MY164688A - Connected Wall Structure Consisting of Steel Pipe Sheet Piles And Steel Sheet Pile, And Method of Constructing Same - Google Patents

Connected Wall Structure Consisting of Steel Pipe Sheet Piles And Steel Sheet Pile, And Method of Constructing Same

Info

Publication number
MY164688A
MY164688A MYPI2012700454A MYPI2012700454A MY164688A MY 164688 A MY164688 A MY 164688A MY PI2012700454 A MYPI2012700454 A MY PI2012700454A MY PI2012700454 A MYPI2012700454 A MY PI2012700454A MY 164688 A MY164688 A MY 164688A
Authority
MY
Malaysia
Prior art keywords
steel pipe
steel
sheet piles
pipe sheet
wall structure
Prior art date
Application number
MYPI2012700454A
Inventor
Katsuo Tsukuda
Kazutaka Otsushi
Masanobu Okamoto
Original Assignee
Sumitomo Metal Ind
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 Sumitomo Metal Ind filed Critical Sumitomo Metal Ind
Publication of MY164688A publication Critical patent/MY164688A/en

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
    • E02D5/02—Sheet piles or sheet pile bulkheads
    • E02D5/03—Prefabricated parts, e.g. composite sheet piles
    • E02D5/04—Prefabricated parts, e.g. composite sheet piles made of steel
    • E02D5/08—Locking forms; Edge joints; Pile crossings; Branch pieces
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • E02B3/066—Quays

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Composite Materials (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Revetment (AREA)

Abstract

PROVIDED ARE A CONNECTED WALL STRUCTURE CONSISTING OF STEEL PIPE SHEET PILES (1) AND A STEEL SHEET PILE (2) AND A METHOD OF CONSTRUCTING THE SAME, SUCH THAT THERE IS FORMED A CONNECTED STRUCTURE WHEREIN A CERTAIN DEGREE OF CONSTRUCTION ERRORS IS MADE ALLOWABLE, WITH THE RESULT THAT THERE IS PROVIDED A RATIONAL CONNECTED STRUCTURE WHICH IS EXCELLENT IN CONSTRUCTABILITY AND ALLOWS FOR THE REDUCTION IN CONSTRUCTION COST. IN ORDER THAT STEEL PIPE SHEET PILES (1) INSTALLED BY BEING DRIVEN WITH A GAP THEREBETWEEN WILL BE CONNECTED TOGETHER BY A STEEL SHEET PILE (2) FOR THE PURPOSE OF FORMING A CONNECTED WALL STRUCTURE, THERE ARE PROVIDED ON THE SIDES OF THE STEEL PIPE SHEET PILES (1), CONNECTING MEMBERS (3) HAVING SLITS (3A) CONTINUOUSLY EXTENDING IN THE LONGITUDINAL DIRECTION. THE ENDS OF THE STEEL PILE (2) ARE FITTED INTO THE SLITS (3A) FROM THE LONGITUDINAL DIRECTION. PREDETERMINED PLAY (U) FOR ABSORBING CONSTRUCTION ERRORS BETWEEN THE STEEL PIPE SHEET PILES (1) IS PROVIDED IN THE CONNECTING SECTIONS. SINCE SPACES SUFFICIENT TO ABSORB CONSTRUCTION ERRORS ARE PROVIDED IN THE CONNECTING SECTIONS FOR THE STEEL PIPE SHEET PILES (1) AND THE STEEL SHEET PILE (2), THE ENDS OF THE STEEL SHEET PILE (2) MAY BE EASILY FITTED AND INSTALLED EVEN IF THE STEEL PIPE SHEET PILES (1) UNDERGO ELONGATION OR SHRINKAGE DUE TO DRIVING.
MYPI2012700454A 2010-04-01 2011-01-12 Connected Wall Structure Consisting of Steel Pipe Sheet Piles And Steel Sheet Pile, And Method of Constructing Same MY164688A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2010084944 2010-04-01

Publications (1)

Publication Number Publication Date
MY164688A true MY164688A (en) 2018-01-30

Family

ID=44762314

Family Applications (1)

Application Number Title Priority Date Filing Date
MYPI2012700454A MY164688A (en) 2010-04-01 2011-01-12 Connected Wall Structure Consisting of Steel Pipe Sheet Piles And Steel Sheet Pile, And Method of Constructing Same

Country Status (6)

Country Link
EP (1) EP2554751A4 (en)
JP (1) JP4998646B2 (en)
CN (2) CN104404915B (en)
MY (1) MY164688A (en)
TW (1) TWI448608B (en)
WO (1) WO2011125347A1 (en)

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5633502B2 (en) * 2011-11-28 2014-12-03 新日鐵住金株式会社 Wall structure
US11053655B2 (en) * 2013-09-03 2021-07-06 Lawrence S. Maxwell Modular grid foundation
CN104120699B (en) * 2014-05-20 2016-04-27 中交第二航务工程局有限公司 Steel sheet pile bucket base man-made island dado structure
JP6394180B2 (en) * 2014-08-26 2018-09-26 新日鐵住金株式会社 Steel pipe sheet pile joint structure
JP6690118B2 (en) * 2014-12-11 2020-04-28 日本製鉄株式会社 Retaining wall
CN106836126A (en) * 2016-12-07 2017-06-13 孟展 New water and soil conservation protecting tube
CN208280125U (en) * 2017-09-22 2018-12-25 震东机械设备有限公司 interlock system
CN108149673B (en) * 2018-02-01 2024-02-20 刘德奇 Concrete pile and continuous seepage-proofing water-stop wall spliced by adopting same
CN109763455B (en) * 2018-12-29 2024-04-09 中交水运规划设计院有限公司 Permeable breakwater
CN109610476B (en) * 2019-01-31 2024-05-17 上海宝钢工程咨询有限公司 Steel pipe Larson sheet pile precipitation building envelope
CN109736347B (en) * 2019-03-28 2021-02-12 中交第一航务工程局有限公司 Construction process of underwater foundation trench mud-blocking wall
CN113789796A (en) * 2021-07-05 2021-12-14 长沙理工大学 Construction method of steel sheet pile cofferdam in high flow velocity sand and gravel area
CN114837194A (en) * 2022-05-15 2022-08-02 中冶建工集团有限公司 Construction method for improving stability of PC (polycarbonate) composite pile
CN115419090A (en) * 2022-09-03 2022-12-02 无锡大诚建设有限公司 Steel sheet pile cofferdam of stable in structure

Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB190914951A (en) * 1909-06-26 1910-01-27 Richard Henry Annison Improvements in Locking Bars and Sheeting for Constructional Work.
JPS57133919A (en) * 1981-02-13 1982-08-18 Kajima Corp Construction of underground continuous wall
JPS5989120U (en) * 1982-12-02 1984-06-16 住友金属工業株式会社 Seawall made of steel pipes and arcuate steel plates
DE3615601C1 (en) * 1986-05-09 1987-08-06 Strabag Bau Ag Pipe support screed for a combined sheet pile
JPH0757940B2 (en) * 1988-06-21 1995-06-21 川崎製鉄株式会社 Revetment method using π type steel sheet pile
JPH0621443B2 (en) * 1989-02-14 1994-03-23 東亜建設工業株式会社 Breakwater using steel pipe sheet pile and straight sheet pile
CN2275119Y (en) * 1996-08-29 1998-02-25 湖南省公路桥梁建设总公司 Tongue-and-groove steel pipe pile
JP3389120B2 (en) * 1998-10-30 2003-03-24 新日本製鐵株式会社 Rotary press-fitting sheet pile and method of constructing rotary press-fitting sheet pile
JP2002129550A (en) * 2000-10-20 2002-05-09 Nkk Corp Underground pillar row wall member and underground pillar row wall construction method
JP4542290B2 (en) * 2001-08-31 2010-09-08 新日本製鐵株式会社 Rehabilitation revetment structure and rehabilitation method of aging sheet pile revetment
JP4231429B2 (en) 2003-02-19 2009-02-25 新日本製鐵株式会社 Connection structure for deformed wall components
CN1837512B (en) * 2006-04-07 2011-04-20 上海市政工程设计研究总院 Combined cofferdam of steel slab pile and steel pipe pile an method for manufacturing the same
CN201428137Y (en) * 2009-07-03 2010-03-24 东南大学 A waterproof sheet pile cofferdam

Also Published As

Publication number Publication date
TW201139792A (en) 2011-11-16
CN104404915A (en) 2015-03-11
TWI448608B (en) 2014-08-11
EP2554751A1 (en) 2013-02-06
HK1171483A1 (en) 2013-03-28
CN102713074B (en) 2015-03-25
WO2011125347A1 (en) 2011-10-13
CN102713074A (en) 2012-10-03
EP2554751A4 (en) 2017-01-11
JP4998646B2 (en) 2012-08-15
CN104404915B (en) 2016-01-20
JPWO2011125347A1 (en) 2013-07-08

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