JPS6414445A - Building having prestressed concrete structure - Google Patents

Building having prestressed concrete structure

Info

Publication number
JPS6414445A
JPS6414445A JP16788887A JP16788887A JPS6414445A JP S6414445 A JPS6414445 A JP S6414445A JP 16788887 A JP16788887 A JP 16788887A JP 16788887 A JP16788887 A JP 16788887A JP S6414445 A JPS6414445 A JP S6414445A
Authority
JP
Japan
Prior art keywords
building
superstructure
slab
prestressed concrete
unbounded
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
JP16788887A
Other languages
Japanese (ja)
Other versions
JPH0619160B2 (en
Inventor
Jun Nomura
Yukio Okuda
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.)
Obayashi Corp
Original Assignee
Obayashi 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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP16788887A priority Critical patent/JPH0619160B2/en
Publication of JPS6414445A publication Critical patent/JPS6414445A/en
Publication of JPH0619160B2 publication Critical patent/JPH0619160B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

PURPOSE: To improve the effective performance and reduce the amount of reinforcing bars or the like used by interposing a base isolation structure between the substructure and superstructure of a building and making the superstructure have a prestressed concrete structure. CONSTITUTION: A building 1 is separated to a superstructure 2 and a substructure 3, and laminated rubber bearings 4 are interposed between the structure 3 and the structure 2. Also, in the case where the structure 2 is a flat slab 8, an unbounded PC steel wires 9 are distributed in the slab 8 and both the ends are towed and fixed; in the case where structure 2 is a frame structure, the unbounded PC steel wires are embedded and arranged between the columns in the beam axis direction and the slab is supported. Thus, influence from the structure 3 is eliminated by the bearings 4, part of the design bending moment is canceled by the prestressed moment, and the deflection is reduced. Thus, the effective performance can be improved, cross section is reduced thereby decreasing the use amount of the reinforcing bars.
JP16788887A 1987-07-07 1987-07-07 Prestressed concrete structure building Expired - Lifetime JPH0619160B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16788887A JPH0619160B2 (en) 1987-07-07 1987-07-07 Prestressed concrete structure building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16788887A JPH0619160B2 (en) 1987-07-07 1987-07-07 Prestressed concrete structure building

Publications (2)

Publication Number Publication Date
JPS6414445A true JPS6414445A (en) 1989-01-18
JPH0619160B2 JPH0619160B2 (en) 1994-03-16

Family

ID=15857929

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16788887A Expired - Lifetime JPH0619160B2 (en) 1987-07-07 1987-07-07 Prestressed concrete structure building

Country Status (1)

Country Link
JP (1) JPH0619160B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115389161A (en) * 2022-08-30 2022-11-25 浙江大学 Wind tunnel model device for simulating interaction of soil-pile-bearing platform-upper structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115389161A (en) * 2022-08-30 2022-11-25 浙江大学 Wind tunnel model device for simulating interaction of soil-pile-bearing platform-upper structure

Also Published As

Publication number Publication date
JPH0619160B2 (en) 1994-03-16

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