CN205369524U - Many high -rise building of steel construction side pipe concrete column building site concatenation node - Google Patents
Many high -rise building of steel construction side pipe concrete column building site concatenation node Download PDFInfo
- Publication number
- CN205369524U CN205369524U CN201520998025.5U CN201520998025U CN205369524U CN 205369524 U CN205369524 U CN 205369524U CN 201520998025 U CN201520998025 U CN 201520998025U CN 205369524 U CN205369524 U CN 205369524U
- Authority
- CN
- China
- Prior art keywords
- steel pipe
- column
- pipe column
- node
- steel construction
- 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
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Abstract
The utility model discloses a many high -rise building of steel construction side pipe concrete column building site concatenation node will go up the steel -pipe column and correspond with the lower steel pipe post and cup joint an organic whole, make lining papers and welt looks butt, it is integrative to pass through the connecting plate rigid coupling with two otic placodes, then will go up steel -pipe column and the welding of lower steel pipe post. The utility model discloses a connecing the post department intraductal lining papers node in bottom increase side, the inhomogeneous defect that arouses column wall welding deformation of welding between four inboard connecting plates of column wall has been avoided to this node, has guaranteed the outward appearance planarization and the aesthetic property of post, has not only improved the efficiency of on -the -spot installation, has still reduced the live time of crane, has saved cost of labor and hoist and mount expense.
Description
Technical field
This utility model relates to steel construction multi-rise building technical field, specifically a kind of steel construction multi-rise building square tube concrete column building site splicing node.
Background technology
Prior art adopt steel plate type connect node, inside post jamb, between four pieces of connecting plates, welding is uneven easily caused by post jamb welding deformation, cause that flat appearance and the aesthetic property of post are bad, the welding of four pieces of connecting plate baseplanes is uneven directly can be affected and progress that hypomere post is installed, reduce field erected efficiency, increase the use time of crane.
Utility model content
For solving the problems of the prior art, the purpose of this utility model is to provide a kind of steel construction multi-rise building square tube concrete column building site splicing node.
Be the technical scheme is that by realizing this utility model purpose
A kind of steel construction multi-rise building square tube concrete column building site splicing node, including lining papers, liner plate, otic placode, connecting plate；Described lining papers is fixedly arranged on steel pipe column bottom；Described liner plate is fixedly arranged on lower steel pipe column upper end；Described otic placode is fixedly arranged on steel pipe column and lower steel pipe column；By corresponding with lower steel pipe column for upper steel pipe column socket one, lining papers and liner plate is made to abut against；By two otic placodes by connecting plate (4) affixed one；Then upper steel pipe column is welded with lower steel pipe column.
The beneficial effects of the utility model are:
This utility model flat appearance and attractive in appearance, not only increases field erected efficiency, also reduces the use time of crane, saves labour turnover and lifting cost is used.
Accompanying drawing explanation
Fig. 1 is structure chart of the present utility model.
Fig. 2 is the A-A sectional view of Fig. 1.
Detailed description of the invention
In conjunction with Figure of description, this utility model is further described.
As shown in Figure 1-2, a kind of steel construction multi-rise building square tube concrete column building site splicing node, including lining papers 1, liner plate 2, otic placode 3, connecting plate 4；
Described lining papers 1 is fixedly arranged on steel pipe column bottom；
Described liner plate 2 is fixedly arranged on lower steel pipe column upper end；
Described otic placode 3 is fixedly arranged on steel pipe column and lower steel pipe column；
By corresponding with lower steel pipe column for upper steel pipe column socket one, lining papers 1 and liner plate 2 is made to abut against；In guarantee, the gap of 5mm reserved by steel pipe column and lower steel pipe column.
By two otic placodes 3 by the affixed one of connecting plate 4；Then upper steel pipe column is welded with lower steel pipe column.
Described connecting plate 4 is arranged at otic placode 3 both sides and is bolted connection.
Described lining papers 1 is square structure.
Described liner plate 2 square column structure.
Claims (4)
1. a steel construction multi-rise building square tube concrete column building site splicing node, it is characterised in that:
Including lining papers (1), liner plate (2), otic placode (3), connecting plate (4)；
Described lining papers (1) is fixedly arranged on steel pipe column bottom；
Described liner plate (2) is fixedly arranged on lower steel pipe column upper end；
Described otic placode (3) is fixedly arranged on steel pipe column and lower steel pipe column；
By corresponding with lower steel pipe column for upper steel pipe column socket one, lining papers (1) and liner plate (2) is made to abut against；
By two otic placodes (3) by connecting plate (4) affixed one；Then upper steel pipe column is welded with lower steel pipe column.
2. a kind of steel construction multi-rise building square tube concrete column building site splicing node according to claim 1, it is characterised in that:
Described connecting plate (4) is arranged at otic placode (3) both sides and is bolted connection.
3. a kind of steel construction multi-rise building square tube concrete column building site splicing node according to claim 1, it is characterised in that:
Described lining papers (1) is square structure.
4. a kind of steel construction multi-rise building square tube concrete column building site splicing node according to claim 1, it is characterised in that:
Described liner plate (2) square column structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520998025.5U CN205369524U (en) | 2015-12-04 | 2015-12-04 | Many high -rise building of steel construction side pipe concrete column building site concatenation node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520998025.5U CN205369524U (en) | 2015-12-04 | 2015-12-04 | Many high -rise building of steel construction side pipe concrete column building site concatenation node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205369524U true CN205369524U (en) | 2016-07-06 |
Family
ID=56279013
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520998025.5U Expired - Fee Related CN205369524U (en) | 2015-12-04 | 2015-12-04 | Many high -rise building of steel construction side pipe concrete column building site concatenation node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205369524U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360693A (en) * | 2018-03-20 | 2018-08-03 | 中建四局第六建筑工程有限公司 | A kind of novel rod iron attachment device of Super High and method |
| CN114214956A (en) * | 2021-12-29 | 2022-03-22 | 江苏沪宁钢机股份有限公司 | Steel tower installation method for inclined concrete tower column |
-
2015
- 2015-12-04 CN CN201520998025.5U patent/CN205369524U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360693A (en) * | 2018-03-20 | 2018-08-03 | 中建四局第六建筑工程有限公司 | A kind of novel rod iron attachment device of Super High and method |
| CN114214956A (en) * | 2021-12-29 | 2022-03-22 | 江苏沪宁钢机股份有限公司 | Steel tower installation method for inclined concrete tower column |
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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: 20160706 Termination date: 20191204 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |