JPS57146812A - Gravity type dam - Google Patents

Gravity type dam

Info

Publication number
JPS57146812A
JPS57146812A JP3359781A JP3359781A JPS57146812A JP S57146812 A JPS57146812 A JP S57146812A JP 3359781 A JP3359781 A JP 3359781A JP 3359781 A JP3359781 A JP 3359781A JP S57146812 A JPS57146812 A JP S57146812A
Authority
JP
Japan
Prior art keywords
caisson
seabed
foundation pile
dam
foundation
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
JP3359781A
Other languages
Japanese (ja)
Other versions
JPH0211688B2 (en
Inventor
Mitsuo Mori
Takatsu Wagi
Masami Origasa
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.)
KANTO RIYOUJIYUU KOSAN KK
KANTOU RIYOUJIYUU KOUSAN KK
Mitsubishi Heavy Industries Ltd
Original Assignee
KANTO RIYOUJIYUU KOSAN KK
KANTOU RIYOUJIYUU KOUSAN KK
Mitsubishi Heavy Industries 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 KANTO RIYOUJIYUU KOSAN KK, KANTOU RIYOUJIYUU KOUSAN KK, Mitsubishi Heavy Industries Ltd filed Critical KANTO RIYOUJIYUU KOSAN KK
Priority to JP3359781A priority Critical patent/JPS57146812A/en
Publication of JPS57146812A publication Critical patent/JPS57146812A/en
Publication of JPH0211688B2 publication Critical patent/JPH0211688B2/ja
Granted legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20—Movable barrages; Lock or dry-dock gates

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Revetment (AREA)

Abstract

PURPOSE:To eliminate the need to repair a gravity type dam even when the seabed ground and footing mound settled by a method in which a guide pipe vertically piercing a caisson and a foundation pile loosely fitted into the guide pipe and driven into the seabed are provide for a gravity dam in which the caisson is placed on the foundation mound on the seabed. CONSTITUTION:In a factory, a given number of guide pipes 2 are beforehand welded to the inside of a caisson 12. The caisson is towed to a given sea area and sunk, and then a foundation pile 3 is driven into the seabed until it reaches the substratum 11. Then, the head of the foundation pile 3 is connected with a crane concrete beam 1, and lastly, the surface of the crane concrete beam 1 is covered with a buffer material 15 composed of Elastite, asphalt, etc. in order to isolate the foundation pile 3 from the caisson 12. Thus, the involved settlement of the superstructure of the dam with the settlement of the foundation mound 9, the seabed substratum 10, and the caisson 12 can be prevented.
JP3359781A 1981-03-09 1981-03-09 Gravity type dam Granted JPS57146812A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3359781A JPS57146812A (en) 1981-03-09 1981-03-09 Gravity type dam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3359781A JPS57146812A (en) 1981-03-09 1981-03-09 Gravity type dam

Publications (2)

Publication Number Publication Date
JPS57146812A true JPS57146812A (en) 1982-09-10
JPH0211688B2 JPH0211688B2 (en) 1990-03-15

Family

ID=12390891

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3359781A Granted JPS57146812A (en) 1981-03-09 1981-03-09 Gravity type dam

Country Status (1)

Country Link
JP (1) JPS57146812A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0213605A (en) * 1988-06-30 1990-01-18 Kokudo Sogo Kensetsu Kk Construction method for caisson and quay wall made utilizing it
NO320988B1 (en) * 2003-08-14 2006-02-20 Tidetec As Device for concrete construction in the sea, and method for installation of the same
CN103321241A (en) * 2013-06-26 2013-09-25 上海大学 Deepwater open type wharf with combined foundation and method for constructing deepwater open type wharf

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0213605A (en) * 1988-06-30 1990-01-18 Kokudo Sogo Kensetsu Kk Construction method for caisson and quay wall made utilizing it
NO320988B1 (en) * 2003-08-14 2006-02-20 Tidetec As Device for concrete construction in the sea, and method for installation of the same
CN103321241A (en) * 2013-06-26 2013-09-25 上海大学 Deepwater open type wharf with combined foundation and method for constructing deepwater open type wharf
CN103321241B (en) * 2013-06-26 2015-10-07 上海大学 Deep water open type combination foundation harbour and construction method thereof

Also Published As

Publication number Publication date
JPH0211688B2 (en) 1990-03-15

Similar Documents

Publication Publication Date Title
CN109610487A (en) A kind of Larsen steel sheet-pile cofferdam and its construction method
JPS57146812A (en) Gravity type dam
JPS58143023A (en) Caisson for pile supporting type breakwater
JPS6340024A (en) Pile-type caisson work
RU2024691C1 (en) Method for protecting bridge pier against freezing swelling
JPS5513338A (en) Caison sinking method
JPS5646031A (en) Constructing method for pile foundation footing with erected trunk
JPS57230A (en) Protection work for pipeline buried underground in excavation work
RU2648766C1 (en) Automated method of establishing a fixed dam in the erosion of the river coast
JPS579909A (en) Construction for quay
JPS5748018A (en) Constructing method for pile foundation with underground wall
JPS57130622A (en) Construction of continuous underground wall
JPS6178924A (en) Temporary coffering work for dry dock
JPS5781525A (en) Construction of underground continuous wall
JP2630994B2 (en) Construction method of quay using caisson
JPS56163323A (en) Exection of foundation of bridge such as abutment, bridge pier or the like
JPS51138914A (en) Method of construction of an underground tank for liquid natural gas
GB876547A (en) Improvements to methods of producing foundations in deep water, especially for piersfor bridges
JPH04297619A (en) Construction of underwater foundation
JPS58113423A (en) Construction of cell-type underwater structure
JPS56122433A (en) Laying work of pipe
JPS56135631A (en) Construction of rubble-mound foundation on sea bed
JPS60175611A (en) Reclaiming method
Gifford Cover story: Scheme to stem London floods
JPS5721608A (en) Construction of vertical self-supporting wall for simple revetment