting plate adopt groove weld seam or fillet weld to be connected with the weld seam of Combined steel tube concrete column and side plate thereof.
6. the rigid joint of a Combined steel tube concrete column and girder steel, include Combined steel tube concrete column and girder steel, it is characterized in that: described Combined steel tube concrete column includes two " H " shape shaped steel, and described two shaped steel are erect and arranged, and are welded by the edge of a wing; The web of described shaped steel is provided with the shearing resistance peg along short transverse, fluid concrete in the cavity that described two shaped steel splicing surrounds, and described concrete and shaped steel are connected by described shearing resistance peg;
Described Combined steel tube concrete column is provided with erects the side plate of arranging, described girder steel is connected with bracket near Combined steel tube concrete styletable, be extended with horizontal connecting plate towards the side plate direction on the edge of a wing of described bracket adjacent set mould assembly concrete filled steel tube styletable, described bracket is by horizontal connecting plate and plate-side plate welding; The web of bracket and Combined steel tube concrete column weld with twin fillet wolt.
7. the rigid joint of Combined steel tube concrete column as claimed in claim 6 and girder steel is characterized in that: when girder steel was arranged in the shape steel web outside, the edge of a wing of described shaped steel was described side plate.
8. the rigid joint of Combined steel tube concrete column as claimed in claim 6 and girder steel, it is characterized in that: described girder steel is arranged in the two shaped steel edges of a wing, one side, and described side plate is connected with the section steel flange weld seam.
9. such as the rigid joint of claim 7 or 8 described Combined steel tube concrete columns and girder steel, it is characterized in that: be connected to the weldering of full weldering or bolt or full bolt mode between described bracket and girder steel.
10. the rigid joint of Combined steel tube concrete column as claimed in claim 9 and girder steel is characterized in that: described girder steel is for adopting hot rolled H-shaped or welded H shape steel or high-frequency welding H shape steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210544916.4A CN102995758B (en) | 2012-12-14 | 2012-12-14 | Rigid-connection node of combined steel-pipe concrete column and steel beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210544916.4A CN102995758B (en) | 2012-12-14 | 2012-12-14 | Rigid-connection node of combined steel-pipe concrete column and steel beam |
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| CN102995758A true CN102995758A (en) | 2013-03-27 |
| CN102995758B CN102995758B (en) | 2014-09-24 |
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| CN201210544916.4A Active CN102995758B (en) | 2012-12-14 | 2012-12-14 | Rigid-connection node of combined steel-pipe concrete column and steel beam |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103850349A (en) * | 2014-01-15 | 2014-06-11 | 浙江杭萧钢构股份有限公司 | Frame-steel pipe bundle combined structure system for industrial residential building |
| CN105821961A (en) * | 2016-05-20 | 2016-08-03 | 西安建筑科技大学 | T-shaped beam column connecting joint |
| CN105821968A (en) * | 2016-05-20 | 2016-08-03 | 西安建筑科技大学 | Multi-cavity steel pipe and concrete combined column and steel beam U-shaped connecting joint and assembling method |
| CN105839779A (en) * | 2016-05-20 | 2016-08-10 | 西安建筑科技大学 | Bolted joint with side plate used for eccentric beam column and assembly method for bolted joint |
| CN105863056A (en) * | 2016-05-20 | 2016-08-17 | 西安建筑科技大学 | Double-side-plate screw bolt node for beam column and assembly method |
| CN106013466A (en) * | 2016-05-20 | 2016-10-12 | 西安建筑科技大学 | Double-side-plate joint in bolted connection and assembling method |
| CN107035068A (en) * | 2017-05-04 | 2017-08-11 | 浙江绿筑集成科技有限公司 | Combine the joining method of prefabricated post in a kind of part |
| CN107989191A (en) * | 2017-12-19 | 2018-05-04 | 无锡市光彩机械制造有限公司 | A kind of integrated shaped steel site welding interface structure |
| CN108678187A (en) * | 2018-07-26 | 2018-10-19 | 西安建筑科技大学 | A kind of dual-sided board adds the concrete column reinforcing joint of internal partition |
| CN111705668A (en) * | 2020-06-19 | 2020-09-25 | 山西省交通规划勘察设计院有限公司 | Method for fixedly connecting highway bridge pier support overhauling fence and bridge pier |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2131849A (en) * | 1982-12-15 | 1984-06-27 | Kajima Corp | Structural framework |
| US5913794A (en) * | 1996-11-21 | 1999-06-22 | National Science Council | Ductile steel beam-to-column connection |
| KR20060066931A (en) * | 2004-12-14 | 2006-06-19 | 대명건영(주) | H-shape beam-column connection detail and method using divided split tee in weak axis of h-shape column |
| KR20090066446A (en) * | 2007-12-20 | 2009-06-24 | 권혁태 | Two web beam |
| CN101949173A (en) * | 2010-09-29 | 2011-01-19 | 中冶建筑研究总院有限公司 | Rectangular pipe column and H-shaped steel beam vertical externally-connected rigidly-connected joint |
| CN201857668U (en) * | 2010-11-18 | 2011-06-08 | 甘秀明 | Building steel frame joint structure |
| CN201901947U (en) * | 2010-09-29 | 2011-07-20 | 中冶建筑研究总院有限公司 | Wedge box-shaped rigid connection joint of rectangular string and H-shaped girder |
| CN202925690U (en) * | 2012-12-14 | 2013-05-08 | 金天德 | Rigid connection node of combined-type concrete-filled rectangular steel tubular column and steel girder |
-
2012
- 2012-12-14 CN CN201210544916.4A patent/CN102995758B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2131849A (en) * | 1982-12-15 | 1984-06-27 | Kajima Corp | Structural framework |
| US5913794A (en) * | 1996-11-21 | 1999-06-22 | National Science Council | Ductile steel beam-to-column connection |
| KR20060066931A (en) * | 2004-12-14 | 2006-06-19 | 대명건영(주) | H-shape beam-column connection detail and method using divided split tee in weak axis of h-shape column |
| KR20090066446A (en) * | 2007-12-20 | 2009-06-24 | 권혁태 | Two web beam |
| CN101949173A (en) * | 2010-09-29 | 2011-01-19 | 中冶建筑研究总院有限公司 | Rectangular pipe column and H-shaped steel beam vertical externally-connected rigidly-connected joint |
| CN201901947U (en) * | 2010-09-29 | 2011-07-20 | 中冶建筑研究总院有限公司 | Wedge box-shaped rigid connection joint of rectangular string and H-shaped girder |
| CN201857668U (en) * | 2010-11-18 | 2011-06-08 | 甘秀明 | Building steel frame joint structure |
| CN202925690U (en) * | 2012-12-14 | 2013-05-08 | 金天德 | Rigid connection node of combined-type concrete-filled rectangular steel tubular column and steel girder |
Non-Patent Citations (2)
| Title |
|---|
| 王万祯，杨保证，黄友钱，纪海涛: "梁翼缘、腹板开孔方钢管混凝土柱-H型钢梁节点力学性能试验研究", 《建筑结构学报》, vol. 33, no. 3, 31 March 2012 (2012-03-31), pages 96 - 103 * |
| 胡宗波: "钢结构箱形柱与梁异形节点设计方法研究", 《工程力学》, vol. 29, no. 11, 30 November 2012 (2012-11-30), pages 191 - 196 * |
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103850349A (en) * | 2014-01-15 | 2014-06-11 | 浙江杭萧钢构股份有限公司 | Frame-steel pipe bundle combined structure system for industrial residential building |
| CN105863056B (en) * | 2016-05-20 | 2018-07-10 | 西安建筑科技大学 | A kind of dual-sided board bolt joint and assembly method for beam column |
| CN105821968B (en) * | 2016-05-20 | 2018-07-17 | 西安建筑科技大学 | Multi-cavity steel tube concrete coupled column and girder steel U-shaped connecting node and assembly method |
| CN105839779A (en) * | 2016-05-20 | 2016-08-10 | 西安建筑科技大学 | Bolted joint with side plate used for eccentric beam column and assembly method for bolted joint |
| CN105863056A (en) * | 2016-05-20 | 2016-08-17 | 西安建筑科技大学 | Double-side-plate screw bolt node for beam column and assembly method |
| CN106013466A (en) * | 2016-05-20 | 2016-10-12 | 西安建筑科技大学 | Double-side-plate joint in bolted connection and assembling method |
| CN106013466B (en) * | 2016-05-20 | 2019-01-29 | 西安建筑科技大学 | A kind of bolted bilateral plate node and assembly method |
| CN105821968A (en) * | 2016-05-20 | 2016-08-03 | 西安建筑科技大学 | Multi-cavity steel pipe and concrete combined column and steel beam U-shaped connecting joint and assembling method |
| CN105821961A (en) * | 2016-05-20 | 2016-08-03 | 西安建筑科技大学 | T-shaped beam column connecting joint |
| CN105839779B (en) * | 2016-05-20 | 2018-10-02 | 西安建筑科技大学 | A kind of band side plate bolt node and assembly method for eccentric beam column |
| CN105821961B (en) * | 2016-05-20 | 2018-08-03 | 西安建筑科技大学 | A kind of tee girder column connected node |
| CN107035068A (en) * | 2017-05-04 | 2017-08-11 | 浙江绿筑集成科技有限公司 | Combine the joining method of prefabricated post in a kind of part |
| CN107989191A (en) * | 2017-12-19 | 2018-05-04 | 无锡市光彩机械制造有限公司 | A kind of integrated shaped steel site welding interface structure |
| CN107989191B (en) * | 2017-12-19 | 2023-02-17 | 无锡市光彩机械制造有限公司 | Integrated steel field welding interface structure |
| CN108678187A (en) * | 2018-07-26 | 2018-10-19 | 西安建筑科技大学 | A kind of dual-sided board adds the concrete column reinforcing joint of internal partition |
| CN111705668A (en) * | 2020-06-19 | 2020-09-25 | 山西省交通规划勘察设计院有限公司 | Method for fixedly connecting highway bridge pier support overhauling fence and bridge pier |
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Effective date of registration: 20170307 Address after: Hangzhou City, Zhejiang province 310016 Phoenix Road No. 207 B1 block 9 building Wufu Zhonghao world 905 Patentee after: Jin Tiande Address before: Hangzhou City, Zhejiang province 310001 Shangcheng District Sha Road No. 116 Patentee before: Jin Tiande Patentee before: Tong Genshu Patentee before: Ye Zaili |
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Effective date of registration: 20181024 Address after: 311215 1302 building, 1 building, 481 South Union Road, Ningbo Road, Xiaoshan District, Hangzhou, Zhejiang, China Patentee after: ZHEJIANG OULA STEEL STRUCTURE TECHNOLOGY CO.,LTD. Address before: 310016, 9 floor, B1, block 9, FengHao Road, Hangzhou, Zhejiang, China. Patentee before: Jin Tiande |
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Address after: 311215 1302 building, 1 building, 481 South Union Road, Ningbo Road, Xiaoshan District, Hangzhou, Zhejiang, China Patentee after: Zhejiang Seiko Euler Steel Structure Technology Co.,Ltd. Address before: 311215 1302 building, 1 building, 481 South Union Road, Ningbo Road, Xiaoshan District, Hangzhou, Zhejiang, China Patentee before: ZHEJIANG OULA STEEL STRUCTURE TECHNOLOGY CO.,LTD. |
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Address after: 311215 1302 building, 1 building, 481 South Union Road, Ningbo Road, Xiaoshan District, Hangzhou, Zhejiang, China Patentee after: ZHEJIANG OULA STEEL STRUCTURE TECHNOLOGY Co.,Ltd. Address before: 311215 1302 building, 1 building, 481 South Union Road, Ningbo Road, Xiaoshan District, Hangzhou, Zhejiang, China Patentee before: Zhejiang Seiko Euler Steel Structure Technology Co.,Ltd. |
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Application publication date: 20130327 Assignee: Wuhan Fuxing Jinggong Oula Lvjian Technology Co.,Ltd. Assignor: ZHEJIANG OULA STEEL STRUCTURE TECHNOLOGY Co.,Ltd. Contract record no.: X2021330000022 Denomination of invention: Rigid joint between composite CFST column and steel beam Granted publication date: 20140924 License type: Common License Record date: 20210303 |
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Effective date of registration: 20230504 Address after: Room 1701, Unit 2, Building 6, Chunjiang Huayue Jiangshuyuan, Shangcheng District, Hangzhou City, Zhejiang Province, 310008 Patentee after: Jin Tiande Address before: 311215 1302 building, 1 building, 481 South Union Road, Ningbo Road, Xiaoshan District, Hangzhou, Zhejiang, China Patentee before: ZHEJIANG OULA STEEL STRUCTURE TECHNOLOGY CO.,LTD. |
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Effective date of registration: 20240124 Address after: Room 1101-1, Unit 2, Guojin Center, No. 259 Pinglan Road, Ningwei Street, Xiaoshan District, Hangzhou City, Zhejiang Province, 311200 (self division) Patentee after: ZHEJIANG OULA STEEL STRUCTURE TECHNOLOGY CO.,LTD. Country or region after: China Address before: Unit 1701, Unit 2, Building 6, Chunjiang Huayue Jiangshuyuan, Shangcheng District, Hangzhou City, Zhejiang Province, 310008 Patentee before: Jin Tiande Country or region before: China Patentee before: Zeng Shanghong Patentee before: Ye Zaili |
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