JPS6424942A - Slab bar arrangement method - Google Patents

Slab bar arrangement method

Info

Publication number
JPS6424942A
JPS6424942A JP18142387A JP18142387A JPS6424942A JP S6424942 A JPS6424942 A JP S6424942A JP 18142387 A JP18142387 A JP 18142387A JP 18142387 A JP18142387 A JP 18142387A JP S6424942 A JPS6424942 A JP S6424942A
Authority
JP
Japan
Prior art keywords
reinforcement
size
bar arrangement
transported
site
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.)
Granted
Application number
JP18142387A
Other languages
Japanese (ja)
Other versions
JPH07922B2 (en
Inventor
Ken Yamanouchi
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu Corp
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 Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP18142387A priority Critical patent/JPH07922B2/en
Publication of JPS6424942A publication Critical patent/JPS6424942A/en
Publication of JPH07922B2 publication Critical patent/JPH07922B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Abstract

PURPOSE: To provide a slab bar arrangement method by which the working efficiency can be improved and the quantity of reinforcement can be saved by putting meshed reinforcement formed at a location other than the construction site and transported to the site in position and arranging standard-size reinforcing bars in the insufficient part of the meshed reinforcement. CONSTITUTION: Meshed reinforcement 1 formed in such a size that the reinforcement 1 can be transported by means of a transporting means, such as the vehicle, etc., is formed at a location other than the construction site, transported to the site, and put in position. The insufficient part of the reinforcement 1 is supplemented with standard-size bars 2 at the construction side. Therefore, the working efficiency of slab bar arrangement is improved and the execution period of the arrangement is shortened, because the field work is reduced by the used amount of the reinforcement 1, and reinforcing bars can be utilized effectively, because the standard-size reinforcing bars can be used as they are without cutting.
JP18142387A 1987-07-21 1987-07-21 Slab reinforcement method Expired - Lifetime JPH07922B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18142387A JPH07922B2 (en) 1987-07-21 1987-07-21 Slab reinforcement method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18142387A JPH07922B2 (en) 1987-07-21 1987-07-21 Slab reinforcement method

Publications (2)

Publication Number Publication Date
JPS6424942A true JPS6424942A (en) 1989-01-26
JPH07922B2 JPH07922B2 (en) 1995-01-11

Family

ID=16100514

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18142387A Expired - Lifetime JPH07922B2 (en) 1987-07-21 1987-07-21 Slab reinforcement method

Country Status (1)

Country Link
JP (1) JPH07922B2 (en)

Also Published As

Publication number Publication date
JPH07922B2 (en) 1995-01-11

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