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CN109306773A - A kind of wall tie bar inspection localization method - Google Patents

A kind of wall tie bar inspection localization method Download PDF

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Publication number
CN109306773A
CN109306773A CN201710629864.3A CN201710629864A CN109306773A CN 109306773 A CN109306773 A CN 109306773A CN 201710629864 A CN201710629864 A CN 201710629864A CN 109306773 A CN109306773 A CN 109306773A
Authority
CN
China
Prior art keywords
wall
tie bar
localization method
wall tie
tension rib
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.)
Pending
Application number
CN201710629864.3A
Other languages
Chinese (zh)
Inventor
张延彬
王红亮
滑杰
黄升
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 MCC20 Group Corp Ltd
Original Assignee
China MCC20 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 MCC20 Group Corp Ltd filed Critical China MCC20 Group Corp Ltd
Priority to CN201710629864.3A priority Critical patent/CN109306773A/en
Publication of CN109306773A publication Critical patent/CN109306773A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

The present invention relates to the constructions of wall construction more particularly to wall tie bar.A kind of wall tie bar inspection localization method, it includes, and a tied silk is bound at tension rib bending hoop, which exposes the prompt point that wall 5-10cm is positioned as tension rib.The configuration of the present invention is simple meets requirement check at any time, while enhancing rendering layer adhesion strength.

Description

A kind of wall tie bar inspection localization method
Technical field
The present invention relates to the constructions of wall construction more particularly to wall tie bar.
Background technique
Currently, in practice of construction, for the tension rib of masonry panel embedded set position, length inspection due to being hidden Work is covered, the inspection after building wall generally requires the qualified unit of third party and carries out by scanning instrument for steel bar device, but due to Tension rib burial place is deeper, and scanning instrument for steel bar is also not easy to detect sometimes.Field quality check personnel do not check well Method can only scan back and forth repeatedly, time-consuming and laborious.
Summary of the invention
The present invention is directed to overcome the deficiencies of existing technologies, a kind of wall tie bar inspection localization method is provided.Knot of the present invention Structure is simple, meets requirement check at any time, while enhancing rendering layer adhesion strength.
In order to solve the above-mentioned technical problem, the present invention is implemented as follows: a kind of wall tie bar checks localization method, it Including binding a tied silk at tension rib bending hoop, which exposes wall 5-10cm and mention as what tension rib positioned Show a little.
A kind of wall tie bar checks localization method, and tied silk bending before painting is embedded in wall plaster layer In.
The present invention can prompt testing staff by exposing the tied silk of wall, be accurately positioned, and realize quickly detection, detected Finish, the tied silk lifted one's head bending can be painted, reinforce rendering layer adhesion strength, have no to waste.
Specific embodiment
A kind of wall tie bar of the present invention checks localization method, including 22# tied silk one end binding at tension rib end At portion's bending hoop;
The other end of the 22# tied silk is stretched out outside wall, general length is 5 ~ 10 centimeters, as inspection object;
After the position and the length that check out tension rib, it is embedded in wall plaster layer using tied silk as drawknot object.
The tied silk that the present invention is seen everywhere with a scene can complete goal task;
The purpose of the position of the tension rib of masonry panel embedded set check at any time, length is realized at one stroke;
It is high-efficient, it is easy to operate, it is not limited by operating condition;
After the position and the length that check out tension rib, it can also be embedded in wall plaster layer using tied silk as drawknot object, one Aspect plays the adhesion strength of enhancing rendering layer, on the other hand also accomplishes not wasting a line.

Claims (2)

1. a kind of wall tie bar checks localization method, which is characterized in that it includes binding a bundle at tension rib bending hoop Silk, the tied silk other end expose the prompt point that wall 5-10cm is positioned as tension rib.
2. a kind of wall tie bar according to claim 1 checks localization method, which is characterized in that the tied silk is being painted Preceding bending is embedded in wall plaster layer.
CN201710629864.3A 2017-07-28 2017-07-28 A kind of wall tie bar inspection localization method Pending CN109306773A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710629864.3A CN109306773A (en) 2017-07-28 2017-07-28 A kind of wall tie bar inspection localization method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710629864.3A CN109306773A (en) 2017-07-28 2017-07-28 A kind of wall tie bar inspection localization method

Publications (1)

Publication Number Publication Date
CN109306773A true CN109306773A (en) 2019-02-05

Family

ID=65204916

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710629864.3A Pending CN109306773A (en) 2017-07-28 2017-07-28 A kind of wall tie bar inspection localization method

Country Status (1)

Country Link
CN (1) CN109306773A (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4073112A (en) * 1974-08-20 1978-02-14 Leiblich Gordon Francis Structural panel
CN2734899Y (en) * 2004-06-23 2005-10-19 常云彪 Building template board with built-in reinforced steel bar
CN106545168A (en) * 2015-09-17 2017-03-29 中国二十冶集团有限公司 Infilled wall tie bar connection construction method
CN206256626U (en) * 2016-08-31 2017-06-16 中国十七冶集团有限公司 A kind of wall tie bar service sleeve

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4073112A (en) * 1974-08-20 1978-02-14 Leiblich Gordon Francis Structural panel
CN2734899Y (en) * 2004-06-23 2005-10-19 常云彪 Building template board with built-in reinforced steel bar
CN106545168A (en) * 2015-09-17 2017-03-29 中国二十冶集团有限公司 Infilled wall tie bar connection construction method
CN206256626U (en) * 2016-08-31 2017-06-16 中国十七冶集团有限公司 A kind of wall tie bar service sleeve

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
刘桂萍: "构造柱拉结筋的安装与检查", 《建筑工人》 *

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PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20190205

RJ01 Rejection of invention patent application after publication