JPS60144416A - 場所打ちコンクリート鋼管杭の施工方法 - Google Patents

場所打ちコンクリート鋼管杭の施工方法

Info

Publication number
JPS60144416A
JPS60144416A JP87084A JP87084A JPS60144416A JP S60144416 A JPS60144416 A JP S60144416A JP 87084 A JP87084 A JP 87084A JP 87084 A JP87084 A JP 87084A JP S60144416 A JPS60144416 A JP S60144416A
Authority
JP
Japan
Prior art keywords
steel pipe
cast
hole
place concrete
concrete
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
JP87084A
Other languages
English (en)
Japanese (ja)
Other versions
JPH0551730B2 (cs
Inventor
Hiroaki Nagaoka
長岡　弘明
Kimihisa Takano
公寿 高野
Hiromichi Matsumura
松村　弘道
Hitoshi Sakuma
仁 佐久間
Masayoshi Saito
斉藤　政義
Tetsuzo Hirose
廣瀬　鉄蔵
Tomonobu Fukuya
福屋　智亘
Takeshi Todoroki
轟　丈詩
Nobuhito Omote
表　信仁
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.)
JFE Engineering Corp
Original Assignee
NKK Corp
Nippon Kokan 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 NKK Corp, Nippon Kokan Ltd filed Critical NKK Corp
Priority to JP87084A priority Critical patent/JPS60144416A/ja
Publication of JPS60144416A publication Critical patent/JPS60144416A/ja
Publication of JPH0551730B2 publication Critical patent/JPH0551730B2/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
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/38—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
    • E02D5/44—Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with enlarged footing or enlargements at the bottom of the pile

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)
  • Piles And Underground Anchors (AREA)
JP87084A 1984-01-09 1984-01-09 場所打ちコンクリート鋼管杭の施工方法 Granted JPS60144416A (ja)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP87084A JPS60144416A (ja) 1984-01-09 1984-01-09 場所打ちコンクリート鋼管杭の施工方法

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP87084A JPS60144416A (ja) 1984-01-09 1984-01-09 場所打ちコンクリート鋼管杭の施工方法

Publications (2)

Publication Number Publication Date
JPS60144416A true JPS60144416A (ja) 1985-07-30
JPH0551730B2 JPH0551730B2 (cs) 1993-08-03

Family

ID=11485701

Family Applications (1)

Application Number Title Priority Date Filing Date
JP87084A Granted JPS60144416A (ja) 1984-01-09 1984-01-09 場所打ちコンクリート鋼管杭の施工方法

Country Status (1)

Country Link
JP (1) JPS60144416A (cs)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109853534A (zh) * 2019-01-02 2019-06-07 邱晓光 一种劲芯扩底桩施工方法

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109853534A (zh) * 2019-01-02 2019-06-07 邱晓光 一种劲芯扩底桩施工方法

Also Published As

Publication number Publication date
JPH0551730B2 (cs) 1993-08-03

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Legal Events

Date Code Title Description
EXPY Cancellation because of completion of term