JPS5921821A - 円環状地中壁築造方法 - Google Patents

円環状地中壁築造方法

Info

Publication number
JPS5921821A
JPS5921821A JP13027182A JP13027182A JPS5921821A JP S5921821 A JPS5921821 A JP S5921821A JP 13027182 A JP13027182 A JP 13027182A JP 13027182 A JP13027182 A JP 13027182A JP S5921821 A JPS5921821 A JP S5921821A
Authority
JP
Japan
Prior art keywords
guide frame
trench
excavated
circular
motor
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
JP13027182A
Other languages
English (en)
Japanese (ja)
Other versions
JPS6213447B2 (enExample
Inventor
Takuya Ohira
大平　拓也
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.)
NISHIMATSU KENSETSU KK
Nishimatsu Construction Co Ltd
Original Assignee
NISHIMATSU KENSETSU KK
Nishimatsu Construction 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 NISHIMATSU KENSETSU KK, Nishimatsu Construction Co Ltd filed Critical NISHIMATSU KENSETSU KK
Priority to JP13027182A priority Critical patent/JPS5921821A/ja
Publication of JPS5921821A publication Critical patent/JPS5921821A/ja
Publication of JPS6213447B2 publication Critical patent/JPS6213447B2/ja
Granted legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18—Bulkheads or similar walls made solely of concrete in situ

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
JP13027182A 1982-07-28 1982-07-28 円環状地中壁築造方法 Granted JPS5921821A (ja)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13027182A JPS5921821A (ja) 1982-07-28 1982-07-28 円環状地中壁築造方法

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13027182A JPS5921821A (ja) 1982-07-28 1982-07-28 円環状地中壁築造方法

Publications (2)

Publication Number Publication Date
JPS5921821A true JPS5921821A (ja) 1984-02-03
JPS6213447B2 JPS6213447B2 (enExample) 1987-03-26

Family

ID=15030302

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13027182A Granted JPS5921821A (ja) 1982-07-28 1982-07-28 円環状地中壁築造方法

Country Status (1)

Country Link
JP (1) JPS5921821A (enExample)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6263720A (ja) * 1985-09-12 1987-03-20 Osaka Bosui Kensetsushiya:Kk 円形地下連続壁の構築工法
JP2018131829A (ja) * 2017-02-16 2018-08-23 清水建設株式会社 取放水口構造及び取放水口構造の施工方法
CN110485434A (zh) * 2019-09-18 2019-11-22 建研地基基础工程有限责任公司 一种用于深基坑支护的装配式环形钢结构内支撑结构体系及设计方法

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6263720A (ja) * 1985-09-12 1987-03-20 Osaka Bosui Kensetsushiya:Kk 円形地下連続壁の構築工法
JP2018131829A (ja) * 2017-02-16 2018-08-23 清水建設株式会社 取放水口構造及び取放水口構造の施工方法
CN110485434A (zh) * 2019-09-18 2019-11-22 建研地基基础工程有限责任公司 一种用于深基坑支护的装配式环形钢结构内支撑结构体系及设计方法
CN110485434B (zh) * 2019-09-18 2021-07-23 建研地基基础工程有限责任公司 一种用于深基坑支护的装配式环形钢结构内支撑结构体系及设计方法

Also Published As

Publication number Publication date
JPS6213447B2 (enExample) 1987-03-26

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