EP0357151A2 - Procédé pour la réalisation de bâtiments - Google Patents

Procédé pour la réalisation de bâtiments Download PDF

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Publication number
EP0357151A2
EP0357151A2 EP89202214A EP89202214A EP0357151A2 EP 0357151 A2 EP0357151 A2 EP 0357151A2 EP 89202214 A EP89202214 A EP 89202214A EP 89202214 A EP89202214 A EP 89202214A EP 0357151 A2 EP0357151 A2 EP 0357151A2
Authority
EP
European Patent Office
Prior art keywords
layer
frames
foam
concrete
anchors
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
EP89202214A
Other languages
German (de)
English (en)
Other versions
EP0357151B1 (fr
EP0357151B2 (fr
EP0357151A3 (en
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
Family has litigation
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(A2) "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/fr
Publication of EP0357151A3 publication Critical patent/EP0357151A3/en
Publication of EP0357151B1 publication Critical patent/EP0357151B1/fr
Application granted granted Critical
Publication of EP0357151B2 publication Critical patent/EP0357151B2/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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 of manufacturing a building structure in which an inflatable form which has been provided with an entrance lock is mounted in an air-tight manner on a base or foundation which form by means of suitable devices is inflated and after having obtained its correct shape by inflation a foam resin layer is sprayed upon the innerside of the form on which layer plate shaped feet are placed and attached of inwardly directed anchoring rods to which reinforcing rods are attached after spray­ing a first layer concrete upon the form layer.
  • 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 insuffi­cient. Many anchors fall down under the influence of the forces which occur during spraying. 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.
  • this purpose is achieved in that primarily the foam resin layer is manufactured until its final required thickness is obtained, that only thereafter the anchor rods are placed and fixed to the foam layer by inserting bent portions of the plate shaped feet and that the first concrete layer is sprayed over the feet of said anchors which lie against the innerside of the foam layer.
  • 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 into the foam layer. Due to this the anchors are already more rigidly attached.
  • the reinforcing is one which at least in horizon­tal planes is pretensionable. This is made possible by the rigid attachment of the anchors.
  • temporary frames are placed and they are placed upon the finished foam layer which frames after being fixed by the concrete layer are removed as well as the foam layer and part of the form at the location of said frames, which frames then are replaced by the final window frames.
  • the form can be replaced by a special covering layer or coating.
  • the form can be removed and used elsewhere. This will do as well for the fans or the like because the building structure need not to be maintained anymore in the blown up posi­tion. This only is necessary during the manufacturing process during which however the pressure to be delivered by the fan has to be higher than is usual for blown halls.
  • 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 of 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.
  • the invention concerns as well an anchor for applying the method according to the invention which anchor as known from US-A-4.155.967 has a perforated footplate to which a rod is attached which anchor according to the invention may have tongues which are cut free from the plate and bent into a position perpen­dicular to the plane of the plate and turned away from the rod.
  • Said anchor has a shape such that it can be inserted with said tongues into the foam layer.
  • 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 6 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.
  • 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 conduite 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 mouting 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.

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)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Laminated Bodies (AREA)
  • Saccharide Compounds (AREA)
  • Compositions Of Macromolecular Compounds (AREA)
  • Building Environments (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)
  • Bridges Or Land Bridges (AREA)
EP89202214A 1988-09-01 1989-08-31 Procédé pour la réalisation de bâtiments Expired - Lifetime EP0357151B2 (fr)

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
NL8802165A NL8802165A (nl) 1988-09-01 1988-09-01 Werkwijze voor het vervaardigen van een bouwwerk.
NL8802165 1988-09-01

Publications (4)

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

Family

ID=19852843

Family Applications (1)

Application Number Title Priority Date Filing Date
EP89202214A Expired - Lifetime EP0357151B2 (fr) 1988-09-01 1989-08-31 Procédé pour la réalisation de bâtiments

Country Status (14)

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

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2218453B (en) * 1988-03-28 1992-02-19 John Michael Pemberton "method of construction."
WO1995014141A1 (fr) * 1993-11-17 1995-05-26 International Dome Systems (Cyprus) Ltd. Procede de construction d'un abri ou ecran en forme de tunnel sur une voie de circulation telle qu'une route ou un chemin de fer
DE19637567A1 (de) * 1996-09-14 1998-03-19 Koch & Mayer Bauunternehmung G Verfahren zum Herstellen eines Gebäudes
ES2113780A1 (es) * 1994-04-25 1998-05-01 Rauet Ginau Juan Perfeccionamientos introducidos en el proceso de construccion de estructuras monoliticas.
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
WO2009105137A2 (fr) * 2007-11-23 2009-08-27 Holley Merrell T Installation d'exercice hyperbare, dôme hyperbare, abri de défense civil ou de catastrophe
NO329661B1 (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
FR3092855A1 (fr) 2019-02-15 2020-08-21 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
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

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Citations (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
EP0035722A1 (fr) * 1980-03-12 1981-09-16 TA ROKAL GmbH Dispositif de montage pour conduits tubulaires
DE8710320U1 (fr) * 1987-07-28 1987-09-10 Eckert, Lothar, Ing. (Grad), 5206 Neunkirchen, De
EP0262818A2 (fr) * 1986-10-03 1988-04-06 Maximiliaan Jacobus Dykmans Procédé et appareillage pour la construction des structures précontraintes d'une manière circonférentielle en utilisant une membrane gonflable

Patent Citations (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
EP0035722A1 (fr) * 1980-03-12 1981-09-16 TA ROKAL GmbH Dispositif de montage pour conduits tubulaires
EP0262818A2 (fr) * 1986-10-03 1988-04-06 Maximiliaan Jacobus Dykmans Procédé et appareillage pour la construction des structures précontraintes d'une manière circonférentielle en utilisant une membrane gonflable
DE8710320U1 (fr) * 1987-07-28 1987-09-10 Eckert, Lothar, Ing. (Grad), 5206 Neunkirchen, De

Cited By (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2218453B (en) * 1988-03-28 1992-02-19 John Michael Pemberton "method of construction."
WO1995014141A1 (fr) * 1993-11-17 1995-05-26 International Dome Systems (Cyprus) Ltd. Procede de construction d'un abri ou ecran en forme de tunnel sur une voie de circulation telle qu'une route ou un chemin de fer
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.
ES2113780A1 (es) * 1994-04-25 1998-05-01 Rauet Ginau Juan Perfeccionamientos introducidos en el proceso de construccion de estructuras monoliticas.
DE19637567A1 (de) * 1996-09-14 1998-03-19 Koch & Mayer Bauunternehmung G Verfahren zum Herstellen eines Gebäudes
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
WO2009105137A3 (fr) * 2007-11-23 2009-11-12 Holley Merrell T Installation d'exercice hyperbare, dôme hyperbare, abri de défense civil ou de catastrophe
WO2009105137A2 (fr) * 2007-11-23 2009-08-27 Holley Merrell T Installation d'exercice hyperbare, dôme hyperbare, abri de défense civil ou de catastrophe
US8297282B2 (en) 2007-11-23 2012-10-30 Holley Merrell T Hyperbaric exercise facility, hyperbaric dome, catastrophe or civil defense shelter
US8739792B2 (en) 2007-11-23 2014-06-03 Merrell T. Holley Hyperbaric exercise facility, hyperbaric dome, catastrophe or civil defense shelter
NO329661B1 (no) * 2009-09-08 2010-11-22 Hoegskolen I Soeroest Norge Storskala skallkonstruksjoner
NO20092970A (no) * 2009-09-08 2010-11-22 Hoegskolen I Soeroest Norge Storskala skallkonstruksjoner
WO2011031163A1 (fr) 2009-09-08 2011-03-17 Høgskolen I Vestfold Moulage par rotation
US8663534B2 (en) 2009-09-08 2014-03-04 Hogskolen I Vestfold Spin moulding
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
FR3092855A1 (fr) 2019-02-15 2020-08-21 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
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

Also Published As

Publication number Publication date
RU1828484C (ru) 1993-07-15
IE61649B1 (en) 1994-11-16
ES2030968T5 (es) 1996-12-16
GR3021625T3 (en) 1997-02-28
NL8802165A (nl) 1990-04-02
EP0357151B1 (fr) 1992-04-01
EP0357151B2 (fr) 1996-08-14
NO177611B (no) 1995-07-10
IE892807L (en) 1990-03-01
EP0357151A3 (en) 1990-10-24
NO177611C (no) 1995-10-18
ES2030968T3 (es) 1992-11-16
GR3004564T3 (en) 1993-04-28
DE68901117D1 (de) 1992-05-07
ATE74393T1 (de) 1992-04-15
DK431789D0 (da) 1989-08-31
DK168962B1 (da) 1994-07-18
NO893502L (no) 1990-03-02
PL162385B1 (pl) 1993-10-30
DD296139A5 (de) 1991-11-21
PT91603A (pt) 1990-03-30
HK62892A (en) 1992-08-28
NO893502D0 (no) 1989-08-31
DK431789A (da) 1990-03-02

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