CN202530759U - Column template - Google Patents

Column template Download PDF

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Publication number
CN202530759U
CN202530759U CN2012201415501U CN201220141550U CN202530759U CN 202530759 U CN202530759 U CN 202530759U CN 2012201415501 U CN2012201415501 U CN 2012201415501U CN 201220141550 U CN201220141550 U CN 201220141550U CN 202530759 U CN202530759 U CN 202530759U
Authority
CN
China
Prior art keywords
flitch
column template
bolts
channel
section steel
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
CN2012201415501U
Other languages
Chinese (zh)
Inventor
虞建放
Original Assignee
虞建放
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 虞建放 filed Critical 虞建放
Priority to CN2012201415501U priority Critical patent/CN202530759U/en
Application granted granted Critical
Publication of CN202530759U publication Critical patent/CN202530759U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a column template, which is characterized by comprising a bamboo plywood, a batten, channel steel and bolts, wherein the thickness of the bamboo plywood is 15 to 20mm; the batten is arranged outside the bamboo plywood and has the height of 50mm and the width of 100mm; the channel steel is arranged outside the batten; opposite channel steel is fastened by the bolts; and the distance between the bolts is 400 to 500mm, and the diameter of the bolts is 16 to 22mm. The column template is simple and practical.

Description

A kind of column template structure
Technical field
The utility model relates to a kind of column template structure, is applicable to construction field.
Background technology
Cast-in-situ reinforced concrete column is one of supporting member important in the structure; The common defective of steel concrete column template has: the folder hoop spacing that column template is provided with is excessive or fixing not firm; Perhaps the nail of wooden form is extracted by concrete lateral pressure, thereby quick-fried mould phenomenon or shaft deflection occur.When column template installed and fixed, the fixing tightness of two side templates was different, perhaps when carrying out the structure of transvers plate design, and the folder hoop of coupled columns and wear bolt design and think little of.
The utility model content
The technical problem that the utility model solves provides a kind of column template structure, solves the unsteady problem of conventional post formwork erection.
The utility model comprises bamboo offset plate, flitch, channel-section steel, bolt.Bamboo offset plate thickness is 15~20mm, and bamboo offset plate outside is provided with flitch, and the flitch height is 50mm, and width is 100mm, and the flitch outside is provided with channel-section steel, and the opposite channel-section steel is used bolton, and pitch of bolts is 400~500mm, and the diameter of bolt is 16~22mm.
The utility model is simple and practical.
Description of drawings
Fig. 1 column template organigram.
Reference numeral: 1, bamboo offset plate, 2, flitch, 3, channel-section steel, 4, bolt.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in detail.
Fig. 1 is the column template organigram.The utility model comprises bamboo offset plate 1, flitch 2, channel-section steel 3, bolt 4.Bamboo offset plate 1 thickness is 15mm, and bamboo offset plate 1 outside is provided with flitch 2, and flitch 2 highly is 50mm, and width is 100mm, and flitch 2 outsides are provided with channel-section steel, and channel-section steel 3 usefulness bolts 4 in opposite are fastening, and bolt 4 spacings are 450mm, and the diameter of bolt is 20mm.

Claims (1)

1. a column template structure is characterized in that comprising bamboo offset plate, flitch, channel-section steel, bolt.Bamboo offset plate thickness is 15~20mm, and bamboo offset plate outside is provided with flitch, and the flitch height is 50mm, and width is 100mm, and the flitch outside is provided with channel-section steel, and the opposite channel-section steel is used bolton, and pitch of bolts is 400~500mm, and the diameter of bolt is 16~22mm.
CN2012201415501U 2012-03-27 2012-03-27 Column template Expired - Fee Related CN202530759U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012201415501U CN202530759U (en) 2012-03-27 2012-03-27 Column template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2012201415501U CN202530759U (en) 2012-03-27 2012-03-27 Column template

Publications (1)

Publication Number Publication Date
CN202530759U true CN202530759U (en) 2012-11-14

Family

ID=47131953

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2012201415501U Expired - Fee Related CN202530759U (en) 2012-03-27 2012-03-27 Column template

Country Status (1)

Country Link
CN (1) CN202530759U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107905529A (en) * 2017-11-17 2018-04-13 成都市第四建筑工程公司 The support system and construction method of a kind of Special-Shaped Column

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107905529A (en) * 2017-11-17 2018-04-13 成都市第四建筑工程公司 The support system and construction method of a kind of Special-Shaped Column

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee
CP02 Change in the address of a patent holder

Address after: 325000 Zhejiang Province, Wenzhou city streets Chengxiang road Wutian Ouhai District No. 56

Patentee after: Yu Jianfang

Address before: 325604 Zhejiang city of Wenzhou province Yueqing city town village Zhang Yan Dang

Patentee before: Yu Jianfang

C56 Change in the name or address of the patentee
CP02 Change in the address of a patent holder

Address after: 325600 No. 272 Yang Ming Road, Lok Cheng street, Zhejiang, Yueqing

Patentee after: Yu Jianfang

Address before: 325000 Zhejiang Province, Wenzhou city streets Chengxiang road Wutian Ouhai District No. 56

Patentee before: Yu Jianfang

C56 Change in the name or address of the patentee
CP02 Change in the address of a patent holder

Address after: 325600, B, building 5, building B, Century Towers, Lok Cheng street, Zhejiang, Yueqing

Patentee after: Yu Jianfang

Address before: 325600 No. 272 Yang Ming Road, Lok Cheng street, Zhejiang, Yueqing

Patentee before: Yu Jianfang

C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20121114

Termination date: 20140327