JPS6136421A - 連続ケ−ソンの沈設方法 - Google Patents

連続ケ−ソンの沈設方法

Info

Publication number
JPS6136421A
JPS6136421A JP15730884A JP15730884A JPS6136421A JP S6136421 A JPS6136421 A JP S6136421A JP 15730884 A JP15730884 A JP 15730884A JP 15730884 A JP15730884 A JP 15730884A JP S6136421 A JPS6136421 A JP S6136421A
Authority
JP
Japan
Prior art keywords
caisson
ground
caissons
jack
anchor members
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
JP15730884A
Other languages
English (en)
Japanese (ja)
Other versions
JPH0339129B2 (enrdf_load_html_response
Inventor
Yoshinori Hasegawa
長谷川 壬則
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.)
Yamaha Kako Kensetsu Co Ltd
Original Assignee
Yamaha Kako Kensetsu 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 Yamaha Kako Kensetsu Co Ltd filed Critical Yamaha Kako Kensetsu Co Ltd
Priority to JP15730884A priority Critical patent/JPS6136421A/ja
Publication of JPS6136421A publication Critical patent/JPS6136421A/ja
Publication of JPH0339129B2 publication Critical patent/JPH0339129B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D23/00Caissons; Construction or placing of caissons
    • E02D23/08Lowering or sinking caissons

Landscapes

  • Engineering & Computer Science (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)
  • Structural Engineering (AREA)
JP15730884A 1984-07-30 1984-07-30 連続ケ−ソンの沈設方法 Granted JPS6136421A (ja)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15730884A JPS6136421A (ja) 1984-07-30 1984-07-30 連続ケ−ソンの沈設方法

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15730884A JPS6136421A (ja) 1984-07-30 1984-07-30 連続ケ−ソンの沈設方法

Publications (2)

Publication Number Publication Date
JPS6136421A true JPS6136421A (ja) 1986-02-21
JPH0339129B2 JPH0339129B2 (enrdf_load_html_response) 1991-06-12

Family

ID=15646828

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15730884A Granted JPS6136421A (ja) 1984-07-30 1984-07-30 連続ケ−ソンの沈設方法

Country Status (1)

Country Link
JP (1) JPS6136421A (enrdf_load_html_response)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006097841A1 (en) * 2005-03-18 2006-09-21 Francesco Sposito Method for the realization of artificial islands, embankments, piers, breakwaters, platforms, or similar structures in bodies of water and structures obtained
JP2008050884A (ja) * 2006-08-25 2008-03-06 Ps Mitsubishi Construction Co Ltd アンダーパス構築工法
CN120232394A (zh) * 2025-05-30 2025-07-01 中国建设基础设施有限公司 一种不连续沉箱基础空间变形测定系统

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006097841A1 (en) * 2005-03-18 2006-09-21 Francesco Sposito Method for the realization of artificial islands, embankments, piers, breakwaters, platforms, or similar structures in bodies of water and structures obtained
JP2008050884A (ja) * 2006-08-25 2008-03-06 Ps Mitsubishi Construction Co Ltd アンダーパス構築工法
CN120232394A (zh) * 2025-05-30 2025-07-01 中国建设基础设施有限公司 一种不连续沉箱基础空间变形测定系统

Also Published As

Publication number Publication date
JPH0339129B2 (enrdf_load_html_response) 1991-06-12

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Legal Events

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