EP0357151B2 - Verfahren zur Herstellung von Gebäuden - Google Patents

Verfahren zur Herstellung von Gebäuden Download PDF

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Publication number
EP0357151B2
EP0357151B2 EP89202214A EP89202214A EP0357151B2 EP 0357151 B2 EP0357151 B2 EP 0357151B2 EP 89202214 A EP89202214 A EP 89202214A EP 89202214 A EP89202214 A EP 89202214A EP 0357151 B2 EP0357151 B2 EP 0357151B2
Authority
EP
European Patent Office
Prior art keywords
layer
anchors
frames
foam
concrete
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
EP89202214A
Other languages
English (en)
French (fr)
Other versions
EP0357151A3 (en
EP0357151B1 (de
EP0357151A2 (de
Inventor
Johannes Petrus Van Eeden
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.)
INTERNATIONAL DOME SYSTEMS
Original Assignee
INTERNATIONAL DOME SYSTEMS
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
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First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=19852843&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0357151(B2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by INTERNATIONAL DOME SYSTEMS filed Critical INTERNATIONAL DOME SYSTEMS
Priority to AT89202214T priority Critical patent/ATE74393T1/de
Publication of EP0357151A2 publication Critical patent/EP0357151A2/de
Publication of EP0357151A3 publication Critical patent/EP0357151A3/en
Publication of EP0357151B1 publication Critical patent/EP0357151B1/de
Application granted granted Critical
Publication of EP0357151B2 publication Critical patent/EP0357151B2/de
Anticipated expiration legal-status Critical
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/04—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for structures of spherical, spheroid or similar shape, or for cupola structures of circular or polygonal horizontal or vertical section; Inflatable forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/04—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for structures of spherical, spheroid or similar shape, or for cupola structures of circular or polygonal horizontal or vertical section; Inflatable forms
    • E04G11/045—Inflatable forms

Definitions

  • the invention relates to a method for manufacturing a building structure in accordance with the preamble of claim 1.
  • the foam layer is applied layer by layer and the foot plates of the anchors are attached by means of adhesive to the first foam layer. This attachment is in- sufficient. Many anchors fall down under the influence of the forces which occur during spraying and due to deformations of the form by wind forces. Even after surrounding the anchor feet by the next foam layer applied over said feet said anchors are not capable to take up the loads which occur during attachment of the reinforcing rods and during spraying of the concrete.
  • Purpose of the invention is to provide a method by means of which the progress of the work is not disturbed by anchors which do not maintain their proper position.
  • the foam layer has obtained its final thickness prior to mounting the anchors it is possible to insert the bent over parts of the feet of the anchors easily into the foam layer. Due to this the anchors are quickly attached.
  • the reinforcing is one which at least in horizontal planes is pretensionable. This is made possible by the rigid attachment of the anchors.
  • Spraying of the resin can be performed such that the entire innerside of the form is covered so that a building structure is already obtained from resin such as a resin dome.
  • Mounting of the reinforcing rods can take place such that the reinforcing is completed first prior to applying the further concrete layers.
  • One, however, can also perform the work in such a way that said concrete layers are applied after mounting part of the reinforcement in which case the mounting of the reinforcing rods proceeds upwardly followed by the application of the concrete, which application of the concrete of course starts at the basis.
  • the synthetic form can remain in place or be removed respectively.
  • a movable platform lifting device having at the outer end of a swingable and extendable arm a work platform from which any position inside the blown form can be reached with spraying devices.
  • building structures of preferably dome shaped configuration in a simple manner. They can have a circular basis and be part spherical. They however may have as well an oval basis or even a rectangular basis.
  • Figure 1 shows part of a building structure according to the invention.
  • Figure 2 shows a possible embodiment of the anchor.
  • FIGS 3a to f inclusive show different phases of the method according to the invention.
  • the building structure which can be obtained with the invention has a form 1 which by blowing is brought into the proper shape and is made from plastic. Against the innerside a foam synthetic layer 2 is applied by spraying. The anchors 3 are fixed upon said layer and reinforcing rods 4 are attached to said anchors. For mounting the anchors use can be made of an auxiliary reinforcement 4' such as rods which support the anchors for and during performing further operations. The space around said reinforcing rods which is defined outwardly by the foam synthetic layer 2 is filled with concrete 5 by spraying. Prior to building the concrete layer 5 layer by layer a first layer 5' is sprayed over the feet 8 of the anchors. The plastic form 1 is connected in an air-tight manner at to a prefabricated foundation 7.
  • the anchors may have the form shown in figure 2 comprising a perforated footplate 8 having bent over tongues 9, which can be pressed into the foam synthetic layer 2 and with an outwardly extending rod or arm 10 serve for connecting to them the reinforcing rods.
  • Figure 3 showns in figure 3a diagrammatically a part of an annular foundation 7 which has to be provided.
  • Figure 3b shows the application of the form 1 in the not yet inflated condition.
  • Figure 3c shows the inflation by means of fans 11.
  • the inflated hall is provided with an air lock 12 known in itself.
  • Figure 3d shows the inflated hall in a cut-open way.
  • a working device 13 having a working platform 14 by means of which through a supply conduit 15 synthetic foam, such as polyurethane can be supplied by the schematically shown device 16 and sprayed upon the innerside of the inflated form 1.
  • synthetic foam such as polyurethane
  • Figure 3e shows the mounting of horizontal annular reinforcing rods as well as reinforcing rods extending in vertical planes, after which, as shown in figure 3f, by means of the device 13 concrete 5' and 5 respectively can be sprayed.
  • auxiliary frames can be placed with the aid of anchors upon the synthetic foam layer 3 as schematically indicated at 17 in figure 3d.
  • the plastic layer of the form and the foam layer can be cut away and a real window frame with or without glass can be placed in the opening obtained therewith.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Laminated Bodies (AREA)
  • Compositions Of Macromolecular Compounds (AREA)
  • Saccharide Compounds (AREA)
  • Building Environments (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Bridges Or Land Bridges (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)
  • Transition And Organic Metals Composition Catalysts For Addition Polymerization (AREA)

Claims (3)

  1. Verfahren zum Herstellen eines Gebäudes, bei dem eine aufblasbare Form (1), welche mit einer Einfahrtschleuse (12) versehen ist, luftdicht abschließend auf einer Basis oder einem Fundament (7) angebracht wird, welche Form (1) mit Hilfe geeigneter Einrichtungen aufgeblasen wird und nach Erreichen der genauen Gestalt durch das Aufblasen eine Schaumharzschicht (2) auf der Innenseite der Form (1) aufgesprüht wird, Anker, die jeweils eine perforierte Fußplatte (8) haben, an welcher ein Ankerstab (10) angebracht ist, mit ihren plattenförmigen Füßen (8) auf die Schaumharzschicht (2) gelegt werden, wobei die Ankerstab (10) nach innen weisen, und Bewehrungsstäbe (4) an den Ankerstäbe (10) angebracht werden, nachdem eine erste Betonschicht (5') auf die Schaumschicht (2) gesprüht wurde, dadurch gekennzeichnet, daß die Schaumharzschicht (2) zuerst hergestellt wird, bis ihre abschließend erforderliche Stärke erreicht ist, daß nur anschließend die Anker (8, 10) auf die Schaumschicht (2) gelegt und fixiert werden, indem die gebogenen Abschnitte (9), welche aus der Platte (8) ausgeschnitten und in eine Lage umgebogen sind, die senkrecht zu der Ebene der Platte (8) ist und von dem Anker (10) wegweist, eingeführt werden, und daß die erste Betonschicht (5) über die Füße (8) der Anker gesprüht wird, welche gegen die Innenseite der Schaumschicht (2) anliegen.
  2. Verfahren nach Anspruch 1, dadurch gekennzeichnet, daß die Versteifung wenigstens in horizontalen Ebenen eine vorspannbare Versteifung ist
  3. Verfahren nach Anspruch 1 oder 2, bei dem zur Herstellung von Fensterrahmen u.dgl. Rahmen angeordnet werden, welche durch das Aufsprühen der Betonschicht fixiert werden, dadurch gekennzeichnet, daß die Rahmen vorläufige Rahmen sind, deren Form und Abmessungen der Form und den Abmessungen der endgültigen Fensterrahmen entsprechen, die Rahmen auf die Schaumschicht gelegt werden und nach dem Aufbringen des Betons das Formmaterial und der Schaum an der Stelle der Rahmen entfernt werden und die Rahmen entfernt und durch die endgültigen Fensterrahmen ersetzt werden.
EP89202214A 1988-09-01 1989-08-31 Verfahren zur Herstellung von Gebäuden Expired - Lifetime EP0357151B2 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT89202214T ATE74393T1 (de) 1988-09-01 1989-08-31 Verfahren zur herstellung von gebaeuden.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL8802165 1988-09-01
NL8802165A NL8802165A (nl) 1988-09-01 1988-09-01 Werkwijze voor het vervaardigen van een bouwwerk.

Publications (4)

Publication Number Publication Date
EP0357151A2 EP0357151A2 (de) 1990-03-07
EP0357151A3 EP0357151A3 (en) 1990-10-24
EP0357151B1 EP0357151B1 (de) 1992-04-01
EP0357151B2 true EP0357151B2 (de) 1996-08-14

Family

ID=19852843

Family Applications (1)

Application Number Title Priority Date Filing Date
EP89202214A Expired - Lifetime EP0357151B2 (de) 1988-09-01 1989-08-31 Verfahren zur Herstellung von Gebäuden

Country Status (14)

Country Link
EP (1) EP0357151B2 (de)
AT (1) ATE74393T1 (de)
DD (1) DD296139A5 (de)
DE (1) DE68901117D1 (de)
DK (1) DK168962B1 (de)
ES (1) ES2030968T5 (de)
GR (2) GR3004564T3 (de)
HK (1) HK62892A (de)
IE (1) IE61649B1 (de)
NL (1) NL8802165A (de)
NO (1) NO177611C (de)
PL (1) PL162385B1 (de)
PT (1) PT91603A (de)
RU (1) RU1828484C (de)

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB8811465D0 (en) * 1988-03-28 1988-06-15 Pemberton J M Method of culverting river/canal
NL9301988A (nl) * 1993-11-17 1995-06-16 Int Dome Systems Cyprus Ltd Werkwijze voor het vervaardigen van een tunnelvormige kap of scherm over een verkeerstrajekt, zoals een autoweg of spoorbaan.
ES2113780B1 (es) * 1994-04-25 1999-01-01 Rauet Ginau Juan Perfeccionamientos introducidos en el proceso de construccion de estructuras monoliticas.
DE19637567B4 (de) * 1996-09-14 2006-07-13 Koch & Mayer Bauunternehmung Gmbh & Co Kg Verfahren zum Herstellen eines Gebäudes
AU2007100985B4 (en) * 2007-07-31 2008-09-04 Domeshells Australia Pty Ltd An improved system, method and apparatus for constructing compound curve sandwich shell structures
US8297282B2 (en) 2007-11-23 2012-10-30 Holley Merrell T Hyperbaric exercise facility, hyperbaric dome, catastrophe or civil defense shelter
NO20092970A (no) 2009-09-08 2010-11-22 Hoegskolen I Soeroest Norge Storskala skallkonstruksjoner
CN103669953A (zh) * 2013-12-09 2014-03-26 中煤建筑安装工程集团有限公司 以空间气膜为模板的施工方法
FR3092855B1 (fr) 2019-02-15 2021-03-12 Guillaume Desrocques Structure couvercle pour un site emetteur de polluants, son procede de construction et un procede de protection de l'environnement mettant en œuvre cette structure couvercle
CN113585760A (zh) * 2021-08-25 2021-11-02 哈尔滨工业大学 一种基于天然冰与冰雪复合材料建造冰壳建筑物的方法
CN115045323A (zh) * 2022-07-11 2022-09-13 天津大学 一种地质聚合物气膜混凝土吸力桶基础及其施工方法

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1573069A (en) * 1924-08-27 1926-02-16 Anton M Jensen Furring nail
FR781192A (fr) * 1934-11-13 1935-05-10 Mode de fixation de réseau protecteur sur des revêtements insonores et incombustibles
US3277219A (en) * 1961-03-27 1966-10-04 Lloyd S Turner Method of molding a building structure by spraying a foamed plastic on the inside of an inflatable form
US4155967A (en) * 1977-03-07 1979-05-22 Barry South Building structure and method of making same
DE3009419A1 (de) * 1980-03-12 1982-05-06 TA Rokal GmbH, 4054 Nettetal Rohrhalter
US4879859A (en) * 1983-12-09 1989-11-14 Dykmans Max J Method and apparatus for constructing circumferentially wrapped prestressed structures utilizing a membrane
DE8710320U1 (de) * 1987-07-28 1987-09-10 Eckert, Lothar, Ing. (grad), 5206 Neunkirchen Rohrhalterung

Also Published As

Publication number Publication date
ES2030968T5 (es) 1996-12-16
DD296139A5 (de) 1991-11-21
NO893502L (no) 1990-03-02
DE68901117D1 (de) 1992-05-07
GR3021625T3 (en) 1997-02-28
HK62892A (en) 1992-08-28
NO177611B (no) 1995-07-10
EP0357151A3 (en) 1990-10-24
ES2030968T3 (es) 1992-11-16
DK431789A (da) 1990-03-02
EP0357151B1 (de) 1992-04-01
EP0357151A2 (de) 1990-03-07
GR3004564T3 (en) 1993-04-28
NO893502D0 (no) 1989-08-31
DK431789D0 (da) 1989-08-31
PL162385B1 (pl) 1993-10-30
DK168962B1 (da) 1994-07-18
IE61649B1 (en) 1994-11-16
ATE74393T1 (de) 1992-04-15
PT91603A (pt) 1990-03-30
NO177611C (no) 1995-10-18
IE892807L (en) 1990-03-01
NL8802165A (nl) 1990-04-02
RU1828484C (ru) 1993-07-15

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