ES478369A1 - Method of constructing vertical wall structure in ground from underground conduit - Google Patents

Method of constructing vertical wall structure in ground from underground conduit

Info

Publication number
ES478369A1
ES478369A1 ES478369A ES478369A ES478369A1 ES 478369 A1 ES478369 A1 ES 478369A1 ES 478369 A ES478369 A ES 478369A ES 478369 A ES478369 A ES 478369A ES 478369 A1 ES478369 A1 ES 478369A1
Authority
ES
Spain
Prior art keywords
pipes
ground
vertical wall
wall structure
underground conduit
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.)
Expired
Application number
ES478369A
Other languages
Spanish (es)
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.)
Frankignoul Pieux Armes
Original Assignee
Frankignoul Pieux Armes
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 Frankignoul Pieux Armes filed Critical Frankignoul Pieux Armes
Publication of ES478369A1 publication Critical patent/ES478369A1/en
Expired legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04—Lining with building materials
    • E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
    • 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
    • E02D5/18—Bulkheads or similar walls made solely of concrete in situ
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/005—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries by forcing prefabricated elements through the ground, e.g. by pushing lining from an access pit

Landscapes

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

Abstract

The masonry arch for a tunnel is supported on lateral masonry vertical walls of concrete. This is obtained by filling trenches with horizontal pipes to form an upper bed of series of horizontal semi-pipes, parallel to each other. The joints between the semi-pipes are plates, which also form a seal. The plates are metal and welded into position. The pipes have openings on their inner faces and the joints are led to the inside of the pipes which can then butt together. Plastic inserts are used between pipes to give sealing against water.
ES478369A 1978-02-21 1979-02-20 Method of constructing vertical wall structure in ground from underground conduit Expired ES478369A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
BE864136 1978-02-21
BE867816 1978-06-05

Publications (1)

Publication Number Publication Date
ES478369A1 true ES478369A1 (en) 1979-11-16

Family

ID=25658489

Family Applications (1)

Application Number Title Priority Date Filing Date
ES478369A Expired ES478369A1 (en) 1978-02-21 1979-02-20 Method of constructing vertical wall structure in ground from underground conduit

Country Status (13)

Country Link
JP (1) JPS54121526A (en)
AU (1) AU531220B2 (en)
BR (1) BR7901069A (en)
CA (1) CA1115972A (en)
DK (1) DK75179A (en)
ES (1) ES478369A1 (en)
FI (1) FI790485A (en)
FR (1) FR2417633A1 (en)
IT (1) IT1166645B (en)
MX (1) MX149106A (en)
NO (1) NO790527L (en)
PT (1) PT69241A (en)
SE (1) SE446472B (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FI811389L (en) * 1980-05-08 1981-11-09 Frankignoul Pieux Armes FOERFARANDE FOER AOSTADKOMMANDE AV EN UNDERJORDISK KONSTRUKTION OCH DEN SAO ERHAOLLNA KONSTRUKTIONEN
CH642141A5 (en) * 1981-05-12 1984-03-30 Berset Jean Marie UNDERGROUND PASSAGE AND METHOD FOR CONSTRUCTING THE PASSAGE.
FI881964A (en) * 1988-04-27 1989-10-28 Tampereen Alituspalvelu Oy FOERFARANDE OCH ANORDNING FOER ATT BYGGA UNDERJORDISKA ROERLINJER.
JPH05503745A (en) * 1989-10-25 1993-06-17 イロメキ　ヴァルト How to install an underground pipeline
JP5584646B2 (en) * 2011-04-01 2014-09-03 鹿島建設株式会社 Pipe roof construction method

Also Published As

Publication number Publication date
FI790485A (en) 1979-08-22
IT1166645B (en) 1987-05-05
BR7901069A (en) 1979-10-02
IT7920393A0 (en) 1979-02-21
PT69241A (en) 1979-03-01
FR2417633B1 (en) 1983-05-20
MX149106A (en) 1983-08-25
DK75179A (en) 1979-08-22
AU4434079A (en) 1979-08-30
JPS54121526A (en) 1979-09-20
SE7901451L (en) 1979-08-22
JPS6317999B2 (en) 1988-04-15
NO790527L (en) 1979-08-22
SE446472B (en) 1986-09-15
FR2417633A1 (en) 1979-09-14
CA1115972A (en) 1982-01-12
AU531220B2 (en) 1983-08-18

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