EP2871297A1 - Structure de bâtiment comprenant une fondation energétiquement économe et méthode pour former une telle fondation - Google Patents

Structure de bâtiment comprenant une fondation energétiquement économe et méthode pour former une telle fondation Download PDF

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Publication number
EP2871297A1
EP2871297A1 EP20140187432 EP14187432A EP2871297A1 EP 2871297 A1 EP2871297 A1 EP 2871297A1 EP 20140187432 EP20140187432 EP 20140187432 EP 14187432 A EP14187432 A EP 14187432A EP 2871297 A1 EP2871297 A1 EP 2871297A1
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EP
European Patent Office
Prior art keywords
foundation
layer
wall
building
building structure
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.)
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Application number
EP20140187432
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German (de)
English (en)
Inventor
Erik Gustavsson
Yngve Lörup
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.)
E G Bygg AB
Original Assignee
E G Bygg AB
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Filing date
Publication date
Application filed by E G Bygg AB filed Critical E G Bygg AB
Publication of EP2871297A1 publication Critical patent/EP2871297A1/fr
Withdrawn legal-status Critical Current

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    • 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
    • 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
    • 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
    • E02D27/016—Flat foundations made mainly from prefabricated concrete elements

Definitions

  • the present invention relates to a building structure comprising an energy efficient foundation structure and a method of forming an energy efficient foundation structure for a building structure according to the independent claims.
  • Energy efficiency of the completed foundation is also a concern and there are various motivations to improve energy efficiency. Reducing energy use reduces energy costs and may for example result in financial cost savings to consumers.
  • green buildings In the field of energy efficient buildings, also known as green buildings, new technologies are constantly being developed to complement current practices in creating greener structures.
  • the common objective is that green buildings are designed to reduce the overall impact of the built environment, on human health, and the natural environment.
  • One known way of creating greener structures is to reduce heat losses in buildings.
  • EP 2317021 A1 An example disclosed in EP 2317021 A1 is mainly concerned with reduction of heat losses in buildings.
  • building structures are surrounded with continuous heat insulation and the wall structure consists of two separated structures, an inner wall structure and outer wall structure with heat insulation in-between.
  • the inner wall structure and the outer wall structure are load-bearing structures, and the building is provided with forced ventilation.
  • Introduction of the invention may limit the need for heating energy of an energy-efficient building up to 40 kWh/m2.
  • EP1317587 B1 discloses a building comprising sheets of wooden material with external walls, internal walls, floor and/or roof boards each made of wooden sheets and of a double- or multi-skinned form, thus comprising at least one inner sheet and at least one outer sheet which are separated by spacer elements and connected to each other by the same. Cavities are provided between the sheets.
  • the sheets forming the inner walls, the outer walls, the floor or roof boards are, at least in one direction, in one piece throughout.
  • a building structure which is formed from a plurality of prefabricated wall panels and a plurality of prefabricated floor slabs, a lower wall panel being shown interconnected with an outer floor slab and mounted on a support beam of an arrangement forming part of the building foundation constructed on site.
  • the wall panel has a precast concrete component and a layer of rigid insulation bonded to one face thereof over a liquid impermeable flexible membrane which extends to such a height as to define a suitable damp proof course.
  • the building method eliminates many of the steps currently performed on site in adverse conditions and enables those steps to be carried out in a controlled factory environment.
  • the inventors of the present invention have identified a need for an improved energy-effective building which is less expensive, easy and straightforward to manufacture and which provides reduced over all heat losses and quick installation on site.
  • an object of the present invention is to provide a building structure, and in particular a foundation for a building, which provides reduced heat losses.
  • a further object is to provide an alternative method of forming a foundation, which method is more cost effective, and which method facilitates the construction and decreases the time needed for total construction when forming foundations during the cold winter months.
  • the building structure comprises an energy efficient foundation structure for reducing heat losses in said building structure.
  • the building structure has at least an outer wall structure.
  • the foundation structure comprises a number of foundation elements, adapted to support said outer wall structure of said building structure, and are arranged at least partly along said outer wall structure.
  • the foundation structure further comprises a layer of aggregate covering a base area extending between said foundation elements, and a layer of floor heat insulation arranged to rest partly on said layer of aggregate and partly on said foundation elements, wherein said foundation elements, said layer of aggregate and said layer of insulation acts as a foundation structure, i.e. a base plate, adapted to support said building structure.
  • Said aggregate is preferably a stone material, wherein the stone material is e.g. crushed into suitable sizes.
  • the foundation structure consists of the foundation elements, the layer of aggregate and the layer of insulation, i.e. the foundation elements, the layer of aggregate and the layer of insulation forms, or constitutes or acts as, a base plate for the building structure, which base plate distributes in particular the vertical loads from the building structure.
  • the foundation elements are preferably arranged directly on the ground and are preferably arranged one at each corner of the building structure, i.e. under the outer wall structure, such that the foundations elements support the outer wall structure.
  • the aggregate which e.g. may be a coarse stone material, is arranged between the supporting foundation elements.
  • the foundation elements and the aggregate are preferably covering the complete base area under the building structure, i.e. which corresponds to the area enclosed by the outer wall structure.
  • the foundation structure is advantageous in that the foundation may be constructed also when there is cold weather outside, even below -10 degrees Celsius, without the total time of construction being affected.
  • the foundation structure according to the present invention is further advantageous in that heat losses through the foundation structure is reduced, in particular heat losses along the sides of the foundation structure is reduced.
  • the floor heat insulation is arranged to meet the wall heat insulation, such that cold bridges in said structure are reduced.
  • the floor heat insulation meets the wall heat insulation in its entire thickness. This contributes to the reduction of heat losses in the building.
  • said number of foundation elements are pre-fabricated or cast, wherein the outer wall structure is supported by said number foundation elements.
  • the prefabricated foundation elements support the outer wall structure in a number of places.
  • Pre-fabricated foundation elements are advantageous in that the total construction time at the site is reduced, i.e. the time for erecting the building.
  • a foundation element is arranged at each corner of the building structure.
  • foundation elements are also arranged at element joints in the building.
  • the foundations elements may be arranged to be continuous, such that the foundations elements extend continuously under and along the outer wall structure. Continuously arranged foundation elements, plastic moulded or pre-fabricated, are advantageous to use for two floor buildings, as the loads are greater.
  • the outer wall structure abuts against said number of foundation elements.
  • the outer wall structure is in direct contact with the foundation elements.
  • the outer wall structure are preferably anchored or mounted in the foundation elements.
  • the outer wall structure is provided with a layer of wall heat insulation at an inner side of said outer wall structure. This provides for reduces heat losses in the building.
  • an inner floor structure is arranged above said layer of floor heat insulation, wherein said inner floor structure is enclosed by said outer wall structure.
  • the inner floor structure is arranged on top of said layer of floor heat insulation and is in direct contact with the layer of floor heat insulation.
  • the inner floor structure being enclosed by said outer wall structure is advantageous in that said outer wall structure, being provided with a layer of wall heat insulation on an inner side, reduces heat losses through the foundation structure, and in particular through the sides of the foundation structure.
  • the inner floor structure is mounted in a floating manner.
  • the inner floor structure is arranged to be floating on the layer of floor heat insulation.
  • the cold bridges transferring heat in particular to the outer wall structure is then reduced.
  • the outer wall structure is separated from said inner floor structure with said layer of wall heat insulation.
  • direct contact between the outer wall structure and the inner floor structure is avoided, wherein cold bridges, transferring heat from the inner floor structure to said outer wall structure, are reduced.
  • the layer of wall heat insulation has a thickness T1 and said layer of floor heat insulation has a thickness T2, said thicknesses T1, T2 being essentially equal, and wherein said insulations meet in essentially their whole thickness around the circumference of said building structure.
  • the heat loss through the foundations structure and surrounding parts of the building structure is then reduced.
  • an inner wall structure rests on said inner floor structure.
  • the inner wall structure is arranged on, and is supported by, the inner floor structure, which is arranged on said foundation structure, or base plate.
  • the foundation structure i.e. the base plate, consists of foundation elements, which are pre-fabricated or cast, the layer of aggregate, i.e. the stone material, and the layer of floor heat insulation.
  • said number of foundation elements is between 1 and 20, preferably 4, and even more preferred 12 to 20.
  • the number of foundation elements may be adapted to, e.g. the quality of soil and the size of the building structure.
  • the foundation elements are preferably arranged approximately with equal distances from each other under the building, i.e. if the number of foundation elements is 12 to 20, then 3 to 5 foundation elements are arranged under each outer wall side.
  • the layer of aggregate and said foundation elements are arranged such that the layer of aggregate, i.e. the stone material, is flush with an upper surface of said foundation elements.
  • the prefabricated foundation elements and the layer of aggregate, i.e. the stone material, then form a stable foundation structure, which gives sufficient support to the building structure.
  • the present invention relates to a method of forming an energy efficient foundation structure for a building structure.
  • the method comprises arranging said foundation elements on a ground area such that said foundation elements are arranged to support said outer wall structure of said building structure, arranging an aggregate to cover a base area between said foundation elements, arranging a layer of floor heat insulation partly on said aggregate and partly on said foundation elements, such that said foundation elements, said layer of aggregate, i.e. stone material, and said a layer of insulation act as a foundation structure, supporting said building structure.
  • the foundation structure may be constructed also when it is cold weather outside, i.e. even below -10 degrees Celsius, without the total time of construction being affected.
  • the foundation elements, the layer of aggregate and the layer of insulation form or act as, a base plate, i.e. a foundation structure for the building structure which base plate distributes in particular the vertical loads from the building structure.
  • the foundation elements are preferably prefabricated, which means that they are manufactured in, e.g. a factory, and then transported to the building-site. This provides quick installation of the foundation structure, and consequently the complete building structure, on site.
  • the prefabricated foundation elements are preferably made from concrete.
  • the foundation elements may be plastic moulded.
  • the outer wall structure and the inner wall structure preferably also comprises prefabricated elements, i.e. prefabricated wall elements, being manufactured in a factory and subsequently transported to the building-site. Naturally, this also provides for quick and energy efficient installation of the building structure on site. Bearing intermediate walls are preferably prefabricated.
  • the method further comprises arranging said outer wall structure to be supported by said number of foundation elements.
  • the outer wall structure is then preferably anchored or mounted in said foundation elements, and the foundation elements aid in distributing the vertical loads from the outer wall structure, and thus the complete building structure.
  • the method further comprises arranging an inner floor structure above said layer of floor heat insulation such that said inner floor structure is enclosed by said outer wall structure.
  • the outer wall structure is preferably mounted before the inner floor structure and said layer of floor heat insulation is arranged on said layer of aggregate, i.e. stone material.
  • the building structure may be closed, i.e. by arranging the outer wall structure in place and providing the building structure with a roof structure or similar, such that the inner parts of the building structure becomes essentially a dry place, before the inner floor structure and the layer of wall heat insulation is arranged in place.
  • the method further comprises arranging said inner floor structure in a floating manner.
  • thermal bridges i.e. cold bridges, transferring heat from the inner side of the building structure to the outer side of the building structure are avoided or reduced.
  • Figure 1 shows a partly cross sectional view of a part of a building structure 1 comprising an energy efficient foundation structure 2, according to one embodiment of the present invention.
  • the building structure 1 has an outer wall structure 3.
  • the building structure 1 may further comprise, e.g. a roof structure (not shown in Figure 1 ).
  • the foundation structure 2 comprises a number of prefabricated or plastic moulded foundation elements 4, adapted to support the outer wall structure 3 of the building structure 1, and being arranged partly along the outer wall structure 3.
  • a foundation element 4 is arranged at each corner of the building structure 1.
  • the foundation structure further comprises a layer of aggregate 5 covering a base area extending between the prefabricated or plastic moulded foundation elements, i.e. under the building structure 1, and a layer of floor heat insulation 6 arranged to rest partly on the layer of aggregate 5 and partly on the prefabricated or plastic moulded foundation elements 4, wherein the prefabricated or plastic moulded foundation elements 4, the layer of aggregate 5 and the a layer of floor heat insulation 6 acts as a foundation structure 2, adapted to support the building structure 1.
  • the outer wall structure 3 is supported by the prefabricated or plastic moulded foundation elements 4.
  • the outer wall structure 3 abuts against the prefabricated or plastic moulded foundation elements 4.
  • the outer wall structure 3 is preferably arranged in direct contact with said foundation elements 4.
  • the outer wall structure 3 is provided with a layer of wall heat insulation 7 at an inner side of the outer wall structure 3, and an inner floor structure 8 is arranged above the layer of floor heat insulation 6, and wherein the inner floor structure 8 is enclosed by the outer wall structure 3.
  • the inner floor structure 8 may be mounted in a floating manner.
  • the floor heat insulation 6 and the wall heat insulation 7 may be made from e.g. cellular plastic insulation.
  • the outer wall structure 3 is separated from the inner floor structure 8 with the layer of wall heat insulation 7.
  • the layer of wall heat insulation 7 has a thickness T1 and the layer of floor heat insulation 6 has a thickness T2, the thicknesses T1, T2 being essentially equal, and wherein the insulations 6, 8 meet in essentially their whole thickness T1, T2 around the circumference of the building structure 1.
  • the thickness T1 of the wall heat insulation 7 is preferably approximately 320 mm, and the thickness T2 of the floor heat insulation 6 is preferably approximately 300 mm.
  • an inner wall structure 9, separated from the outer wall structure 3 by the layer of wall heat insulation 7, rests on the inner floor structure 8.
  • the number of prefabricated foundation elements is 4.
  • the number of prefabricated foundation elements may be between 1 and 20, preferably 12 to 20, and preferably depends on the type of building structure 1 it is adapted to support, e.g. the number of floors in the building, and the quality of the soil.
  • the layer of aggregate 5 and the foundation elements 4 are arranged such that the layer of aggregate 5, i.e. the stone material, is flush with an upper surface 10 of the foundation elements 4.
  • the upper surface 10 of the foundation elements 4 and the layer of aggregate 5, i.e. stone material together forms a supporting surface adapted to support the layer of floor heat insulation 6 at a predetermined level.
  • the foundation element 4 preferably has a height H of approximately 100 to 800 mm, preferably 200 mm.
  • Figure 2 shows a part of a building structure 1 comprising an energy efficient foundation structure 2, the foundation structure 2 comprising four foundation elements 4, according to one embodiment of the present invention.
  • the building structure 1 comprises a roof structure 11, which rests on the outer wall structure 3.
  • Figure 2 further illustrates that the floor heat insulation 6 and the wall heat insulation 7 meets each other and thus forms a continuous layer of insulation extending from the foundation structure 2 to and along the outer wall structure 3 around the circumference of the building structure 1.
  • Figure 3 shows a top view of one of the corners of the building structure 1 comprising the energy efficient foundation structure 2, according to one embodiment of the present invention.
  • the outer wall structure 3 is supported by the upper surface 10 of the foundation element 4.
  • the outer wall structure 3 and the inner wall structure 9 are separated from each other by the layer of wall heat insulation 7.
  • the foundation element 4 is essentially square shaped.
  • the foundation elements 4 may have any other suitable shape such as rectangular or circular.
  • Figure 4 shows a part of the building structure 1 comprising the energy efficient foundation structure 2, the foundation structure 2 comprising foundation elements 4 extending continuous along a side of the building structure 1, according to one embodiment of the present invention.
  • the building structure 1 is a two floor building structure 1, and one single foundation element 4 is arranged to extend continuously under and along each side of the outer wall structure 3.
  • a roof structure 11 is supported by the outer wall structure 3.
  • the present invention relates to a method of forming an energy efficient foundation structure 2 for a building structure 1.
  • the method comprises:

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)
EP20140187432 2013-10-02 2014-10-02 Structure de bâtiment comprenant une fondation energétiquement économe et méthode pour former une telle fondation Withdrawn EP2871297A1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SE1351163A SE539685C2 (sv) 2013-10-02 2013-10-02 Byggnad innefattande en energieffektiv grundkonstruktion ochett förfarande för att framställa en grundkonstruktion

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EP2871297A1 true EP2871297A1 (fr) 2015-05-13

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EP20140187432 Withdrawn EP2871297A1 (fr) 2013-10-02 2014-10-02 Structure de bâtiment comprenant une fondation energétiquement économe et méthode pour former une telle fondation

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SE (1) SE539685C2 (fr)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1997035079A1 (fr) 1996-03-19 1997-09-25 John Joseph Freeman Structures de construction
NL1009712C1 (nl) * 1998-07-22 1998-08-26 Boog Bouw Ontwikkeling Onroere Werkwijze voor het bouwen van energiezuinige gebouwen alsmede dakelementen om te gebruiken bij de werkwijze.
EP1317587B1 (fr) 2000-09-14 2006-07-26 Adolf Jandl Batiment
SE0800311L (sv) * 2008-02-12 2009-08-13 Robert Segerdahl Vägg-/isoleringskonstruktion
EP2241690A2 (fr) * 2009-02-25 2010-10-20 Klaus Nielsen Elément de fondation isolé pour monter sur une fondation de base prefabriquée
FR2950372A1 (fr) * 2009-09-18 2011-03-25 Chamois Constructeur Didier Demercastel & Associes Maison a ossature bois a inertie
EP2317021A1 (fr) 2009-10-13 2011-05-04 PassiveHouse Solutions OÜ Bâtiment éco-énergétique
BE1018967A3 (nl) * 2009-10-19 2011-12-06 Douterloigne Nv Werkwijze voor het isoleren van een gebouw en bouwsteen daarbij toegepast.

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1997035079A1 (fr) 1996-03-19 1997-09-25 John Joseph Freeman Structures de construction
NL1009712C1 (nl) * 1998-07-22 1998-08-26 Boog Bouw Ontwikkeling Onroere Werkwijze voor het bouwen van energiezuinige gebouwen alsmede dakelementen om te gebruiken bij de werkwijze.
EP1317587B1 (fr) 2000-09-14 2006-07-26 Adolf Jandl Batiment
SE0800311L (sv) * 2008-02-12 2009-08-13 Robert Segerdahl Vägg-/isoleringskonstruktion
EP2241690A2 (fr) * 2009-02-25 2010-10-20 Klaus Nielsen Elément de fondation isolé pour monter sur une fondation de base prefabriquée
FR2950372A1 (fr) * 2009-09-18 2011-03-25 Chamois Constructeur Didier Demercastel & Associes Maison a ossature bois a inertie
EP2317021A1 (fr) 2009-10-13 2011-05-04 PassiveHouse Solutions OÜ Bâtiment éco-énergétique
BE1018967A3 (nl) * 2009-10-19 2011-12-06 Douterloigne Nv Werkwijze voor het isoleren van een gebouw en bouwsteen daarbij toegepast.

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
DATABASE WPI Week 199901, Derwent World Patents Index; AN 1999-007865, XP002737885 *
DATABASE WPI Week 201203, Derwent World Patents Index; AN 2011-Q88874, XP002737886 *

Also Published As

Publication number Publication date
SE1351163A1 (sv) 2015-04-03
SE539685C2 (sv) 2017-10-31

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