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Publication numberUS2324554 A
Publication typeGrant
Publication dateJul 20, 1943
Filing dateAug 12, 1940
Priority dateAug 12, 1940
Publication numberUS 2324554 A, US 2324554A, US-A-2324554, US2324554 A, US2324554A
InventorsBillner Karl P
Original AssigneeVacuum Concrete Inc
Export CitationBiBTeX, EndNote, RefMan
External Links: USPTO, USPTO Assignment, Espacenet
Building construction
US 2324554 A
Abstract  available in
Images(1)
Previous page
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Claims  available in
Description  (OCR text may contain errors)

July 20, 1943. K. P. BILLNER BUILDING CONSTRUCTION IWENTOR MM m w m a m M 1m m w 7 w m M M Z 0,

ATTORNEYE) Patented July 20, 1943 BUILDING CONSTRUCTION Karl P. Billner, New York, N. Y., assignor to Vacuum Concrete, Inc., a corporation of Pennsylvania Application August 12, 1940, Serial No. 352,195

3 Claims.

This invention relates to building construction and more particularly to a novel method of building concrete structures, such as dwellings, and the like, by the practice of which the bracing of the forms in which the concrete its poured is and eflicient and may be practiced at low cost with the use of a novel apparatus which also forms part of my invention.

While the invention has application to structures other than buildings, it will be described for illustrative purposes in connection with a building of the type which includes concrete walls and partitions and a concrete roof or ceiling. In the construction of concrete dwellings, and the like, it has been the practice to erecton the building site suitable forms in which the concrete is poured. Generally, these forms are made of woo-d and include an inner form having side walls and a top arranged on the foundation in the form of the desired room, and an outer form including sidewalls spaced from and opposing the walls of the inner form so that the concrete may be greatly simplified. The new method is simple poured between the inner and outer forms. After the concrete has set, the forms are removed and the concrete surfaces may be covered or finished in any desired manner. In constructing buildings in this manner, it is necessary to brace the top and side walls of the inner form, which is 'commonly made of plywood, to prevent their being broken in by the weight of the concrete when it is poured. Heretofore, the bracing of the inner form has been effected by means of, a system of beams, or the like, arranged between the side walls and extending from the floor to 'r the walls and the top or extending directly between the walls. Each of the beams must be installed separately before the concrete is poured and removed separately after the concrete has set, and these operations consume a substantial amount of time and require relatively skilled labor.

One feature of the present invention, therefore, resides in the provision of a novel method of constructing concrete buildings, and the like, which overcomes this objection to the present practice in that it does not require the installation of beams for bracing theinner form. According to my invention, the concrete in its plastic state is confined in a generally hollow mass of any desired form, as, for example, in the form of walls of a room, and simultaneously the hollow mass is subjected from the inside to a relatively high fluid pressure sufficient to hold the mass in position, and prevent it fromcollapsing, the fluid pressure being released after the concrete has set so that it is self-supporting. Preferably, the usual inner and outer forms are erected but without the customary bracing beams for the inner form, and an inflatable supporting body is arranged within the inner form and inflated in any suitable manner so that it occupies all or substantially all of the space therein. As

a result, the side walls and top of the inner form are braced from the inside by the walls of the inflatable body with which they contact. The pressure of the fluid in the inflatable body may vary depending on the weight of concrete to be poured between the forms, but the body is inflated sufliciently to withstand the pressure of the concrete against the inner form. The inflatable body may be constrained by any suitable means so that the outward pressure of its fluid content cannot break the inner form before the concrete is poured; After the concrete has set,

the supporting body is deflated and removed through a door or window of the room, and the forms are disassembled.

Another feature of the invention resides in the provision of a novel apparatus for use in prac ticing my invention, to brace the inner form when the concrete is poured. A bracing apparatus made in accordance with my invention comprises an inflatable body preferably made of rubberized fabric or other impervious, flexible material, and constructed so that when the body is inflated sufficiently it is of the same general shape and size as the inner form for the concrete. To this end, the inflatable body may be provided with constraining means preferably in the form of flexible chains, bands or wires extending around the body in horizontal and vertical planes so as to hold the body in the desired shape and size when it is inflated. Thus, the pressure exerted by the fluid content of the inflated body is distributed substantially uniformly over the side walls and top of the inner form which is occupied by the body; If desired, the flexible constraining members may be tied together where they cross each other over the inflatable body,

and the latter maybe provided with outwardly projecting studs for engaging the constraining members to hold them.in place.

It will be apparent that in the construction of concrete buildings, and the like, in accordance invention is of simple construction adapted for manufacture at low cost, and it may be readily installed in and removed from the inner form. The walls of the inner form may, if desired, be incorporated in the bracing apparatus itself by securing boards to the fabric of the inflatable body, the boards being arranged to present flat surfaces spaced from the walls of the outer form when the apparatus is inflated. With an apparatus of this construction, the erection of the forms for the concrete is greatly simplified, since some or all of the walls 01' the usual inner form may be eliminated.

For a better understanding of the invention reference may be had to the accompanying drawing, in which Fig. 1 is a perspective view of one form of an inflatable supp rt for use in practicing the invention;

Fig. 2 is a vertical sectional'view through part of a building showing a cross-section of the inflatable support in position after the concrete is poured;

Fig. 3 is a view similar to Fig. 2 showing the inner and outer forms removed and the inflatable support deflated and ready for removal;

Fig. 4 is a detail view of part of the inflatable support showing one of the studs thereon for' holding the constraining means in position, and- Fig. 5 is a horizontal sectional view of part of a modified form of the inflatable support.

Referring to the drawing, the apparatus shown in Fig. 1 comprises an inflatable body In made of a flexible, impervious material, such as a rubberized fabric. The body in is so constructed that when it is inflated it assumes the general shape and size of the desired concrete room, and to this end it may be made of a sheet I I forming the side walls of the body, a sheet l2 forming the top of the body and secured to the sides by seams l3, and a similar sheet (not shown) forming the bottom. In order to hold the body in the desired form when it is inflated, it may be provided with suitable constraining means, such as flexible wires, bands, chains, or the like, one set I 4 being arranged to extend around the body in horizontal planes, asecond set l5 being arranged to extend around the body in parallel vertical planes, and a third set I6 being arranged to extend around the body in parallel vertical planes normal to the planes of the members l5. Where the constrainin members 1,15 and I6 intersect' one another, they may be tied together as shown at l1, and the members may be held in.

position by means of flexible members 18 within the body l0 projecting outwardly from the body l0 at the intersections of the members. The fluid for inflating the body I 0 may be pumped into the body through a nipple I!) from a conduit 20 connected to the nipple and leading to the fluid pump (not shown).

In the practice of the new method with the apparatus shown in Fig. 1, the usual forms for receiving the concrete may be erected on a suitable foundation 22, these forms as shown com-- prising an inner form 23 and an outer form 24. The forms may, if desired, be provided with aligned openings to form a doorway 25. After the forms 23 and 24 have been erected, the inflatable body ID in its collapsed state may be placed inside the inner form 23, as, for example, through the doorway 25, and then inflated by pumping a suitable fluid, such as air or water, through the tube 20 until the body occupies all or substantially all of the space within'the'inner form. as shown in Fig. 2, When the body s so inner forms 23 and 23a which tends tocollapse these forms.-

' the inflated bodies Since the inflatable present upon inflating the body inflated, the flexible members I I, II and I I constrain it so that it assumes the general shape and size of the inner form and exerts a substantially uniform pressure over the top and side walls of theinner form. Also, any tendency for the body ID to bulge outwardly and distort the inner form is opposed by these constraining members.

When it is desired to construct a.concrete building having adjacent rooms separated by a con crete partition, 9. second inner form 23a similar to the form 23 may be arranged adjacent thereto on the foundation 22, and a body Illa similar to the body l0 may be inflated within the form 23a so as to brace the top and side walls thereof. It will be understood that instead of placing the inflatable bodies l0 and after the latter are erected, the bodies may be inflated prior to erection of the forms and the latter built around the bodies. The concrete 21 is on .top of the forms now poured between and in the usual manner. It will be apparent that the weight of the concrete at this time exerts a substantial pressure on the top and sides of the inner forms 23 and 23a However. Ill and Ma, by reason of their engagement with the top and sides of their respective inner forms, resist this tendency and exert a substantially uniform pressure over the adjacent surfaces of the forms so as,-t o counteract the pressure of the concrete. in the bodies I0 and Illa is correlated to the weight of the concrete outside of the inner forms so that these bodies and their corresponding inner forms will hold their shapes after the concrete is poured.

After the concrete 2! has set, the expansible bodies I0 and Illa are deflated, as shown in Fig. 3, and the forms 23, 23a and 24 removed. The deflated bodies may be removed from the build ing, as throughthe doorway 25, and used again in constructing other rooms.

With the new method, the building may be constructed more rapidly and at lower cost than with prior methods because the bracing of the inner form by erection of the usual system of beams is unnecessary. The inflatable body Ill may be easily placed in position and expanded to the desired form, and after the concrete has set it may be readily collapsed and removed.

throughout most of its area, the support for the latter is more uniform than the support afforded by the usual bracing beams.

A modifled form of the inflatable supporting apparatus is shown in Fig. 5. As there shown, the apparatus comprises an inflatable body 30 having a top and a bottom and side walls, and a plurality of boards 3| secured in generally parallel, closely adjacent relation to at least one wall of the body. The boards may be secured to the body in any suitable manner, as, for example, by sewing them into the fabric of the body. With this construction, when the body is inflated the boards 3|, present a substantially flat surface which may serve as part of the inner form for confining the concrete. Since the boards 3| are relatively narrow and have flexible connections between them, the wall which they will collapse when the body is deflated, so that the latter may be easily removed from the room. While'I have shown the boards 3| extending vertically, they Ilia within the respective The pressure body engages the inner form assure f a similar arrangement of boards may be provided on all four sides of the body and on the top as well. The boards 3| serve as a constraining means for the inflatable body, but the latter may be provided withadditional constraining means such as flexible bands, or the like, similar to themembers 14, I5 and I6. By employing an inflatable apparatus of the form shown in Fig. 5,

the construction of the forms for receiving the concrete is further simplified for the reason that the walls presented by the boards 3| may take the place of the corrsponding walls of the inner form.

I claim:

1. In the construction of concretebuildings, and the like, the method which comprises erecting inner and outer rigid supports of the desired form for receiving the concrete, inflating an expansible body within the inner form to brace said inner form, pouring concrete between the sibl le body after preliminary setting of the concre e. v i

2. For use in supporting concrete when it is poured. an inflatable apparatus comprising an inflatable body, flexible tension members extending around the body in spaced relation for constraining it in a predetermined form and limiting the inflation thereof, and studs projecting from the body for holding said members in position.

forms, and deflatingand removing the expan- KARL P. BIILNER.

Referenced by
Citing PatentFiling datePublication dateApplicantTitle
US2579801 *Feb 10, 1949Dec 25, 1951Curzon DobellConcrete pipe mold
US2593465 *May 17, 1946Apr 22, 1952Letourneau IncMobile form and transport for cast structures
US3024923 *Sep 9, 1959Mar 13, 1962Smith Harvestore ProductsMethod and apparatus for forming arches in storage structures
US3139464 *Jul 22, 1960Jun 30, 1964Bird Walter WBuilding construction
US3225413 *Jun 25, 1964Dec 28, 1965Walter W BirdInflatable form for a concrete building
US3486341 *Oct 11, 1966Dec 30, 1969Karl Huesker StieweForm for concrete or the like
US3862736 *Jan 4, 1973Jan 28, 1975Dearborn Rubber CorpDevice for forming polygonal voids in concrete members
US4027717 *Sep 17, 1975Jun 7, 1977Mitushi MioMethod for forming a casting mold and a flexible pattern to be used therefor
US4067680 *Dec 17, 1976Jan 10, 1978Perkins Alfred GTrowel for pipe lining material
US4102956 *Jan 29, 1976Jul 25, 1978Heifetz HBuilding method and equipment for use therewith
US4723751 *Jul 21, 1986Feb 9, 1988Hale Loren EInflatable form for concrete structures
US5400999 *Dec 23, 1991Mar 28, 1995Pavie; HenryInflatable construction apparatus
US5522181 *May 26, 1994Jun 4, 1996Ellsworth; Thayne N.Devices for the rapid deployment of igloos
US5771649 *Dec 12, 1995Jun 30, 1998Monotech International, Inc.Concrete monocoque building construction
US6112489 *Feb 17, 1998Sep 5, 2000Monotech International, Inc.Monocoque concrete structures
US7770332 *Nov 30, 2006Aug 10, 2010Muhamed SemizStructure with space applications and methods of construction thereof
US7971602Dec 5, 2007Jul 5, 2011David LewisSystems and methods for the collection, retention and redistribution of rainwater and methods of construction of the same
US20120000546 *Jul 1, 2011Jan 5, 2012David LewisSystems and Methods for the Collection, Retention, and Redistribution of Rainwater and Methods of Construction of the Same
US20120311941 *Aug 20, 2012Dec 13, 2012Matthew EdwardsSystems and methods for providing rounded vault forming structures
EP0479263A1 *Oct 1, 1991Apr 8, 1992Klaus SchumannForms for rooms as a whole, for making constructions with at least one level
WO1992012307A1 *Dec 23, 1991Jul 23, 1992Henry PavieInflatable building device
Classifications
U.S. Classification264/31, 52/2.15, 52/576, 249/27, 160/88, 249/65, 264/314
International ClassificationE04G11/04, E04G11/00
Cooperative ClassificationE04G11/04
European ClassificationE04G11/04