IMPROVED CONCRETE FORM WALL BUILDING SYSTEM

Description

Technical Field

[0001] The present invention relates in general to an insulated concrete form wall building system and more particularly to a form provided by expanded polystyrene sidewalls between which channels are formed and into which concrete in slurry form is poured and thereby becomes a part of the permanent wall structure.

Background Art

[0002] The use of insulated concrete form wall building systems has been known for several decades as a means of eliminating the use of metal or wooden forms for the onsite construction of concrete walls for buildings. Although the use of metal or wooden forms provides a reliable means for making wall structures, such use suffers from the disadvantage that the forms are cumbersome and awkward to use and they must be removed after the concrete is sufficiently hard to allow their removal so that they do not end up forming a part of the wall structure. Such activity is labor intensive and particularly results in a substantial amount of on site labor in positioning the forms for pouring of the concrete.

[0003] Currently, competitive insulated concrete form building systems employ the use of expanded polystyrene material and fall into two basic categories, block style and sheet style. Block style systems use a molded expanded polystyrene building block system which is stacked in a building block configuration to form the concrete walls. The block style systems are easy to use, but they require a substantial amount of on site labor to assemble. The blocks typically incorporate internal clips or brackets that are designed to strengthen the joints therebetween. One of the principal disadvantages of the block style systems is that they do not readily accommodate openings for windows or doors, which limits their practical use primarily to separate wall systems or simple structures such as garages. One example of a block style system is disclosed in U.S. Patent No. 5,465,542, which differs from normal block systems in that the blocks disclosed preferably have embedded attachment strips for the fastening of wall coverings thereto.

[0004] The sheets style systems use two molded expanded polystyrene sheets, one on each side of the form. Typically, the sheets are held apart by system of clips or brackets that have to be assembled on the job site and is cumbersome and labor intensive. Various methods of sealing the joints between the sheet systems have been devised but again they are all labor intensive. None of the sheet systems incorporate features for easily placing windows or doors, again resulting in costly on site labor. Another major disadvantage that both competitive systems suffer from is that they do not support the concrete without additional bracing (external forms or shoring) in order to prevent the concrete from breaking through the forms when it is poured. An example of sheet style system is disclosed in U.S. Patent No. 3,788,020 and includes, in one embodiment, a pair of spaced panels connected together by fire resistant tension members.

[0005] Although competitive insulated concrete form systems have many shortcomings, they are gaining acceptance in the industry because of the energy savings and comfort they bring to the building structure. The use of competitive systems have been sold on their energy saving merits alone. Also, building codes are requiring insulation on the basement and foundation walls. Thus, insulated concrete form systems have been experiencing particularly increased acceptance as systems for building basements and foundation walls even though they do not provide any savings, from a construction labor standpoint, over conventional construction methods. However, their acceptance by large contractors or developers is still fairly limited.

[0006] The present invention provides an insulated concrete form building system that significantly decreases the amount of on site labor required and provides for a system in which windows and doors are readily accommodated.

Disclosure of the Invention

[0007] A first embodiment of the present invention provides an insulated concrete form wall building system having spaced apart elongated expanded polystyrene sidewalls, each having opposed inner surfaces that are formed with longitudinally spaced apart vertically oriented ribs that terminate in substantially flat surfaces to abut against one another to serve as a concrete wall form.

[0008] The spaced apart ribs define channels for receiving concrete poured therein. Preferably the polystyrene sidewalls are formed by cutting a single sheet of expanded polystyrene into two generally equal portions. Preferably, the top and bottom edges of the sidewall ribs have top and bottom ends that are spaced apart from the sidewall edges to provide upper and lower concrete receiving areas between the sidewalls that are in communication with the channels between the ribs. To form windows and doorways, the ribs of the sidewalls have opposed interrupted portions for receiving spacer members that are placed between the sidewalls, which spacer members are in the shape of the desired window or doorway.

[0009] A second embodiment of the present invention provides an insulated concrete form wall building system having spaced apart elongated expanded polystyrene sidewalls with divisional members positioned between the sidewalls. Each divisional member comprises top and bottom surfaces and two flat sides, one of which is attached to one sidewall and the other of which is attached to the second sidewall. The divisional members are spaced apart longitudinally along the sidewalls such that channels are formed between divisional members. The top and bottom surfaces of the divisional members are spaced apart from the top and bottom edges of the sidewalls to provide upper and lower concrete receiving areas between the sidewalls that are in communication with the channels between the divisional members. To form windows and doorways, divisional members are cut and attached to the first sidewall such that a seat the shape of the desired window or door is created. A spacer is inserted into the seat and the second sidewall attached.

[0010] A third embodiment of the present invention provides an insulated concrete wall building system that includes a form that is molded in one piece to provide a structure somewhat similar to that of the first two embodiments when they are assembled together. However, in view of the fact that assembly of the form is not required makes this embodiment even more of a labor saving device.

[0011] The invention also provides an insulated concrete form building system including a form of a size sufficient to provide by itself one section of a concrete wall for a building, said form comprising a first elongated expanded polystyrene sidewall, a second elongated expanded polystyrene sidewall, said sidewalls each having a top and a bottom, said bottom serving as the bottom of said building wall and said top serving as the top of said building wall; and elongated horizontally spaced apart, vertically oriented, expanded polystyrene dividers having at least four sides and positioned between said sidewalls to serve as spacers therebetween and provide a series of spaced apart channels between said dividers for receiving concrete poured therein, said dividers having top and bottom ends, with the top ends of said dividers being spaced below the top of said sidewalls and the bottom ends of said dividers being spaced above the bottom ends of said sidewalls to provide upper and lower concrete receiving areas in that are in communication with the channels between said dividers; and characterised by said dividers having a uniform transverse cross-section from top to bottom so the concrete poured into said channels forms columns of concrete that are vertically uniform in size and have at least four vertical sides, which sides are at an angle to one another so that the middle portion of said concrete columns is wider than their side portions whereby the width of said dividers is narrower at their centers to reduce the compression of said dividers between said sidewalls when a compressive force is applied thereon.

[0012] A plastic barrier may be laminated to the outside surface of one or both sidewalls of the present invention negating the need for a finish coat and providing a barrier to moisture rodents and many insects. This is especially advantageous where forms are used in subgrade positions. Preferably, this plastic barrier is in the form of an ABS plastic sheet of a thickness of about 1.6 mm (1/16").

[0013] The foregoing and other advantages of the present invention will appear from the following description. In the description, reference is made to the accompanying drawings, which form a part of hereof, and in which they are shown by illustration, and not of limitation, a specific form in which the invention may be embodied. Such embodiments [does] do not represent the full scope of the invention, but rather the invention may be employed in a variety of embodiments, and reference is made to the claims herein for interpreting the breadth of the invention.

Brief Description of the Drawings

[0014] 

Fig. 1 is a side perspective view of a first preferred embodiment of an insulated concrete form wall building system of the present invention;

Fig. 2 is a side view in elevation of a sidewall that is used to form a portion of the embodiment of Fig. 1, with the other sidewall of the embodiment being a mirror image of that shown;

Fig. 3 is a plan view of the sidewall of Fig. 2;

Fig. 4 is a plan view of the embodiment of Fig. 1;

Fig. 5 is an end view in elevation of the embodiment of Fig. 1;

Fig. 6 is a cross-sectional view taken along the line 6-6 of Fig. 4;

Fig. 7 is an enlarged fragmentary view of one end of the embodiment shown in Fig. 4;

Fig. 8 is a side view in elevation of a rebar clip employed in the embodiment of Fig. 1;

Fig. 9 is a side view in elevation of the rebar clip of Fig. 8 together with a segment of a rebar;

Fig. 10 is a plan view of the rebar clip and rebar of Fig. 9;

Fig. 11 is an end view in elevation of one of the sidewalls of the embodiment of Fig. 1, together with a window spacer that is attached thereto;

Fig. 12 is a side view in elevation of the sidewall of Fig. 10;

Fig. 13 is a side perspective view of a second preferred embodiment of an insulated concrete form wall building system of the present invention;

Fig. 14 is a plan view of two forms of the concrete form wall building system of Fig. 13 attached end-to-end;

Fig. 15 is an expanded perspective view of Fig. 14;

Fig. 16 is a cross section of Fig. 13 along the line 16-16 wherein a seat and spacer are shown assembled;

Fig. 17 is an end view of Fig. 16;

Fig. 18 is a side perspective view of a third preferred embodiment of an insulated concrete form wall building system of the present invention;

Fig. 19 is an end view of Fig. 18; and

Fig. 20 is a plan view of two forms of the concrete form wall building system of Fig. 18 attached end-to-end.

Modes for Carrying Out the Invention

[0015] The present invention provides an improved insulated concrete form wall building system that can be advantageously utilized in the construction industry as a quick and efficient means for providing insulated foundations, basements and above grade concrete walls in a manner that eliminates a substantial amount of on site construction labor and dramatically reduces on site construction and completion times. The system of the present invention offers greater versatility than that available through currently used block
or sheet based insulated concrete form systems, and is suitable and applicable to interior and exterior sub grade, above grade and multi-story applications.

[0016] Referring now to Fig. 1 a first preferred embodiment of an insulated concrete form wall building system is shown generally at 10. It should be understood by those skilled in the art that the embodiment shown is only one section of an entire system, with each of the sections being identical in construction except for those sections that may have doors or windows. The system 10 provides a form that is set on top of a standard type foundation footing 11 and includes a pair of elongated expanded polystyrene sidewalls 12 and 13. Spaced apart angle irons 14 are secured to the footing 11 at the base of each of the sidewalls 12 and 13 to hold them in place with respect to the footing 11.

[0017] As seen in Figs. 2 and 3, a sidewall 16 that may serve as either of the sidewalls 13 or 14 is shown. The sidewall 16 has an outer surface 17 (indicated only in Fig. 3) and an inner surface 18 provided with longitudinally spaced apart vertically oriented ribs 19 that project outwardly from the inner surface 18. As seen in Fig. 2, the ribs 19 have top and bottom ends 20 and 21 respectively that are spaced from top and bottom edges 22 and 23 respectively of the sidewall 16. As best shown by Fig. 3, each of the ribs 19 is formed with at least three sides, with two inclined side portions 24 that terminate in an outer flat surface 25 to provide channels 26 between the ribs 19 that are in a shape that is a mirror image to that of the ribs 19 so that two sidewalls 16 can be cut from a single sheet of expanded polystyrene by a hot wire and also to increase the strength of the system 10. Preferably, side edges 27 and 28 of the sidewall 16 are formed to intermate with an adjacent sidewall 16. The side edge 27 includes a narrow ledge portion 29 and the side edge 28 includes a recessed portion 30 of generally equal size to the ledge portion 29. It is also preferable that the sidewall outer surface 17 includes a plurality of vertically aligned spaced apart recessed furring strips 31 that may be used for attaching finishing materials to the sidewall 16 once an insulated concrete wall structure is completed.

[0018] Referring now to Fig. 4, the sidewalls 12 and 13 are positioned with respect to one another so that the flat surfaces 25 of their ribs 19 abut against one another to serve as dividers between the sidewalls. In such position, the channels 26 between the ribs 19 form an enclosure for receiving concrete that is in a hexagonal shape. Such shape reduces the amount of compression of the ribs 19 when a compressive force is applied on the sidewalls 12 and 13 due to the reduced width of the dividers at their middle. Additionally, as shown only in Fig. 5, due to the rib tops 20 and bottoms 21 being spaced apart from the top and bottom sidewall edges 22 and 23 respectively, upper and lower concrete receiving areas 32 and 33 respectively are provided and are in communication with the channels 26 between the ribs 19.

[0019] To strengthen the wall structure provided by the form system 10, rods of rebar 35 are positioned within the channels 26 (Figs. 4, 6 and 7) by means of snap-on rebar centering clips 36, shown best in Figs. 8, 9 and 10. The clips 36 are relatively thin and are formed in a rectangular shape with a center cutout portion 37 that provides two tabs 38 for fastening about the rebar 35 as shown in Fig. 9. Preferably, the clips 36 are formed of a semi-rigid plastic that is bendable for placement of the rebar 35 therein, but sufficiently strong to maintain the rebar in a proper position centered within the channels 26. By use of the clips 36, the rebar can be properly positioned within the channels 26 in a quick and efficient manner.

[0020] The use of the sidewalls 12 and 13 provides a strong and durable insulated wall structure that is formed without windows or doors. To provide windows or doors in structures produced by the form system 10, a sidewall 42, as shown in Figs. 11 and 12, is utilized together with a spacer 43. The sidewall 42 differs from the sidewalls 12 and 13 by the fact that portions of the ribs 19 of the sidewall 42 are removed to provide a rectangularly shaped seat 44 corresponding to the shape of a window opening to be formed by the use of the sidewall 42. As an example, the sidewall 42 is designed to provide for a wall structure with a window. Once the portions of the ribs 19 have been removed to form the seat 44, the spacer 43 is installed in the sidewall 42 to prevent the flow of concrete within the removed portions of the ribs 19 and the channels 26 therebetween. When the wall structure is formed and cured, the opening formed by the spacer 43, which is preferably formed of polystyrene, may be cut out.

[0021] Thus, it can be seen that the form system 10 of the present invention can be advantageously used to quickly and efficiently form insulated walls. Preferably, a majority of the labor involved in forming the form system 10 can be completed off site. For example, the sidewalls 12 and 13 can readily be provided by the use of cutting a single sheet of polystyrene with the use of a hot wire in the particular configuration desired to include windows or doors as appropriate. The two sidewalls formed by such cutting are then glued together along with any window or door spacers as needed, and the location of the doors and windows are marked on the sidewalls. The fully assembled forms are then delivered to the job site for use.

[0022] The system 10 can be made moisture, rodent, and insect resistant by laminating a plastic sheet to the outside surface of a sidewall which will be on the outside of the building. Preferably, this laminated sheet is made of ABS plastic and has a thickness of about 1/16". This can also be assembled with the system off-site.

[0023] Referring now to Fig. 13 a second preferred embodiment of an insulated concrete form wall building system is shown generally at 60. It should be understood by those skilled in the art that the embodiment shown is only one section of an entire system, with each of the sections being identical in construction except for those sections that may have doors or window. The system 60 provides a form that is set on top of a standard type foundation footing 62 and includes a pair of elongated expanded polystyrene sidewalls 64 and 66 each having an inner surface 68, 70 , an outer surface 72, a top edge 74, 76 and a bottom edge 78, 80 and side edges 82, 84. Spaced apart angle irons 86 are secured to the footing 62 at the bottom edges 78, 80 of the sidewalls 64 and 66 to hold them in place with respect to the footing 62.

[0024] As seen in Fig 14 and 15 the two sidewalls 64 and 66 are separated by vertically oriented divisional members 90 that have two flat sides 92 and 94 , a transverse cross section having a mid-point 96, and top and bottom ends 98 and 100 respectively that are spaced from top edges 74 and 76 and bottom edges 78 and 80 of the sidewalls 64 and 66. Each of the divisional members 90 is formed such that the flat sides 92 and 94 are wider than the mid-point 96 . When the longitudinally spaced apart divisional members 90 are attached to the inner surfaces 68 and 70 of the sidewalls 64 and 66, channels 106 between the divisional members 90 are formed. These channels 106 are preferably hexagonally shaped. The divisional members 90 placed along the sidewalls 64 and 66 and closest to either side edge 82 or 84 of the sidewalls 64 or 66 are a symmetrical half of the divisional member as divided along the vertical axis transverse to the planes of the sidewalls leaving a third flat side 110 . One of the half divisional members 108 is positioned such that its third flat side 110 overlaps one of the side edges 82 of the sidewalls 64 and 66, respectively and the other is placed just inside the side edge 84 of the sidewalls 64 and 66 of the system 60. As best shown in Fig 14, this arrangement provides a formation by which sidewalls 64 and 66 of adjacent systems 60 can be intermated. It is also preferable that the sidewall outer surface 72 includes a plurality of vertically aligned spaced apart recessed furring strips 112 that may be used for attaching finishing materials to the sidewalls 64 and 66 once an insulated concrete wall structure is completed.

[0025] As shown in Figs. 15, 16 and 17 to provide windows or doors in structures produced by the form system 60, the divisional members 90 are cut and the remainders used together with a spacer 122. The remaining divisional members 90 are attached to the first of said sidewalls 64 by attachment means such as gluing such that a rectangularly shaped seat 124 corresponding to the shape of the window opening is formed. Then, the spacer 122 is installed in the seat 124 and the remaining sidewall 66 is attached to the divisional members 90 by a similar attachment means. When the wall structure is formed and cured, the opening formed by the spacer 122, which is preferably formed of polystyrene, may be cut out.

[0026] Preferably, most of the labor involved in forming the form system 60 can be completed off site. For example, the divisional members 90 can be cut to allow for doors or windows, then the divisional members 90 can be positioned and glued to the first sidewall 64, the spacer 122 placed accordingly, and then the divisional members 90 can be glued to the second sidewall 66. The location of the doors and windows are marked on the outside of the sidewalls and the fully assembled forms are delivered to the job site for use.

[0027] When concrete is poured into the form 60, it will fill the channels 106. Due to the divisional member 90 top ends 98 and bottom ends 100 being spaced apart from the top edges 74, 76 and bottom edges 78, 80 of the sidewalls 64 and 66, upper and lower concrete receiving areas 130 and 132 respectively are provided and are in communication with the channels 106.

[0028] To strengthen the wall structure provided by the form system 60, rods of rebar are positioned within the channels 106 by means previously described and shown in Figs. 4 through 10.

[0029] The form system 60 can be made water, rodent, and insect resistant by laminating a plastic sheet 136 to the outside surface 72 of the sidewall 64 which will be on the outside of the building. Preferably, this laminated sheet is made of ABS plastic and has a thickness of about 1.6 mm (1/16"). This can also be assembled with the system off-site.

[0030] As described above, the forms provided by the systems 10 and 60 are designed to be constructed in pieces and then assembled together, preferably by gluing. However, such production of these forms is not essential to the present invention as it is contemplated that forms falling within the scope and spirit of the present invention can be molded or extruded to provide an integral form that will not have to be assembled.

[0031] Referring now to Figs. 18-20, a third preferred embodiment of the present invention is illustrated. Referring first to Fig. 18, an integral insulated concrete form wall building system is shown generally at 140. As was true with the first and second embodiments, the system 140 provides a form that is set on top of a standard type foundation footing 162 and includes a pair of elongated expanded polystyrene sidewalls 164 and 166 each having an inner surface 168, 170, an outer surface 172, a top edge 174, 176 and a bottom edge 178, 180 and side edges 182, 184. Spaced apart angle irons 186 are secured to the footing 162 at the bottom edges 178, 180 of the sidewalls 164 and 166 to hold them in place with respect to the footing 162.

[0032] As shown in Figs. 18-19, the two sidewalls 164 and 166 are separated by integrally formed, vertically oriented divisional members 190 that serve as spacers between the sidewalls 164 and 166. Each of the members 190 has a transverse cross-section with a midpoint (see Fig. 20) 196, and top and bottom ends 198 and 200 (Fig. 19) respectively that are spaced apart from the top edges 174 and 176 and the bottom edges 178 and 180 of the sidewalls 164 and 166 respectively. Each of the divisional members 190 is also formed such that their cross-sections reach their greatest width at the midpoint 196. The divisional members 190 are longitudinally spaced apart so that channels 206 (Fig 20) between the divisional members 190 are formed. These channels 206 are preferably hexagonally shaped to provide a narrow middle gap therebetween that acts to inhibit compression of the system 160 when a compressive force is applied on either or both sidewalls 164 and 166.

[0033] When concrete is poured into the system 160, it will fill the channels 206 to form vertical columns. The top and bottom ends 198 and 200 of the divisional members 190 respectively, are spaced apart from the top edges 174, 176 and bottom edges 178, 180 of the sidewalls 164 and 166 so that upper and lower concrete receiving areas 230 and 232 respectively are provided and are in communication with the channels 206. Preferably the top and bottom ends 198 and 200, respectively, of the divisional members 190, include transverse channels 234 and 236 that serve to strengthen such ends. Thus, the system 160 provides a form that is similar in construction to that provided by the systems 10 and 60, except that it does not have to be assembled.

[0034] Although the invention has been described with respect to three preferred embodiments thereof, it is to be understood that it is not to be so limited, since changes and modifications can be made therein, which are within the full intended scope of the invention as defined by the appended claims.

Claims

1. An insulated concrete form building system including a form of a size sufficient to provide by itself one section of a concrete wall for a building, said form comprising:

(a) a first elongated expanded polystyrene sidewall (164);

(b) a second elongated expanded polystyrene sidewall (166);

(c) said sidewalls each having a top (174, 176) and a bottom (178, 180), said bottom serving as the bottom of said building wall and said top serving as the top of said building wall;

(d) elongated horizontally spaced apart, vertically oriented, expanded polystyrene dividers (190) having at least four sides and positioned between said sidewalls to serve as spacers therebetween and provide a series of spaced apart channels (206) between said dividers for receiving concrete poured therein, said dividers having top (198) and bottom (200) ends, with the top ends of said dividers being spaced below the top of said sidewalls and the bottom ends of said dividers being spaced above the bottom ends of said sidewalls to provide upper (230) and lower (232) concrete receiving areas in that are in communication with the channels between said dividers; characterized by

(e) said dividers (190) having a uniform transverse cross-section from top to bottom so the concrete poured into said channels (206) forms columns of concrete that are vertically uniform in size and have at least four vertical sides, which sides are at an angle to one another so that the middle portion of said concrete columns is wider than their side portions whereby the width of said dividers (190) is narrower at their centers to reduce the compression of said dividers between said sidewalls when a compressive force is applied thereon.

2. A concrete form building system according to claim 1, wherein said dividers each have a transverse channei formed in their top (234) and bottom (236) ends to increase the strength thereof.

3. A concrete form building system according to claim 2, wherein the dividers (190) of each of said first and second sidewalls have opposed interrupted portions for forming windows or doors in said sidewalls.

4. A concrete form building system according to claim 3, wherein a spacer (122) member is placed between said first and second sidewalls positioned within the interrupted portions of said dividers.

5. A concrete form building system according to claim 1, wherein said first and second sidewalls are integrally formed with said dividers.

6. A concrete form building system according to claim 5, wherein said system further comprises elongated rebar (35) positioned within said spaced apart channels.

7. A concrete form building system according to claim 6, wherein said system further includes a rebar clip (36) attachable to each of said rebar, said clip having a winged configuration for properly positioning said rebar within said channels.

8. A concrete form building system according to claim 7, wherein said dividers are hexagonally shaped.

9. A concrete form building system according to claim 8, wherein the outer surface of at least one of said first and second sidewalls has spaced apart vertically oriented recesses and furring strips (112) are positioned in said recesses.

10. A concrete form building system according to claim 9, wherein the other of said sidewalls also includes a plurality of vertically oriented spaced apart recesses and furring strips (112) are positioned within said recesses.

11. A concrete form building system according to claim 8, wherein the outer surface of at least one of said first and second sidewalls is laminated to a plastic sheet.

Ansprüche

1. Isoliertes Betonform-Bausystem mit einer Form, die eine ausreichende Größe aufweist, so dass sie selbst einen Abschnitt einer Betonwand für ein Bauwerk bereitstellt, wobei die genannte Form folgendes umfasst:

(a) eine erste elongierte, erweiterte Polystyrol-Seitenwand (164);

(b) eine zweite elongierte, erweiterte Polystyrol-Seitenwand (166);

(c) wobei die genannten Seitenwände jeweils eine Oberseite (174, 176) und eine Unterseite (178, 180) aufweisen, wobei die genannte Unterseite als Unterseite der genannten Bauwerkswand dient, und wobei die genannte Oberseite als Oberseite der genannten Bauwerkswand dient;

(d) elongierte, horizontal räumlich getrennte, vertikal ausgerichtete, erweiterte Polystyrol-Teiler (190) mit mindestens vier Seiten und positioniert zwischen den genannten Seitenwänden, so dass sie als Abstandselemente dazwischen fungieren und eine Reihe räumlich getrennter Kanäle (206) zwischen den genannten Teilern zur Aufnahme von dahinein gegossenem Beton, wobei die genannten Teiler obere (198) und untere (200) Enden aufweisen, wobei die oberen Enden der genannten Teiler mit Zwischenabständen unter der Oberseite der genannten Seitenwände angeordnet sind, und wobei die unteren Enden der genannten Teiler mit Zwischenabständen oberhalb der unteren Enden der genannten Seitenwände angeordnet sind, so dass obere (230) und untere (232) Betonaufnahmebereiche bereitgestellt werden, die sich in Übertragungsverbindung mit den Kanälen zwischen den genannten Teilern befindet; dadurch gekennzeichnet, dass:

(e) die genannten Teiler (190) einen einheitlichen transversalen Querschnitt von oben nach unten aufeisen, so dass der in die genannten Kanäle (206) gegossene Beton Betonsäulen bildet, die vertikal eine einheitliche Größe aufweisen sowie mindestens vier vertikale Seiten, wobei die Seiten in einem Winkel zueinander angeordnet sind, so dass der mittlere Abschnitt der genannten Betonsäulen breiter ist als ihre Seitenabschnitte, wobei die Breite der genannten Teiler (190) an deren Mitten schmaler ist, um die Kompression der genannten Teiler zwischen den genannten Seitenwänden zu reduzieren, wenn eine Kompressionskraft darauf ausgeübt wird.

2. Betonform-Bausystem nach Anspruch 1, wobei die genannten Teiler jeweils einen transversalen Kanal aufweisen, der in deren oberen (234) und unteren (236) Enden ausgebildet ist, um deren Stärke zu erhöhen.

3. Betonform-Bausystem nach Anspruch 2, wobei die Teiler (190) jeder der genannten ersten und zweiten Seitenwände entgegengesetzte unterbrochene Abschnitte zum Bilden von Fenstern oder Türen in den genannten Seitenwänden aufweisen.

4. Betonform-Bausystem nach Anspruch 3, wobei ein Abstandselement (122) zwischen den genannten ersten und zweiten Seitenwänden platziert ist, positioniert in den unterbrochenen Abschnitten der genannten Teiler.

5. Betonform-Bausystem nach Anspruch 1, wobei die genannten ersten und zweiten Seitenwände integral mit den genannten Teilern ausgebildet sind.

6. Betonform-Bausystem nach Anspruch 5, wobei das genannte System ferner eine elongierte Rippe (35) umfasst, die in den genannten räumlich getrennten Kanälen positioniert ist.

7. Betonform-Bausystem nach Anspruch 6, wobei das genannte System ferner eine Rippenklammer (36) aufweist, die an jeder genannten Rippe angebracht werden kann, wobei die genannte Klammer eine Flügelkonfiguration aufweist, um die genannte Rippe ordnungsgemäß in den genannten Kanälen zu positionieren.

8. Betonform-Bausystem nach Anspruch 7, wobei die genannten Teiler hexagonale Formen aufweisen.

9. Betonform-Bausystem nach Anspruch 8, wobei die äußre Oberfläche mindestens einer der genannten ersten und zweiten Seitenwände räumlich getrennte, vertikal ausgerichtete Aussparungen und Füllstreifen (112) aufweist, die in den genannten Aussparungen positioniert sind.

10. Betonform-Bausystem nach Anspruch 9, wobei die andere der genannten Seitenwände ebenfalls eine Mehrzahl vertikal ausgerichteter, räumlich getrennter Aussparungen und Füllstreifen (112) aufweist, die in den genannten Aussparungen positioniert sind.

11. Betonform-Bausystem nach Anspruch 8, wobei die äußere Oberfläche mindestens einer der genannten ersten und zweiten Seitenwände an eine Kunststofflage laminiert ist.

Revendications

1. Système de construction à coffrage isolé comprenant un coffrage d'une taille suffisante pour proposer de lui-même une section d'un coffrage pour une construction, ledit coffrage comprenant .

(a) une première paroi latérale en polystyrène expansé allongée (164) ;

(b) une seconde paroi latérale en polystyrène expansé allongée (166) ;

(c) lesdites parois latérales ayant chacune une partie supérieure (174, 176) et une partie inférieure (178, 180), ladite partie inférieure servant de fond de ladite paroi de construction et ladite partie supérieure servant de partie supérieure de ladite paroi de construction ;

(d) des poussards en polystyrène expansé, allongés espacés de manière horizontale, orientés verticalement (190), ayant au moins quatre côtés et positionnés entre lesdites parois latérales pour servir de dispositifs d'espacement entre elles et proposent une série de canaux espacés (206) entre lesdits poussards pour recevoir le béton déversé, lesdits poussards ayant des extrémités supérieures (198) et inférieures (200), avec les extrémités supérieures desdits poussards qui sont espacées au-dessous de la partie supérieure desdites parois latérales et les extrémités inférieures desdits poussards étant espacées au-dessus des extrémités inférieures desdites parois latérales pour proposer des zones de réception de béton supérieure (230) et inférieure (232) qui sont en communication avec les canaux entre lesdits poussards ; caractérisé par:

(e) lesdits poussards (190) qui ont une section transversale uniforme de haut en bas de sorte que le béton déversé dans lesdits canaux (206) forment des colonnes de béton qui sont verticalement uniformes du point de vue de la taille et ont au moins quatre côtés verticaux, lesquels côtés sont angulaires les uns par rapport aux autres de sorte que la partie centrale desdites colonnes de béton est plus large que leurs parties latérales, moyennant quoi, la largeur desdits poussards (190) est plus étroite au niveau de leurs centres afin de réduire la compression desdits poussards entre lesdites parois latérales lorsqu'une force de compression est appliquée sur ceux-ci.

2. Système de construction à coffrage selon la revendication 1, dans lequel lesdits poussards ont chacun un canal transversal formé dans leurs extrémités supérieure (234) et inférieure (236) pour augmenter leur résistance.

3. Système de construction à coffrage selon la revendication 2, dans lequel les poussards (190) de chacune desdites première et seconde parois latérales ont des parties interrompues opposées pour former des fenêtres ou des portes dans lesdites parois latérales.

4. Système de construction à coffrage selon la revendication 3, dans lequel un élément d'espacement (122) est placé entre lesdites première et seconde parois latérales positionnées dans les parties interrompues desdits poussards.

5. Système de construction à coffrage selon la revendication 1, dans lequel lesdites première et seconde parois latérales sont formées de manière solidaire avec lesdits poussards.

6. Système de construction à coffrage selon la revendication 5, dans lequel ledit système comprend en outre une barre d'armature allongée (35) positionnée dans lesdits canaux espacés.

7. Système de construction à coffrage selon la revendication 6, dans lequel ledit système comprend en outre un crampon de fixation (36) de barre d'armature pouvant être fixé sur chacune desdites barres d'armature, ledit crampon de fixation ayant une configuration à ailettes pour positionner correctement ladite barre d'armature à l'intérieur desdits canaux.

8. Système de construction à coffrage selon la revendication 7, dans lequel lesdits poussards ont une forme hexagonale.

9. Système de construction à coffrage selon la revendication 8, dans lequel la surface externe d'au moins l'une desdites première et seconde parois latérales a des évidements espacés orientés verticalement et des fourrures (112) sont positionnées dans lesdits évidements.

10. Système de construction à coffrage selon la revendication 9, dans lequel l'autre desdites parois latérales comprend également une pluralité d'évidements espacés orientés verticalement et des fourrures (112) sont positionnées à l'intérieur desdits évidements.

11. Système de construction à coffrage selon la revendication 8, dans lequel la surface externe d'au moins l'une desdites première et seconde parois latérales est laminée sur une feuille de plastique.

Drawing