CN203755451U - Connecting device for dual-layer full-steel structure floor embedded with channel steel beam and column - Google Patents
Connecting device for dual-layer full-steel structure floor embedded with channel steel beam and column Download PDFInfo
- Publication number
- CN203755451U CN203755451U CN201420042089.3U CN201420042089U CN203755451U CN 203755451 U CN203755451 U CN 203755451U CN 201420042089 U CN201420042089 U CN 201420042089U CN 203755451 U CN203755451 U CN 203755451U
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- China
- Prior art keywords
- steel
- channel
- floor
- column
- seat board
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- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 90
- 239000010959 steel Substances 0.000 title claims abstract description 90
- 239000002355 dual-layer Substances 0.000 title abstract 2
- 230000002093 peripheral effect Effects 0.000 claims abstract description 7
- 238000003466 welding Methods 0.000 claims abstract description 4
- 239000000203 mixture Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 9
- 230000002787 reinforcement Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a connecting device for a dual-layer full-steel structure floor embedded with a channel steel beam and a column, and belongs to steel structure residents. The connecting device for the floor and the column mainly comprises a seat plate, reinforced rib plates, connecting plates and high-strength bolts, wherein the seat plate is horizontally welded on the periphery of the upper end segment of a steel column, and is a square plate; the reinforced rib plates are uniformly distributed between the bottom surface of the seat plate and the outer peripheral face of the steel column by welding; vertical rectangular connecting plates are correspondingly welded among vertical central lines on the upper surface of the seat plate and the four outer surfaces of the steel column respectively; connecting holes are uniformly distributed in each connecting plate; the position and diameter of each connecting hole are consistent with the position and the diameter of each mounting hole; the high-strength bolts are inserted into each connecting hole. During use, the floor is supported on the seat plate correspondingly, thereby realizing rapid and correct positioning, firm and reliable connection and high construction efficiency.
Description
Technical field
The utility model belongs to steel house, especially relates to the linkage of a kind of double-deck full steel structure floor and post.
Background technology
In the construction of steel house, Staggered Truss Structure Systems is on the basis of steel frame structural system, to develop a kind of new structure forming, and this Staggered Truss Structure Systems is made up of the plane frame and the floor that are positioned at the steel column of periphery, house, each intercolumniation substantially.Highly equal house floor height and span equals the two end supports of truss of house width on the file steel column of periphery, house, house is middle without post, but floor is formwork cast in situs again after steel column, same layer truss are installed often, not only affect efficiency of construction, and can not embody the industrialization of housing building of steel-structure and the theory of life-cycle green building.
Summary of the invention
The purpose of this utility model is to propose a kind of double-deck full steel structure floor of embedded steel channel beam and the linkage of post, double-deck full steel structure floor is at produce in factory, then install at the construction field (site), not only simple and reasonable, and floor location is correct fast, firm and reliable connection, improves efficiency of construction greatly.
The purpose of this utility model is achieved like this: a kind of double-deck full steel structure floor of embedded steel channel beam and the linkage of post (being called for short the linkage of floor and post), comprise steel column and floor, this steel column is the vertical quadrate steel pipe column arranging, this floor is the double-deck full steel structure floor of embedded steel channel beam, the rectangular frame of this floor is mainly formed by two channel steel cross beams and two channel-section steel longeron assembly weldings, and at each channel steel cross beam, the uniform installing hole of offering respectively on the web of the two ends section of channel-section steel longeron, it is characterized in that: the double-deck full steel structure floor of this embedded steel channel beam and the linkage of post are mainly by seat board, strengthen gusset, junction plate and high-strength bolt composition, the level seat board that is welded on the outer peripheral face of steel column upper end section, this seat board side of being annular slab, and this seat board can be part side's annular slab of two sides or three, the uniform reinforcement gusset that is welded between the bottom surface of seat board and the outer peripheral face of steel column, the rectangle junction plate of the corresponding facade that is welded respectively between the upper surface of seat board and the vertical center line position of four external surfaces of steel column, the uniform connecting hole of offering respectively on each junction plate, and the position of each connecting hole, the channel steel cross beam of diameter and the floor of corresponding connection, the position of the installing hole on channel-section steel longeron, diameter is consistent, in each connecting hole, all install high-strength bolt.
When use, the channel steel cross beam of floor, channel-section steel longeron correspondence are bearing on seat board, install high-strength bolt and be fixedly connected in the installing hole of each correspondence and connecting hole, location is correct fast, and firm and reliable connection, has improved efficiency of construction greatly.
The double-deck full steel structure floor of the embedded steel channel beam that the utility model proposes and the linkage of post, double-deck full steel structure floor, at produce in factory, is then installed at the construction field (site), not only simple and reasonable, and floor location is correct fast, firm and reliable connection, has improved efficiency of construction greatly.
The double-deck full steel structure floor of the embedded steel channel beam now in conjunction with the accompanying drawings and embodiments the utility model being proposed and the linkage of post are described further.
Brief description of the drawings
Fig. 1 is the double-deck full steel structure floor of the embedded steel channel beam that proposes of the utility model and the post linkage schematic perspective view while installing.
Fig. 2 is the double-deck full steel structure floor of the embedded steel channel beam that proposes of the utility model and the post linkage schematic perspective view while using.
In Fig. 1, Fig. 2:
1, steel column 2, seat board 3, reinforcement gusset 4, junction plate 5, connecting hole 6, floor.
Detailed description of the invention
From Fig. 1-Fig. 2, can find out: a kind of double-deck full steel structure floor of embedded steel channel beam and the linkage of post (being called for short the linkage of floor and post), comprise steel column 1 and floor 6, this steel column 1 is the vertical quadrate steel pipe column arranging, the double-deck full steel structure floor that this floor 6 is embedded steel channel beam, the rectangular frame of this floor 6 is mainly formed by two channel steel cross beams and two channel-section steel longeron assembly weldings, and at each channel steel cross beam, the uniform installing hole of offering respectively on the web of the two ends section of channel-section steel longeron, it is characterized in that: the double-deck full steel structure floor of this embedded steel channel beam and the linkage of post are mainly by seat board 2, strengthen gusset 3, junction plate 4 and high-strength bolt composition, the level seat board 2 that is welded on the outer peripheral face of steel column 1 upper end section, these seat board 2 side's of being annular slabs, and this seat board 2 can be part side's annular slab of two sides or three, between the bottom surface of seat board 2 and the outer peripheral face of steel column 1, uniform being welded strengthened gusset 3, the rectangle junction plate 4 of the corresponding facade that is welded respectively between the upper surface of seat board 2 and the vertical center line position of four external surfaces of steel column 1, the uniform connecting hole 5 of offering respectively on each junction plate 4, and the position of each connecting hole 5, the channel steel cross beam of diameter and the floor 6 of corresponding connection, the position of the installing hole on channel-section steel longeron, diameter is consistent, in each connecting hole 5, all install high-strength bolt.
When use, the channel steel cross beam of floor 6, channel-section steel longeron correspondence are bearing on seat board 2, install high-strength bolt and be fixedly connected in the installing hole of each correspondence and connecting hole 5, location is correct fast, and firm and reliable connection, has improved efficiency of construction greatly.
Claims (2)
1. the double-deck full steel structure floor of an embedded steel channel beam and the linkage of post, comprise steel column (1) and floor (6), this steel column (1) is the vertical quadrate steel pipe column arranging, the double-deck full steel structure floor that this floor (6) is embedded steel channel beam, the rectangular frame of this floor (6) is mainly formed by two channel steel cross beams and two channel-section steel longeron assembly weldings, and at each channel steel cross beam, the uniform installing hole of offering respectively on the web of the two ends section of channel-section steel longeron, it is characterized in that: the double-deck full steel structure floor of this embedded steel channel beam and the linkage of post are mainly by seat board (2), strengthen gusset (3), junction plate (4) and high-strength bolt composition, the level seat board (2) that is welded on the outer peripheral face of steel column (1) upper end section, this seat board (2) side of being annular slab, between the bottom surface of seat board (2) and the outer peripheral face of steel column (1), uniform being welded strengthened gusset (3), the rectangle junction plate (4) of the corresponding facade that is welded respectively between the upper surface of seat board (2) and the vertical center line position of four external surfaces of steel column (1), the uniform connecting hole (5) of offering respectively on each junction plate (4), and the position of each connecting hole (5), the channel steel cross beam of diameter and the floor (6) of corresponding connection, the position of the installing hole on channel-section steel longeron, diameter is consistent, in each connecting hole (5), all install high-strength bolt.
2. the double-deck full steel structure floor of embedded steel channel beam according to claim 1 and the linkage of post, is characterized in that part side's annular slab that this seat board (2) is two sides or three.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420042089.3U CN203755451U (en) | 2014-01-23 | 2014-01-23 | Connecting device for dual-layer full-steel structure floor embedded with channel steel beam and column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420042089.3U CN203755451U (en) | 2014-01-23 | 2014-01-23 | Connecting device for dual-layer full-steel structure floor embedded with channel steel beam and column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203755451U true CN203755451U (en) | 2014-08-06 |
Family
ID=51250742
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420042089.3U Expired - Fee Related CN203755451U (en) | 2014-01-23 | 2014-01-23 | Connecting device for dual-layer full-steel structure floor embedded with channel steel beam and column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203755451U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013612A (en) * | 2016-07-05 | 2016-10-12 | 风范绿色建筑（常熟）有限公司 | Shock-absorbing and compression-resisting concrete filled steel tubular column |
| CN108104279A (en) * | 2016-11-24 | 2018-06-01 | 重庆市中科大业建筑科技有限公司 | Clod wash multi-cavity steel tube concrete Special-Shaped Column and reinforced concrete floor connecting node |
| WO2018126307A1 (en) * | 2017-01-05 | 2018-07-12 | Nicholas Varias | Modular system |
-
2014
- 2014-01-23 CN CN201420042089.3U patent/CN203755451U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013612A (en) * | 2016-07-05 | 2016-10-12 | 风范绿色建筑（常熟）有限公司 | Shock-absorbing and compression-resisting concrete filled steel tubular column |
| CN108104279A (en) * | 2016-11-24 | 2018-06-01 | 重庆市中科大业建筑科技有限公司 | Clod wash multi-cavity steel tube concrete Special-Shaped Column and reinforced concrete floor connecting node |
| WO2018126307A1 (en) * | 2017-01-05 | 2018-07-12 | Nicholas Varias | Modular system |
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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 |
Granted publication date: 20140806 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |