EP3488058A1 - Système de bâtiment, en particulier bâtiment résidentiel ou de travail - Google Patents

Système de bâtiment, en particulier bâtiment résidentiel ou de travail

Info

Publication number
EP3488058A1
EP3488058A1 EP17742420.7A EP17742420A EP3488058A1 EP 3488058 A1 EP3488058 A1 EP 3488058A1 EP 17742420 A EP17742420 A EP 17742420A EP 3488058 A1 EP3488058 A1 EP 3488058A1
Authority
EP
European Patent Office
Prior art keywords
posts
building
floor
building system
ceiling
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
EP17742420.7A
Other languages
German (de)
English (en)
Other versions
EP3488058B1 (fr
Inventor
Andre Ter Huurne
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP3488058A1 publication Critical patent/EP3488058A1/fr
Application granted granted Critical
Publication of EP3488058B1 publication Critical patent/EP3488058B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
    • E04B2/706—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with supporting function
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E04B1/2612—Joist hangers

Definitions

  • Building system in particular residential or work building
  • the invention relates to a building system, in particular residential or work building, according to the preamble of claim 1.
  • the invention is therefore an object of the invention to provide a building system, in particular residential or work building, which can be built easily with a few workers, can be used in the largely standardized components that has a high stability and is inexpensive to produce.
  • the invention is based on a building system with outer walls erected on a base plate, the supporting structure of which is formed of posts arranged substantially at a spacing between the base plate and the floor slab.
  • the foot ends of the posts on projecting first pin, which engage in first pin holes of a predominantlyschwelle, which is arranged on the edge side on the bottom plate, wherein the pin holes are formed at a pitch in the facedschwelle.
  • the head ends of the posts have second pins, which are inserted into a headframe arranged on the floor ceiling Kophrähme having formed at a pitch in the Kopfrähme second pin holes.
  • the head ends of the posts also have a directed to the building interior paragraph on which an edge beam for receiving ceiling beams of the floor ceiling is placed.
  • the posts used in the invention thus have end-side pins which can be used in mortise holes of a foot sill or a head frame. This makes it possible that the posts can be used individually with their lower pin in the mortise holes of the contemplatschwelle, where they are vertically oriented largely fixed without further attachment or holding means. Then can be applied to the top of the post, the Kophrähme, which also has arranged in the grid spacing pin holes, in which engage the provided on the top of the post pins.
  • the pins of the posts can be gradually introduced into the mortise holes of Kopfrähme, so that as soon as all the pins of the posts are inserted into the mortises of the Kopfrähme, already a finished wall is formed.
  • a circumferential edge beam is placed, which forms the support beam for the ceiling beams of the floor ceiling.
  • the Kopehähme does not serve to accommodate the bearing forces of the floor slab, but their function is essentially only to align the posts and secure the desired grid spacing.
  • the construction of a wall can be carried out without machine use, since the posts are individually placed on the Stanfordschwelle and the Kopfrähme can be easily placed on the tops of the post, if necessary, with the help of a small scaffold or stepladders. Accordingly, the edge bar can be placed on the shoulder of the posts.
  • the cross-section of the pins and pin holes may have any shape, with a round, oval, rectangular or square shape being preferred.
  • the floor slabs are preferably formed by OSB boards, which are designed in one or more layers, possibly with the formation of gaps. Also, the intermediate plate between the Kopfrähme the lower floor and the submiträhme the upper floor is preferably formed as an OSB board.
  • the posts are preferably formed of laminated wood, but also solid wood posts can be used.
  • the posts of the building are preferably covered on the outside and inside with cover plates, wherein in the space between the cover plates and the post insulating material is introduced.
  • the cover panels provide the building with horizontal stability without the need for tie bars or diagonal braces.
  • Fig. 3 is a view in which the posts are inserted into the hypothetical structure.
  • Fig. 11 shows the step of attaching the wall panels.
  • FIG. 1 The perspective view shown in Fig. 1 shows a residential building 1 with a ground floor 2 and an upper floor 3, which is covered by a flat roof 4.
  • the building has doors 5 and windows 6.
  • a corner window 7 is shown in which, unlike described below, in addition a corner support 8 is provided.
  • a marginal equalization threshold 10 is first designed, are arranged on the crabschwellen 11.
  • the cross section of the compensation threshold 10 substantially corresponds to the cross section of the foot sill 11.
  • the satisfiedschwelle 11 has formed in the grid spacing through pin holes, which are square in the example shown. Other cross-sectional shapes such as round, oval or rectangular are also possible.
  • the pitch of the mortise holes is preferably 62.5 cm.
  • Fig. 3 shows the patch on the complicatschwelle 11 post 12 having at their lower end respectively pins which engage in the pin holes of the complicatschwelle 11.
  • the posts also have pins which engage in mortise holes of a head frame 13.
  • the placement of the Kopefrähme 13 on the erected posts 12 takes place in the Way that the easily bendable Kopehähme is placed on a wall side starting on the posts and thereby brought into engagement with the pins of the posts 12 and the other pins are gradually introduced into the Kophrähme until all posts are connected to the Kophrähme.
  • the posts 12 also have paragraphs 23, which, as will be shown, the inclusion of edge beam 18 are used.
  • the posts are made in particular of laminated wood and can be placed by hand on the primaschwelle 11 with their lower-side pins engage in the mortise holes of the primeschwelle 11.
  • Fig. 5 shows a sectional view of the connecting portion between a post 12, a post 25 of the second floor and the floor slab between the first and second floor.
  • the post 12 has a lower-side pin 15 for engagement in theticianschwelle 11, as well as an upper-side pin 16 for engagement with the Kopfrähme 13.
  • an intermediate plate 17 is placed, which forms the basis for theticianschwelle 24 of the upper floor, in which the post 25 of the upper floor is used with its pin 14.
  • On the angular shoulder 23 of the post 12 of the edge bar 18 is placed, which has on its inside receiving shoes 19 which are fastened by means of screws or nails on the edge beam 18.
  • a ceiling joist 20 is inserted.
  • OSB plates 21 are placed, which form the floor ceiling of the ground floor.
  • a windproof insulating film 22 is inserted, which is passed at its upper edge between the intermediate plate 17 and the OSB plate 21 and extends to the inner wall of the upper floor, not shown.
  • Fig. 6 shows the step of inserting the ceiling beams 20 in the receiving shoes, not shown, on the inside of the edge beam 18th
  • FIG. 7 shows the completed ground floor with offset OSB panels 21.
  • Fig. 8 shows the structure of the upper floor with posts 25, which are covered and connected in the same way as in the ground floor with a Kopfrähme 26.
  • the post 25 On the inside of the post 25 is also a paragraph 28, however, has a greater height than the ground floor to form a projecting edge region of the wall on the roof can
  • FIG 10 shows the ceiling beams 29 fastened to the edge beams in the same way as on the ground floor and OSB panels 30 laid thereon to form the floor slab of the second upper floor.
  • Fig. 11 shows the step of attaching the outside cover plates 31 to the posts, the cover plates having a size each covering a grid between two adjacent posts and sill and head frame.
  • inside wall panels can be fastened to the posts, wherein, alternatively, larger panels, such as gypsum-concrete panels, can also be used.
  • the spaces between the posts are filled with insulating material, such as rock wool or the like.
  • the internal layout of the building can be designed as desired, the wall structure of the inner walls similar to the wall construction of the outer walls with posts may be formed, which also have pin ends, which can engage in readilyschwellen or provided accordingly with pin holes ceiling beams.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Residential Or Office Buildings (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

L'invention concerne un système de bâtiment, en particulier un bâtiment résidentiel ou de travail, comprenant des parois extérieures érigées sur une plaque de plancher (9), parois extérieures dont la structure de soutien est formée à partir de poteaux (12) disposés sensiblement avec espacement entre la plaque de plancher et le plafond. Les extrémités formant pieds des poteaux comprennent des premiers tenons (15) saillants qui s'engagent dans des premières mortaises d'une sablière basse (11) qui est disposée sur la plaque de plancher en bordure de celle-ci, les mortaises étant formées dans la sablière basse (11) avec espacement. Les extrémités formant têtes des poteaux comprennent des seconds tenons (16) qui sont insérés dans une sablière haute (13) disposée sur le plafond en bordure de celui-ci, laquelle comprend des secondes mortaises formées dans la sablière haute (13) avec espacement. Les extrémités formant têtes des poteaux (12) comprennent un épaulement (23) orienté vers l'intérieur du bâtiment, épaulement sur lequel est placée une poutre de rive (18) servant à recevoir des solives (20) du plafond.
EP17742420.7A 2016-07-20 2017-07-19 Système de construction, en particulier bâtiment residentiel ou bureaux Active EP3488058B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102016113369.8A DE102016113369A1 (de) 2016-07-20 2016-07-20 Gebäudesystem, insbesondere Wohn- oder Arbeitsgebäude
PCT/EP2017/068215 WO2018015426A1 (fr) 2016-07-20 2017-07-19 Système de bâtiment, en particulier bâtiment résidentiel ou de travail

Publications (2)

Publication Number Publication Date
EP3488058A1 true EP3488058A1 (fr) 2019-05-29
EP3488058B1 EP3488058B1 (fr) 2023-02-15

Family

ID=59383560

Family Applications (1)

Application Number Title Priority Date Filing Date
EP17742420.7A Active EP3488058B1 (fr) 2016-07-20 2017-07-19 Système de construction, en particulier bâtiment residentiel ou bureaux

Country Status (3)

Country Link
EP (1) EP3488058B1 (fr)
DE (1) DE102016113369A1 (fr)
WO (1) WO2018015426A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2615132A (en) * 2022-01-31 2023-08-02 Citu Group Dev Ltd A modular building assembly

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE1028308B1 (nl) * 2020-05-15 2021-12-16 Wfr Bvba Draagstructuur voor een houtskeletconstructie en werkwijze voor het vervaardigen ervan

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR518612A (fr) * 1919-06-14 1921-05-28 Olof Boecker Procédé pour monter, démonter et remonter les constructions en bois et pans de bois
CA862969A (en) * 1968-05-04 1971-02-09 E. L. Moase Phillip Joist hanger
DE8416677U1 (de) * 1984-06-01 1985-09-26 Teba Verkaufsgesellschaft mbH für Therm-Estriche und baubiologische Ausbaueigenheime, 5451 Oberhonnefeld Holzständerbausatz mit Rundzapfen
FR2736073B1 (fr) * 1995-06-27 1997-09-12 Lepelletier Thierry Systeme constructif global par combinaisons d'elements de base pre-usines et procede de montage
WO2015011300A1 (fr) * 2013-07-24 2015-01-29 Alberto Corral Arquitecto S.L. Procédé de construction pour réaliser des édifications à structure préfabriquée

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2615132A (en) * 2022-01-31 2023-08-02 Citu Group Dev Ltd A modular building assembly
GB2615132B (en) * 2022-01-31 2024-06-19 Citu Group Dev Ltd A modular building assembly

Also Published As

Publication number Publication date
WO2018015426A1 (fr) 2018-01-25
DE102016113369A1 (de) 2018-01-25
NZ743326A (en) 2019-12-20
EP3488058B1 (fr) 2023-02-15

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