CN202787515U - Connection joint of sway braces and braced parts - Google Patents

Connection joint of sway braces and braced parts Download PDF

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Publication number
CN202787515U
CN202787515U CN 201220367332 CN201220367332U CN202787515U CN 202787515 U CN202787515 U CN 202787515U CN 201220367332 CN201220367332 CN 201220367332 CN 201220367332 U CN201220367332 U CN 201220367332U CN 202787515 U CN202787515 U CN 202787515U
Authority
CN
China
Prior art keywords
supported
bearing diagonal
harness cord
screw rod
cord screw
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 201220367332
Other languages
Chinese (zh)
Inventor
李泽亮
王俊杰
田广平
周立新
徐巍
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.)
China Construction First Group Corp Ltd
Original Assignee
China Construction First Group Corp 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 China Construction First Group Corp Ltd filed Critical China Construction First Group Corp Ltd
Priority to CN 201220367332 priority Critical patent/CN202787515U/en
Application granted granted Critical
Publication of CN202787515U publication Critical patent/CN202787515U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

Disclosed is a connection joint of sway braces and braced parts. The sway braces are arranged between the two braced parts which are in intersectant arrangement, two double-threaded screws are embedded at the position of each connection point in each braced part and exposed out of the outer surface of each braced part, and end connecting plates of each sway brace are sleeved on the corresponding double-threaded screws and connected with the braced parts through nuts. The connection joint achieves reliable lossless connection among the sway braces and the braced parts and can be widely applied to connection of the sway braces and concrete members.

Description

Bearing diagonal and supported 's connected node
Technical field
The utility model relates to a kind of connected node in a kind of building operations, the particularly connected node of a kind of bearing diagonal and concrete component.
Background technology
Bearing diagonal generally be used for to improve the stability of structure and temporary fixed, bearing diagonal with supported between reliable be connected for the effect of bringing into play bearing diagonal most important.When bearing diagonal is connected with concrete component usually, after determining, adopt the bearing diagonal fixed point electric drill to the concrete component perforating, adopt afterwards fixedly bearing diagonal of expansion bolt, this connected node construction trouble, for causing wound, misoperation may form the damage that can't repair to concrete component to the concrete component people that is connected in the perforating meeting, and have dust from flying in the operating process, cause environment pollution.Seeking a kind of reliable connection that can realize between bearing diagonal and supported, avoid again the damage to being connected as far as possible, is bearing diagonal and the problem that needs during concrete component is connected to solve.
The utility model content
The purpose of this utility model provides a kind of bearing diagonal and supported 's connected node, solve between bearing diagonal and the connected piece the reliably technical problem of Lossless join.
For achieving the above object, the utility model adopts following technical scheme:
A kind of bearing diagonal and supported 's connected node, described bearing diagonal is arranged on and intersects between two supported that places, the pre-buried two harness cord screw rods in each tie point position in supported, described harness cord screw rod exposes supported external surface, the end junction plate of described bearing diagonal is enclosed within on the harness cord screw rod, and is connected with supported by the silk cap.
The length of described harness cord screw rod is 150~220mm.
The diameter of described harness cord screw rod is not less than 14mm.
The height that described harness cord screw rod exposes supported external surface is not less than 70mm. 
Compared with prior art the utlity model has following characteristics and beneficial effect:
At first, by before concrete component construction, with the harness cord screw pre-buried with the bearing diagonal link position, and make the harness cord screw rod expose the concrete component external surface, avoided traditional connection to the concrete component perforate, caused the damage to primary structure member, the hidden danger that structural safety is caused.
Moreover, harness cord screw rod and concrete component are cast as one, and restriction harness cord screw rod Transducers Embedded in Concrete member and expose the size of concrete component, can make the good bond stress of formation between harness cord screw rod and the concrete component, avoid because the Joint failure between harness cord screw rod and the concrete, the harness cord screw rod is transferred to, thereby causes bearing diagonal to lose efficacy.
In addition, by pre-buried harness cord screw rod, realize forming between concrete component and the bearing diagonal bolt and connect, be convenient to install and remove.
The utility model can be widely used in bearing diagonal and be connected connection with concrete component.
Description of drawings
The utility model is described in more detail below in conjunction with accompanying drawing.
Fig. 1 is the utility model structural representation.
Fig. 2 is the A place enlarged drawing among Fig. 1.
Reference numeral: 1-floor, 2-body of wall, 3-bearing diagonal, 4-harness cord screw rod, 5-end junction plate, 6-silk cap.
The specific embodiment
Embodiment is referring to illustrated in figures 1 and 2, a kind of bearing diagonal and supported 's connected node, described bearing diagonal 3 is arranged on and intersects between two supported that places, described supported is floor 1 and body of wall 2, the pre-buried two harness cord screw rods 4 in each tie point position in supported, described harness cord screw rod 4 exposes supported external surface, and the end junction plate 5 of described bearing diagonal 3 is enclosed within on the harness cord screw rod 4, and is connected with supported by silk cap 6.
The length of described harness cord screw rod 4 is 150~220mm.Generally get 220mm in the length of B1, get 150mm at typical floor.The diameter of described harness cord screw rod 4 is not less than 14mm.The height that described harness cord screw rod 4 exposes supported external surface is not less than 70mm. 
Be welded to connect between pre-buried harness cord screw rod and the main muscle of concrete component, pre-buried harness cord screw rod port need to be protected.

Claims (4)

1. a bearing diagonal and supported 's connected node, described bearing diagonal (3) is arranged on and intersects between two supported that places, it is characterized in that: the pre-buried two harness cord screw rods in each tie point position (4) in supported, described harness cord screw rod (4) exposes supported external surface, the end junction plate (5) of described bearing diagonal (3) is enclosed within on the harness cord screw rod (4), and is connected with supported by silk cap (6).
2. bearing diagonal according to claim 1 and supported 's connected node, it is characterized in that: the length of described harness cord screw rod (4) is 150~220mm.
3. bearing diagonal according to claim 1 and 2 and supported 's connected node, it is characterized in that: the diameter of described harness cord screw rod (4) is not less than 14mm.
4. bearing diagonal according to claim 3 and supported 's connected node, it is characterized in that: the height that described harness cord screw rod (4) exposes supported external surface is not less than 70mm.
CN 201220367332 2012-07-27 2012-07-27 Connection joint of sway braces and braced parts Expired - Fee Related CN202787515U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220367332 CN202787515U (en) 2012-07-27 2012-07-27 Connection joint of sway braces and braced parts

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220367332 CN202787515U (en) 2012-07-27 2012-07-27 Connection joint of sway braces and braced parts

Publications (1)

Publication Number Publication Date
CN202787515U true CN202787515U (en) 2013-03-13

Family

ID=47814795

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220367332 Expired - Fee Related CN202787515U (en) 2012-07-27 2012-07-27 Connection joint of sway braces and braced parts

Country Status (1)

Country Link
CN (1) CN202787515U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105569228A (en) * 2015-12-31 2016-05-11 中国十七冶集团有限公司 Mounting and fixing device for pre-cast shear wall and use method of mounting and fixing device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105569228A (en) * 2015-12-31 2016-05-11 中国十七冶集团有限公司 Mounting and fixing device for pre-cast shear wall and use method of mounting and fixing device

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130313

Termination date: 20150727

EXPY Termination of patent right or utility model