ES2114201T3 - METHOD FOR BUILDING A STRUCTURE ON THE GROUND. - Google Patents

METHOD FOR BUILDING A STRUCTURE ON THE GROUND.

Info

Publication number
ES2114201T3
ES2114201T3 ES94917834T ES94917834T ES2114201T3 ES 2114201 T3 ES2114201 T3 ES 2114201T3 ES 94917834 T ES94917834 T ES 94917834T ES 94917834 T ES94917834 T ES 94917834T ES 2114201 T3 ES2114201 T3 ES 2114201T3
Authority
ES
Spain
Prior art keywords
land
level
construction
excavation
floor
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
ES94917834T
Other languages
Spanish (es)
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.)
BALLAST NEDAM BETON WATER
Hattum & Blankevoort Bv
HOLLANDSE BETON WATERBOUW
Ballast Nedam Beton en Waterbouw BV
Original Assignee
BALLAST NEDAM BETON WATER
Hattum & Blankevoort Bv
HOLLANDSE BETON WATERBOUW
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 BALLAST NEDAM BETON WATER, Hattum & Blankevoort Bv, HOLLANDSE BETON WATERBOUW, Ballast Nedam Beton en Waterbouw BV filed Critical BALLAST NEDAM BETON WATER
Application granted granted Critical
Publication of ES2114201T3 publication Critical patent/ES2114201T3/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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
    • E02D17/18—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

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)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

LA INVENCION SE REFIERE A UN METODO PARA CONSTRUIR UNA ESTRUCTURA EN EL TERRENO (1) CON UN PISO SITUADO EN UN NIVEL (9) POR DEBAJO DEL NIVEL DEL TERRENO, EN EL QUE AL MENOS UN AREA DE EXCAVACION DE LA CONSTRUCCION (5) EL TERRENO SE EXCAVA HASTA UN NIVEL QUE ES MAS BAJO QUE EL NIVEL DEL PISO (9), EN EL QUE DESPUES DE LA EXCAVACION DEL TERRENO UN ESPACIO DE CONSTRUCCION (5) SE CIERRA DENTRO DEL AREA DE EXCAVACION DE LA CONSTRUCCION CON UNA LAMINA (14) POR EJEMPLO DE PLASTICO Y EN EL QUE SE DISPONE UNOS MEDIOS DE DRENAJE (20) BAJO EL NIVEL DEL PISO. EN UN METODO CONOCIDO DE ESTE TIPO LA LAMINA SE DISPONE EN UN ESPACIO DE CONSTRUCCION, CUYOS LADOS ESTAN UNIDOS CON EL TERRENO CON UN DECLIVE NATURAL. ESTO REQUIERE MUCHO ESPACIO QUE SE QUITA DE FORMA PERMANENTE DEL AREA QUE RODEA LA ESTRUCTURA. AUN MAS, ESTO REQUIERE MAS TRABAJO EN EL TERRENO. ADEMAS, LA SUPERFICIE ENCERRADA POR LA LAMINA RECOGE MUCHA AGUA QUE DEBE DE BOMBEADA HACIA EL EXTERIOR. LA INVENCION TIENE POR OBJETO REDUCIR AL MENOS PARCIALMENTE LOS DEFECTOS DEL METODO YA CONOCIDO. PARA ESTE PROPOSITO EL METODO DE ACUERDO CON LA INVENCION TIENE LA CARACTERISTICA DE QUE EL AREA DE EXCAVACION DE LA CONSTRUCCION (5) ESTA CERRADA CON AL MENOS UNA PARED DE EXCAVACION DE CONSTRUCCION DE PERFILES DE ACERO (3).THE INVENTION REFERS TO A METHOD FOR BUILDING A STRUCTURE IN THE LAND (1) WITH A FLOOR SITUATED ON A LEVEL (9) BELOW THE LEVEL OF THE LAND, IN WHICH AT LEAST ONE CONSTRUCTION EXCAVATION AREA (5) THE LAND IS DIGGED UP TO A LEVEL THAT IS LOWER THAN THE LEVEL OF THE FLOOR (9), IN WHICH, AFTER THE LAND EXCAVATION, A CONSTRUCTION SPACE (5) IS CLOSED WITHIN THE CONSTRUCTION EXCAVATION AREA (14 ) FOR EXAMPLE OF PLASTIC AND IN WHICH A DRAINAGE MEANS (20) IS DISPOSED UNDER THE LEVEL OF THE FLOOR. IN A KNOWN METHOD OF THIS TYPE THE SHEET IS DISPOSED IN A CONSTRUCTION SPACE, WHOSE SIDES ARE UNITED WITH THE LAND WITH A NATURAL DECLINE. THIS REQUIRES A LOT OF SPACE THAT IS PERMANENTLY REMOVED FROM THE AREA SURROUNDING THE STRUCTURE. EVEN MORE, THIS REQUIRES MORE WORK ON THE FIELD. IN ADDITION, THE SURFACE ENCLOSED BY THE SHEET COLLECTS A LOT OF WATER THAT MUST BE PUMPED OUTSIDE. THE INVENTION AIMS TO REDUCE AT LEAST PARTIALLY THE DEFECTS OF THE METHOD ALREADY KNOWN. FOR THIS PURPOSE THE METHOD OF ACCORDING TO THE INVENTION HAS THE CHARACTERISTIC THAT THE CONSTRUCTION EXCAVATION AREA (5) IS CLOSED WITH AT LEAST ONE EXCAVATION WALL OF STEEL PROFILE CONSTRUCTION (3).

ES94917834T 1993-06-10 1994-06-10 METHOD FOR BUILDING A STRUCTURE ON THE GROUND. Expired - Lifetime ES2114201T3 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
BE9300586A BE1007279A3 (en) 1993-06-10 1993-06-10 Method for the floor of a building structure.

Publications (1)

Publication Number Publication Date
ES2114201T3 true ES2114201T3 (en) 1998-05-16

Family

ID=3887089

Family Applications (1)

Application Number Title Priority Date Filing Date
ES94917834T Expired - Lifetime ES2114201T3 (en) 1993-06-10 1994-06-10 METHOD FOR BUILDING A STRUCTURE ON THE GROUND.

Country Status (8)

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

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL1010170C2 (en) * 1998-09-23 2000-03-24 Genap B V Preparing watertight excavation site below water table using film involves clamping film between cover walls and mounting walls attached to vertical dam walls
NL2002008C (en) * 2008-09-22 2010-03-23 Attema Kunststoffenind SLAB.
CN104480944B (en) * 2014-11-27 2016-04-06 中建一局集团第五建筑有限公司 Unearthed pits rampway structure and construction method thereof
CN110924399A (en) * 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 Deep foundation pit earthwork excavation method

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6059229A (en) * 1983-09-12 1985-04-05 Hazama Gumi Ltd Sheathing work using air-tight sheet
JPS6436818A (en) * 1987-07-31 1989-02-07 Toyo Tire & Rubber Co Water-proofing work for cut-off wall construction

Also Published As

Publication number Publication date
GR3026614T3 (en) 1998-07-31
DK0655099T3 (en) 1998-12-28
DE69409205T2 (en) 1998-07-16
EP0655099A1 (en) 1995-05-31
BE1007279A3 (en) 1995-05-09
WO1994029532A1 (en) 1994-12-22
AU6938394A (en) 1995-01-03
EP0655099B1 (en) 1998-03-25
DE69409205D1 (en) 1998-04-30

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