CN202830963U - Wind-resisting column and foundation connecting mechanism - Google Patents

Wind-resisting column and foundation connecting mechanism Download PDF

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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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CN
China
Prior art keywords
wind
layer
resisting
connecting mechanism
resistant column
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
Application number
CN 201220545066
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Chinese (zh)
Inventor
陆春燕
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Individual
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Individual
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Publication date
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Priority to CN 201220545066 priority Critical patent/CN202830963U/en
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Publication of CN202830963U publication Critical patent/CN202830963U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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

A kind of wind-resistant column and basic bindiny mechanism
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).
CN 201220545066 2012-10-14 2012-10-14 Wind-resisting column and foundation connecting mechanism Expired - Fee Related CN202830963U (en)

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
CN202830963U true CN202830963U (en) 2013-03-27

Family

ID=47942709

Family Applications (1)

Application Number Title Priority Date Filing Date
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
CN (1) CN202830963U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
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

Cited By (2)

* Cited by examiner, † Cited by third party
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