CN202830963U - Wind-resisting column and foundation connecting mechanism - Google Patents
Wind-resisting column and foundation connecting mechanism Download PDFInfo
- Publication number
- CN202830963U CN202830963U CN 201220545066 CN201220545066U CN202830963U CN 202830963 U CN202830963 U CN 202830963U CN 201220545066 CN201220545066 CN 201220545066 CN 201220545066 U CN201220545066 U CN 201220545066U CN 202830963 U CN202830963 U CN 202830963U
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- wind
- layer
- resisting
- connecting mechanism
- resistant column
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Abstract
The utility model relates to a connecting mechanism, in particular to a wind-resisting column and foundation connecting mechanism. The wind-resisting column and foundation connecting mechanism is used for a steel structure, and comprise a concrete layer. A pouring layer is arranged on the concrete layer. The wind-resisting column is arranged on the upper portion of the pouring layer. A shear resisting groove extending downwards is arranged in the pouring layer. A shear resisting key is arranged on the bottom of the wind-resisting column. The shear resisting key extends to the shear resisting groove. The wind-resisting column and foundation connecting mechanism is simple in structure and high in stable property.
Description
Technical field
The utility model is a kind of bindiny mechanism, and particularly a kind of wind-resistant column and basic bindiny mechanism are used for steel work.
Background technology
Basic steel work structure of the prior art, complex structure, firm poor performance, support strength is low.
Summary of the invention
The utility model mainly is to solve the deficiencies in the prior art, and a kind of wind-resistant column and basic bindiny mechanism are provided.
Above-mentioned technical problem of the present utility model is mainly solved by following technical proposals:
A kind of wind-resistant column and basic bindiny mechanism, comprise layer of concrete, described layer of concrete is provided with the pouring layer, the top of described pouring layer is provided with wind-resistant column, be provided with the shearing resistance groove to downward-extension in the described pouring layer, the bottom of described wind-resistant column is provided with shear key, and described shear key extends in the shearing resistance groove.
As preferably, described wind-resistant column fixes by stay bolt with the pouring layer, and described stay bolt extends in the layer of concrete.
Therefore, the utility model provides a kind of wind-resistant column and basic bindiny mechanism, and is simple in structure, and firm performance is high.
Description of drawings
Fig. 1 is structural representation 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: as shown in Figure 1, a kind of wind-resistant column and basic bindiny mechanism, comprise layer of concrete 1, described layer of concrete 1 is provided with pouring layer 2, the top of described pouring layer 2 is provided with wind-resistant column 3, be provided with the shearing resistance groove 4 to downward-extension in the described pouring layer 2, the bottom of described wind-resistant column 3 is provided with shear key 5, and described shear key 5 extends in the shearing resistance groove 4.Described wind-resistant column 3 and pouring layer 2 fix by stay bolt 6, and described stay bolt 6 extends in the layer of concrete 1.
Claims (2)
1. a wind-resistant column and basic bindiny mechanism, it is characterized in that: comprise layer of concrete (1), described layer of concrete (1) is provided with pouring layer (2), the top of described pouring layer (2) is provided with wind-resistant column (3), be provided with the shearing resistance groove (4) to downward-extension in the described pouring layer (2), the bottom of described wind-resistant column (3) is provided with shear key (5), and described shear key (5) extends in the shearing resistance groove (4).
2. a kind of wind-resistant column according to claim 1 and basic bindiny mechanism, it is characterized in that: described wind-resistant column (3) fixes by stay bolt (6) with pouring layer (2), and described stay bolt (6) extends in the layer of concrete (1).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220545066 CN202830963U (en) | 2012-10-14 | 2012-10-14 | Wind-resisting column and foundation connecting mechanism |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220545066 CN202830963U (en) | 2012-10-14 | 2012-10-14 | Wind-resisting column and foundation connecting mechanism |
Publications (1)
Publication Number | Publication Date |
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CN202830963U true CN202830963U (en) | 2013-03-27 |
Family
ID=47942709
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN 201220545066 Expired - Fee Related CN202830963U (en) | 2012-10-14 | 2012-10-14 | Wind-resisting column and foundation connecting mechanism |
Country Status (1)
Country | Link |
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CN (1) | CN202830963U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108331385A (en) * | 2018-04-24 | 2018-07-27 | 建华建材(中国)有限公司 | Prefabricated rod structure and its construction method are cheated in a kind of inspection |
-
2012
- 2012-10-14 CN CN 201220545066 patent/CN202830963U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108331385A (en) * | 2018-04-24 | 2018-07-27 | 建华建材(中国)有限公司 | Prefabricated rod structure and its construction method are cheated in a kind of inspection |
CN108331385B (en) * | 2018-04-24 | 2024-05-03 | 建华建材(中国)有限公司 | Inspection pit precast column structure and construction method thereof |
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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: 20130327 Termination date: 20131014 |