CN206360209U - A kind of steel box column scene splicing node structure - Google Patents
A kind of steel box column scene splicing node structure Download PDFInfo
- Publication number
- CN206360209U CN206360209U CN201621461338.8U CN201621461338U CN206360209U CN 206360209 U CN206360209 U CN 206360209U CN 201621461338 U CN201621461338 U CN 201621461338U CN 206360209 U CN206360209 U CN 206360209U
- Authority
- CN
- China
- Prior art keywords
- steel box
- box column
- column
- lining papers
- lower steel
- 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
Abstract
The utility model discloses a kind of steel box column scene splicing node structure, including upper steel box column and lower steel box column；Four lining papers are welded with the upper steel box column bottom interior wall four sides；The lining papers is square plate, and lining papers exposes steel box column bottom；Four liner plates are welded with the lower steel box column upper inside wall four sides；The liner plate is square tube, and liner plate exposes lower steel box column upper end；Four otic placodes are respectively welded on the bottom outer wall four sides of the upper steel box column and lower steel box column, when the upper steel box column and the assembly docking of lower steel box column, lining papers is docked into insertion with liner plate, by insertion connecting plate inside otic placode, otic placode and connecting plate are fastenedly connected with bolt, the assembling of steel box column and lower steel box column in completion.This is new to ensure that flat appearance and aesthetic property of post, not only increases field erected efficiency, also reduces the use time of crane, save cost of labor and lifting cost with while add security.
Description
Technical field
The utility model is related to steel building technical field, specially a kind of steel box column scene splicing node structure.
Background technology
All it is at present to use steel plate type connecting node in steel building, the connecting node makes inconvenient, high processing costs,
The artificial deformation for carrying out overhead welding operation, steel column easily being caused because welding is uneven is needed when construction.And workman
Cost is high in construction, and lifting is costly, there is potential safety hazard.
Utility model content
The purpose of this utility model is the steel box column scene splicing node structure for providing a kind of on-site consolidation.
The technical scheme that the utility model is used to achieve the above object is：
A kind of steel box column scene splicing node structure, including upper steel box column and lower steel box column；
Four lining papers are welded with the upper steel box column bottom interior wall four sides；The lining papers is square plate, and lining papers exposes
Steel box column bottom；
Four liner plates are welded with the lower steel box column upper inside wall four sides；The liner plate is square tube, and liner plate exposes nowel
Steel column upper end；
Four otic placodes are respectively welded on the bottom outer wall four sides of the upper steel box column and lower steel box column,
When the upper steel box column and the assembly docking of lower steel box column, lining papers is docked into insertion with liner plate, by otic placode
Otic placode and connecting plate, are fastenedly connected by insertion connecting plate in inside with bolt, it is ensured that upper pre- between steel box column and lower steel box column
5mm welding bead is stayed, upper steel box column and lower steel box column is welded, remove otic placode and connecting plate；Steel box column in completion
With the assembling of lower steel box column.
The height of the lining papers is 50mm；
Lining papers ride out is 23mm；
Liner plate ride out is 18mm.
The beneficial effects of the utility model：
The node structure of this new use on-site consolidation, the lining papers node in post bottom increase square tube, reduces process, protects
The flat appearance and aesthetic property of post have been demonstrate,proved, field erected efficiency is not only increased, the use time of crane is also reduced,
Save cost of labor and lifting cost with while add security.
Brief description of the drawings
Fig. 1 the utility model structural representations.
Fig. 2 is the utility model Fig. 1 A-A sectional views.
Embodiment
It is further described with reference to Figure of description 1-2 and reference to of the present utility model.
A kind of steel box column scene splicing node structure, including upper steel box column 5 and lower steel box column 6；
Four lining papers 1 are welded with the bottom interior wall four sides of upper steel box column 5；The lining papers 1 is square plate, and lining papers 1 reveals
Go out the upper bottom of steel box column 5；
Four liner plates 2 are welded with the upper inside wall four sides of lower steel box column 6；The liner plate 2 is square tube, and liner plate 2 exposes
The lower upper end of steel box column 6；
Four otic placodes 3 are respectively welded on the bottom outer wall four sides of the upper steel box column 5 and lower steel box column 6,
When the upper steel box column 5 and the assembly docking of lower steel box column 6, lining papers 1 is docked into insertion with liner plate 2, will
Otic placode 3 and connecting plate 4, are fastenedly connected by insertion connecting plate 4 in the inside of otic placode 3 with bolt, it is ensured that upper steel box column 5 and nowel shaped steel
5mm welding bead is reserved between post 6, upper steel box column 5 and lower steel box column 6 is welded, remove otic placode 3 and connecting plate 4；It is complete
Into the assembling of upper steel box column 5 and lower steel box column 6.
The height of the lining papers 1 is 50mm；
The ride out of lining papers 1 is 23mm；
The ride out of liner plate 2 is 18mm.
Claims (4)
1. a kind of steel box column scene splicing node structure, it is characterised in that：
Including upper steel box column and lower steel box column；
Four lining papers are welded with the upper steel box column bottom interior wall four sides；The lining papers is square plate, and lining papers exposes box
Steel column bottom；
Four liner plates are welded with the lower steel box column upper inside wall four sides；The liner plate is square tube, and liner plate exposes nowel shaped steel
Post upper end；
Four otic placodes 3 are respectively welded on the bottom outer wall four sides of the upper steel box column and lower steel box column,
When the upper steel box column and the assembly docking of lower steel box column, lining papers is docked into insertion with liner plate, inside otic placode
Connecting plate is inserted, otic placode and connecting plate is fastenedly connected with bolt, it is ensured that be upper that 5mm is reserved between steel box column and lower steel box column
Welding bead, upper steel box column and lower steel box column is welded, remove otic placode and connecting plate；Steel box column and nowel in completion
The assembling of steel column.
2. a kind of steel box column scene splicing node structure according to claim 1, it is characterised in that：
The height of the lining papers is 50mm.
3. a kind of steel box column scene splicing node structure according to claim 1, it is characterised in that：
Lining papers ride out is 23mm.
4. a kind of steel box column scene splicing node structure according to claim 1, it is characterised in that：
Liner plate ride out is 18mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621461338.8U CN206360209U (en) | 2016-12-29 | 2016-12-29 | A kind of steel box column scene splicing node structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621461338.8U CN206360209U (en) | 2016-12-29 | 2016-12-29 | A kind of steel box column scene splicing node structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206360209U true CN206360209U (en) | 2017-07-28 |
Family
ID=59376728
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621461338.8U Expired - Fee Related CN206360209U (en) | 2016-12-29 | 2016-12-29 | A kind of steel box column scene splicing node structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206360209U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108468412A (en) * | 2018-05-31 | 2018-08-31 | 中民筑友建设科技集团有限公司海南分公司 | A kind of prefabricated column connected node of inflection point and its assembly method |
| CN108930359A (en) * | 2018-06-25 | 2018-12-04 | 五冶集团上海有限公司 | A kind of structure and method for the docking of high-altitude large-scale steel structure column |
| CN110359579A (en) * | 2019-08-15 | 2019-10-22 | 中冶南方都市环保工程技术股份有限公司 | A kind of rigid connection node and method of steel column and concrete column |
-
2016
- 2016-12-29 CN CN201621461338.8U patent/CN206360209U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108468412A (en) * | 2018-05-31 | 2018-08-31 | 中民筑友建设科技集团有限公司海南分公司 | A kind of prefabricated column connected node of inflection point and its assembly method |
| CN108930359A (en) * | 2018-06-25 | 2018-12-04 | 五冶集团上海有限公司 | A kind of structure and method for the docking of high-altitude large-scale steel structure column |
| CN110359579A (en) * | 2019-08-15 | 2019-10-22 | 中冶南方都市环保工程技术股份有限公司 | A kind of rigid connection node and method of steel column and concrete column |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| 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: 20170728 Termination date: 20191229 |