CN201268918Y - Concealed column vertical reinforced bar with frame structure - Google Patents

Concealed column vertical reinforced bar with frame structure Download PDF

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Publication number
CN201268918Y
CN201268918Y CNU2008200394554U CN200820039455U CN201268918Y CN 201268918 Y CN201268918 Y CN 201268918Y CN U2008200394554 U CNU2008200394554 U CN U2008200394554U CN 200820039455 U CN200820039455 U CN 200820039455U CN 201268918 Y CN201268918 Y CN 201268918Y
Authority
CN
China
Prior art keywords
joint
frame structure
utility
model
reinforcing 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
CNU2008200394554U
Other languages
Chinese (zh)
Inventor
褚浩存
陈建国
杨顺
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.)
Jiangsu Nantong No 2 Construction Group Co Ltd
Original Assignee
Jiangsu Nantong No 2 Construction Group 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 Jiangsu Nantong No 2 Construction Group Co Ltd filed Critical Jiangsu Nantong No 2 Construction Group Co Ltd
Priority to CNU2008200394554U priority Critical patent/CN201268918Y/en
Application granted granted Critical
Publication of CN201268918Y publication Critical patent/CN201268918Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a vertical reinforcing steel bar for reinforcing concealed columns in a frame structure. Sections of reinforcing steel bars are connected into a whole by joints, and each section of reinforcing steel bar has a length to meet the need that every two storeys have one joint. The utility model has reasonable structure, low construction cost and better work effect, uses less joints, improves the work efficiency, reduces the labor intensity, shortens the construction period, and better ensures the construction quality a.

Description

The sleeper vertical reinforcement of frame construction
Technical field:
The utility model relates to the reinforcing bar that a kind of fabric structure uses.
Background technology:
In frame construction, shear wall structure, run into the problem that a large amount of posts is connected with the sleeper reinforcing bar.Generally mostly be forms such as mechanical splice is set layer by layer, it is more concentrated that joint is provided with, and makes the construction trouble, the cost height.
Summary of the invention:
It is a kind of rational in infrastructure that the purpose of this utility model is to provide, the sleeper vertical reinforcement of the frame construction of good working effect.
Technical solution of the present utility model is:
A kind of sleeper vertical reinforcement of frame construction is characterized in that: connect into integral body by each lengths of rebar by joint, the length of each lengths of rebar satisfies in per 2 floors only a joint.
Described joint is a plumb joint.The length of each lengths of rebar is 5~8 meters.
The utility model is rational in infrastructure, and joint is few, and engineering cost is low, improves work efficiency, reduces labor intensity, and the reduction of erection time, quality has also obtained better assurance, good working effect.
Description of drawings:
The utility model is described in further detail below in conjunction with drawings and Examples.
Fig. 1 is the configuration diagram of an embodiment of the utility model.
The specific embodiment:
A kind of sleeper vertical reinforcement of frame construction connects into integral body by each lengths of rebar 1 by plumb joint 2, and the length of each lengths of rebar satisfies only a joint (generally the length of each lengths of rebar is 5~8 meters) in per 2 floors.

Claims (3)

1, a kind of sleeper vertical reinforcement of frame construction is characterized in that: connect into integral body by each lengths of rebar by joint, the length of each lengths of rebar satisfies in per 2 floors only a joint.
2, the sleeper vertical reinforcement of frame construction according to claim 1 is characterized in that: described joint is a plumb joint.
3, the sleeper vertical reinforcement of frame construction according to claim 1 is characterized in that: the length of each lengths of rebar is 5~8 meters.
CNU2008200394554U 2008-08-26 2008-08-26 Concealed column vertical reinforced bar with frame structure Expired - Fee Related CN201268918Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008200394554U CN201268918Y (en) 2008-08-26 2008-08-26 Concealed column vertical reinforced bar with frame structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008200394554U CN201268918Y (en) 2008-08-26 2008-08-26 Concealed column vertical reinforced bar with frame structure

Publications (1)

Publication Number Publication Date
CN201268918Y true CN201268918Y (en) 2009-07-08

Family

ID=40841515

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008200394554U Expired - Fee Related CN201268918Y (en) 2008-08-26 2008-08-26 Concealed column vertical reinforced bar with frame structure

Country Status (1)

Country Link
CN (1) CN201268918Y (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103510660A (en) * 2013-09-18 2014-01-15 天津银龙预应力材料股份有限公司 Fixed length steel wire
CN104131706A (en) * 2014-07-28 2014-11-05 中建一局集团建设发展有限公司 Vertical steel bar two-layer connecting structure of concrete framework structure and construction method of vertical steel bar two-layer connecting structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103510660A (en) * 2013-09-18 2014-01-15 天津银龙预应力材料股份有限公司 Fixed length steel wire
CN104131706A (en) * 2014-07-28 2014-11-05 中建一局集团建设发展有限公司 Vertical steel bar two-layer connecting structure of concrete framework structure and construction method of vertical steel bar two-layer connecting structure

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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: 20090708

Termination date: 20150826

EXPY Termination of patent right or utility model