EP0655099B1 - Method for building a structure in the ground - Google Patents

Method for building a structure in the ground Download PDF

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Publication number
EP0655099B1
EP0655099B1 EP94917834A EP94917834A EP0655099B1 EP 0655099 B1 EP0655099 B1 EP 0655099B1 EP 94917834 A EP94917834 A EP 94917834A EP 94917834 A EP94917834 A EP 94917834A EP 0655099 B1 EP0655099 B1 EP 0655099B1
Authority
EP
European Patent Office
Prior art keywords
foil
construction
ground
excavation area
level
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 - Lifetime
Application number
EP94917834A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP0655099A1 (en
Inventor
Rudolf Hans Knulst
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.)
Hollandse Beton- en Waterbouw BV
VAN HATTUM EN BLANKEVOORT BV
Ballast Nedam Beton en Waterbouw BV
Original Assignee
Hollandse Beton- en Waterbouw BV
VAN HATTUM EN BLANKEVOORT BV
Ballast Nedam Beton en Waterbouw BV
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 Hollandse Beton- en Waterbouw BV, VAN HATTUM EN BLANKEVOORT BV, Ballast Nedam Beton en Waterbouw BV filed Critical Hollandse Beton- en Waterbouw BV
Publication of EP0655099A1 publication Critical patent/EP0655099A1/en
Application granted granted Critical
Publication of EP0655099B1 publication Critical patent/EP0655099B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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
    • E02D17/18—Making embankments, e.g. dikes, dams
    • 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
    • E02D17/06—Foundation trenches ditches or narrow shafts
    • E02D17/08—Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations
    • 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
    • E02D17/20—Securing of slopes or inclines
    • E02D17/207—Securing of slopes or inclines with means incorporating sheet piles or piles

Definitions

  • the invention relates to a method as designated in the preamble of claim 1.
  • the invention has for its object to reduce at least partly the drawbacks of the said known method.
  • the method according to the invention has for this purpose the characteristic of claim 1.
  • the invention also relates to and provides a structure built with use of the invented method. If the steel profiles are removed from the ground after arranging of the foil (14) the costs of this method are reduced considerably.
  • Figure 2 Steel sheet piling profiles 3 are struck into the ground to form sheet-pile walls 4 to enclose a construction excavation area 5.
  • FIG. 3 The sheet-pile walls 4 are anchored in transverse direction by means of grouted anchors 6 or by means of cross struts 7 indicated with dashed lines.
  • the ground is excavated from the construction excavation area 5 to a level 8 lower than the floor level 9 of the carriageways 2 and higher than the bottom edge 10 of the sheet-pile walls 4.
  • the excavation level 8 is a thickness of the sand layer 13 deeper than the laying level of the foil 14.
  • the laying level of foil 14 is such that the water pressure under foil 14 is smaller than the total pressure of water and ballast material which is present above the foil 14 for arranging.
  • FIG. 4 Support shields 11 are placed which are lined on their inner sides with a drainage layer 99.
  • Figure 5 In the channels 18 between sheet-pile walls 4 and support shields 11 are arranged water-inhibiting layers 12 and in addition a sand layer 13 of classified sand, without sharp portions, is arranged above the level 8.
  • FIG. 6 A long watertight foil 14 is laid on the sand layer 13, wherein its side pieces 15 are folded over.
  • the spreading out flat of foil 14 takes place for instance by means of sinking under its own weight in combination with cables 16 which are already pre-arranged through the support shield 11 (see figure 5).
  • the side pieces 15 are erected against support shields 11 by means of cables 17 or optionally in that the ends of cables 16 are first moved to the edges 98 which are then pulled outward in horizontal direction by cables 16 and in that the edges 98 are thereafter pulled upward by means of cables 17.
  • Figure 7 Ground is arranged evenly up to floor level 9 inside the foil 14 and in the channels 18, preferably such that the ground level inside the foil is continually slightly higher than in the channels 18, wherein the necessary drainage pipes 20 are incorporated in this ground.
  • Classified sand is herein arranged against foil 14.
  • FIG 8 The space inside foil 14 above the drainage pipes 20 is pumped dry. Draining takes place simultaneously in the channels 18 by means of drainage pipes 90.
  • the water level in channels 18 is always kept slightly lower than the water level inside foil 14.
  • the water level is likewise kept lower than the water level inside foil 14, this making use of the drainage mat 99 and provisions (not drawn) in the support shield 11.
  • Supporting ground is arranged above floor level 9 as a natural slope or, preferably, supported by means of concrete retaining walls 22.
  • Figure 9 The sheet-pile wall profiles 3 can be pulled out of the ground and be re-used.
  • the structure 1 is then finished by laying of the carriageways 2 and sewage pipes 23.
  • the structure 1 is built, if it is long, in a number of construction excavations 25 which are located in succession and which are for instance 200 m long and mutually separated by means of partitions 26 (figures 10, 11, 14, 15).
  • partitions 26 At the position of a partition 26 a connecting excavation area 27 is created between sheet-pile walls 4 by driving in sheet-pile wall profiles 33 to form transverse walls 34.
  • This connecting excavation area 27 is divided into two spaces 29 by driving in sheet-pile wall profiles 35 to form an intermediate wall 36.
  • a partition 26 can be realized by means of the removable door 40 of figures 16 and 17.
  • a special U-shaped sheet-pile wall profile 41 is then employed in which a U-shaped coupling profile 42 is received slidably which is provided with flanges 43 for coupling on an edge of a foil 14 by means of strips 44 and bolts 45.
  • A'door 40 is arranged in the coupling profile 42 slidably and sealed by means of sealing strips 46.
  • the door 40 is slid downward in two sheet-pile wall profiles 41, while being held in place on the two coupling profiles 42 and on a coupling profile 48 which is situated on the bottom edge of the door 40, until this coupling profile 48 comes to support on sand layer 13.
  • both foils 14 are fixed to coupling profiles 42 and 48 the door 40 can be pulled up therefrom.
  • a support shield 11 is not used but the side pieces 15 of foil 14 are held in place in a different way.
  • the folded edge 50 is drawn tighter by means of cables 51 which run through tubes 52 which are fixed to the sheet-pile wall 4, while the top edges 53 of the side pieces 15 are erected by means of cables 17 and thereafter held fixedly on means 55 present above the ground.
  • the sheet-pile wall 4 can be removed and only the cables 51 remain behind in the ground.
  • the created structure 1 can contain a carriageway for road or rail vehicles, can also contain a storage space for separating the stored material from groundwater.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
EP94917834A 1993-06-10 1994-06-10 Method for building a structure in the ground Expired - Lifetime EP0655099B1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
BE9300586 1993-06-10
BE9300586A BE1007279A3 (nl) 1993-06-10 1993-06-10 Werkwijze voor het in de grond bouwen van een bouwwerk.
PCT/NL1994/000138 WO1994029532A1 (en) 1993-06-10 1994-06-10 Method for building a structure in the ground

Publications (2)

Publication Number Publication Date
EP0655099A1 EP0655099A1 (en) 1995-05-31
EP0655099B1 true EP0655099B1 (en) 1998-03-25

Family

ID=3887089

Family Applications (1)

Application Number Title Priority Date Filing Date
EP94917834A Expired - Lifetime EP0655099B1 (en) 1993-06-10 1994-06-10 Method for building a structure in the ground

Country Status (8)

Country Link
EP (1) EP0655099B1 (el)
AU (1) AU6938394A (el)
BE (1) BE1007279A3 (el)
DE (1) DE69409205T2 (el)
DK (1) DK0655099T3 (el)
ES (1) ES2114201T3 (el)
GR (1) GR3026614T3 (el)
WO (1) WO1994029532A1 (el)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104480944A (zh) * 2014-11-27 2015-04-01 中建一局集团第五建筑有限公司 出土坡道结构及其施工方法

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1010170C2 (nl) 1998-09-23 2000-03-24 Genap B V Werkwijze voor het vervaardigen van een waterdichte bouwput, een bouwput verkregen met de werkwijze en een folie bestemd voor gebruik bij de werkwijze.
NL2002008C (nl) * 2008-09-22 2010-03-23 Attema Kunststoffenind Slab.
CN110924399A (zh) * 2019-11-11 2020-03-27 中国电建集团华东勘测设计研究院有限公司 一种深基坑土方开挖方法

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6059229A (ja) * 1983-09-12 1985-04-05 Hazama Gumi Ltd 気密シ−トを使用した土留工法
JPS6436818A (en) * 1987-07-31 1989-02-07 Toyo Tire & Rubber Co Water-proofing work for cut-off wall construction

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104480944A (zh) * 2014-11-27 2015-04-01 中建一局集团第五建筑有限公司 出土坡道结构及其施工方法
CN104480944B (zh) * 2014-11-27 2016-04-06 中建一局集团第五建筑有限公司 出土坡道结构及其施工方法

Also Published As

Publication number Publication date
WO1994029532A1 (en) 1994-12-22
AU6938394A (en) 1995-01-03
ES2114201T3 (es) 1998-05-16
GR3026614T3 (en) 1998-07-31
EP0655099A1 (en) 1995-05-31
DE69409205D1 (de) 1998-04-30
DE69409205T2 (de) 1998-07-16
BE1007279A3 (nl) 1995-05-09
DK0655099T3 (da) 1998-12-28

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