U.S. patent number 3,734,670 [Application Number 05/016,109] was granted by the patent office on 1973-05-22 for portable mold for erecting concrete or plastic shelters.
Invention is credited to Charles W. Stickler, Jr..
United States Patent |
3,734,670 |
Stickler, Jr. |
May 22, 1973 |
PORTABLE MOLD FOR ERECTING CONCRETE OR PLASTIC SHELTERS
Abstract
The invention relates to a portable mold for erecting a poured
concrete or plastic structure for use as a shelter or storage
building. An inside inflatable form is used to develop an internal
countour and supply a compressive force against a poured cement mix
sandwiched between the inflatable form and an outside rigid form of
determined contour, such as a quonset hut. The inflatable inner
form can be removed after exhausting the compressed air from its
confined area and may be reused.
Inventors: |
Stickler, Jr.; Charles W.
(Mohnton, PA) |
Family
ID: |
21775425 |
Appl.
No.: |
05/016,109 |
Filed: |
March 3, 1970 |
Current U.S.
Class: |
425/405.1;
425/389; 249/65 |
Current CPC
Class: |
B28B
7/32 (20130101) |
Current International
Class: |
B28B
7/32 (20060101); B28B 7/28 (20060101); B28b
003/00 (); B28b 007/32 () |
Field of
Search: |
;249/65,112,97,108,96
;25/127R,128D,131SC,131SD,131Z,124 ;264/31-34,69,94 ;18/5P,DIG.14
;52/2 ;425/45H |
References Cited
[Referenced By]
U.S. Patent Documents
Primary Examiner: Baldwin; Robert D.
Claims
I claim:
1. A form for erecting building shells or enclosures, comprising an
outer rigid curved form sub-divided into two curved complementary
halves terminating in upwardly extending flanges which are in
confronting relationship, said halves defining the outer wall, a
base, means for detachably fastening said flanges together, means
for detachably fastening the bottom end portions of said halves to
said base, a flexible inner form spaced inwardly from and
surrounded by said outer form, means for anchoring the ends of said
flexible inner form to said base, means for allowing introduction
of cementious mix between said inner and outer forms, a cylindrical
tube of inflatable material substantially surrounded by said inner
form and in contact with substantially the top half thereof and
means for introducing air under pressure inside said cylindrical
tube so that it will inflate and compress said mix between said
inner and outer forms.
2. A form as recited in claim 1 wherein there is a space of
substantially triangular cross-section between the bottom half of
said cylindrical tube and each end portion of said inner form, a
shaping form substantially filling each of said spaces, whereby
said shaping forms will press outwardly against said inner form
upon inflation of said cylindrical tube.
3. A form as recited in claim 1 wherein said flanges are disposed
in spaced confronting relationship when fastened together, whereby
said cementious mix will overflow therebetween to define a medial
rib.
4. A form as recited in claim 1 wherein said cylindrical tube is of
elastic rubber material, wherein said base is in the form of a
footer, and wherein said means for detachably fastening the bottom
end portion of said halves to said base and said means for
anchoring the ends of said flexible inner form to said base
comprise a plurality of U-shaped elements embedded in said base and
having upstanding legs which serve as the respective means.
5. A form as recited in claim 2 wherein said shaping form is
inflatable.
Description
This invention relates to a novel form for erecting a poured
concrete or plastic structure for habitation, storage, or
shelter.
An outstanding disadvantage of commonly used forms for erecting
shelters or huts has been that they are relatively complicated in
design and generally comprised of parts that are not readily
portable. Moreover, they are not flexible to permit easy variations
in sizes and contours, as well as ease for inserting windows and
door openings. Most important, they are not susceptible to quick
assembly and very rapid erection of the concrete structure at the
site.
An object of the present invention is to provide a novel form for
erection of dwellings or large enclosures, which form is devoid of
the abovenamed disadvantages.
A more specific object of the invention is to provide a novel
portable form embodying essentially an inflatable inner form member
surrounded by a rigid outer form in spaced relationship therewith
which defines the outside contour of the enclosure, and wherein a
cement or plastic mix is introduced between said forms and
thereafter the inner form is inflated so as to compress said mix
and force it to assume the shape of the outer and inner surfaces of
said forms.
Other objects and advantages will become more apparent from a study
of the following description taken with the accompanying drawing
wherein:
FIG. 1 is a top view of the form embodying the present
invention;
FIG. 2 is a vertical, cross-sectional view thereof;
FIG. 3 is a partial end view thereof;
FIG. 4 shows a modification.
Referring more particularly to FIGS. 1, 2 and 3 of the drawing, a
form is shown for erecting a poured concrete or plastic structure
for habitation, storage or shelter. The form illustrated, and by
way of example, is somewhat the shape of a quonset hut.
The invention provides for easily erected and disassembled forms to
receive and compress semi-fluid structural material into calculated
shapes of pre-determined dimension. The outside form may be of any
simple geometric shape composed of rigid panels 6 erected and
clamped at 4 to foundation footers 1, also clamped at 12, 13 at the
top flanges 11 of the panels with spacers 15 barely separating the
respective joined panels at the ridge line.
An inside wall rigid retaining form 18 provides for a
pre-determined vertical height. The flange 19 of the rigid inside
form is clamped at 20 to the foundation footer 1 with rigidity and
extends for the full length of structure on two sides. The distance
between outer form panels 6 and the inside wall retaining form 18
is architecturally calculated from structural requirements related
to height and width of the completed structure. Outside panels 6
may be flanged or formed at their joining edge 7.
Reinforcement mesh 16 with spacers 17 common to the concrete
process is spaced next to the outside form if structural design so
requires it for strength. A protective water retaining polyethylene
sheeting 21 may be placed between the reinforcement mesh 16 and the
inflatable compressive form 24 that is moved into the rigid erected
form. The inflatable form 24 is constructed of rubber or other
elastic material so designed that when filled with a pre-determined
quantity of air at a required pressure a definite contour will be
attained. Shape may be designed by inside horizontal 28 and
vertical 27 restrictors of webbing or other materials, and/or by
vulcanized restrictive areas 26 in the body of the inflatable form
in similar fashion to a bladder inflated in a football cover. A
restrictive envelope may be employed to insure contour. The form
would be rolled or folded into a manageable non-inflated mass for
moving and storage. The inflatable form would be equipped with
inflating nozzle connectors 25 and with an opening 29 to remove
that condensed water which may form and accumulate inside the
form.
The purpose of the inflatable form 24 is to have it assume a
structural contour somewhat less in dimension than the outside
rigid form 6. The distance from the fully inflated inside form 24
to the rigid form 6 would be greater near the foot and gradually
decrease in thickness to the ridge 11 or top of the combination of
confining forms as predesigned. Window and door shaping frames 22
may be placed as desired between the two forms. The floor area 3
need but be level on earth 2 or it may be constructed prior to
placement of the inside forms.
The inflatable form 24 is partially filled with compressed dry air
so that the shape and alignment is in correct relation to the rigid
form 6. Once in alignment the form may be further inflated so that
it has assumed nearly full contour and begins to stretch out the
adjacent polyethylene sheeting 21. If sheeting is not used, a
pre-shaped covering of fabric, plastic, or other protective and
confining envelope may be employed to surround the inflatable form.
An example is a leather covered football which has a preformed
inflatable bladder and a leather cover.
Insofar as the exterior form 6 encloses a cubic volume of known
amount and the inside inflatable form occupies, when fully
inflated, a known cubic volume, then the difference would be that
volume of space 30 to be filled with a selected material, such as
cement and sand, concrete, plastic, or other structural material
appropriate for architectural purposes.
End closures 9 may be pre-designed so that the panels may be
clamped at 8 to the perimeters of erected outside longitudinal
forms. The inflatable interior form 24 may then contour tightly
against both end panels. If elected, one end closure 9 may be
prepared by design to receive space allotment for cast-in-place
concrete or other material. One or both ends 9 may be completed
with pre-cast or pre-assembled end panels for erection upon removal
of the inflatable form. Retaining end panels 9 may be reinforced
with angles or other stiffening members 10 to resist the expanded
inside form 24.
Semi-fluid cement, concrete, plastic or other structural material
having the physical and/or chemical characteristics to solidify in
reasonable time may be pumped into the void space 30 through valve
openings 23 provided for the purpose. A sufficient volume is pumped
into the confined space at each panel to conform to calculated
requirement. The inflatable form 24 is then completely expanded to
predetermined dimension by compressed dry air inflation. The
expansion of the inside form will cause pressure to "squeeze" and
mold the semi-fluid material to exact dimension of the confining
forms. The semi-fluid material would "squeeze" upward pushing air,
which is displaced, through the opening 14 provided by the flange
15 separation at the ridge line 11 of the joined outside forms.
Semi-fluid material appearing at the ridge line 11 would indicate
proper air displacement. In some mixes having less fluid flow
characteristics, the use of a vibrator against the outside form may
improve the density of the material by reducing air entrapment.
All rigid outside forms 6,9 may be removed when the semi-fluid
injected material has hardened to structural strength. The outside
form clamps 8, 12, 4 are removed first and the rigid forms 6
removed. At this time any imperfect solidified area may be
patch-filled with appropriate materials and the outside contour
"brushed" for texture of the appearance or painted as desired.
The inside form 24 may now be partially deflated to relieve
compression against the structure sides and top and pulled from the
inside area. To assist in this removal and to reduce frictional
resistance, polyethylene sheeting placed on the floor 3 at the time
of form assembly will simplify removable of the inflatable form.
The outside components of the forms an the inflatable form may be
moved to next erection site.
The inside wall rigid form 18 may now be removed and any necessary
patch filling of the inside structure may be completed. The
polyethylene film will have served its purpose and been removed.
The end walls 9 may be erected and joined to the roof and side
structure by clamps 8. End walls 9 may be of material,
prefabricated or preformed, as the locale may require and complete
with doors, windows, ventilators, etc. Electrical, plumbing, or
other service requirements may be pre-designed into the components
of the rigid forms.
Rigid forms may be coated on the inside with silicone, plastic, or
such other material to reduce adhesive tendencies of the cured
cement or other structural material. Rigid panels may be of any
suitable material, preferably light in weight. Clamps may be of any
design preferably to function without the need of bolts requiring
tools. Flange holes should be slotted at 5 to make matching of pins
and clamps 20, 4 simple in alignment. Spacers 15 in the ridge
flange 11 of the outside form 6 may be permanently mounted to
insure air venting during the injection of the structural
material.
Injection material may be of sand and cement, with or without
additives of stone or chemical and/or plastic compositions; or any
other formulas or compositions which may be injected or placed in
the forms and stabilized by chemical or physical means.
Not to be excluded is the use of this mold system to place treated
or untreated particles of sand or other solids which may then be
injected with chemicals, stabilizers, plasticizers or hardening
compounds of any kind.
FIG. 4 shows a modification of the invention. The most simple
inflatable forms are the sphere and the cylinder for fabrication
and handling with resultant lowest cost of manufacture.
Advantage of this possibility is taken by using an elongated
cylinder. A footer 31 encircles the area upon which the structure
is to be erected. The shape of the footer may be of dual-depth, as
shown, to resist horizontal movement, such as from sea pressures,
or may be flat for housing units. Anchoring pins 32 are cast in the
footer 31 in "U" shape for anchoring the forms 35 and 37.
An inflatable cylindrical form 34 of neoprene, rubber or other
flexible material is placed on the mid-centerline of the parallel
footers 31. A shaping form 36 of light-weight material (possibly an
inflatable member) is then placed along the length of form 34 and
adjacent the row of pins 32a.
A shaping blanket or form 35 is placed over the inflatable form 34
and shaping form 36 and firmly fastened at the tie pins 32a.
Air pressure applied to the inflatable form 34 will cause the form
to expand into the shape of a cylinder and exert pressure against
shaping form 36 and against shaping blanket 35 to cause a desired
geometrical shape to be formed. This will be the basis of the
desired inside forming which will compress fluid cement mix (or
other materials) in space 40 against outer form 37.
The outer restricting form 37 may be erected lengthwise in
convenient handling panels tied at the base to footer 31 and
fastened temporarily at tie-pin 32b. Opposite panels are fastened
by temporary clamps 38 at the top flange of each paired panel as
shown. Air and excess fluid cement may escape at the top formed
flange by design of the flange. Each panel may be provided with a
valve or opening 39 to permit flow of fluid cement (or other
material) to be injected in measured quantity between the inner
inflatable form comprising 34, 35, 36 and the outer restrictive
form 37.
In operation, the inside inflatable form 34, 35, 36 would be air
inflated almost to full pressure and not quite to full
pre-determined dimension. At each end of the assembled forms, a
pressure resistant closing form would be firmly clamped or fastened
to the outside restricting form to provide a totally enclosed
vessel. A pre-determined quantity of fluid cement is injected
through openings 39 into space 40 between inflatable form 34, 35,
36 and the outer restricting form 37. Windows (not shown) may be
formed such as by use of elements 22 shown in FIG. 2.
Full determined air-pressure is now applied to the inflatable form
34, 35, 36 to compress the fluid cement into the space 40 of fixed
geometric size between inner and outer dimensioned forms. Air may
escape along the upper flange area of the outer forms and any
excess cement will extrude at that escape also. During the
compression operation, the cement mix may be vibrated by applying
vibratory means against the outer form 37.
Upon completion of curing time, the outer forming panels and end
closures may be removed for re-use at a new site. The inner
inflatable form 34, 35, 36 deflated are also removed to a new site.
Pre-formed end panels may then be fixed to the structure to provide
full enclosure.
Additional provisions may include the following:
The area 33 of floor space between the footers may be hard packed
sand or earth. An alternate may include a full cement slab as a
floor.
In some areas the structure may be cast as a "groin" for placement
without the need of footers. The footers would then be used merely
for casting purpose and re-used for additional structures and the
groins moved and placed as required.
If the footers are to be an integral part of the structure, then
reinforcement rods and a lock-in cast should be provided in the
footer.
It is not intended to exclude the provision of an integral footer
and structure casting including a cast floor.
Metal reinforcement may be set in place, or reinforcing fibers
added to the cement mix at the time of mix preparation.
An inner free-floating metal shaping blanket 35 may be used instead
of that described as a flexible (nylon or other similar material)
shaping member. The inflatable member 34 would then pneumatically
lift the metal blanket to form position.
It is possible to provide at least one end with this casting
procedure by providing a compression area at the one end. A slip
forming operation employing this method may be used for continuous
casting of the structure.
A variety of cast-in-place geometrical forms may be utilized to
provide for highway culverts and other structures common to the
construction industry.
Thus it will be seen that I have provided an efficient and highly
portable form for erecting dwellings or large enclosures at the
site by expanding an inner partition pneumatically against a poured
mix which is sandwiched between an inner form and an outer rigid
form whereby the mix becomes uniformly distributed and compressed
between the forms, and which forms are easily removed and used over
and over again.
While I have illustrated and described several embodiments of my
invention, it will be understood that these are by way of
illustration only and that avarious changes and modifications may
be made within the scope of the present invention and the following
claims.
* * * * *