CN202672706U - Buckle and tenon combined support structure - Google Patents

Buckle and tenon combined support structure Download PDF

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Publication number
CN202672706U
CN202672706U CN 201220338492 CN201220338492U CN202672706U CN 202672706 U CN202672706 U CN 202672706U CN 201220338492 CN201220338492 CN 201220338492 CN 201220338492 U CN201220338492 U CN 201220338492U CN 202672706 U CN202672706 U CN 202672706U
Authority
CN
China
Prior art keywords
vertical rod
rod connector
coak
combined type
braced structures
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 201220338492
Other languages
Chinese (zh)
Inventor
顾李平
苏克忠
麻臻
夏伟国
曹国军
罗坚
丁钧
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
XINJIANG SUZHONG CONSTRUCTION ENGINEERING Co Ltd
Original Assignee
XINJIANG SUZHONG CONSTRUCTION ENGINEERING Co Ltd
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 XINJIANG SUZHONG CONSTRUCTION ENGINEERING Co Ltd filed Critical XINJIANG SUZHONG CONSTRUCTION ENGINEERING Co Ltd
Priority to CN 201220338492 priority Critical patent/CN202672706U/en
Application granted granted Critical
Publication of CN202672706U publication Critical patent/CN202672706U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a buckle and tenon combined support structure. The structure comprises vertical rods and vertical rod connecting pieces, wherein upper and lower platy vertical rod connecting pieces are arranged on each vertical rod at intervals; four connecting holes are uniformly formed in each vertical rod connecting piece at intervals in a centrosymmetric mode; every two adjacent vertical rod connecting pieces are connected through a horizontal rod; and inserting tenons are formed below the bottom surfaces of the two ends of each horizontal rod and inserted into the connecting holes. The structure is simple and is convenient to assemble and disassemble, and working efficiency is improved.

Description

Coak combined type braced structures
Technical field
The utility model relates to the formwork support structure that uses in a kind of building operations, particularly coak combined type braced structures.
Background technology
In building construction process, existing formwork support structure mostly is scaffold, and the scaffold building dismounting is all very complicated, has greatly increased the enterprise construction cost, has increased workman's labour intensity, has reduced the effective time.
Summary of the invention
The purpose of this utility model is to provide a kind of coak combined type braced structures, and it is simple in structure, and easy accessibility helps to increase work efficiency.
The purpose of this utility model is to realize like this, a kind of coak combined type braced structures, comprise vertical rod and vertical rod connector, the vertical rod connector is tabular, the interval was arranged and is installed in the vertical rod about the vertical rod connector was, and the uniform interval that is centrosymmetric on the vertical rod connector is arranging four connecting holes, linked to each other by horizon bar between the adjacent vertical rod connector, one grafting tenon is being set respectively under the bottom surface, two ends of horizon bar, and the grafting tenon is plugged on respectively in the described connecting hole.
When the utility model uses, only need to connect respectively each vertical rod by horizon bar and get final product.It is simple in structure, and easy accessibility need not a large amount of screw connectors, has reduced to become to produce cost, and the workman can carry out construction operation time of concentration like this, has increased the effective time, helps to increase work efficiency.
Description of drawings
Below in conjunction with accompanying drawing the utility model is described in further detail.
Fig. 1 is main TV structure schematic diagram of the present utility model.
The specific embodiment
A kind of coak combined type braced structures as shown in Figure 1, comprises vertical rod 4 and vertical rod connector 2, and vertical rod connector 2 sides of being are tabular or discoideus, and the interval was arranged and is installed in the vertical rod 4 about vertical rod connector 2 was.The uniform interval that is centrosymmetric on the vertical rod connector 2 is arranging four connecting holes 3, link to each other by horizon bar 5 between the adjacent vertical rod connector, one grafting tenon is being set respectively under the bottom surface, two ends of horizon bar 5, the grafting tenon is plugged on respectively in the described connecting hole 3, can realize the connection between the adjacent vertical rod 4.
The utility model is simple in structure, and easy accessibility helps to increase work efficiency.
Said vertical rod connector 2 side's of being plates are on the diagonal of four connecting hole 3 side's of laying respectively at plates.
The top of vertical rod 4 is threaded connection respectively adjusting rod 1 is installed, and can regulate easily the working depth of vertical rod 4 by rotary regulating lever 1.

Claims (3)

1. coak combined type braced structures, comprise vertical rod and vertical rod connector, it is characterized in that: the vertical rod connector is tabular, the vertical rod connector is up and down, and the interval layout is installed in the vertical rod, the uniform interval that is centrosymmetric on the vertical rod connector is arranging four connecting holes, link to each other by horizon bar between the adjacent vertical rod connector, a grafting tenon is being set respectively under the bottom surface, two ends of horizon bar, the grafting tenon is plugged on respectively in the described connecting hole.
2. coak combined type braced structures according to claim 1 is characterized in that: the said vertical rod connector side of being plate, and on the diagonal of four the connecting hole side of laying respectively at plates.
3. coak combined type braced structures according to claim 1, it is characterized in that: the top of vertical rod is threaded connection respectively adjusting rod is installed.
CN 201220338492 2012-07-13 2012-07-13 Buckle and tenon combined support structure Expired - Fee Related CN202672706U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220338492 CN202672706U (en) 2012-07-13 2012-07-13 Buckle and tenon combined support structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220338492 CN202672706U (en) 2012-07-13 2012-07-13 Buckle and tenon combined support structure

Publications (1)

Publication Number Publication Date
CN202672706U true CN202672706U (en) 2013-01-16

Family

ID=47493616

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220338492 Expired - Fee Related CN202672706U (en) 2012-07-13 2012-07-13 Buckle and tenon combined support structure

Country Status (1)

Country Link
CN (1) CN202672706U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111472504A (en) * 2020-04-21 2020-07-31 新疆苏中建设工程有限公司 Turnover type stair protection railing

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111472504A (en) * 2020-04-21 2020-07-31 新疆苏中建设工程有限公司 Turnover type stair protection railing

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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: 20130116

Termination date: 20130713