JPS57209310A - Concrete protective wall for revetment - Google Patents

Concrete protective wall for revetment

Info

Publication number
JPS57209310A
JPS57209310A JP9254281A JP9254281A JPS57209310A JP S57209310 A JPS57209310 A JP S57209310A JP 9254281 A JP9254281 A JP 9254281A JP 9254281 A JP9254281 A JP 9254281A JP S57209310 A JPS57209310 A JP S57209310A
Authority
JP
Japan
Prior art keywords
piles
anchor
bars
projections
connecting bars
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
JP9254281A
Other languages
Japanese (ja)
Other versions
JPS6261724B2 (en
Inventor
Saburo Tomizawa
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.)
Ishikawajima Kenzai Kogyo Co Ltd
Ishikawajima Construction Materials Co Ltd
Original Assignee
Ishikawajima Kenzai Kogyo Co Ltd
Ishikawajima Construction Materials 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 Ishikawajima Kenzai Kogyo Co Ltd, Ishikawajima Construction Materials Co Ltd filed Critical Ishikawajima Kenzai Kogyo Co Ltd
Priority to JP9254281A priority Critical patent/JPS57209310A/en
Publication of JPS57209310A publication Critical patent/JPS57209310A/en
Publication of JPS6261724B2 publication Critical patent/JPS6261724B2/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
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0258—Retaining or protecting walls characterised by constructional features
    • E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0225—Retaining or protecting walls comprising retention means in the backfill
    • E02D29/0233—Retaining or protecting walls comprising retention means in the backfill the retention means being anchors

Landscapes

  • Engineering & Computer Science (AREA)
  • Environmental & Geological 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)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

PURPOSE:To construct a strong semipermanent structure by a simplified field construction work in which piles, connecting bars, and anchor bars are simply combined as the piles are driven. CONSTITUTION:A concrete pile 1 of a nearly square cylinder from with a hollow 2 is provided with projections 3 and projections 4 with couplers 5. The piles 1 are driven in one row, and the adjacent couplers 5 are connected with each other. On the other hand, the banking side of the piles 1 are orderly connected with connecting bars with plural coupling projections 6, and anchor bars 10 having heads 8 on their one ends and anchor plates 9 on their other ends are horizontally set on the upside of the connecting bars 7. The anchor plates 9 are buried inside of the degraded face B of soil, and the lowermost anchor bar 10 is provided with a projection 11 by which the horizontal resistance of the banking against the force of tidal wave is increased.
JP9254281A 1981-06-16 1981-06-16 Concrete protective wall for revetment Granted JPS57209310A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9254281A JPS57209310A (en) 1981-06-16 1981-06-16 Concrete protective wall for revetment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9254281A JPS57209310A (en) 1981-06-16 1981-06-16 Concrete protective wall for revetment

Publications (2)

Publication Number Publication Date
JPS57209310A true JPS57209310A (en) 1982-12-22
JPS6261724B2 JPS6261724B2 (en) 1987-12-23

Family

ID=14057261

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9254281A Granted JPS57209310A (en) 1981-06-16 1981-06-16 Concrete protective wall for revetment

Country Status (1)

Country Link
JP (1) JPS57209310A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102505662A (en) * 2011-11-10 2012-06-20 沈玉山 Flood control structure by aid of concrete poles
KR101160631B1 (en) * 2010-05-07 2012-06-28 삼성중공업 주식회사 Barrier for protecting electric apparatus in a ship and the installing method of the same
JP2018178641A (en) * 2017-04-20 2018-11-15 ジオスター株式会社 Tide embankment panel, tide embankment and construction method of tide embankment

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101160631B1 (en) * 2010-05-07 2012-06-28 삼성중공업 주식회사 Barrier for protecting electric apparatus in a ship and the installing method of the same
CN102505662A (en) * 2011-11-10 2012-06-20 沈玉山 Flood control structure by aid of concrete poles
JP2018178641A (en) * 2017-04-20 2018-11-15 ジオスター株式会社 Tide embankment panel, tide embankment and construction method of tide embankment

Also Published As

Publication number Publication date
JPS6261724B2 (en) 1987-12-23

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