NL1032284C2 - Build crawlless. - Google Patents

Build crawlless. Download PDF

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Publication number
NL1032284C2
NL1032284C2 NL1032284A NL1032284A NL1032284C2 NL 1032284 C2 NL1032284 C2 NL 1032284C2 NL 1032284 A NL1032284 A NL 1032284A NL 1032284 A NL1032284 A NL 1032284A NL 1032284 C2 NL1032284 C2 NL 1032284C2
Authority
NL
Netherlands
Prior art keywords
crawlless
build
floor
space
polystyrene
Prior art date
Application number
NL1032284A
Other languages
Dutch (nl)
Other versions
NL1032284A1 (en
Inventor
Sietse Wiersma
Original Assignee
Sietse Wiersma
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
Priority claimed from NL1030098A external-priority patent/NL1030098C1/en
Application filed by Sietse Wiersma filed Critical Sietse Wiersma
Priority to NL1032284A priority Critical patent/NL1032284C2/en
Publication of NL1032284A1 publication Critical patent/NL1032284A1/en
Application granted granted Critical
Publication of NL1032284C2 publication Critical patent/NL1032284C2/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E02D27/02—Flat foundations without substantial excavation
    • 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
    • E04B1/0007—Base structures; Cellars

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • Paleontology (AREA)
  • Architecture (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Electromagnetism (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Building Environments (AREA)
  • Foundations (AREA)

Description

Kruipruimteloos bouwen.Build crawlless.

Omschrijving probleem.Description of the problem.

Bij traditioneel bouwen wordt er eerst een fundering gemaakt, vervolgens 5. worden de leidingen opgehangen en wordt er een prefab elementen vloer geplaatst, op de begane grond.With traditional construction, a foundation is first made, then the pipes are suspended and a prefab element floor is placed on the ground floor.

De ruimte onder de elementen op de begane grond wordt de kruipruimte genoemd.The space under the elements on the ground floor is called the crawl space.

Vervolgens moet er zorg voor worden gedragen om voldoende 10 ventilatie in de kruipruimte te verkrijgen.Care must then be taken to obtain adequate ventilation in the crawl space.

Deze methode is duur en zeer tijdrovend, tevens maakt men een ruimte onder de bebouwing welke in de regel altijd vochtig is.This method is expensive and very time-consuming, and one also creates a space under the building which is generally always moist.

De vloerelementen staan de warmte aan de vochtige ondergrond en kruipruimte af, hierdoor heeft men veel energieverlies.The floor elements transfer the heat to the damp surface and crawl space, which means that there is a lot of energy loss.

1515

Onze oplossing:Our solution:

De uitvinding zal hieronder nader worden uiteengezet aan de hand van een in de tekening weergegeven uitvoeringsvoorbeeld volgens de 20 uitvinding.The invention will be explained in more detail below with reference to an exemplary embodiment of the invention shown in the drawing.

De materialen zoals getekend in de tekening zijn bestaande materialen en vallen als zodanig niet onder de uitvinding, edoch de werkwijze is nieuw en wordt als zodanig ook beschreven.The materials as drawn in the drawing are existing materials and as such are not covered by the invention, yet the method is new and is described as such.

25 Wanneer de bouwput is ontgraven, wordt er als eerste (1 ) de polystyreen bekisting geplaatst.25 When the excavation site is excavated, the polystyrene formwork is placed first (1).

Vervolgens wordt de funderingwapening (2 ) in de polystyreen bekisting geplaatst.The foundation reinforcement (2) is then placed in the polystyrene formwork.

Vervolgens wordt de uitgekomen grond (4 ) gebruikt om de 30 buitenkant van de polystyreen bekisting aan te vullen.Subsequently the hatched soil (4) is used to supplement the outside of the polystyrene formwork.

Aan de binnenzijden ( 3) tussen de polystyreen bekistingen in, wordt de ruimte gevuld met geexpandeerde kleikorrels of lava of gelijkwaardig waterinfiltrerend materiaal welke dienst doet als verloren bekisting.On the inner sides (3) between the polystyrene formworks, the space is filled with expanded clay pellets or lava or equivalent water-infiltrating material which serves as lost formwork.

1 032 2 84 21 032 2 84 2

Vervolgens worden er kunststof noppenmatten (5) over de laag geexpandeerde kleikorrels of lava of gelijkwaardig waterinfiltrerend materiaal geplaatst.Plastic bubble mats (5) are then placed over the layer of expanded clay granules or lava or equivalent water-infiltrating material.

Voordat de vloer wordt gestort worden in deze noppenmat alle leidingen 5 (6 ) aangebracht welke noodzakelijk zijn.Before the floor is poured, all pipes 5 (6) that are necessary are laid in this stud mat.

Vervolgens wordt de betonvloer en de fundering in een keer gestort. Voor de vloer worden er kunststofvezels (7 ) als constructieve wapening aan de beton toegevoegd.The concrete floor and the foundation are then poured in one go. Plastic fibers (7) are added to the concrete as structural reinforcement for the floor.

10322841032284

Claims (1)

20 Door het gebruik van kunststofvezels als constructieve wapening in de vloer vervalt de arbeid van het plaatsen van stalen (traditionele wapening ) netten. 1 032 284The use of plastic fibers as structural reinforcement in the floor eliminates the labor of installing steel (traditional reinforcement) nets. 1 032 284
NL1032284A 2005-10-03 2006-08-08 Build crawlless. NL1032284C2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
NL1032284A NL1032284C2 (en) 2005-10-03 2006-08-08 Build crawlless.

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
NL1030098 2005-10-03
NL1030098A NL1030098C1 (en) 2005-10-03 2005-10-03 Building construction method, comprises placing expanded clay particles, heat shield and pipes in polystyrene box inside excavated area and casting foundation
NL1032284A NL1032284C2 (en) 2005-10-03 2006-08-08 Build crawlless.
NL1032284 2006-08-08

Publications (2)

Publication Number Publication Date
NL1032284A1 NL1032284A1 (en) 2007-04-04
NL1032284C2 true NL1032284C2 (en) 2008-02-06

Family

ID=39229572

Family Applications (1)

Application Number Title Priority Date Filing Date
NL1032284A NL1032284C2 (en) 2005-10-03 2006-08-08 Build crawlless.

Country Status (1)

Country Link
NL (1) NL1032284C2 (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB773192A (en) * 1953-10-08 1957-04-24 Dick Martin Beams
US3673750A (en) * 1968-06-10 1972-07-04 Svenska Icopalfabriken Ab Bottom for buildings without basement, and a method of making such bottom
US3797800A (en) * 1971-06-02 1974-03-19 E Loy Portable reusable form for concrete foundations
DE2933501A1 (en) * 1979-08-18 1981-03-26 Udo Ing.(grad.) 34277 Fuldabrück Stahr External cavity wall damp proof insulation filling - has air envelopes of size preventing occurrence of capillary effect
FR2613402A1 (en) * 1987-04-01 1988-10-07 Ind Prefabrication Load-bearing construction panel comprising a layer of insulation
US5174083A (en) * 1991-03-28 1992-12-29 Mussell Barry D Concrete slab forming system
DE19506065A1 (en) * 1995-02-22 1996-08-29 Marion Schiller Insulation brick for inner and outer walls

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB773192A (en) * 1953-10-08 1957-04-24 Dick Martin Beams
US3673750A (en) * 1968-06-10 1972-07-04 Svenska Icopalfabriken Ab Bottom for buildings without basement, and a method of making such bottom
US3797800A (en) * 1971-06-02 1974-03-19 E Loy Portable reusable form for concrete foundations
DE2933501A1 (en) * 1979-08-18 1981-03-26 Udo Ing.(grad.) 34277 Fuldabrück Stahr External cavity wall damp proof insulation filling - has air envelopes of size preventing occurrence of capillary effect
FR2613402A1 (en) * 1987-04-01 1988-10-07 Ind Prefabrication Load-bearing construction panel comprising a layer of insulation
US5174083A (en) * 1991-03-28 1992-12-29 Mussell Barry D Concrete slab forming system
DE19506065A1 (en) * 1995-02-22 1996-08-29 Marion Schiller Insulation brick for inner and outer walls

Also Published As

Publication number Publication date
NL1032284A1 (en) 2007-04-04

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AD1A A request for search or an international type search has been filed
RD2N Patents in respect of which a decision has been taken or a report has been made (novelty report)

Effective date: 20071205

PD2B A search report has been drawn up
MM Lapsed because of non-payment of the annual fee

Effective date: 20160901