CN203782893U - Connecting device for rectangular steel tube concrete column and section steel beam - Google Patents
Connecting device for rectangular steel tube concrete column and section steel beam Download PDFInfo
- Publication number
- CN203782893U CN203782893U CN201420121345.8U CN201420121345U CN203782893U CN 203782893 U CN203782893 U CN 203782893U CN 201420121345 U CN201420121345 U CN 201420121345U CN 203782893 U CN203782893 U CN 203782893U
- Authority
- CN
- China
- Prior art keywords
- tubing string
- section steel
- plate
- rectangle
- junction plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 85
- 239000010959 steel Substances 0.000 title claims abstract description 85
- 238000010008 shearing Methods 0.000 claims description 10
- 238000003466 welding Methods 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a connecting device for a rectangular steel tube concrete column and a section steel beam, and belongs to a column-beam connecting device of a steel structure. The connecting device for the rectangular steel tube concrete column and the section steel beam is characterized by further comprising a connecting plate, an anti-shear support plate and high-strength bolts, wherein the rectangular connecting plate is welded to the left end surface of the section steel beam, bolt holes I which are uniformly distributed and formed from top to bottom are respectively and symmetrically formed in the front and back side parts of the connecting plate, the connecting plate is abutted against the right side surface of the rectangular steel tube column, the anti-shear support plate is welded to the position corresponding to the bottom surface of the connecting plate and on the right side surface of the rectangular steel tube column, bolt holes II are respectively formed in the positions corresponding to the bolt holes I located in the connecting plate and on the left side plate and the right side plate of the rectangular steel tube column, the high-strength bolts respectively penetrate and are arranged in the corresponding bolt holes II and the bolt holes I, nuts are tightly screwed, the rectangular steel tube column and the section steel beam are fixedly connected, and then concrete is poured and tamped in the rectangular steel tube column. The connecting device is simple in structure, convenient to operate and reliable in quality.
Description
Technical field
The utility model belongs to the Pole beam connector of steel work, especially relates to the linkage of a kind of steel core concrete column and section steel beam.
Background technology
?due to rectangular steel-tube concrete column (illustrating: this rectangular steel-tube concrete column is formed by placing of concrete in rectangle steel tubing string) reasonable stress, and fireproof performance and economic indicator are all good, at present in increasing steel building, particularly in steel structure of housing building, extensively adopted rectangular steel-tube concrete column, but compare with employing H steel column, being connected between rectangular steel-tube concrete column and section steel beam (hereinafter to be referred as beam column) is comparatively complicated, conventionally need in the rectangular steel pipe of beam column junction, weld diaphragm, between beam column, by bolt, weld and be connected at the scene, this connected mode is not only manufactured complexity, operation is various, manufacturing speed is slow, and welding capacity is large, make the difficult control of quality, particularly diaphragm affects the pouring of rectangle steel tubing string inner concrete, tamping, when the section of rectangle steel tubing string hour particularly evident.
Summary of the invention
The purpose of this utility model is the dress that is connected that proposes a kind of rectangular steel-tube concrete column and section steel beam
Put, not only simple in structure, easy to operate, and the pouring of post inner concrete, tamping are convenient, saving of work and time, and power transmission is reasonable, reliable in quality.
The purpose of this utility model is achieved like this: the linkage of a kind of rectangular steel-tube concrete column and section steel beam (abbreviation Pole beam connector), comprise rectangle steel tubing string and section steel beam, this rectangle steel tubing string is vertical setting, this section steel beam (as H section steel beam) is positioned at the right outside side of rectangle steel tubing string and is left and right to being horizontally disposed with, it is characterized in that: the linkage of this rectangular steel-tube concrete column and section steel beam also comprises junction plate, shearing resistance supporting plate and high-strength bolt, on the left side of section steel beam, be welded and be front and back to the junction plate of the rectangle of facade, and the sagittal width of this junction plate is equal to or less than the sagittal width of rectangle steel tubing string right flank, in the front side portion of this junction plate and the rear lateral portion uniform bolt hole I of offering from top to bottom respectively symmetrically, the left surface of junction plate is resisted against to be welded to ground before and after the being shearing resistance supporting plate of cuboid of the corresponding position, bottom surface that is positioned at junction plate on the right flank of rectangle steel tubing string and on the right flank of rectangle steel tubing string, be about to junction plate support on shearing resistance supporting plate, in addition, left plate at rectangle steel tubing string, on right plate, bolt hole II is offered respectively at the corresponding position that is positioned at junction plate upper bolt hole I, and make the diameter of bolt hole II, the diameter of pitch-row and bolt hole I, pitch-row is consistent, in each corresponding bolt hole II and bolt hole I, install respectively high-strength bolt fastening nut, rectangle steel tubing string and section steel beam are fixedly connected, then, in rectangle steel tubing string, water, tamped concrete.
During use, due in post beam junction, adopt high-strength bolt to transmit the pulling force of section steel beam, in the rectangle steel tubing string of post beam junction without welding diaphragm, thereby improved the perforation in rectangle steel tubing string
Condition, is convenient to concrete pouring and tamping.
The rectangular steel-tube concrete column that the utility model proposes and the linkage of section steel beam, not only simple in structure, easy to operate, and the pouring of post inner concrete, tamping are convenient, saving of work and time, and power transmission is reasonable, reliable in quality.
The rectangular steel-tube concrete column now in conjunction with the accompanying drawings and embodiments the utility model being proposed and the linkage of section steel beam are further described.
Accompanying drawing explanation
Fig. 1 is that the master of the linkage of the rectangular steel-tube concrete column that proposes of the utility model and section steel beam looks schematic diagram.
In Fig. 1: 1, rectangle steel tubing string 2, section steel beam 3, junction plate 4, high-strength bolt 5, shearing resistance supporting plate.
The specific embodiment
As can be seen from Figure 1: the linkage of a kind of rectangular steel-tube concrete column and section steel beam (abbreviation Pole beam connector), comprise rectangle steel tubing string 1 and section steel beam 2, this rectangle steel tubing string 1 is vertical setting, this section steel beam 2(is as H section steel beam) be positioned at the right outside side of rectangle steel tubing string 1 and be left and right to being horizontally disposed with, it is characterized in that: the linkage of this rectangular steel-tube concrete column and section steel beam also comprises junction plate 3, shearing resistance supporting plate 5 and high-strength bolt 4, on the left side of section steel beam 2, be welded and be front and back to the junction plate 3 of the rectangle of facade, and the sagittal width of this junction plate 3 is equal to or less than the sagittal width of rectangle steel tubing string 1 right flank, in the front side portion of this junction plate 3 and the rear lateral portion uniform bolt hole I of offering from top to bottom respectively symmetrically, the left surface of junction plate 3 is resisted against to be welded to ground before and after the being shearing resistance supporting plate 5 of cuboid of the corresponding position, bottom surface that is positioned at junction plate 3 on the right flank of rectangle steel tubing string 1 and on the right flank of rectangle steel tubing string 1, be about to junction plate 3 supports on shearing resistance supporting plate 5, in addition, left plate at rectangle steel tubing string 1, on right plate, bolt hole II is offered respectively at the corresponding position that is positioned at junction plate 3 upper bolt hole I, and make the diameter of bolt hole II, the diameter of pitch-row and bolt hole I, pitch-row is consistent, in each corresponding bolt hole II and bolt hole I, install respectively high-strength bolt 4 fastening nut, rectangle steel tubing string 1 and section steel beam 2 are fixedly connected, then, in the interior pouring of rectangle steel tubing string 1, tamped concrete.
During use, due in post beam junction, adopt high-strength bolt 4 to transmit the pulling force of section steel beams 2, the rectangle steel tubing string 1 of post beam junction in without welding diaphragm, thereby improved rectangle steel tubing string 1
Interior perforation condition, is convenient to concrete pouring and tamping.
Claims (1)
1. the linkage of a rectangular steel-tube concrete column and section steel beam, comprise rectangle steel tubing string (1) and section steel beam (2), this rectangle steel tubing string (1) is vertical setting, this section steel beam (2) is positioned at the right outside side of rectangle steel tubing string (1) and is left and right to being horizontally disposed with, it is characterized in that: the linkage of this rectangular steel-tube concrete column and section steel beam also comprises junction plate (3), shearing resistance supporting plate (5) and high-strength bolt (4), on the left side of section steel beam (2), be welded and be front and back to the junction plate (3) of the rectangle of facade, and the sagittal width of this junction plate (3) is equal to or less than the sagittal width of rectangle steel tubing string (1) right flank, in the front side portion of this junction plate (3) and the rear lateral portion uniform bolt hole I of offering from top to bottom respectively symmetrically, the left surface of junction plate (3) is resisted against to be welded to ground before and after the being shearing resistance supporting plate (5) of cuboid of position, bottom surface that correspondence on the right flank of rectangle steel tubing string (1) and on the right flank of rectangle steel tubing string (1) is positioned at junction plate (3), be about to junction plate (3) support on shearing resistance supporting plate (5), in addition, left plate in rectangle steel tubing string (1), bolt hole II is offered respectively at the position that on right plate, correspondence is positioned at junction plate (3) upper bolt hole I, and make the diameter of bolt hole II, the diameter of pitch-row and bolt hole I, pitch-row is consistent, in each corresponding bolt hole II and bolt hole I, install respectively high-strength bolt (4) fastening nut, rectangle steel tubing string (1) and section steel beam (2) are fixedly connected, then, pouring in rectangle steel tubing string (1), tamped concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420121345.8U CN203782893U (en) | 2014-03-18 | 2014-03-18 | Connecting device for rectangular steel tube concrete column and section steel beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420121345.8U CN203782893U (en) | 2014-03-18 | 2014-03-18 | Connecting device for rectangular steel tube concrete column and section steel beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203782893U true CN203782893U (en) | 2014-08-20 |
Family
ID=51319095
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420121345.8U Expired - Fee Related CN203782893U (en) | 2014-03-18 | 2014-03-18 | Connecting device for rectangular steel tube concrete column and section steel beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203782893U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104213645A (en) * | 2014-09-13 | 2014-12-17 | 内蒙古科技大学 | H section steel girder-column minor axis connecting top and bottom angle steel node and preparing method of H section steel girder-column minor axis connecting top and bottom angle steel node |
| CN104213644A (en) * | 2014-09-13 | 2014-12-17 | 内蒙古科技大学 | H section steel girder-column minor axis connecting end plate node and preparing method of H section steel girder-column minor axis connecting end plate node |
| CN111648637A (en) * | 2019-03-04 | 2020-09-11 | 中国电力科学研究院有限公司 | Power transmission iron tower |
| CN112900618A (en) * | 2021-01-27 | 2021-06-04 | 海南大学 | Prefabricated frame, beam column joint and construction method |
| CN112922232A (en) * | 2021-01-27 | 2021-06-08 | 海南大学 | Beam column joint of concrete prefabricated column and construction method thereof |
-
2014
- 2014-03-18 CN CN201420121345.8U patent/CN203782893U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104213645A (en) * | 2014-09-13 | 2014-12-17 | 内蒙古科技大学 | H section steel girder-column minor axis connecting top and bottom angle steel node and preparing method of H section steel girder-column minor axis connecting top and bottom angle steel node |
| CN104213644A (en) * | 2014-09-13 | 2014-12-17 | 内蒙古科技大学 | H section steel girder-column minor axis connecting end plate node and preparing method of H section steel girder-column minor axis connecting end plate node |
| CN111648637A (en) * | 2019-03-04 | 2020-09-11 | 中国电力科学研究院有限公司 | Power transmission iron tower |
| CN111648637B (en) * | 2019-03-04 | 2024-09-27 | 中国电力科学研究院有限公司 | Power transmission tower |
| CN112900618A (en) * | 2021-01-27 | 2021-06-04 | 海南大学 | Prefabricated frame, beam column joint and construction method |
| CN112922232A (en) * | 2021-01-27 | 2021-06-08 | 海南大学 | Beam column joint of concrete prefabricated column and construction method thereof |
| WO2022160387A1 (en) * | 2021-01-27 | 2022-08-04 | 海南大学 | Beam-column joint of concrete precast column and construction method therefor |
| US12116768B2 (en) | 2021-01-27 | 2024-10-15 | Hainan University | Beam-column joint of precast concrete column and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203782893U (en) | Connecting device for rectangular steel tube concrete column and section steel beam | |
| CN203062190U (en) | Butt joint regulation device for thick-wall boiler tube | |
| CN204983145U (en) | Connection structure of square steel column and steel I -beam | |
| CN201129026Y (en) | Telescopic tie bar for scaffold | |
| CN203238783U (en) | Rectangular concrete filled steel tubular column and steel beam semi-rigid node structure | |
| CN201817814U (en) | Adjustable fixed support of vertical surface sheet steel form | |
| CN203701433U (en) | Lateral welding lap joint structure of vertical reinforcements and steel sleeve of assembled wall | |
| CN103114731B (en) | The method for rapidly mounting of steel-structure factory building stone bolt | |
| CN203741724U (en) | Anti-collision wall formwork system | |
| CN104196023A (en) | Precast concrete tubular pile tip with mechanical connection device and using method of precast concrete tubular pile tip | |
| CN203307931U (en) | Embedded part positioning screw connecting structure | |
| CN203330607U (en) | On-site butt joint connection and location device for construction steel structure box type section steel column | |
| CN204081085U (en) | Box steel column syndeton | |
| CN203613532U (en) | Square pile connector | |
| CN204475614U (en) | A kind of adjustable mounting structure of curtain-wall stand-column | |
| CN204510688U (en) | A kind of temporary fixing structure of precast wall panel | |
| CN204401823U (en) | Embedded wallboard connecting component in assembling type steel structure system | |
| CN204342302U (en) | For the tower machine attachment changed course bracing or strutting arrangement be arranged in parallel | |
| CN203569693U (en) | Pre-buried iron part with steel ties arranged on concrete structure | |
| CN203547123U (en) | Supporting device for deformation joint template | |
| CN203022186U (en) | Assembly connected with stone curtain wall keel | |
| CN203035117U (en) | Lower protective cylinder of long spiral drilling machine | |
| CN203547101U (en) | Screw bolt tool type overhanging scaffold | |
| CN204098031U (en) | A kind of concrete precast pipe pile pile top with mechanical connecting device | |
| CN206917061U (en) | A kind of steel construction assembled wallboard |
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 |
Granted publication date: 20140820 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |