CN201635190U - Isodiametric column joint for steel structure - Google Patents

Isodiametric column joint for steel structure Download PDF

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Publication number
CN201635190U
CN201635190U CN2010201738960U CN201020173896U CN201635190U CN 201635190 U CN201635190 U CN 201635190U CN 2010201738960 U CN2010201738960 U CN 2010201738960U CN 201020173896 U CN201020173896 U CN 201020173896U CN 201635190 U CN201635190 U CN 201635190U
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CN
China
Prior art keywords
isometrical
inner sleeve
post
isodiametric
power transmission
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
CN2010201738960U
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Chinese (zh)
Inventor
单云霞
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Individual
Original Assignee
Individual
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Publication date
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Priority to CN2010201738960U priority Critical patent/CN201635190U/en
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Publication of CN201635190U publication Critical patent/CN201635190U/en
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Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses an isodiametric column joint and particularly relates to an isodiametric column joint for a steel structure. The isodiametric column joint comprises an isodiametric column. An internal sleeve is sleeved in the isodiametric column. The position at which the internal sleeve and the isodiametric column are laminated is provided with continuous hole assemblies which are uniformly distributed. The inner wall of the internal sleeve is provided with a force transmission fixed joint. The isodiametric column joint has simple structure and strong flexibility and improves safety.

Description

The isometrical column joint that is used for steel work
Technical field
The utility model is a kind of isometrical column joint, particularly a kind of isometrical column joint of steel work.
Background technology
In the steel work of the prior art, often support force is not enough to wait cylinder, can't have strong support, makes it can not bear too big holding capacity, and safety simultaneously is not high yet, and flexibility is not high.
Summary of the invention
The utility model mainly is to solve the deficiencies in the prior art, and a kind of isometrical column joint that is used for steel work is provided.
Above-mentioned technical problem of the present utility model is mainly solved by following technical proposals:
A kind of isometrical column joint that is used for steel work comprises isometrical post, is with inner sleeve in the described isometrical post, and described inner sleeve and the isometrical post place of fitting are provided with the equally distributed hole group that connects, and the inwall of described inner sleeve is provided with the power transmission anchor tip.In isometrical post, be with inner sleeve, its intensity is increased, can on isometrical post, carry out more steel work in addition exactly and connect, strengthen the concatenation ability of isometrical post inside simultaneously, the safety of whole steel work is significantly promoted.
As preferably, described inner sleeve and the isometrical post place of fitting are provided with two groups of company's hole groups that distribute up and down, and the described hole group that connects is provided with 8 connecting holes altogether, and described connecting hole evenly distributes around inner sleeve and isometrical post; Described power transmission anchor tip comprises force transmitting board and power transmission support, and described power transmission is supported and is provided with force transmitting board, is uniformly distributed with 8 power transmission anchor tips on the inwall of described inner sleeve.
As preferably, described inner sleeve and the clamping mutually of isometrical post.
Therefore, the utility model is provided for the isometrical column joint of steel work, and simple in structure, flexibility is strong, improves safety.
Description of drawings
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is a sectional structure schematic diagram of the present utility model.
The specific embodiment
Below by embodiment, and in conjunction with the accompanying drawings, the technical solution of the utility model is described in further detail.
Embodiment: as depicted in figs. 1 and 2, a kind of isometrical column joint that is used for steel work, comprise isometrical post 1, be with inner sleeve 2 in the described isometrical post 1, described inner sleeve 2 and isometrical post 1 place of fitting are provided with the equally distributed hole group 3 that connects, the inwall of described inner sleeve 2 is provided with power transmission anchor tip 4, described inner sleeve 2 and isometrical post 1 place of fitting are provided with two groups of company's hole groups 3 that distribute up and down, the described hole group 3 that connects is provided with 8 connecting holes 5 altogether, and described connecting hole 5 evenly distributes around inner sleeve 2 and isometrical post 1; Described power transmission anchor tip 4 comprises force transmitting board 6 and power transmission support 7, and described power transmission is supported 7 and is provided with force transmitting board 6, is uniformly distributed with 8 power transmission anchor tips 4 on the inwall of described inner sleeve 2, described inner sleeve 2 and the clamping mutually of isometrical post 1.

Claims (3)

1. isometrical column joint that is used for steel work, it is characterized in that: comprise isometrical post (1), be with inner sleeve (2) in the described isometrical post (1), described inner sleeve (2) and isometrical post (1) place of fitting are provided with the equally distributed hole group (3) that connects, and the inwall of described inner sleeve (2) is provided with power transmission anchor tip (4).
2. the isometrical column joint that is used for steel work according to claim 1, it is characterized in that: described inner sleeve (2) and isometrical post (1) place of fitting are provided with two groups of company's hole groups (3) that distribute up and down, the described hole group (3) that connects is provided with 8 connecting holes (5) altogether, and described connecting hole (5) evenly distributes around inner sleeve (2) and isometrical post (1); Described power transmission anchor tip (4) comprises force transmitting board (6) and power transmission support (7), and described power transmission is supported (7) and is provided with force transmitting board (6), is uniformly distributed with 8 power transmission anchor tips (4) on the inwall of described inner sleeve (2).
3. the isometrical column joint that is used for steel work according to claim 1 is characterized in that: described inner sleeve (2) and isometrical post (1) clamping mutually.
CN2010201738960U 2010-04-25 2010-04-25 Isodiametric column joint for steel structure Expired - Fee Related CN201635190U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010201738960U CN201635190U (en) 2010-04-25 2010-04-25 Isodiametric column joint for steel structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010201738960U CN201635190U (en) 2010-04-25 2010-04-25 Isodiametric column joint for steel structure

Publications (1)

Publication Number Publication Date
CN201635190U true CN201635190U (en) 2010-11-17

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ID=43079676

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010201738960U Expired - Fee Related CN201635190U (en) 2010-04-25 2010-04-25 Isodiametric column joint for steel structure

Country Status (1)

Country Link
CN (1) CN201635190U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102051918A (en) * 2011-01-17 2011-05-11 甘秀明 Construction steel vertical post node structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102051918A (en) * 2011-01-17 2011-05-11 甘秀明 Construction steel vertical post node structure
CN102051918B (en) * 2011-01-17 2012-10-17 甘秀明 Construction steel vertical post node structure

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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: 20101117

Termination date: 20110425