JPS641836A - Erection of prestressed steel frame reinforced concrete beam - Google Patents

Erection of prestressed steel frame reinforced concrete beam

Info

Publication number
JPS641836A
JPS641836A JP15654387A JP15654387A JPS641836A JP S641836 A JPS641836 A JP S641836A JP 15654387 A JP15654387 A JP 15654387A JP 15654387 A JP15654387 A JP 15654387A JP S641836 A JPS641836 A JP S641836A
Authority
JP
Japan
Prior art keywords
steel frame
contrivance
column
sheath
connection part
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
JP15654387A
Other languages
Japanese (ja)
Other versions
JPH011836A (en
JPH076230B2 (en
Inventor
Mitsuo Hayashi
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.)
PS Concrete Co Ltd
Original Assignee
PS Concrete 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 PS Concrete Co Ltd filed Critical PS Concrete Co Ltd
Priority to JP62156543A priority Critical patent/JPH076230B2/en
Publication of JPS641836A publication Critical patent/JPS641836A/en
Publication of JPH011836A publication Critical patent/JPH011836A/en
Publication of JPH076230B2 publication Critical patent/JPH076230B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE: To contrive rational execution by joining the connection part of a previously manufactured prestressed concrete contrivance beam with a column and next, simultaneously placing concrete on a beam-shaped cross section and a slab including a steel frame exposed on an upper part.
CONSTITUTION: The end connection part 12 of a contrivance beam 1 and a connection part 11 projected from the steel frame 10 of a column are joined by a gusset plate 13, next, precast slab 14 is hooked on the contrivance beam 1, and a necessary reinforcing bar and a sheath 7 are disposed. A beam and a slab 9 are integrated to form a composite beam 8 by executing a form on a connection opening 15 and placing concrete. After concrete is hardened, for instance, the PC cable of 12.7 mm diameter is inserted in a composite beam tightening sheath 5 and a place arrangement sheath 7 to integrate the beam and the column. Thereby an inexpensive beam rich in toughness and high in reliability can be easily executed in a short construction period.
COPYRIGHT: (C)1989,JPO
JP62156543A 1987-06-25 1987-06-25 Construction method for prestressed steel reinforced concrete beams Expired - Fee Related JPH076230B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62156543A JPH076230B2 (en) 1987-06-25 1987-06-25 Construction method for prestressed steel reinforced concrete beams

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62156543A JPH076230B2 (en) 1987-06-25 1987-06-25 Construction method for prestressed steel reinforced concrete beams

Publications (3)

Publication Number Publication Date
JPS641836A true JPS641836A (en) 1989-01-06
JPH011836A JPH011836A (en) 1989-01-06
JPH076230B2 JPH076230B2 (en) 1995-01-30

Family

ID=15630096

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62156543A Expired - Fee Related JPH076230B2 (en) 1987-06-25 1987-06-25 Construction method for prestressed steel reinforced concrete beams

Country Status (1)

Country Link
JP (1) JPH076230B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102296751A (en) * 2011-06-01 2011-12-28 马人乐 Prestressing anti-fatigue girder
CN112380600A (en) * 2020-11-11 2021-02-19 中国有色金属工业第六冶金建设有限公司 BIM technology-based cantilever plate construction method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60253636A (en) * 1984-05-28 1985-12-14 株式会社　中野建築研究所 Building structure

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60253636A (en) * 1984-05-28 1985-12-14 株式会社　中野建築研究所 Building structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102296751A (en) * 2011-06-01 2011-12-28 马人乐 Prestressing anti-fatigue girder
CN102296751B (en) 2011-06-01 2013-03-20 马人乐 Prestressing anti-fatigue girder
CN112380600A (en) * 2020-11-11 2021-02-19 中国有色金属工业第六冶金建设有限公司 BIM technology-based cantilever plate construction method
CN112380600B (en) * 2020-11-11 2023-12-26 中国有色金属工业第六冶金建设有限公司 Cantilever plate construction method based on BIM technology

Also Published As

Publication number Publication date
JPH076230B2 (en) 1995-01-30

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