NL8503223A - FOILS WITH ADHESION. - Google Patents
FOILS WITH ADHESION. Download PDFInfo
- Publication number
- NL8503223A NL8503223A NL8503223A NL8503223A NL8503223A NL 8503223 A NL8503223 A NL 8503223A NL 8503223 A NL8503223 A NL 8503223A NL 8503223 A NL8503223 A NL 8503223A NL 8503223 A NL8503223 A NL 8503223A
- Authority
- NL
- Netherlands
- Prior art keywords
- foil
- concrete
- rough
- synthetic fibers
- loops
- 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
*· i FOLIES MET AANHECHTING.* · I FOILS WITH ADHESION.
Werkwijze voor het verankeren van folies aan dragende constructies en die f hierbij tevens dienst doen als wapening om de treksterkte van deze constructies op te voeren.Method for anchoring foils to load-bearing structures and which also serve as reinforcement to increase the tensile strength of these structures.
De uitvinding heeft betrekking op betonconstructies, die bekleed zijn met 5 een trekvaste folie, zoals opblaasbare en dragende structuren voor axiaal symmetrische constructies voor een woning, een gebouw of een reservoir, waarbij tussen twee folies een uithardende vloeistof gegoten wordt, die na verharding de dragende structuur vormt. Deze aanvrage sluit aan op een eerder door mij ingediende oktrooi-aanvrage met no. 8301971 en andere aanvra-10 gen,die gelijktijdig met deze aanvrage zijn ingediend.The invention relates to concrete structures, which are covered with a tensile resistant foil, such as inflatable and load-bearing structures for axially symmetrical constructions for a house, building or reservoir, in which a hardening liquid is poured between two foils, which after hardening structure. This application follows on from a previously filed patent application No. 8301971 and other applications filed simultaneously with this application.
De problematiek wordt aangegeven in fig. 1. De bodem is gestort. De binnenfolie is onder druk gebracht en de trekkracht 21 uit de binnenfolie trekt de bodem omhoog middels de verankering 14 in de vloerplaat. De^trekkracht wordt tegengewerkt door het eigen gewicht van de vloer en het door 15 de vloer te leveren tegenmoment. De vloer kan gewapend worden met extra wapening 32 (staal of kunststof) om het benodigde moment te leveren. Door het moment ontstaat in de vloer aan de bovenzijde drukkracht 33 , die door het beton wordt opgenomen, aan de onderzijde trekkracht34 » die door de toegepaste wapening 32 moet worden opgenomen. Aan de onderzijde van de vloer 20 ligt de trekvaste folie 2. De uitvinding omvat het idee, dat de extra wapening niet toegevoegd wordt, maar dat de te leveren trekkracht voor de mo-mentwerking geleverd wordt door de reeds aanwezige trekvaste folie 2. Hier-• toe moet de folie stevig verankerd zijn aair.de betonmassa met uitstekende draden.The problem is indicated in fig. 1. The bottom has been poured. The inner foil is pressurized and the tensile force 21 from the inner foil pulls up the bottom by means of the anchoring 14 in the floor plate. The tensile force is counteracted by the weight of the floor and the counter moment to be delivered by the floor. The floor can be reinforced with additional reinforcement 32 (steel or plastic) to provide the required moment. As a result of the moment, compressive force 33, which is absorbed by the concrete, is created in the floor at the top, a tensile force 34 at the bottom which must be absorbed by the reinforcement 32 used. The tensile resistant film 2 lies on the underside of the floor 20. The invention comprises the idea that the additional reinforcement is not added, but that the tensile force to be supplied for the moment action is provided by the tensile resistant film already present. • the foil must be firmly anchored to the concrete mass with protruding wires.
25 in mijn duitse oktrooi-aanvrage P 3442904.2 wordt reeds melding ge maakt van ruw-behaard binnen-oppervlak van de folies. In mijn nederlandse oktrooi-aanvrage no. 8301971 is sprake van afstandhouders 11 van kunststof-draden (zie fig. 3). Hierdoor worden de binnen- en de buitenfolie telkens vastgezet op de betonspouw met kunststofdraden, die uit de folie steken en 50 de folie op de beton verankeren. De folie-verankering is noodzakelijk om vandalisme tegen te gaan en het verschil in uitzettingscoêfficiënt tussen folie en beton te vereffenen door de folie op veel plaatsen aan de beton te hechten. Doordat de buitenfolie 9 onder hoge druk heeft gestaan, zal deze :·*> ·. ·γ*In my German patent application P 3442904.2 reference is already made to roughly hairy inner surface of the foils. In my Dutch patent application no. 8301971, spacers 11 of plastic wires are mentioned (see fig. 3). As a result, the inner and the outer foil are always secured to the concrete cavity with synthetic wires, which protrude from the foil and anchor the foil on the concrete. The foil anchoring is necessary to counter vandalism and to equalize the difference in expansion coefficient between foil and concrete by bonding the foil to the concrete in many places. Because the outer foil 9 has been under high pressure, it will: · *> ·. Γ *
“ « rj \.S“Rj \ .S
—2— . ·5 na verharding van de beton er uit zichzelf al heel strak om heen zitten (is voorgespannen) en dit gekoppeld aan de goede aanhechting zal voorzien in een goed aansluitende en hechtende dakbedekking. De aanhechting van de binnenfolie 7 is naar keuze. Bij hergebruik van de binnenfolie 7 is geen aanhechting gewenst.—2—. · 5 after hardening of the concrete, it is already very tight around itself (is prestressed) and this coupled to the good adhesion will provide a well-fitting and adhesive roof covering. The adhesion of the inner foil 7 is optional. No adhesion is desired when the inner foil 7 is reused.
£ Behalve een vloermoment, treden ook wandmomenten op, vnl. t.p.v. de overgang van de wand op de vloer. Hierbij zitten de trekkrachten uit de momenten vnl. aan de buitenzijde (bij woningen) en kunnen weer opgenomen worden door de aanwezige trekvaste folie 9. De momenten in schalen en ronde platen werken altijd in twee richtingen en zijn complexer dan hier 10 simpelweg wordt aangegeven. Demomenten zijn echter te berekenen en de vereiste wapeningen in twee richtingen worden door de trekvaste folie in twee richtingen geleverd. Als zodanig is de optredende complexheid niet van invloed op de uitvinding: "trekkrachten niet (of niet alleen) in de beton laten opnemen met stalen wapening of toegevoegde kunststofvezels 15 (= kunststofwapening) in de beton, maar de optredende trekkracht t.g.v.£ In addition to a floor moment, wall moments also occur, especially at the transition from the wall to the floor. The tensile forces from the moments are mainly on the outside (in homes) and can be absorbed again by the tensile film 9 present. The moments in shells and round plates always work in two directions and are more complex than simply indicated here. However, moments can be calculated and the required two-way reinforcements are provided by the bi-directional tensile film. As such, the occurring complexity does not affect the invention: "do not (or not only) absorb tensile forces in the concrete with steel reinforcement or added synthetic fibers (= synthetic reinforcement) in the concrete, but the tensile force occurring as a result of
momenten kan geheel (of gedeeltelijk) geleverd worden door de aanwezige trekvaste folie op het oppervlak van de beton".moments can be fully (or partially) supplied by the tensile film present on the surface of the concrete ".
De optredende momenten zijn gering. Bij een halve bol, doorsnede 0 8 m^, hoogte 4 ml, is het optredende verticale wand moment plm.The appearing moments are small. With a hemisphere, diameter 0 8 m ^, height 4 ml, the vertical wall moment occurring is approx.
20 4 KNm en het optredende inklemmingsmoment in de vloer plm. 7 KNm.20 4 KNm and the occurring clamping moment in the floor approx. 7 KNm.
(afhankelijk van watergewicht en/of grondankers). Het maximale moment van 7 KNm levert een buigtrekspanning van plm. Tb = 0,7 N/mm^ of in de folie een trekkracht van 35 KN (bij een dikte van 25 cm). Deze trekkrachten zijn te leveren door folies met kunststofvezelversterking in een normale 25 handelskwaliteit.(depending on water weight and / or ground anchors). The maximum moment of 7 KNm provides a bending tensile stress of approx. Tb = 0.7 N / mm ^ or a tensile force of 35 KN in the foil (with a thickness of 25 cm). These tensile forces can be supplied by films with synthetic fiber reinforcement in a normal commercial quality.
De hechting van de folie op de beton wordt verzorgd door kunststof-weefsel-lussen. Behalve de aanhechting hebben deze lussen dezelfde werking als die van de beugels in een beton balk. (zie fig. 6) In feite is nu een betonconstructie gecreëerd met "buitenwapening" (= folie) en 30 beugels als weefsellussen.Zie fig-7 en 8.In fig. 7 is tweezijdig folie aangebracht;de lussen zijn gesloten kunststof-draden (lussen) met evt. knik 11 of zonder knik 11.De knik is bedoeld om de aanhechting van de lus in de beton te verbeteren;uiteraard kan dit doel ook op andere manie-—~ ren bereikt worden,bijv. door de draad van de lus te verdikken aan het 35 einde of de draad te splitsen aan het einde.De lussen moeten zo stabiel mogelijk aan het weefsel bevestigd zijn,zodat ze ook na het storten van de beton (uithardende vloeistof) nog loodrecht op het weefsel in de beton steken.Hiertoe kan men de lussen ook onderling verbinden (zie stippellijn .?: · % - ) Ό Ί V- fin in fig.7.).The adhesion of the foil to the concrete is provided by plastic fabric loops. In addition to the adhesion, these loops have the same effect as that of the brackets in a concrete beam. (see fig. 6) In fact, a concrete construction has now been created with "outer reinforcement" (= foil) and 30 brackets as fabric loops. See fig-7 and 8. In fig. 7 two-sided foil has been applied; the loops are closed plastic wires (loops) with possibly. bend 11 or without bend 11. The bend is intended to improve the adhesion of the loop in the concrete, of course this goal can also be achieved in other ways, eg. by thickening the thread of the loop at the end or splitting the thread at the end. The loops must be attached to the fabric as stably as possible so that they are still perpendicular to the concrete after pouring the concrete (hardening liquid). insert fabric into the concrete. To do this, the loops can also be joined (see dotted line.?: ·% -) Ό Ί V-fin in fig. 7.).
De uitvinding is niet beperkt tot betonconstructies in bouw,op deze manier zijn allerlei vormen met een bepaalde massa te bekleden met een kunststof-folie,die zich niet alleen goed hecht aan het ··> rv 5 oppervlak,maar tevens bijdraagt om de sterkte op te voeren.Te denken valt hierbij aan speeltuinfiguren,plastische sculpturen enz.Een bijkomend voordeel van de verpakte beton is,dat het niet meer aangetast wordt door zure regen of aggressieve vloeistoffen (mesttanks,reservoirs en silo ’s.)The invention is not limited to concrete structures in construction, in this way all kinds of shapes with a certain mass can be covered with a plastic film, which not only adheres well to the surface · r> 5, but also contributes to the strength on Examples include playground figures, plastic sculptures, etc. An additional advantage of the packaged concrete is that it is no longer affected by acid rain or aggressive liquids (manure tanks, reservoirs and silos.)
Om de tekeningen goed leesbaar te maken,volgt hier nog een verklaring van 10 de gebezigde cijfers: 1. Binnentent-bovenkant bodem.To make the drawings easy to read, here is another explanation of 10 the numbers used: 1. Inner tent top bottom.
2. Buitentent-onderkant bodem 3. Buitenbodemring.2. Flysheet-bottom bottom 3. Outer bottom ring.
4. Uithardende vloeistof.isolerend schuim als draagconstructie 15 6. Water.4. Curing liquid. Insulating foam as support structure 15 6. Water.
7. Binnentent-wand 9. Buitentent-wand 10. Luchtbuis in de spouw tussen binnen- en buitentent.7. Inner tent wall 9. Outside tent wall 10. Air tube in the cavity between inner and outer tent.
11. Kunststof-draden,lussen voor de verankering en hechting van 20 de folies op de spouw-vulling of de inwendige massa.11. Plastic wires, loops for anchoring and adhesion of the films to the cavity filling or the internal mass.
14.Holle buisjverankeringsstuk.14.Hole tubular anchor piece.
19.Binnendruk.19. Internal pressure.
21.Verticale trekkracht in de folie.21. Vertical tensile force in the foil.
32.Wapeningsstaal,evt. kunststofvezels.32. Reinforcing steel, if necessary. synthetic fibers.
25 33.Drukkracht.25 33. Force.
34. Trekkracht.34. Tensile force.
35, Beugels (verticale ) wapening in een betonbalk.35, Brackets (vertical) reinforcement in a concrete beam.
Niet genoemde cijfers zijn vervallen; M=Moment.Figures not mentioned have been canceled; M = Moment.
Fig. 1 is een doorsnede over de voet van de wand,die belast wordt met trekkrachten.Fig. 1 is a sectional view of the base of the wall that is subjected to tensile forces.
30 Fig. 2 geeft dezelfde voetdoorsnede aan,echter gewapend met betonijzer en/of "folie met lussen-wapening".FIG. 2 indicates the same foot section, but reinforced with reinforcing bar and / or "foil with loop reinforcement".
Fig.3 is de doorsnede uit oktrooinummer:8301971 .Fig. 3 is the section from patent number: 8301971.
Fig.4 geeft een opbuigend moment te zien op de vloerconstructie.Fig. 4 shows a bending moment on the floor construction.
Fig.5 geeft een wandstoringsmoment aan (bijv.t.g.v. windbelasting).Bij 35 een reservoir met vioeistofbelasting van binnen naar buiten kan het moment andersom werken!Fig. 5 shows a wall failure moment (e.g. due to wind load). With a reservoir with liquid load from the inside out, the moment can work the other way around!
Fig.6 geeft een aanzicht van de langswapening met beugels in een beton- ‘ 1 . /Fig. 6 shows a view of the longitudinal reinforcement with brackets in a concrete "1. /
Vr i ' VFri i 'V
v Vv V
—4— balk weer.—4— bar again.
Fig. 7 geeft een doorsnede over een betonplaat,gewapend met aan beide zijden "folie met lussen-wapening" .De vorm van de betonplaat ligt niet vast,allerlei vormen zijn op deze wijze in te pakken ,, 5 in folie.Fig. 7 is a cross-section of a concrete slab reinforced with "foil with loop reinforcement" on both sides. The shape of the concrete slab is not fixed, all kinds of shapes can be wrapped in this way.
. '___ .... Fig. 8 is een doorsnede over fig.7 en geeft een aanzicht van de lussen.. Fig. 8 is a sectional view of FIG. 7 showing the loops.
tt
Wat de materialen betreft, voor de nummers l,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 trek-10 sterkte.As for the materials, for numbers 1, 2, 7, 7a and 9, it applies that the film consists of: cloth, fabric, plastic film, which has a high tensile strength through a woven reinforcement of high-tensile plastic fibers. get well soon.
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 kunststofbind-middel,kunststofschuimen,zoals p.u-schuim,fenolschuim,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, such as p.u foam, phenolic foam, etc.
1515
i; -.· ,· o X -Ji; -., O X -J
Claims (6)
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| 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. |
| EP19860106949 EP0229867B1 (en) | 1985-11-22 | 1986-05-22 | Building construction realization method |
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 |
|---|---|
| NL8503223A true NL8503223A (en) | 1986-06-16 |
Family
ID=6251062
Family Applications (4)
| 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. |
| NL8503222A NL8503222A (en) | 1984-11-24 | 1985-11-22 | FOIL ANCHORING WITH AN OUTSIDE ANCHORING SYSTEM. |
Family Applications Before (2)
| 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. |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| NL8503222A NL8503222A (en) | 1984-11-24 | 1985-11-22 | FOIL ANCHORING WITH AN OUTSIDE ANCHORING SYSTEM. |
Country Status (2)
| Country | Link |
|---|---|
| DE (1) | DE3442904A1 (en) |
| NL (4) | NL8503220A (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 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
- 1985-11-22 NL NL8503222A patent/NL8503222A/en not_active Application Discontinuation
Also Published As
| Publication number | Publication date |
|---|---|
| NL8503220A (en) | 1986-06-16 |
| NL8503221A (en) | 1986-06-16 |
| DE3442904A1 (en) | 1986-06-05 |
| NL8503222A (en) | 1986-06-16 |
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