CN203256906U - Embedding structure of steel rib columns and foundation bolts - Google Patents
Embedding structure of steel rib columns and foundation bolts Download PDFInfo
- Publication number
- CN203256906U CN203256906U CN 201320302446 CN201320302446U CN203256906U CN 203256906 U CN203256906 U CN 203256906U CN 201320302446 CN201320302446 CN 201320302446 CN 201320302446 U CN201320302446 U CN 201320302446U CN 203256906 U CN203256906 U CN 203256906U
- Authority
- CN
- China
- Prior art keywords
- steel plate
- foundation bolts
- rib columns
- stone bolt
- steel rib
- 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 31
- 239000010959 steel Substances 0.000 title claims abstract description 31
- 239000004567 concrete Substances 0.000 claims abstract description 14
- 239000004575 stone Substances 0.000 claims description 21
- 239000011150 reinforced concrete Substances 0.000 claims description 17
- 239000002390 adhesive tape Substances 0.000 claims description 4
- 238000010008 shearing Methods 0.000 abstract description 8
- 238000010276 construction Methods 0.000 abstract description 6
- 238000003466 welding Methods 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a constructional engineering structure, in particular to an embedding structure of steel rib columns and foundation bolts. The embedding structure of the steel rib columns and the foundation bolts is composed of the foundation bolts and the steel rib columns, wherein the foundation bolts are embedded in a concrete slab, the steel rib columns penetrate through the concrete slab, a shearing resisting steel plate is arranged outside the concrete slab, is rectangular and is provided with threaded holes, the foundation bolts penetrate through the shearing resisting steel plate through the threaded holes and are fixed through nuts, and the steel rib columns are welded with the four corners of the shearing resisting steel plate. The embedding structure of the steel rib columns and the foundation bolts has the advantages of being reasonable in design, low in construction cost, small in self load, little in welding amount, strong in shearing resistance, and the like.
Description
Technical field
The utility model relates to a kind of building engineering structure, especially relates to a kind of reinforced concrete column stone bolt and buries structure underground.
Background technology
Large public building and high level, super highrise building get more and more, and structure becomes increasingly complex.Generally, high-rise steel structure adopts large span, large space, the large mode of encorbelmenting, and the plate of encorbelmenting is suspended on the laterally large overhanging type steel concrete hanging top by the steel truss of vertically encorbelmenting, and encorbelment greatly its load is passed in its embedding shear wall again.This structural span is large, and load is heavy, and highly high, the steel work lift heavy is large, and the overhead welding amount is large, and thick plates technical sophistication, this structural system need civil engineering and Construction of Steel Structure to combine closely, and difficulty of construction is large.
Summary of the invention
The utility model mainly is for the existing complex structure of prior art, construction cost is higher, self load is heavier, welding capacity is larger, and the weak technical problem that waits of shearing resistance provides a kind of simple in structure, construction cost is lower, self load is less, and welding capacity is less, and the stronger reinforced concrete column stone bolt of shearing resistance is buried structure underground.
Above-mentioned technical problem of the present utility model is mainly solved by following technical proposals: the reinforced concrete column stone bolt is buried structure underground and is comprised of stone bolt and reinforced concrete column, stone bolt is embedded in the concrete slab, reinforced concrete column passes concrete slab, concrete slab is outside equipped with anti-shear steel plate, anti-shear steel plate is orthogonal, have screwed hole on the anti-shear steel plate, stone bolt passes anti-shear steel plate by screwed hole and fixes with nut, and four jiaos of anti-shear steel plate weld together with reinforced concrete column.Anti-shear steel plate shares stone bolt and reinforced concrete column is subjected to shearing, strengthens the shear strength of whole system.
As preferably, the stone bolt tail end is wrapped with adhesive tape.Adhesive tape can effectively be protected stone bolt in concrete slab.
Therefore, it is more reasonable to the utlity model has design, and construction cost is lower, and self load is less, the characteristics such as welding capacity is less, and shearing resistance is stronger.
Description of drawings
Accompanying drawing 1 is overall structure schematic diagram of the present utility model.
The specific embodiment
Below by embodiment, and by reference to the accompanying drawings, the technical solution of the utility model is described in further detail.
Embodiment 1: the reinforced concrete column stone bolt is buried structure underground and is comprised of stone bolt and reinforced concrete column, stone bolt is embedded in the concrete slab, reinforced concrete column passes concrete slab, concrete slab 1 is outside equipped with anti-shear steel plate 2, anti-shear steel plate 2 is orthogonal, has screwed hole on the anti-shear steel plate 2, and stone bolt 3 passes anti-shear steel plate 2 by screwed hole and fixes with nut, four jiaos of anti-shear steel plate 2 weld together with reinforced concrete column 4, and stone bolt 3 tail ends are wrapped with adhesive tape 5 (as shown in Figure 1).
Claims (2)
1. a reinforced concrete column stone bolt is buried structure underground, formed by stone bolt and reinforced concrete column, stone bolt is embedded in the concrete slab, reinforced concrete column passes concrete slab, it is characterized in that described concrete slab (1) is outside equipped with anti-shear steel plate (2), anti-shear steel plate (2) is orthogonal, anti-shear steel plate has screwed hole on (2), stone bolt (3) passes anti-shear steel plate (2) by screwed hole and fixes with nut, and four jiaos of anti-shear steel plate (2) weld together with reinforced concrete column (4).
2. reinforced concrete column stone bolt according to claim 1 is buried structure underground, it is characterized in that described stone bolt (3) tail end is wrapped with adhesive tape (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320302446 CN203256906U (en) | 2013-05-24 | 2013-05-24 | Embedding structure of steel rib columns and foundation bolts |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320302446 CN203256906U (en) | 2013-05-24 | 2013-05-24 | Embedding structure of steel rib columns and foundation bolts |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203256906U true CN203256906U (en) | 2013-10-30 |
Family
ID=49469484
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320302446 Expired - Fee Related CN203256906U (en) | 2013-05-24 | 2013-05-24 | Embedding structure of steel rib columns and foundation bolts |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203256906U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104455952A (en) * | 2014-10-21 | 2015-03-25 | 安徽铁创新材料科技有限公司 | Embedded bolt structure |
-
2013
- 2013-05-24 CN CN 201320302446 patent/CN203256906U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104455952A (en) * | 2014-10-21 | 2015-03-25 | 安徽铁创新材料科技有限公司 | Embedded bolt structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice |
Addressee: Fujian Huahang Construction Projects Co., Ltd. Document name: Notification to Pay the Fees |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131030 Termination date: 20140524 |