EP1777351A1 - Méthode d'édification d'une partie d'ouvrage, en particulier d'une cuve de cave puis de cette cave - Google Patents

Méthode d'édification d'une partie d'ouvrage, en particulier d'une cuve de cave puis de cette cave Download PDF

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Publication number
EP1777351A1
EP1777351A1 EP06019511A EP06019511A EP1777351A1 EP 1777351 A1 EP1777351 A1 EP 1777351A1 EP 06019511 A EP06019511 A EP 06019511A EP 06019511 A EP06019511 A EP 06019511A EP 1777351 A1 EP1777351 A1 EP 1777351A1
Authority
EP
European Patent Office
Prior art keywords
wall
sealing
concrete
sealing material
sealing surface
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.)
Granted
Application number
EP06019511A
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German (de)
English (en)
Other versions
EP1777351B1 (fr
Inventor
Roland Wolf
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Individual
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Individual
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Publication of EP1777351A1 publication Critical patent/EP1777351A1/fr
Application granted granted Critical
Publication of EP1777351B1 publication Critical patent/EP1777351B1/fr
Not-in-force legal-status Critical Current
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E04B1/6806—Waterstops

Definitions

  • the invention relates to a method for producing a building part, in particular a basement sump and a building part produced by such a method and a wall element for such a method and building part.
  • a suitable sealant is for example in the EP 0 796 951 B1 described.
  • the carrier may, for. B. be a plastic film or bitumen film.
  • the carrier can in a preferred embodiment in turn via a second sealing surface, which has a sealing material and forms a second creep-water-tight interface to the concrete of the wall element, be brought into contact with the fresh concrete for the production of the wall element and remain thereon.
  • a second sealing surface which has a sealing material and forms a second creep-water-tight interface to the concrete of the wall element, be brought into contact with the fresh concrete for the production of the wall element and remain thereon.
  • it is then essential to pay attention only to the sealing of wall joints and to good contact of the prepared first sealing surfaces with the fresh concrete of the base plate.
  • a reliable tightness of a building part produced by the process according to the invention is in particular its fast and inexpensive construction on the site due to the already done by the solid concrete precast parts of the wall assembly with the prepared sealing surfaces preparatory work of importance.
  • the first sealing surface is advantageously arranged substantially in the plane of the outer wall surface of the respective wall element.
  • the first sealing surface advantageously comprises at least one first contact surface which points away from the interior space enclosed by the wall arrangement.
  • the first sealing surface is present only on a surface facing away from the wall element of a flat thin carrier, which forms a Kriechwasser Why interface to the concrete of the wall panel via a second sealing surface with sealing material on a wall element assigning surface.
  • the second sealing surface extends downwards advantageously up to the lower edge of the wall element.
  • the first sealing surface has a second contact surface on the side of the flat carrier lying opposite the first contact surface, which lies below the underside of the outer wall surface of the wall element.
  • the flat thin support advantageously protrudes downwardly beyond the lower edge of the outer wall surface in the precast wall panel.
  • said sealing material is provided on both opposite sides of the carrier.
  • the carrier TR is advantageously completely coated on a side facing the wall plate with sealing material as the second sealing surface DF2, which is in contact with the hardening fresh concrete for the wall plate WP in the production of the concrete wall plate and forms a creeping water-tight interface with this.
  • the second sealing surface DF2 advantageously forms with the second contact surface KF2 a continuous layer of sealing material.
  • a wall element of the kind outlined in FIG. 1 is present, possibly even without the sealing material of the first contact surface K1.
  • the lower edge of the downwardly projecting portion of the carrier is vertically spaced from the film BF or the base, preferably at least half the height of the bottom plate.
  • the bottom plate projects laterally beyond the outer wall surfaces of the wall assembly.
  • the multi-shell wall element is not filled with concrete as material in the core space, but the core space is filled with heat-insulating material WB. Since the core space is already in the dry area due to the sealing already carried out on the outer shell WSA via the first and second sealing surfaces, thermal insulation materials which are not watertight and / or rot-proof can be used.
  • the heat-insulating material is advantageously already introduced into the core space during the production of the multi-shell wall element in the precast plant.
  • the section 4.U is at the height of the first and second contact surfaces, the section 4.O above these contact surfaces.
  • the first contact surfaces K1.1 and K1.2, as shown in section 4.U, are not guided to the side walls of the wall panels or the side edges of the extensions TU.1 or TU.2 of the carriers, but end away from them that the gap between the adjacent first contact surfaces is substantially wider than LU.
  • a sealing strip DS is applied from the outside to the support TR.1 and TR.2 including the extensions and connected watertight with these.
  • the sealing strip DS is advantageously also made of polyethylene and is permanently watertight connected to the carrier by thermal welding, so that the gaps LU bridging continuously waterproof shell of the carrier created with the sealing strip.
  • the sealing strip DS extends to the lower edge of the carrier, where it extends between the farther apart contact surfaces K1.1 and K1.2, as can be seen from the section 4.U.
  • a layer of sealing material is applied as the third sealing surface DF3 over the sealing strip and up to the spaced first contact surfaces K1.1 and K1.2, which can be present in particular as strips of sealing material.
  • Contour areas on the sealing strip DS and / or the first contact surfaces can be replaced by further sealing material MV, z. B. be filled in viscous form.
  • Fig. 6, with an enlarged section 6.1 shows a further advantageous embodiment of a wall element, the underside of which, unlike the embodiment of FIG. 1 is not flat, but from a lower level UE to the outer wall surface towards an upwardly recessed level with a opposite to the plane UE upwardly offset, facing down surface US has.
  • the carrier TR connected to the outer wall surface of the wall plate protrudes downward beyond the surface US, in particular, almost to the plane UE.
  • the second contact surface K2 of the first sealing surface DF1 has the recess formed by the step.
  • the prefabricated wall element can thereby be advantageously set up without damage to the protruding part of the support TR and connected to this first sealing surface with the lower level on a footprint, z. B. for storage or during transport.
  • a multi-shell cavity wall finished part in contrast to the sketched in Fig. 4 embodiment according to the embodiment of FIG. 7 may be provided to end the inner wall shell in a lower level UE and the lower edge UA of the outer wall shell, with the outer wall of the support TR is connected to arrange upwardly offset against UE, so that the wall element without damaging the over UA down protruding support TR can be placed with the lower edge of the inner wall shell.
  • the contact surface K1 can be seen at the lower edge of the carrier over this lower edge up to the sealing surface DF2 facing the concrete of the wall element and forming a creep-water-tight interface and / or on the outwardly facing side of the carrier upward Sealing material surface K3 continued uninterrupted.
  • the sealing surface K1 is advantageously also provided at its continuation beyond the lower edge with a peelable protective film.
  • the protective film can also continue on the outside of the carrier up over the surface K3.
  • the mechanical Protective layer is advantageously flexible and / or compressible in itself.
  • the protective layer MS may be formed by a non-woven or the like in an advantageous embodiment.
  • the thickness of the protective layer MS is advantageously substantial, in particular at least twice greater than the thickness of the carrier TR.
  • the carrier TR consists in an advantageous embodiment of a waterproof plastic film, in particular polyethylene, with a thickness of preferably 0.05 mm to 1 mm, in particular 0.1 to 0.5 mm.
  • the thickness of the sealing layers DF1, DF2 is advantageously in the same thickness range.
  • the thickness of the protective layer MS is advantageously in a range of 1 mm to 5 mm.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Building Environments (AREA)
  • Cosmetics (AREA)
  • Residential Or Office Buildings (AREA)
EP06019511A 2005-10-24 2006-09-19 Méthode d'édification d'une partie d'ouvrage, en particulier d'une cave et partie d'ouvrage ainsi réalisée Not-in-force EP1777351B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102005051161 2005-10-24

Publications (2)

Publication Number Publication Date
EP1777351A1 true EP1777351A1 (fr) 2007-04-25
EP1777351B1 EP1777351B1 (fr) 2010-04-14

Family

ID=37603758

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06019511A Not-in-force EP1777351B1 (fr) 2005-10-24 2006-09-19 Méthode d'édification d'une partie d'ouvrage, en particulier d'une cave et partie d'ouvrage ainsi réalisée

Country Status (3)

Country Link
EP (1) EP1777351B1 (fr)
AT (1) ATE464437T1 (fr)
DE (1) DE502006006683D1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114277924A (zh) * 2022-01-14 2022-04-05 海南大学 超大污水处理池结构及其施工方法

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58113428A (ja) * 1981-12-28 1983-07-06 Misawa Homes Co Ltd ユニツトによる半地下室の形成方法
DE29604897U1 (de) * 1996-03-16 1996-05-23 Heidelberger Dämmsysteme GmbH, 69115 Heidelberg Drainage-, Dichtungs- und/oder Wärmedämmplatte
DE10256813A1 (de) * 2002-12-04 2004-06-24 Roland Wolf Beton-Bauteile und Verfahren zu deren Herstellung
DE10256811A1 (de) * 2002-12-04 2004-06-24 Roland Wolf Beton-Bauteile und Bauwerke mit solchen sowie Verfahren zu deren Herstellung
WO2005005734A1 (fr) * 2003-07-10 2005-01-20 Paul John Lyden Structure de batiment et procede de formation d'une structure de batiment
WO2005028769A1 (fr) * 2003-09-16 2005-03-31 Henkel Kgaa Panneau barriere, ensemble et utilisation
DE102004007709A1 (de) * 2004-02-16 2005-08-25 Roland Wolf Randschalvorrichtung zur Herstellung von bewehrten Beton-Bodenplatten und Verfahren zur Herstellung eines Bauwerkteils mit einer solchen Randschalvorrichtung

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58113428A (ja) * 1981-12-28 1983-07-06 Misawa Homes Co Ltd ユニツトによる半地下室の形成方法
DE29604897U1 (de) * 1996-03-16 1996-05-23 Heidelberger Dämmsysteme GmbH, 69115 Heidelberg Drainage-, Dichtungs- und/oder Wärmedämmplatte
DE10256813A1 (de) * 2002-12-04 2004-06-24 Roland Wolf Beton-Bauteile und Verfahren zu deren Herstellung
DE10256811A1 (de) * 2002-12-04 2004-06-24 Roland Wolf Beton-Bauteile und Bauwerke mit solchen sowie Verfahren zu deren Herstellung
WO2005005734A1 (fr) * 2003-07-10 2005-01-20 Paul John Lyden Structure de batiment et procede de formation d'une structure de batiment
WO2005028769A1 (fr) * 2003-09-16 2005-03-31 Henkel Kgaa Panneau barriere, ensemble et utilisation
DE102004007709A1 (de) * 2004-02-16 2005-08-25 Roland Wolf Randschalvorrichtung zur Herstellung von bewehrten Beton-Bodenplatten und Verfahren zur Herstellung eines Bauwerkteils mit einer solchen Randschalvorrichtung

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114277924A (zh) * 2022-01-14 2022-04-05 海南大学 超大污水处理池结构及其施工方法

Also Published As

Publication number Publication date
DE502006006683D1 (de) 2010-05-27
EP1777351B1 (fr) 2010-04-14
ATE464437T1 (de) 2010-04-15

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