CN203222817U - Connecting structure of basement stand column - Google Patents
Connecting structure of basement stand column Download PDFInfo
- Publication number
- CN203222817U CN203222817U CN 201320280917 CN201320280917U CN203222817U CN 203222817 U CN203222817 U CN 203222817U CN 201320280917 CN201320280917 CN 201320280917 CN 201320280917 U CN201320280917 U CN 201320280917U CN 203222817 U CN203222817 U CN 203222817U
- Authority
- CN
- China
- Prior art keywords
- column
- stand column
- basement
- brace summer
- concrete pile
- 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 connecting structure of a basement stand column. The connecting structure of the basement stand column is characterized in that the stand column is made of square steel, the length and the width of the cross section of the stand column are both 500 mm, the length of the part, embedded into a supporting beam, of the stand column is 300 mm, the stand column and the supporting beam are welded together in a hooping mode, a saddle-shaped steel bar is arranged at the position, where the stand column is placed, of the supporting beam to prevent a pitch point from being cracked due to over large shear capacity, the diameter of the saddle-shaped steel bar is 14-16 mm, the length of the part, entering a concrete pile, of the stand column is 50 mm, and the stand column and the interior of the concrete pile are welded together in a hooping mode.
Description
Technical field
The utility model relates to a kind of basement column and links structure, is applicable to building field.
Background technology
Along with the quickening of urbanization process development, the down town land area is more and more littler, in order to save the area, reduce because of the influence to surrounding building and road of foundation pit dewatering and large tracts of land soil excavation, the method that supports in increasing building basement foundation ditch adopts.The interior form that supports generally depends on the shape in place, the general method that adopts support of long and narrow rectangle foundation ditch, this employing of square base pit foundation annular brace, column is mainly used to the support level brace summer, design and the layout of brace summer in its form depends on, steel post is one of a kind of form of structure, and it is the problem that runs in the engineering practice that basement column and brace summer are linked.
The utility model content
The technical problem that the utility model solves provides a kind of basement column and links structure, solves existing technical deficiency.
The utility model comprises column, brace summer, concrete pile, column adopts square steel, column cross-sectional length and width are 500mm, column embeds brace summer 300mm, column and the welding of brace summer stirrup, brace summer arranges shape of a saddle reinforcing bar and the crack occurs because shear capacity is excessive to prevent position of joints at the column position, and shape of a saddle bar diameter is 14mm～16mm, it is 50mm that column enters concrete pile length, stirrup welding in column and the concrete pile.
The utility model is simple and practical.
Description of drawings
Fig. 1 basement column links organigram.
Reference numeral: 1, column, 2, brace summer, 3, concrete pile.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in detail.
Fig. 1 links organigram for the basement column.The utility model comprises column 1, brace summer 2, concrete pile 3, column 1 adopts square steel, column 1 cross-sectional length and width are 500mm, column 1 embeds brace summer 300mm, column 1 and the welding of brace summer 2 stirrups, brace summer 2 arranges shape of a saddle reinforcing bar at column 1 position, and shape of a saddle bar diameter is 14mm, it is 50mm that column 1 enters concrete pile 3 length, stirrup welding in column 1 and the concrete pile 3.
Claims (1)
1. a basement column links structure, it is characterized in that comprising column, brace summer, concrete pile, column adopts square steel, column cross-sectional length and width are 500mm, and column embeds brace summer 300mm, column and the welding of brace summer stirrup, brace summer arranges shape of a saddle reinforcing bar and the crack occurs because shear capacity is excessive to prevent position of joints at the column position, shape of a saddle bar diameter is 14mm～16mm, and it is 50mm that column enters concrete pile length, stirrup welding in column and the concrete pile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320280917 CN203222817U (en) | 2013-05-11 | 2013-05-11 | Connecting structure of basement stand column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320280917 CN203222817U (en) | 2013-05-11 | 2013-05-11 | Connecting structure of basement stand column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203222817U true CN203222817U (en) | 2013-10-02 |
Family
ID=49249824
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320280917 Expired - Fee Related CN203222817U (en) | 2013-05-11 | 2013-05-11 | Connecting structure of basement stand column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203222817U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088316A (en) * | 2016-08-12 | 2016-11-09 | 长沙远大住宅工业集团股份有限公司 | A kind of overlapping assembled integral basement of hollow building cover post and lintel system |
| CN108301635A (en) * | 2016-07-26 | 2018-07-20 | 朱奎 | The Basement reconstruction structure of bored pile foundation |
| CN108331154A (en) * | 2016-07-26 | 2018-07-27 | 朱奎 | Basement reconstruction construction method with raft foundation building |
-
2013
- 2013-05-11 CN CN 201320280917 patent/CN203222817U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108301635A (en) * | 2016-07-26 | 2018-07-20 | 朱奎 | The Basement reconstruction structure of bored pile foundation |
| CN108331154A (en) * | 2016-07-26 | 2018-07-27 | 朱奎 | Basement reconstruction construction method with raft foundation building |
| CN108331367A (en) * | 2016-07-26 | 2018-07-27 | 朱奎 | The Basement reconstruction structure of raft foundation |
| CN108360561A (en) * | 2016-07-26 | 2018-08-03 | 朱奎 | The Basement reconstruction of raft foundation constructs |
| CN108360553A (en) * | 2016-07-26 | 2018-08-03 | 朱奎 | The construction method of Basement reconstruction construction with raft foundation building |
| CN106088316A (en) * | 2016-08-12 | 2016-11-09 | 长沙远大住宅工业集团股份有限公司 | A kind of overlapping assembled integral basement of hollow building cover post and lintel system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131002 Termination date: 20140511 |