JPS57205629A - Building structure - Google Patents

Building structure

Info

Publication number
JPS57205629A
JPS57205629A JP8852681A JP8852681A JPS57205629A JP S57205629 A JPS57205629 A JP S57205629A JP 8852681 A JP8852681 A JP 8852681A JP 8852681 A JP8852681 A JP 8852681A JP S57205629 A JPS57205629 A JP S57205629A
Authority
JP
Japan
Prior art keywords
superstructure
continuous wall
underground continuous
underground
steel skeleton
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
JP8852681A
Other languages
Japanese (ja)
Inventor
Kuniaki Sato
Eiji Matsushita
Jun Okawa
Terushige Miyashita
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP8852681A priority Critical patent/JPS57205629A/en
Publication of JPS57205629A publication Critical patent/JPS57205629A/en
Pending legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/34—Foundations for sinking or earthquake territories

Abstract

PURPOSE:To raise the bearing force of superstructure against the horizontal force by providing an underground continuous wall in such a way as to integrally connect it with the superstructure. CONSTITUTION:An underground continuous wall 1 as a penetration part is constructed by an on-site reinforced concrete. A superstructure 2 is integrally connected with the underground continuous wall 1 to increase the resistance of the superstructure 2 against the horizontal force acting on the superstructure 2 by the underground continuous wall 1. To integrally connect the underground continuous wall 1 with the superstructure 2, the upper part of a steel skeleton 3, consisting of H-shaped steel whose lower part is buried in the joint portion of the underground continuous wall 1, steel pipes, and sheet piles, is buried in the column 4 of the superstructure. The steel skeleton 3 is projectionally provided with a stud bolt 5, and an underground beam 6 is also provided on the upper part of the underground continuous wall 1. A beam iron bar 7 is wound around the steel skeleton 3 to form the underground beam 6.
JP8852681A 1981-06-09 1981-06-09 Building structure Pending JPS57205629A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8852681A JPS57205629A (en) 1981-06-09 1981-06-09 Building structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8852681A JPS57205629A (en) 1981-06-09 1981-06-09 Building structure

Publications (1)

Publication Number Publication Date
JPS57205629A true JPS57205629A (en) 1982-12-16

Family

ID=13945277

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8852681A Pending JPS57205629A (en) 1981-06-09 1981-06-09 Building structure

Country Status (1)

Country Link
JP (1) JPS57205629A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02104813A (en) * 1988-10-11 1990-04-17 Shimizu Corp Foundation construction in poor subsoil
EP2251503A2 (en) 2009-05-08 2010-11-17 AS Amhold Method for replacing a loadbearing wall

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02104813A (en) * 1988-10-11 1990-04-17 Shimizu Corp Foundation construction in poor subsoil
EP2251503A2 (en) 2009-05-08 2010-11-17 AS Amhold Method for replacing a loadbearing wall
EP2251503A3 (en) * 2009-05-08 2013-10-30 AS Amhold Method for replacing a loadbearing wall

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