JPS6436844A - Connection of precast concrete member - Google Patents

Connection of precast concrete member

Info

Publication number
JPS6436844A
JPS6436844A JP19035087A JP19035087A JPS6436844A JP S6436844 A JPS6436844 A JP S6436844A JP 19035087 A JP19035087 A JP 19035087A JP 19035087 A JP19035087 A JP 19035087A JP S6436844 A JPS6436844 A JP S6436844A
Authority
JP
Japan
Prior art keywords
members
joining
main
main reinforcement
mortar
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
JP19035087A
Other languages
Japanese (ja)
Inventor
Yasuo Kobori
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.)
JFE Engineering Corp
Original Assignee
NKK Corp
Nippon Kokan 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 NKK Corp, Nippon Kokan Ltd filed Critical NKK Corp
Priority to JP19035087A priority Critical patent/JPS6436844A/en
Publication of JPS6436844A publication Critical patent/JPS6436844A/en
Pending legal-status Critical Current

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

PURPOSE: To enable inexpensive joining costs and efficient joining by joining main reinforcements of PC members to each other and joining the PC members by the consolidation of mortar. CONSTITUTION: A main reinforcement 12 is protruded from the end part of one PC member 10 to be joined, and a reinforcing bar joint 14 with a protrusion is provided in parallel with the protruded main reinforcement 12. The other PC member 11 to be joined is so provided as to protrude a main reinforcement 16 from the end part of the PC member 11. Then, the main reinforcement 12 of the one formed PC member 10 having the reinforcing bar joint 14 with a protrusion and the main reinforcement 16 of the other formed PC member 11 are butted against each other at an interval. Next, the main reinforcements 12 and 16 and the reinforcing bar joint 14 with a protrusion located between the end parts of both PC members 10 and 11 are surrounded with a mold, mortar is poured into the mold, and the main reinforcements 12 and 16 of the PC members 10 and 11 are jointed together by the solidification of the mortar.
JP19035087A 1987-07-31 1987-07-31 Connection of precast concrete member Pending JPS6436844A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19035087A JPS6436844A (en) 1987-07-31 1987-07-31 Connection of precast concrete member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19035087A JPS6436844A (en) 1987-07-31 1987-07-31 Connection of precast concrete member

Publications (1)

Publication Number Publication Date
JPS6436844A true JPS6436844A (en) 1989-02-07

Family

ID=16256733

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19035087A Pending JPS6436844A (en) 1987-07-31 1987-07-31 Connection of precast concrete member

Country Status (1)

Country Link
JP (1) JPS6436844A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0466224U (en) * 1990-10-22 1992-06-10

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0466224U (en) * 1990-10-22 1992-06-10

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