JPS6410835A - Wire arranging method of reinforced concrete pillar - Google Patents

Wire arranging method of reinforced concrete pillar

Info

Publication number
JPS6410835A
JPS6410835A JP16506387A JP16506387A JPS6410835A JP S6410835 A JPS6410835 A JP S6410835A JP 16506387 A JP16506387 A JP 16506387A JP 16506387 A JP16506387 A JP 16506387A JP S6410835 A JPS6410835 A JP S6410835A
Authority
JP
Japan
Prior art keywords
main reinforcements
corners
reinforcements
reinforced concrete
pole
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
JP16506387A
Other languages
Japanese (ja)
Other versions
JPH0541776B2 (en
Inventor
Koichi Minami
Masao Izaki
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.)
Sato Kogyo Co Ltd
Original Assignee
Sato Kogyo 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 Sato Kogyo Co Ltd filed Critical Sato Kogyo Co Ltd
Priority to JP16506387A priority Critical patent/JPS6410835A/en
Publication of JPS6410835A publication Critical patent/JPS6410835A/en
Publication of JPH0541776B2 publication Critical patent/JPH0541776B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)

Abstract

PURPOSE: To increase shearing resistance while improving workability by disposing the whole or a part of main reinforcements existing on the four circumferences of a pole excepting main reinforcements at four corners obliquely or crosswise among the main reinforcements at adjacent four corners in a side view. CONSTITUTION: Main reinforcements 3A, 3B at the four corners of a rectangular sectional pole 1 are disposed vertically. The whole or a part of other main reinforcements 4A, 4B are arranged obliquely or crosswise among the main reinforcements 4A, 4B at adjacent four corners in a side view. Accordingly, the arranging method of the main reinforcements of the reinforced concrete pole can resist seismic horizontal force from all directions while the disturbance of construction works such as the arrangement of core reinforcements, concrete placing or the like can be prevented.
JP16506387A 1987-06-30 1987-06-30 Wire arranging method of reinforced concrete pillar Granted JPS6410835A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16506387A JPS6410835A (en) 1987-06-30 1987-06-30 Wire arranging method of reinforced concrete pillar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16506387A JPS6410835A (en) 1987-06-30 1987-06-30 Wire arranging method of reinforced concrete pillar

Publications (2)

Publication Number Publication Date
JPS6410835A true JPS6410835A (en) 1989-01-13
JPH0541776B2 JPH0541776B2 (en) 1993-06-24

Family

ID=15805152

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16506387A Granted JPS6410835A (en) 1987-06-30 1987-06-30 Wire arranging method of reinforced concrete pillar

Country Status (1)

Country Link
JP (1) JPS6410835A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS602463A (en) * 1983-06-02 1985-01-08 岸本産業株式会社 Multipack vessel and method of packing said vessel

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS602463A (en) * 1983-06-02 1985-01-08 岸本産業株式会社 Multipack vessel and method of packing said vessel

Also Published As

Publication number Publication date
JPH0541776B2 (en) 1993-06-24

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