NL8503222A - FOIL ANCHORING WITH AN OUTSIDE ANCHORING SYSTEM. - Google Patents
FOIL ANCHORING WITH AN OUTSIDE ANCHORING SYSTEM. Download PDFInfo
- Publication number
- NL8503222A NL8503222A NL8503222A NL8503222A NL8503222A NL 8503222 A NL8503222 A NL 8503222A NL 8503222 A NL8503222 A NL 8503222A NL 8503222 A NL8503222 A NL 8503222A NL 8503222 A NL8503222 A NL 8503222A
- Authority
- NL
- Netherlands
- Prior art keywords
- foil
- floor
- tent
- anchoring
- hardened
- Prior art date
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
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
- E04B1/3505—Extraordinary methods of construction, e.g. lift-slab, jack-block characterised by the in situ moulding of large parts of a structure
-
- 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
- E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
- E04B1/167—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with permanent forms made of particular materials, e.g. layered products
- E04B1/168—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with permanent forms made of particular materials, e.g. layered products flexible
- E04B1/169—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with permanent forms made of particular materials, e.g. layered products flexible inflatable
-
- 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
-
- 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
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
- E04B2001/3588—Extraordinary methods of construction, e.g. lift-slab, jack-block using special lifting or handling devices, e.g. gantries, overhead conveying rails
- E04B2001/3594—Extraordinary methods of construction, e.g. lift-slab, jack-block using special lifting or handling devices, e.g. gantries, overhead conveying rails inflatable lifting or handling devices
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Tents Or Canopies (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Reinforcement Elements For Buildings (AREA)
Description
fc * FOLIS-VERANKERING MET EEN B U I T E N-VE8ANXERING-SYSTEEM.fc * FOLIS ANCHORING WITH A B U I T E N VE8ANXERING SYSTEM.
Werkwijze voor het verankeren van trekkrachten uit onder druk staande folies met een buiten-ringconstructie.Method for anchoring tensile forces from pressurized films with an outer ring construction.
De uitvinding heeft betrekking op een opblaasbare en dragende structuur voor axiaal-symmetrische constructies voor een woning,een gebouw of een 5 reservoir,waarbij de binnenfolie onder hoge druk wordt gezet en waarbij de daardoor ontstane trekkrachten uit de binnen-folie verankerd moeten worden.Deze aanvrage sluit aan op een eerder door mij ingediende oktrooi-aanvrage met no: 8301971 en andere aanvragen,die gelijktijdig met deze aanvrage zijn ingediend.The invention relates to an inflatable and load-bearing structure for axially symmetrical structures for a house, building or reservoir, in which the inner foil is put under high pressure and in which the resulting tensile forces have to be anchored out of the inner foil. application is in line with a previously filed patent application with no: 8301971 and other applications filed simultaneously with this application.
10 De problematiek wordt aangegeven in fig.4.De bodem is gestort, de binnenfolie is onder druk gebracht en de spouw is gevuld met een uithardende vloeistof 4.De binnendruk 19 van de binnen-tent 7 is groter of in evenwicht met de hydrostatische druk 20 van de vloeistof in de spouw.10 The problem is indicated in fig. 4. The bottom is poured, the inner foil is pressurized and the cavity is filled with a hardening liquid 4. The inner pressure 19 of the inner tent 7 is greater or in balance with the hydrostatic pressure 20 of the liquid in the cavity.
( 19 ^ 20 ).De buitenfolie 9 is door middel van de opgewekte horizontale 15 ringtrekracht in evenwicht met de hydrostatische druk 20 in de spouw.(19 ^ 20) The outer foil 9 is in equilibrium with the hydrostatic pressure 20 in the cavity by means of the generated horizontal annular pulling force.
Ten gevolge van het opblazen van de binnen-tent is een verticale trekkracht T (21) ontstaan in de binnen-folie met een grootte van: T=^/4xDxP waarin: r T= trekracht per m .As a result of the inflation of the inner tent, a vertical tensile force T (21) has been created in the inner foil with a size of: T = ^ / 4xDxP in which: r T = tensile force per m.
20 D= diameter binnen-tent in m .20 D = inner tent diameter in m.
P= druk binnen-tent inP = press inner tent
De kracht T (21) moet verankerd worden.Dit kan gebeuren door tegengewicht: a. de aanwezige luchtdruk 19.Force T (21) must be anchored.This can be done by counterweight: a. The air pressure present 19.
b. eventueel aanwezig watergewicht 6.b. any water weight present 6.
25 c.eigen gewicht van de bodem 4.25 c. Own weight of the bottom 4.
d. het max.toelaatbare moment,dat de bodemplaat kan leveren,als tegenwerkend moment.d. the maximum permissible moment, which the bottom plate can deliver, as a counter moment.
e. eventuele grondankers 13 door een bodem-doorvoerbuis 14.e. any ground anchors 13 through a bottom conduit 14.
De verankering met grondankers kan op twee manieren gebeuren: (zie fig.5): 30 1. Verankering binnen de binnen-folie(=binnen-tent).Anchoring with ground anchors can be done in two ways: (see fig. 5): 30 1. Anchoring within the inner foil (= inner tent).
2. Verankering buiten de binnen-folie,dus in de spouw.2. Anchoring outside the inner foil, ie in the cavity.
Het onder 2 genoemde systeem met verankering buiten de binnenfolie wordt in deze aanvrage verder uitgewerkt.Eet onder 1 genoemde systeem wordt in een aparte aanvrage uitgewerkt.The system mentioned under 2 with anchoring outside the inner foil is further elaborated in this application. The system mentioned under 1 is elaborated in a separate application.
è , t —2—è, t —2—
Bij de werkwijze met verankering van grondankers aan de buitenzijde van de binnen-tent werkt het systeem als volgt. De buitenbodemring 3 trekt de bodem in de vorm; de bodem wordt volgeschuimd, (zie fig. 1, rech-terdeel). Nadat de bodem verhard is, brengt men de stalen buitenring 22 ;5 aan. Deze kan uit enkele grote stukken bestaan (ze hoeven niet door een luchtsluis of mangat). De buitenring kan met bouten door het bodem-door-voerstuk 14 (ronde kunststof of stalen buis) vastgeklemd worden op de onderste stalen ring 23 en/of aan de "duckbill"-grondankers 13, die door doorvoerstuk 14 in de grond gebracht kunnen worden, (zie fig. 2) 10 Hierna wordt de binnentent op druk gezet, de spouw wordt volgeschuimd en na verharding wordt de druk afgelaten. Bij dit systeem is het hergebruik van de binnentent 7 minder eenvoudig. De binnentent moet worden losgesneden in de hoek en de doorsnijdingen zal men later weer aan elkaar moeten plakken om er één geheel (bodem 1 en wand 7) van te maken, maar 15 het is wel mogelijk. De binnentent moet in dit geval glad zijn en niet hechten aan de spouwvulling. Door de klemconstructie van buitenring 22 wat anders te detailleren (zie fig. 6), is het mogelijk om de spandraad 27 van grondanker 13 van binnenaf door te zagen (met een haakse slijptol) zonder binnentent 7 ernstig te beschadigen. Hierdoor is bin-20 nentent 7 direkt gereed voor het gebruik.In the method with anchoring ground anchors on the outside of the inner tent, the system works as follows. The outer bottom ring 3 pulls the bottom into the mold; the bottom is foamed, (see fig. 1, right part). After the bottom has hardened, the steel outer ring 22; 5 is applied. This can consist of several large pieces (they do not have to pass through an airlock or manhole). The outer ring can be bolted through the bottom feed-through piece 14 (round plastic or steel pipe) to the lower steel ring 23 and / or to the "duckbill" ground anchors 13, which can be placed in the ground through feed-through piece 14. , (see fig. 2) 10 After this, the inner tent is pressurized, the cavity is foamed and the pressure is released after hardening. With this system, the re-use of the inner tent 7 is less simple. The inner tent has to be cut loose in the corner and the sections will have to be glued together again later to make one whole (bottom 1 and wall 7), but it is possible. The inner tent in this case must be smooth and not adhere to the cavity filling. By detailing the clamping construction of outer ring 22 somewhat differently (see fig. 6), it is possible to saw through the tensioning wire 27 of ground anchor 13 from the inside (with an angle grinder) without seriously damaging inner tent 7. As a result, inner tent 7 is immediately ready for use.
Men kan de vloer vóor-storten met of zonder bovenfolie 1. Stort men de vloer met bovenfolie 1 (zie fig. 1 rechterdeel) dan past men hét bodemdoorvoerstuk 14 toe zonder aangelaste verankering 25 (zie fig. 5).The floor can be poured with or without top foil 1. If the floor is poured with top foil 1 (see fig. 1 right part), then the bottom passage 14 is used without welded anchoring 25 (see fig. 5).
Men boort dan een gat in de bodem door folie 1 en 2 en slaat daar bodem-25 doorvoerstuk 14 in. Stort men de vloer zonder bovenfolie 1, dus tussen de buitenbodemring 3 en op onderfolie 2, dan kan men bodemdoorvoerstuk 14 met verankering 25 toepassen, (zie fig. 1 linkerdeel en fig. 7). Door de buitenbodemring 3 niet op te blazen en de zijkant van de vloer te steunen met grond krijgt men fig. 1 linkerdeel. Men kan ook buitenbodemring 3 30 laten vervallen; de zijkant van de vloer wordt gesteund door de grond.A hole is then drilled in the bottom through films 1 and 2 and the bottom piece of lead-through piece 14 is driven into it. If you pour the floor without top foil 1, so between the outer bottom ring 3 and on bottom foil 2, you can use bottom grommet 14 with anchoring 25 (see fig. 1 left part and fig. 7). By not inflating the outer bottom ring 3 and supporting the side of the floor with soil, fig. 1 becomes left part. Outer bottom ring 3 30 can also be omitted; the side of the floor is supported by the ground.
De binnentent kan bestaan uit een geheel (= wand 7 en bodemfolie 1) of uit alleen wand 7, die t.p.v. de klemring 22 door middel van rubberring 26 strak afgeklemd wordt. Hierbij is bodemfolie 1 al of niet aanwezig.The inner tent can consist of a whole (= wall 7 and bottom foil 1) or only wall 7, which at the the clamping ring 22 is tightly clamped by means of rubber ring 26. Bottom foil 1 may or may not be present.
35 De gekozen methode met buiten-verankering-systeem.heeft als voor deel, dat er geen mangat nodig js en dat men eventueel betonwapening kan aanbrengen voor de te storten wand t.b.v. het overgangsmoment van . *· **« * -- - . \ .... *. j / / / ► * —3— de wand op de bodem. Hergebruik van binnentent 7 is met wat aanpassing mogelijk.The chosen method with an external anchoring system has the advantage that no manhole is required and that concrete reinforcement can possibly be applied for the wall to be poured for the transition moment of. * · ** «* - -. \ .... *. j / / / ► * —3— the wall on the bottom. Re-use of inner tent 7 is possible with some adjustment.
Indien de binnentent is aangebracht en onder druk is gebracht, wordt de buitentent aangebracht. De buitenbodemring is afgelaten en/of staat p niet onder druk. De buitentent is langs de onderrand ingesnoerd en wordt over de lege buitenbodemring 3 aangebracht. Vervolgens wordt de buitenbodemring 3 op druk gezet, (volgeschuimd) en zo krijgt men een uitstekende aansluiting van wand 9 en de bodem. Hierna kan men de spouw vullen met uithardende vloeistof 4 en na uitharding is het procédé7 gereed. Er zijn 10 uiteraard andere verbindingsmogelijkheden voor de aansluiting van buitenwand 9 op de (beton)vloer. Men kan de folie 9 in de grond inlaten, het onderste stuk (plm 0,5 m^·) voor-storten en laten verharden, (zie fig. 8)If the inner tent is fitted and pressurized, the outer tent will be fitted. The outer bottom ring has been drained and / or is not under pressure. The flysheet is constricted along the bottom edge and is placed over the empty outer bottom ring 3. The outer bottom ring 3 is then pressurized (full-foamed) and this gives an excellent connection of wall 9 and the bottom. After this the cavity can be filled with hardening liquid 4 and after curing the process 7 is ready. There are, of course, other connection options for connecting outer wall 9 to the (concrete) floor. You can let the foil 9 into the ground, pre-pour the bottom part (approx. 0.5 m ^) and let it harden (see fig. 8).
Ook kan men de buitenfolie afsnoeren met strak gespannen kabels 28 rondom de vloer (zie fig. 9 ).It is also possible to string off the outer foil with tightly tensioned cables 28 around the floor (see fig. 9).
15 Om de tekeningen gemakkelijk leesbaar te maken, volgt hier nog een verklaring van de gebezigde cijfers: 1. Binnentent bovenkant bodem 2. Buitentent onderkant bodem 3. Buitenbodemring 20 4. Uithardende vloeistof; isolerend schuim als draagconstructie.15 To make the drawings easy to read, here is an explanation of the figures used: 1. Inner tent top bottom 2. Outer tent bottom bottom 3. Outer bottom ring 20 4. Curing liquid; insulating foam as support structure.
5. Pomp- en menginstallatie uithardende vloeistof.5. Pump and mixing plant hardening liquid.
6. Water.6. Water.
7. Binnentent.7. Inner tent.
7a.Binnentent-bodem, vast aan de binnentent.7a. Inner tent bottom, fixed to the inner tent.
25 8. Compressor.25 8. Compressor.
9. Buitentent.9. Flysheet.
10. Vervallen.10. Expired.
11. Vervallen.11. Expired.
12. Overdrukventiel.12. Pressure relief valve.
30 13. Grondankers, ,,Duckbill,,-verankering.30 13. Ground anchors, Duckbill anchoring.
14. Holle buis, bodemdoorvoerstuk.14. Hollow tube, bottom grommet.
15. Centreerinrichting, verankering tegen horizontale verplaatsing.15. Centering device, anchoring against horizontal displacement.
16. Vervallen.16. Expired.
17. Vervallen.17. Expired.
35 18. Vervallen.35 18. Expired.
19. Binnendruk afhankelijk van de belasting constant of variabel.19. Internal pressure constant or variable depending on the load.
20. Hydrostatische druk van de uithardende vloeistof.20. Hydrostatic pressure of the curing liquid.
21. Verticale trekkracht in de folie. _4_ / - * I · ’ . i _-4_ 22. Buitenring, staal of kunststof, bestaande uit losse stukken.21. Vertical tensile force in the foil. _4_ / - * I · ’. i _-4_ 22. Outer ring, steel or plastic, consisting of loose pieces.
23. Onderring, staal of kunststof.23. Bottom ring, steel or plastic.
24. Blower.24. Blower.
25. Ankers van draad, driehoekvormig met hoek van 45c.25. Anchors of wire, triangular with an angle of 45c.
t5 26. Rubber klemring.t5 26. Rubber clamping ring.
27. Spandraad grondanker 13.27. Ground anchor tension wire 13.
28. Spankabels rondom vloer.28. Tension cables around the floor.
29. Stalen vulplaat 30. Slijptol.(haakse slijpmachine).29. Steel shim 30. Grinding tool (angle grinder).
10 31. Veerring.10 31. Spring washer.
Wat de materialen betreft, voor de nummers 1, 2, 7, 7a en 9 geldt, dat de folie bestaat uit: doek, weefsel, kunststof-folie, dat een grote treksterkte bezit door een ingeweven wapening van kunststofvezels met een hoge treksterkte.As regards the materials, for numbers 1, 2, 7, 7a and 9, the foil consists of: cloth, fabric, plastic foil, which has a high tensile strength through a woven reinforcement of plastic fibers with a high tensile strength.
15 De uithardende vloeistof 4 bestaat uit: beton, schuimbeton, lichtbeton met schuimvormer, beton bestaande uit een lichte, isolerende toeslagstof, gebonden met een hydraulisch bindmiddel met water of door een kunststofbindmiddel, kunststofschuimen e.d.The curing liquid 4 consists of: concrete, foam concrete, lightweight concrete with foam former, concrete consisting of a light, insulating additive, bonded with a hydraulic binder with water or by a plastic binder, plastic foams, etc.
20 ..·=» * i ·? '! : / S’ - · .20 .. · = »* i ·? '! : / S "- ·.
Claims (7)
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP19860106949 EP0229867B1 (en) | 1985-11-22 | 1986-05-22 | Building construction realization method |
| DE8686106949T DE3671492D1 (en) | 1985-11-22 | 1986-05-22 | METHOD FOR PRODUCING A CONSTRUCTION. |
| AT86106949T ATE53090T1 (en) | 1985-11-22 | 1986-05-22 | PROCESS FOR MANUFACTURING A STRUCTURE. |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE3442904 | 1984-11-24 | ||
| DE19843442904 DE3442904A1 (en) | 1984-11-24 | 1984-11-24 | Process for producing a building construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| NL8503222A true NL8503222A (en) | 1986-06-16 |
Family
ID=6251062
Family Applications (4)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| NL8503222A NL8503222A (en) | 1984-11-24 | 1985-11-22 | FOIL ANCHORING WITH AN OUTSIDE ANCHORING SYSTEM. |
| NL8503220A NL8503220A (en) | 1984-11-24 | 1985-11-22 | AXIAL SYMMETRICAL CONSTRUCTIONS. |
| NL8503221A NL8503221A (en) | 1984-11-24 | 1985-11-22 | FOIL ANCHORING WITH INDOOR ANCHORING SYSTEM. |
| NL8503223A NL8503223A (en) | 1984-11-24 | 1985-11-22 | FOILS WITH ADHESION. |
Family Applications After (3)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| NL8503220A NL8503220A (en) | 1984-11-24 | 1985-11-22 | AXIAL SYMMETRICAL CONSTRUCTIONS. |
| NL8503221A NL8503221A (en) | 1984-11-24 | 1985-11-22 | FOIL ANCHORING WITH INDOOR ANCHORING SYSTEM. |
| NL8503223A NL8503223A (en) | 1984-11-24 | 1985-11-22 | FOILS WITH ADHESION. |
Country Status (2)
| Country | Link |
|---|---|
| DE (1) | DE3442904A1 (en) |
| NL (4) | NL8503222A (en) |
Families Citing this family (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5664373A (en) * | 1992-08-20 | 1997-09-09 | Downing; Brian B. | Inflatable mold for use in space |
| DE19650219C2 (en) * | 1996-12-04 | 1999-04-08 | Robert Dr Ing Off | Method for producing a component and a component produced using the method |
| DE10249833B4 (en) * | 2002-10-21 | 2005-05-12 | Universität Kassel | Grid shells - structure as well as method and membrane for its production |
| GB0501113D0 (en) * | 2005-01-20 | 2005-02-23 | Cintec Int Ltd | Improvements in and relating to blast protection structures |
| AT509548B1 (en) * | 2010-02-17 | 2012-03-15 | Organoid Technologies Og | METHOD AND ARRANGEMENT FOR PRODUCING COMPONENTS BROKEN IN ONE AND / OR TWO ROOM ELEMENTS (DE) |
| ES2383971B1 (en) * | 2011-01-24 | 2013-07-10 | Van Den Bos Tore Trijnko Obbe | SYSTEM OF CONSTRUCTION OF DUCTS AND OTHER HOLLOW STRUCTURES. |
| DE102011111638B4 (en) * | 2011-08-25 | 2013-09-05 | Robert Bosch Gmbh | Component for producing a profile body |
| GB2536959A (en) * | 2015-04-02 | 2016-10-05 | Joseph Foster David | Construction method and structures built using such |
| DE102015119380A1 (en) * | 2015-11-10 | 2017-05-11 | PMFH UG (haftungsbeschränkt) | Method of manufacturing a building |
| ES2660055B2 (en) * | 2017-10-10 | 2021-03-08 | Univ Madrid Politecnica | INFLATABLE FORMWORK-REINFORCED SYSTEM FOR THE EXECUTION OF CONCRETE ELEMENTS AND PROCEDURE FOR THE EXECUTION OF A CONCRETE ELEMENT |
| DE102018000396A1 (en) * | 2018-01-19 | 2019-07-25 | Lucie Weber | Component for a building u.a. |
| CN111997366B (en) * | 2020-09-03 | 2021-11-23 | 北京市燕通建筑构件有限公司 | Air pressure formwork supporting technology construction method based on single-layer latticed shell structure |
| ES2808729B2 (en) * | 2020-12-23 | 2021-07-07 | Univ Valencia Politecnica | PORTABLE TUBULAR STRUCTURE AND FIXED TUBULAR STRUCTURE DERIVED FROM IT |
| US11634900B2 (en) | 2021-02-03 | 2023-04-25 | Automatic Construction Inc. | Concrete building construction using supported, fillable structures |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3257481A (en) * | 1961-11-28 | 1966-06-21 | P P R I C | Process and apparatus for constructing a building |
| GB975975A (en) * | 1962-04-12 | 1964-11-25 | John Kay Stirling | Underwater structures |
| US3357142A (en) * | 1963-10-31 | 1967-12-12 | Jack F Furrer | Foam plastic shelter |
| IL26290A (en) * | 1965-08-10 | 1970-11-30 | Bini D | Method for erecting edifices by means of an inflatable member |
| US4304084A (en) * | 1979-09-24 | 1981-12-08 | Moreland Frank L | Method of constructing a building |
-
1984
- 1984-11-24 DE DE19843442904 patent/DE3442904A1/en not_active Withdrawn
-
1985
- 1985-11-22 NL NL8503222A patent/NL8503222A/en not_active Application Discontinuation
- 1985-11-22 NL NL8503220A patent/NL8503220A/en not_active Application Discontinuation
- 1985-11-22 NL NL8503221A patent/NL8503221A/en not_active Application Discontinuation
- 1985-11-22 NL NL8503223A patent/NL8503223A/en not_active Application Discontinuation
Also Published As
| Publication number | Publication date |
|---|---|
| DE3442904A1 (en) | 1986-06-05 |
| NL8503220A (en) | 1986-06-16 |
| NL8503221A (en) | 1986-06-16 |
| NL8503223A (en) | 1986-06-16 |
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