SG11201903020QA - Structure provided with composite underground wall and method for constructing structure provided with composite underground wall - Google Patents

Structure provided with composite underground wall and method for constructing structure provided with composite underground wall

Info

Publication number
SG11201903020QA
SG11201903020QA SG11201903020QA SG11201903020QA SG11201903020QA SG 11201903020Q A SG11201903020Q A SG 11201903020QA SG 11201903020Q A SG11201903020Q A SG 11201903020QA SG 11201903020Q A SG11201903020Q A SG 11201903020QA SG 11201903020Q A SG11201903020Q A SG 11201903020QA
Authority
SG
Singapore
Prior art keywords
structure provided
underground wall
composite underground
core material
composite
Prior art date
Application number
SG11201903020QA
Inventor
Hideyuki Mano
Original Assignee
Shimizu Construction 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 Shimizu Construction Co Ltd filed Critical Shimizu Construction Co Ltd
Publication of SG11201903020QA publication Critical patent/SG11201903020QA/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/02—Foundation pits
    • E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • 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
    • E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • 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
    • E02D5/20—Bulkheads or similar walls made of prefabricated parts and concrete, including reinforced concrete, in situ
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D13/00—Large underground chambers; Methods or apparatus for making them

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Environmental & Geological Engineering (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

According to the present invention, a stud for a permanent work pile (7) is installed in a web (1b) of an H-beam serving as a core material (1) in an area deeper than a subgrade (4), the area being located below a composite wall section (5) in an area 5 shallower than the subgrade (4) where an earth retaining wall (2) and a reinforced concrete wall (3) are integrated with each other. The stud for the permanent work pile (7) is also installed in the web (1b) of the core material (1) of the composite wall section (5). Then, in addition to the core material (1) and a soil cement in the area deeper than the subgrade (4), the core material (1) and the soil cement in the composite wall section 10 (5) in which the stud for the permanent work pile (7) is installed are configured to function as a support pile of permanent work.
SG11201903020QA 2016-10-11 2017-10-05 Structure provided with composite underground wall and method for constructing structure provided with composite underground wall SG11201903020QA (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2016200276A JP2018062744A (en) 2016-10-11 2016-10-11 Structure with composite underground wall and construction method for constructing structure with composite underground wall
PCT/JP2017/036259 WO2018070333A1 (en) 2016-10-11 2017-10-05 Structure provided with composite underground wall and method for constructing structure provided with composite underground wall

Publications (1)

Publication Number Publication Date
SG11201903020QA true SG11201903020QA (en) 2019-05-30

Family

ID=61905548

Family Applications (1)

Application Number Title Priority Date Filing Date
SG11201903020QA SG11201903020QA (en) 2016-10-11 2017-10-05 Structure provided with composite underground wall and method for constructing structure provided with composite underground wall

Country Status (3)

Country Link
JP (1) JP2018062744A (en)
SG (1) SG11201903020QA (en)
WO (1) WO2018070333A1 (en)

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5829922A (en) * 1981-08-14 1983-02-22 Takenaka Komuten Co Ltd Constructing method for underground outer wall
JPS63247423A (en) * 1987-04-02 1988-10-14 Seiko Kogyo Kk Underground continuous wall usable as structure base and its construction
JPH0336315A (en) * 1989-06-30 1991-02-18 Kajima Corp Pile for concurrently serving as earth anchor
JP3146396B2 (en) * 1993-03-25 2001-03-12 株式会社竹中工務店 Construction method of composite underground structure using soil cement column wall
JP2001020301A (en) * 1999-07-12 2001-01-23 Taisei Corp Pile foundation structure
JP2007070807A (en) * 2005-09-05 2007-03-22 Takenaka Komuten Co Ltd Vibration-proof composite underground wall using soil-cement continuous underground wall, and its construction method
JP5092705B2 (en) * 2007-11-14 2012-12-05 株式会社大林組 Support structure of structure, construction method of underground structure, replacement method of foundation load
JP2012046979A (en) * 2010-08-27 2012-03-08 Kumagai Gumi Co Ltd Building foundation using earth retaining wall
JP5728301B2 (en) * 2011-06-14 2015-06-03 株式会社竹中工務店 Foundation structure
JP5737757B2 (en) * 2011-08-10 2015-06-17 株式会社熊谷組 Evaluation method of bending moment borne by connecting means for connecting retaining wall and foundation slab.
JP5782356B2 (en) * 2011-10-13 2015-09-24 株式会社リアス Foundation method

Also Published As

Publication number Publication date
JP2018062744A (en) 2018-04-19
WO2018070333A1 (en) 2018-04-19

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