CN204876089U - Connection structure of steel -pipe column and steel I -beam - Google Patents
Connection structure of steel -pipe column and steel I -beam Download PDFInfo
- Publication number
- CN204876089U CN204876089U CN201520269512.8U CN201520269512U CN204876089U CN 204876089 U CN204876089 U CN 204876089U CN 201520269512 U CN201520269512 U CN 201520269512U CN 204876089 U CN204876089 U CN 204876089U
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- steel
- pipe column
- annular
- steel pipe
- support set
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Abstract
The utility model discloses a connection structure of steel -pipe column and steel I -beam, include circular cross section's steel -pipe column and steel I -beam, the welding has two annular shaped support plates on the outer wall of steel -pipe column, and two annular shaped support plates top -down parallel arrangement on the steel -pipe column is provided with the cover and establishes the support cover on the steel -pipe column between two annular shaped support plates, follow the circumferencial direction and be provided with a plurality of connecting plates on the outer wall that supports the cover, is connected through high strength bolt on the connecting plate with between the steel I -beam, seted up ring groove on the relative terminal surface of two annular shaped support plates respectively, the upper and lower end that supports the cover corresponds respectively and is located the ring groove on two annular shaped support plates, and support the cover can be at the ring groove internal rotation. The utility model discloses novel, the reasonable in design of design supports cover and connecting plate homoenergetic turned angle, and this just makes the steel -pipe column can be used for connecting the steel I -beam in the all directions angle, very big satisfied be the construction demand.
Description
Technical field
The utility model belongs to steel structure connection technical field, particularly relates to the syndeton of a kind of steel pipe column and steel I-beam.
Background technology
Bean column node connection is one of link of most critical in the design of steel work building.Connection in the design of steel work building between the steel pipe column of circular cross-section and steel I-beam is conventional connected node, this node structure is generally that the sidewall by steel pipe column along the circumferential direction welds some junction plates, realizes the connection with steel I-beam by junction plate and high-strength bolt.But, in the steel work of some comparatively complicated hyperspace builds, steel pipe column normally needs the steel I-beam connecting different directions or angle with practical requirement, and the junction plate on existing steel pipe column welds in advance, this just causes in actual connection procedure, not all just realistic connection needs in the junction plate welded in advance, this just needs the junction plate excision of will weld in advance, then new junction plate is again welded again to meet connection requirement at connecting portion, fitting operation is very inconvenient, very affect construction speed, waste time and energy.
Summary of the invention
For overcoming deficiency of the prior art, the purpose of this utility model is to provide the syndeton of a kind of steel pipe column and steel I-beam.
In order to realize foregoing invention object, the utility model adopts technical scheme as described below:
The syndeton of a kind of steel pipe column and steel I-beam, comprise steel pipe column and the steel I-beam of circular cross-section, the outer wall of steel pipe column is welded with two annular backup pads, two annular backup pads are arranged in parallel from top to bottom on steel pipe column, the support set be set on steel pipe column is provided with between two annular backup pads, the outer wall of support set is along the circumferential direction provided with some junction plates, junction plate is connected by high-strength bolt with between steel I-beam; The end face that described two annular backup pads are relative offers annular slot respectively, the upper and lower end corresponding annular slot be positioned on two annular backup pads respectively of support set, and support set can rotate in annular slot.
Further, the groove bottom of described annular slot offers tapped through hole, the upper and lower end face of support set is along the circumferential direction laid with some tapped blind holes, realizes being connected location by the high-strength bolt be located in tapped through hole and tapped blind hole between support set with annular slot.
Further, the outer wall of support set along the circumferential direction offers annular groove, described junction plate is arranged in annular groove, and junction plate can slide in annular groove.
Owing to adopting technique scheme, the utility model has following superiority:
The utility model is novel, reasonable in design, support set and junction plate be energy rotational angle all, this just makes steel pipe column can be used in connecting the steel I-beam in all directions angle, meeting greatly is construction demand, and, fitting operation is convenient, accurate positioning, by the connection angle between adjustment steel pipe column and steel I-beam, makes the bearing capacity of steel I-beam have also been obtained enhancing.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of gripper shoe;
Fig. 3 is the structural representation of support set;
In figure: 1-steel pipe column; 2-steel I-beam; 3-junction plate; 4-support set; 4.1-tapped blind hole; 5-annular backup pad; 5.1-annular slot; 5.2-tapped through hole.
Detailed description of the invention
Below in conjunction with drawings and Examples, this practicality is described in further detail.
As shown in Figure 1, 2, 3, the syndeton of a kind of steel pipe column and steel I-beam, comprise steel pipe column 1 and the steel I-beam 2 of circular cross-section, the outer wall of steel pipe column 1 is welded with two annular backup pads 5, two annular backup pads 5 are arranged in parallel from top to bottom on steel pipe column, between two annular backup pads 5, be provided with the support set 4 be set on steel pipe column 1, the outer wall of support set 4 be along the circumferential direction provided with some junction plates 3, be connected by high-strength bolt on junction plate 3 with between steel I-beam 2; The end face that described two annular backup pads 5 are relative offers annular slot 5.1 respectively, the upper and lower end corresponding annular slot 5.1 be positioned on two annular backup pads respectively of support set 4, and support set 4 can rotate in annular slot 5.1.
The groove bottom of described annular slot 5.1 offers tapped through hole 5.2, the upper and lower end face of support set 4 is along the circumferential direction laid with some tapped blind holes 4.1, realizes being connected by the high-strength bolt be located in tapped through hole and tapped blind hole between support set 4 with annular slot 5.1 and locate.
The outer wall of support set 4 along the circumferential direction offers annular groove, and described junction plate is arranged in annular groove, and junction plate can slide in annular groove.
Steel work is in concrete building process, according to the actual installation needs of steel I-beam, overlapped by rotational support and on junction plate to correct position, then by high-strength bolt by fastening between support set and two annular backup pads, link together with the web of high-strength bolt by the junction plate on support set and steel I-beam.The utility model is novel, reasonable in design, support set and junction plate be energy rotational angle all, this just makes steel pipe column can be used in connecting the steel I-beam in all directions angle, meeting greatly is construction demand, and, fitting operation is convenient, accurate positioning, by the connection angle between adjustment steel pipe column and steel I-beam, makes the bearing capacity of steel I-beam have also been obtained enhancing.
Claims (3)
1. the syndeton of a steel pipe column and steel I-beam, comprise steel pipe column and the steel I-beam of circular cross-section, it is characterized in that: on the outer wall of steel pipe column, be welded with two annular backup pads, two annular backup pads are arranged in parallel from top to bottom on steel pipe column, the support set be set on steel pipe column is provided with between two annular backup pads, the outer wall of support set is along the circumferential direction provided with some junction plates, junction plate is connected by high-strength bolt with between steel I-beam; The end face that described two annular backup pads are relative offers annular slot respectively, the upper and lower end corresponding annular slot be positioned on two annular backup pads respectively of support set, and support set can rotate in annular slot.
2. the syndeton of steel pipe column according to claim 1 and steel I-beam, it is characterized in that: the groove bottom of described annular slot offers tapped through hole, the upper and lower end face of support set is along the circumferential direction laid with some tapped blind holes, realizes being connected location by the high-strength bolt be located in tapped through hole and tapped blind hole between support set with annular slot.
3. the syndeton of steel pipe column according to claim 1 and steel I-beam, is characterized in that: on the outer wall of support set, along the circumferential direction offer annular groove, and described junction plate is arranged in annular groove, and junction plate can slide in annular groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520269512.8U CN204876089U (en) | 2015-04-30 | 2015-04-30 | Connection structure of steel -pipe column and steel I -beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520269512.8U CN204876089U (en) | 2015-04-30 | 2015-04-30 | Connection structure of steel -pipe column and steel I -beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204876089U true CN204876089U (en) | 2015-12-16 |
Family
ID=54820481
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520269512.8U Expired - Fee Related CN204876089U (en) | 2015-04-30 | 2015-04-30 | Connection structure of steel -pipe column and steel I -beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204876089U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109424072A (en) * | 2017-08-23 | 2019-03-05 | 香港华艺设计顾问(深圳)有限公司 | The connecting node and construction method of spacer bar concrete column on a kind of girder steel |
| CN111733974A (en) * | 2020-06-24 | 2020-10-02 | 浙江长锦建设有限公司 | Steel structure support |
| CN112627344A (en) * | 2020-12-10 | 2021-04-09 | 南京林业大学 | Wood structure beam column connecting node installation method and assembly type building construction method |
| CN113668701A (en) * | 2021-08-26 | 2021-11-19 | 江苏科技大学 | Assembly type circular steel pipe column node connecting device and assembly method |
-
2015
- 2015-04-30 CN CN201520269512.8U patent/CN204876089U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109424072A (en) * | 2017-08-23 | 2019-03-05 | 香港华艺设计顾问(深圳)有限公司 | The connecting node and construction method of spacer bar concrete column on a kind of girder steel |
| CN111733974A (en) * | 2020-06-24 | 2020-10-02 | 浙江长锦建设有限公司 | Steel structure support |
| CN111733974B (en) * | 2020-06-24 | 2021-06-29 | 浙江长锦建设有限公司 | Steel structure support |
| CN112627344A (en) * | 2020-12-10 | 2021-04-09 | 南京林业大学 | Wood structure beam column connecting node installation method and assembly type building construction method |
| CN113668701A (en) * | 2021-08-26 | 2021-11-19 | 江苏科技大学 | Assembly type circular steel pipe column node connecting device and assembly method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 471132 airport industrial zone, Macheng Town, Luoyang, Henan, Mengjin Patentee after: Hang Gang steel (Henan) Co., Ltd. Address before: 471132 airport industrial zone, Macheng Town, Luoyang, Henan, Mengjin Patentee before: Henan Hangxiao Steel Structure Co., Ltd. |
|
| 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: 20151216 Termination date: 20190430 |