EP0357151A2 - Verfahren zur Herstellung von Gebäuden - Google Patents
Verfahren zur Herstellung von Gebäuden Download PDFInfo
- 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
Links
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 8
- 238000000034 method Methods 0.000 title claims description 10
- 239000006260 foam Substances 0.000 claims abstract description 27
- 239000004567 concrete Substances 0.000 claims abstract description 26
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 17
- 238000005507 spraying Methods 0.000 claims abstract description 15
- 239000011347 resin Substances 0.000 claims description 9
- 229920005989 resin Polymers 0.000 claims description 9
- 230000002787 reinforcement Effects 0.000 claims description 4
- 210000002105 tongue Anatomy 0.000 claims description 4
- 238000004873 anchoring Methods 0.000 claims description 2
- 239000000463 material Substances 0.000 claims 1
- 239000011381 foam concrete Substances 0.000 abstract 1
- 239000004033 plastic Substances 0.000 description 3
- 229920003023 plastic Polymers 0.000 description 3
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
Images
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)
- Compositions Of Macromolecular Compounds (AREA)
- Laminated Bodies (AREA)
- Saccharide Compounds (AREA)
- Building Environments (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Transition And Organic Metals Composition Catalysts For Addition Polymerization (AREA)
- Organic Low-Molecular-Weight Compounds And Preparation Thereof (AREA)
- Bridges Or Land Bridges (AREA)
- Working Measures On Existing Buildindgs (AREA)
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 true EP0357151A2 (de) | 1990-03-07 |
EP0357151A3 EP0357151A3 (en) | 1990-10-24 |
EP0357151B1 EP0357151B1 (de) | 1992-04-01 |
EP0357151B2 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) |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2218453B (en) * | 1988-03-28 | 1992-02-19 | John Michael Pemberton | "method of construction." |
WO1995014141A1 (en) * | 1993-11-17 | 1995-05-26 | International Dome Systems (Cyprus) Ltd. | Method of constructing a tunnel-shaped cover or screen over a traffic route, such as a road or railway |
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 (en) * | 2007-11-23 | 2009-08-27 | 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 |
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)
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)
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 (de) * | 1980-03-12 | 1981-09-16 | TA ROKAL GmbH | Rohrhalter |
DE8710320U1 (de) * | 1987-07-28 | 1987-09-10 | Eckert, Lothar, Ing. (grad), 5206 Neunkirchen | Rohrhalterung |
EP0262818A2 (de) * | 1986-10-03 | 1988-04-06 | Maximiliaan Jacobus Dykmans | Verfahren und Vorrichtung zur Errichtung ringvorgespannter Baukonstruktionen unter Verwendung einer aufblasbaren Membran |
-
1988
- 1988-09-01 NL NL8802165A patent/NL8802165A/nl not_active Application Discontinuation
-
1989
- 1989-08-30 DD DD89332208A patent/DD296139A5/de not_active IP Right Cessation
- 1989-08-30 RU SU894742294A patent/RU1828484C/ru active
- 1989-08-30 PL PL28121789A patent/PL162385B1/pl unknown
- 1989-08-31 IE IE280789A patent/IE61649B1/en not_active IP Right Cessation
- 1989-08-31 EP EP89202214A patent/EP0357151B2/de not_active Expired - Lifetime
- 1989-08-31 DK DK431789A patent/DK168962B1/da not_active IP Right Cessation
- 1989-08-31 NO NO893502A patent/NO177611C/no unknown
- 1989-08-31 AT AT89202214T patent/ATE74393T1/de active
- 1989-08-31 PT PT91603A patent/PT91603A/pt not_active Application Discontinuation
- 1989-08-31 DE DE8989202214T patent/DE68901117D1/de not_active Expired - Fee Related
- 1989-08-31 ES ES89202214T patent/ES2030968T5/es not_active Expired - Lifetime
-
1992
- 1992-05-12 GR GR920400912T patent/GR3004564T3/el unknown
- 1992-08-20 HK HK628/92A patent/HK62892A/xx not_active IP Right Cessation
-
1996
- 1996-11-14 GR GR960402996T patent/GR3021625T3/el unknown
Patent Citations (7)
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 (de) * | 1980-03-12 | 1981-09-16 | TA ROKAL GmbH | Rohrhalter |
EP0262818A2 (de) * | 1986-10-03 | 1988-04-06 | Maximiliaan Jacobus Dykmans | Verfahren und Vorrichtung zur Errichtung ringvorgespannter Baukonstruktionen unter Verwendung einer aufblasbaren Membran |
DE8710320U1 (de) * | 1987-07-28 | 1987-09-10 | Eckert, Lothar, Ing. (grad), 5206 Neunkirchen | Rohrhalterung |
Cited By (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2218453B (en) * | 1988-03-28 | 1992-02-19 | John Michael Pemberton | "method of construction." |
WO1995014141A1 (en) * | 1993-11-17 | 1995-05-26 | International Dome Systems (Cyprus) Ltd. | Method of constructing a tunnel-shaped cover or screen over a traffic route, such as a road or railway |
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 (en) * | 2007-11-23 | 2009-11-12 | Holley Merrell T | Hyperbaric exercise facility, hyperbaric dome, catastrophe or civil defense shelter |
WO2009105137A2 (en) * | 2007-11-23 | 2009-08-27 | Holley Merrell T | Hyperbaric exercise facility, hyperbaric dome, catastrophe or civil defense shelter |
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 |
NO20092970A (no) * | 2009-09-08 | 2010-11-22 | Hoegskolen I Soeroest Norge | Storskala skallkonstruksjoner |
NO329661B1 (no) * | 2009-09-08 | 2010-11-22 | Hoegskolen I Soeroest Norge | Storskala skallkonstruksjoner |
WO2011031163A1 (en) | 2009-09-08 | 2011-03-17 | Høgskolen I Vestfold | Spin moulding |
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 |
DD296139A5 (de) | 1991-11-21 |
NO177611B (no) | 1995-07-10 |
NO893502L (no) | 1990-03-02 |
PT91603A (pt) | 1990-03-30 |
NO177611C (no) | 1995-10-18 |
NL8802165A (nl) | 1990-04-02 |
PL162385B1 (pl) | 1993-10-30 |
IE61649B1 (en) | 1994-11-16 |
IE892807L (en) | 1990-03-01 |
GR3004564T3 (en) | 1993-04-28 |
GR3021625T3 (en) | 1997-02-28 |
EP0357151A3 (en) | 1990-10-24 |
DK431789D0 (da) | 1989-08-31 |
NO893502D0 (no) | 1989-08-31 |
EP0357151B1 (de) | 1992-04-01 |
ATE74393T1 (de) | 1992-04-15 |
ES2030968T3 (es) | 1992-11-16 |
DK168962B1 (da) | 1994-07-18 |
DE68901117D1 (de) | 1992-05-07 |
HK62892A (en) | 1992-08-28 |
DK431789A (da) | 1990-03-02 |
EP0357151B2 (de) | 1996-08-14 |
ES2030968T5 (es) | 1996-12-16 |
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