U.S. patent number 3,788,020 [Application Number 04/823,800] was granted by the patent office on 1974-01-29 for foamed plastic concrete form with fire resistant tension member.
This patent grant is currently assigned to Roher-Bohm Limited. Invention is credited to Werner K. H. Gregori.
United States Patent |
3,788,020 |
Gregori |
January 29, 1974 |
FOAMED PLASTIC CONCRETE FORM WITH FIRE RESISTANT TENSION MEMBER
Abstract
A self-supporting concrete form of foamed polymeric material to
be left in place to provide insulation for a wall the form having
two side walls joined by transverse tension members of sheet metal
or other thin fire resistent material. The tension members are
embedded in projections provided on inner faces of the two walls to
provide substantially cylindrical vertically disposed cavities for
concrete. The upper and lower edges of the tension members and
projections are inwardly spaced from associated edges of the two
side walls so that a horizontally disposed concrete beam will also
be provided when the form and adjacent similar forms are filled
with liquid concrete.
Inventors: |
Gregori; Werner K. H.
(Oakville, Ontario, CA) |
Assignee: |
Roher-Bohm Limited (Nassau,
BA)
|
Family
ID: |
25673612 |
Appl.
No.: |
04/823,800 |
Filed: |
May 12, 1969 |
Related U.S. Patent Documents
|
|
|
|
|
|
|
Application
Number |
Filing Date |
Patent Number |
Issue Date |
|
|
770233 |
Oct 24, 1968 |
3552076 |
|
|
|
580912 |
Sep 21, 1966 |
|
|
|
|
569908 |
Aug 3, 1966 |
|
|
|
|
Foreign Application Priority Data
|
|
|
|
|
Mar 22, 1966 [CA] |
|
|
955,523 |
|
Current U.S.
Class: |
52/309.12;
52/426; 52/439 |
Current CPC
Class: |
E04B
2/8611 (20130101); E04B 2/8617 (20130101); E04B
2/54 (20130101); E04B 2002/867 (20130101); E04B
2002/0206 (20130101) |
Current International
Class: |
E04B
2/42 (20060101); E04B 2/86 (20060101); E04B
2/54 (20060101); E04B 2/02 (20060101); E04b
002/20 (); E04c 002/20 () |
Field of
Search: |
;52/425,426,430,439,565,713,505,589 |
References Cited
[Referenced By]
U.S. Patent Documents
Foreign Patent Documents
Primary Examiner: Sutherland; Henry C.
Attorney, Agent or Firm: Breiner; Alfred W.
Parent Case Text
This application is a continuation-in-part of U.S. Ser. No. 770,233
filed Oct. 24, 1968, now U.S. Pat. No. 3,552,076, which is a
continuation-in-part of U.S. Ser. No. 580,912 filed Sept. 21, 1966,
now abandoned, which is a continuation-in-part of U.S. Ser. No.
569,908 filed Aug. 3, 1966, now abandoned.
Claims
I claim:
1. A self-supporting concrete form of foamed polymeric material
capable of containing liquid concrete without additional shoring,
said polymeric material being of uniform low density throughout so
as to be resiliently deformable, said form including two spaced
longitudinal walls terminating adjacent two spaced transverse end
walls, said end walls extending from one longitudinal wall to the
other, at least one partition wall intermediate said end walls
extending from one longitudinal wall to the other, at least one of
said end walls and said partition wall having a tension member of
fire resistant material integral therewith to provide a fire stop
between said longitudinal walls, said partition wall and end walls
defining holes extending through said form, each said hole being
vertically disposed when said form is in use and tapering toward a
smaller cross-section at its lower end, corresponding edges of said
transverse walls and said partition wall being inwardly spaced from
adjacent edges of said longitudinal walls so as to provide a
longitudinal beam of concrete integral with a column of concrete in
each said vertical hole when concrete is poured into a plurality of
assembled forms and a recess in a lower edge of each longitudinal
wall and a projection provided on an upper edge of each
longitudinal wall so that projections and recesses of superimposed
similar forms cooperate to position said forms, said polymeric
material being deformable to provide a seal thereby minimizing
seepage of concrete between forms.
2. A concrete form as claimed in claim 1 wherein the tension member
is embedded in said end walls or partition wall.
3. A concrete form as claimed in claim 2 wherein each of said end
walls and partition wall of said form comprises said tension
member.
4. A concrete form as claimed in claim 3 wherein said transverse
walls are inwardly curved so as to provide a longitudinal beam of
at least partly curved cross-section.
5. A concrete form as claimed in claim 3 wherein said projection on
the upper edge of each longitudinal wall is a tongue and said
recess on a lower edge of each longitudinal wall is a groove
adapted to receive a tongue of an adjacent similar form when said
forms are superimposed.
6. A concrete form as claimed in claim 5 wherein tongues are
provided on the end edges of longitudinal walls and grooves are
provided in end edges disposed on opposed end edges of the said
longitudinal walls so that tongues and grooves of adjacent similar
forms cooperate to position said forms and provide a substantially
liquid tight joint when forms are placed in end abutting
relationship.
7. A concrete form as claimed in claim 6 wherein said tension
members comprise foraminous material and said longitudinal walls
comprise integrally molded expanded beads of polystyrene.
8. A concrete form as claimed in claim 6 wherein said tension
members comprise a mesh at least partly composed of synthetic
plastic material.
9. A concrete form as claimed in claim 6 wherein at least one notch
is provided in each tongue on the upper edges of the longitudinal
walls to cooperate with mating raised portions in the grooves in
the lower edges of longitudinal walls thereby assisting in the
positioning of said form in horizontal rows.
10. In a wall structure, a plurality of molded form blocks of
foamed synthetic plastic material having a substantially uniform
low density, each said block having two spaced longitudinal walls
terminating adjacent two transverse end walls extending from one
longitudinal wall to the other, at least one partition wall
intermediate said end walls extending from one longitudinal wall to
the other, at least one of said end walls and said partition wall
having a tension member of fire resistant material integral
therewith to provide a fire stop between said longitudinal walls,
said end walls and partition wall interconnecting said longitudinal
walls to provide a sufficiently rigid structure for holding the
liquid concrete and defining vertical holes extending through said
form, each said hole tapering toward a smaller cross-section at its
lower end, upper and lower edges of said transverse walls and said
partition wall being inwardly spaced from adjacent edges of said
longitudinal walls so as to provide a longitudinally extending beam
of concrete integral with columns of concrete in said vertical
holes and a projection being provided along an upper edge of each
longitudinal wall and a recess being provided along a lower edge of
each longitudinal wall so that projections and recesses of
superimposed forms cooperate to position said forms, said
projections being compressed in said recesses to minimize seepage
of liquid concrete, similar projections being provided along end
edges of longitudinal walls and recesses along opposed end edges of
each said form whereby projections and recesses on the ends of
adjacent similar forms cooperate to provide a substantially
liquid-tight joint.
11. A wall structure as claimed in claim 10 wherein the tension
member is embedded in said end walls or partition wall.
12. A wall structure as claimed in claim 11 wherein each of said
end walls and partition wall of said form comprises said tension
member.
13. A wall structure as claimed in claim 12 wherein said transverse
walls are inwardly curved so as to provide a longitudinal beam of
at least partly curved cross-section.
14. A wall structure as claimed in cliam 12 wherein said projection
on the upper edge of each longitudinal wall is a tongue and said
recess on a lower edge of each longitudinal wall is a groove
adapted to receive a tongue of an adjacent similar form when said
forms are superimposed.
15. A wall structure as claimed in claim 14 wherein tongues are
provided on the end edges of longitudinal walls and grooves are
provided in end edges disposed on opposed end edges of the said
longitudinal walls so that tongues and grooves of adjacent similar
forms cooperate to position said forms and provide a substantially
liquid tight joint when forms are placed in end abutting
relationship.
16. A wall structure as claimed in claim 15 wherein said tension
members comprise foraminous material and said longitudinal walls
comprise integrally molded expanded beads of polystyrene.
17. A wall structure as claimed in claim 15 wherein said tension
members comprise a mesh at least partly composed of synthetic
plastic material.
18. A wall structure as claimed in claim 15 wherein at least one
notch is provided in each tongue on the upper edges of the
longitudinal walls to cooperate with mating raised portions in the
grooves in the lower edges of longitudinal walls thereby assisting
in the positioning of said form in horizontal rows.
Description
This invention relates to a concrete forming system and more
particularly to a form of foamed polymeric material which is left
in place to provide permanent insulation and a base for wall
surfaces such as plaster.
Various forming systems are used to hold concrete in place until
cured. However, skilled labour is required to erect the forming
systems resulting in high cost of construction. Furthermore,
removal of forms requires considerable time, delaying other trades
such as plumbers and electricians. If concrete is poured when the
temperature drops below freezing, it is necessary to provide
temporary insulation.
The object of this invention is the provision of a concrete forming
system of foamed polymeric material which will provide an insulated
concrete wall which has an improved fire rating.
A further object is the provision of self-supporting form which
does not require bracing, tie wires or shoring.
Another object is the provision of a form which eliminates the need
for heating and temporary insulation when concrete is poured at low
temperatures. Furthermore the concrete cures under ideal conditions
and reaches design strength in a shorter period thereby allowing
construction to proceed more quickly.
A further object of the invention is the provision of a form which
is left in place to perform the function of permanent insulation
and a vapor barrier on both sides of the concrete in the wall. It
is therefore unnecessary to provide temperature steel to take up
the stresses created by a temperature differential between the
inner and outer faces of the wall.
Another object is the provision of a forming system comprising
units molded by machine so as to provide a high degree of accuracy
at low cost so that the form can be quickly erected by unskilled
workmen.
A still further object is the provision of a form which provides a
base for a great variety of wall finishes such as plaster gypsum
board, ceramic tiles and plywood panels.
This invention provides a self-supporting concrete form of foamed
polymeric material adapted to be left in place to provide
insulation for a wall constructed of a plurality of superimposed
courses of said forms filled with concrete, said form comprising
two spaced panels of foamed polymeric material adapted to be
inter-connected by fire resistent tension members of fire resistent
material, said tension members being embedded in projections
integrally formed on inner faces of said panels to provide
transverse walls, said walls defining at least one vertical cavity
extending through said form from one major face to the other.
In the accompanying drawings which show preferred embodiments of
this invention,
FIG. 1 is a perspective view of a building unit in accordance with
this invention.
FIG. 2 is a top plan view of a building unit.
FIG. 3 is a sectional side elevational view taken long the line
3--3 of FIG. 1.
FIG. 4 is an end elevational view of a wall construction employing
the building units of FIG. 1 and
FIG. 5 is a perspective view of a tension member for use in the
building units.
Referring now in detail to the drawings a concrete form for use in
constructing walls indicated generally at 10 in FIGS. 1, 2 and 3 is
preferably molded in one piece of expanded polystyrene beads and
comprises two longitudinal walls 11 and 12 and two integral
transverse end walls 13 and 14. Three integral partition walls 15
and the end walls 13 and 14 define four substantially cylindrical
bores or cavities 16. An arcuate indentation in each of the end
walls 13 and 14 and the partition walls 15 provides a
longitudinally extending channel 18 interconnecting the cavities
16.
Similarly, the underside of the foam 10 is provided with a
longitudinally extending channel 18a of semi-circular cross section
whereby, in use, a horizontally extending concrete beam is formed
in the space provided by the associated channels 18 and 18a of two
forms 10 when one form is placed on top of the other as shown in
FIG. 4.
It will be noted that the top, bottom and end edges of the walls 11
and 12 are provided with tongues 20 or grooves 21 respectively to
mate with grooves and tongues of adjacent similar forms 10. The
tongues and grooves have a taper of about 5.degree. to provide a
more water tight joint.
It will be noted that the end walls 13 and 14 are provided with
ribs 24 adjacent their side edges and that the tongues 20 and
grooves 21 at the ends of the form 10 are provided on these ribs
24, thus ensuring that mating tongues 20 and grooves 21 adjacent
blocks 10 will not be prevented from fully engaging by engagement
of the major surfaces of the end walls 13 and 14.
The tongues 20 and grooves 21 provide for accurate alignment of the
form vertically as well as horizontally. This alignment of the
forms is facilitated by the accuracy which can be maintained in
molding the forms 10 of expanded beads of polystyrene.
The walls 13, 14 and 15 are provided with recesses 17 to hold
horizontal reinforcing steel 29 in place without tying.
The vertically disposed reinforcing steel 36 shown in FIG. 4, in
the form 10 is conveniently held in position by a strap 30 having
depending pointed portions 31 adapted to be embedded in the
longitudinal walls 11 and 12. The straps 30 are received in notches
32 in the tongues 20 which are centered with respect to the
cavities 16. The vertical reinforcing rods extend through apertures
33 provided in the strap 30. Dovetail grooves 35 provided in the
side walls of the form serve as plaster keys.
It will also be noted that the grooves 21 in the underside of the
form 10 are not continuous and that portions 37 which do not have a
groove are adapted to mate with the notches 32 in the tongues 20 of
an underlying form 10. Thus relative horizontal movement of
superimposed forms is prevented.
While it is possible to mold the form 10 entirely of foamed plastic
it is desirable particularly in multiple family dwellings to
provide a more fire proof wall. This has been accomplished by using
a thin fire resistent tension member 40 to interconnect adjacent
portions of the foamed plastic end walls 13 and 14 and partition
walls 15.
The tension member 40 particularly described and illustrated herein
is sheet metal plate having right angle flanges 42 (see FIG. 2).
However, other suitable materials such as wire mesh, asbestos,
glass fibre cloth or fire resistent polymeric materials. It should
be appreciated that if the material used for the tension member is
thin enough fire will not penetrate the concrete wall even though
the tension member is not completely fire proof.
In FIG. 5 a modified form of tension member is shown generally at
50 comprising two plates 52 and 53 adapted to be secured together
by fastening means passing through apertures 54 therein. Additional
rows of apertures 54 may be provided so that the width of the form
10 can be adjusted. The outer edges of the plates 52 and 53 are
provided with flanges 55 which are disposed at right angles to the
major surface of the plate. The flanges 55 alternate so that the
plastic foam of the projecting wall portions 13, 14 and 15 will not
be unduly weakened.
It will be readily apparent that when the form 10 is filled with
concrete a fire stop is formed between the plastic foam of the
inwardly projecting portions of the walls 13, 14 and 15.
The form 10 is conveniently formed in a mold by inserting tension
members 40 in the mold prior to filling the mold with pre-expanded
beads of polystyrene. The form 10 is thus molded in one piece to
provide the desired accuracy. However, it is possible to mold the
form in two pieces with plate 52 and 53 embedded in the respective
inner faces thereof. The mating portions of the form 10 can then be
secured together by suitable fastening means prior to being laid up
in a wall.
It will be noted that concrete will flow into the space between
outer faces of tension members 40 of forms 10 placed in end
abutting relationship. A fire stop is thus created at each end of
the form 10. However, to ensure that concrete completely seals the
ends of the abutting forms, the two tension members 40 or 50 at the
ends of the form 10 are preferably foraminous.
In use, a first course of form units 10 are positioned on a footing
(not shown) containing vertical dowels extending into the cavities
16. The cavities 16 are then filled with concrete to the height of
the recesses and the concrete in each hole is vibrated. Horizontal
reinforcing is laid, and vertical reinforcing rods about 58 inches
long are inserted into the wet concrete approximately 12
inches.
A second course of form units 10 is installed by slipping them over
the vertical rods and aligning the holes 16 in the first and second
courses. Two additional courses, including horizontal reinforcing,
may then be installed before filling the second and third courses
and the remaining space in the first course with concrete. Building
of the wall is then continued three form unit courses per pour
(approximately 4 feet).
When form units, in accordance with this invention, are used below
ground, it is recommended that two coats of plaster and a
bituminous coating be applied on the exterior face.
The form units 10 have a length of 4 feet and are 16 inches high.
The width of the form varies to suit the load bearing requirements.
It has been found that blocks having cores of 6, 8 and 10 inches in
width provide a reasonable range of sizes for structures up to
approximately 10 storeys in height.
Expandable beads of polystyrene known as Pelaspan is a preferred
material. This material is manufactured in the form of small beads
or granules containing an expanding agent. These particles are
expanded in a mold by the application of heat to the desired shape.
Pelaspan, because of its ability to be molded, provides an ideal
material for molding this plastic building component. Furthermore,
Pelaspan has desirable properties such as light weight, high
strength to weight ratios, ideal surface to carry plaster, low
moisture absorption and good insulating properties. Typical values
of the material are shown below:
Test Value Procedure Density 1.3-1.5 lbs/cu.ft. Shear Strength
22-25 p.s.i. ASTM C273 Compressive Strength 20-22 p.s.i. ASTM D1621
at 10% deformation Flexural Strength 60-62 p.s.i. ASTM C203 Tensile
Strength 48-52 p.s.i. ASTM D 1623 K-Factor 0.242-0.243 Dow Method
BTU in/hr. sq.ft. Water absorption 0.03 lb/sq.ft. MIL-P-19644A
Water Vapour 3.0-3.4 Transmission gm/24hr/100 sq.in. ASTM E96E
above values are obtained from lab moulded samples in the density
range specified.
The expandable polystyrene beads are pre-expanded to the desired
density (approximately 11/2 lbs. per cubic foot) before being
placed in the mold. It is also recommended that a
self-extinguishing type of polystyrene bead be used in the molding
of the forms to provide a more fire-resistent structure.
Other expanded polymeric materials may be used provided that the
desired tensile strength can be obtained without adversely
affecting the insulation value and weight of the form. the material
must also be capable of being molded to the desired shape. Examples
of such alternate materials are polyurethane foam or a foamed
polymeric material sold under the trade name Polcat by Nioteric
Chemical Systems Limited.
* * * * *