US2750647A - Hollow concrete core form - Google Patents

Hollow concrete core form Download PDF

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US2750647A
US2750647A US274543A US27454352A US2750647A US 2750647 A US2750647 A US 2750647A US 274543 A US274543 A US 274543A US 27454352 A US27454352 A US 27454352A US 2750647 A US2750647 A US 2750647A
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wall
hollow
center
center form
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Krieg Edward
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E04G11/18Forms, which are completely dismantled after setting of the concrete and re-built for next pouring for double walls
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/8682Mixed technique using permanent and reusable forms

Definitions

  • My invention relates to a form or mold used in the construction of a hollow concrete wall and, more particularly, to a center form which is inexpensive to a degree that disposition thereof after a single use is practical and, economically, is sound.
  • a form may be made integral with and left embedded within the center of a finished concrete wall.
  • the typical mold or center form for a hollow wall is made of metal, such as stainless steel, and is collapsible so the mold may be withdrawn after the concrete takes an initial set.
  • metal such as stainless steel
  • Many patentees have turned their inventive efforts toward the improvement of these collapsible metal forms. In summary, however, I have found that all of these metal forms are expensive and are complex in use to a degree which renders their use impractical for any but the largest contractors or for use in any but large housing projects and buildings.
  • a primary object of my invention is to provide a novel and improved mold or center form for the construction of a hollow concrete wall, said center form to be inexpensive, practical, and easy to use and to be disposable in the sense that the wall can be poured about the form and the form then can be left in place permanently.
  • Such a form it will be evident, eliminates the need for manipulability in the parts thereof so that less skilled labor may be employed and the construction of structurally superior poured walls once more can compete with block walls.
  • both a precast concrete block wall and a .hollow poured concrete wall are designed to provide a central dead air space. Such a space serves to insulate against heat loss, to trap moisture, to deaden the transmission of sound, and to provide an inexpensive quick construction technique of universal appeal.
  • both the block and the poured type of wall must possess sufiicient structural strength to support the floor loads and/ or lateral earth or wind pressures which will be imposed thereon.
  • lateral tie wires and vertical reinforcing rods are vdifficult to place and most walls constructed therefrom depend for their stability and strength upon the dead weight of the blocks.
  • the poured hollow wall which heretofore has been in use also possesses certain inherent disadvantages.
  • the complex and expensive collapsible metal forms or molds heretofore used make difficult the placing of reinforcing rods or tie wires since these elements must be retained yet the forms must be removed after the wall is poured.
  • it heretofore has been diflicult to achieve a continuous hollow core in the wall since the Wall is poured in vertically stacked horizontal courses and the mold or center form in each course must rest upon some support member provided either by the next lower course or by the outer forms.
  • a continuous hollow core is the most efllcient type as concerns insulation, moisture trapping, and sound deadening.
  • Another object of my invention is to provide, in that construction of a hollow concrete wall which proceeds in successive vertically stacked horizontal courses, a center form or mold which will carry, adjacent the top and bottom thereof, the respective mated halves of a two piece intermeshing grip means frictionally for interconnecting the center forms of adjoining horizontal courses.
  • the wall may be poured in the conventional horizontal courses yet the insulation core will be continuous and of substantially uniform lateral width.
  • Yet another object of my invention is to provide a novel spacer means for use with the tie wires above explained, said spacer means serving to grip the ends of the laterally projecting tie wires in order to maintain the said lateral projection while the Wall is poured. In this manner, a wall of uniform and unvaried strength, through course after course, can be constructed.
  • the center form of the instant invention is positioned intermediate two spaced vertical outer forms which are adapted to be removed after the wall is finished.
  • the center form is constructed of paper board, cellulose fiber insulating board, or the like and is adapted to remain permanently embedded within the finished wall in definition of the core thereof.
  • the center form per se defines a box-like structure having a hollow interior which is occupied by an insulation means in the form of any one of the three species above mentioned.
  • a plurality of elongated tie wires extend laterally through the center form and project beyond the sides thereof. These tie wires terminate short of the outer forms so the opposite ends thereof will be buried in the opposite halves o and of the finished hollow wall to tie them together.
  • each tie wire is gripped by a spacer means which bears upon the outer face of the corresponding center form side Wall to maintain the said lateral projection of the tie wire ends during pouring and curing.
  • a spacer means which bears upon the outer face of the corresponding center form side Wall to maintain the said lateral projection of the tie wire ends during pouring and curing.
  • l isa perspective view of a first species of my invention showing the center form in process of assembly with the intersecting and interlocking partition strips thereof exposed to view;
  • Fig. 2 is another perspective view of the first species of my invention, this figure showing the center form completely assembled with the tie wires and spacer means projecting from the exposed face thereof;
  • Fig. 3 is a section view through a partially completed hollow concrete wall with one horizontal course already poured and with the center form of the first species in place just prior to the pouring of a second horizontal course; 7
  • Fig. 4 is a foreshortened detail view, taken substantially on the line 4-4 of Fig. 3, showing one of the twisted tie wires and the manner in which this Wire extends laterally through the center form and projects beyond the sides thereof;
  • Fig. 5 is a further detail view, taken substantially on the line 5-5 of Fig. 4, more particularly indicating the manner in which the ends of the tie wires are bent to project substantially parallel to the sides of the center fdrm'more efi'iciently to tie the halves of the hollow concrete wall together;
  • Fig. 6 is a detail perspective of one of the spacer means tlzirough which theend of a tie wire is threaded and about which the end of the tie wire is bent in orderthat the lateral projection of the wire will be maintained during pouring;
  • Fig. 7 is asecti'onal detail view, taken substantially on the line 7-'7 of Fig. 1, showing one preferred construction material for the center form, this material being a corrugated paper board having the outer face thereof coated with a water impervious substance such as asphalt;
  • Fig. 8 is a perspective view of a partially completed concrete wall in which the second species of my invention is disclosed, said second species having a mass of loose grains of granular insulating material confined within'the hollow interior of the center form;
  • Figs. 9 and lOillustrate the third species of my invention Fig. 9 showing a large rectangular block of fibrous insulating material or cellulose insulating board and Fig. 10, taken substantially on the line 10-10 of Fig. 9;sho'v'v- 'ing'the fibrous nature of this material in crosssectional detail.
  • Each of the three species of my invention is designed for assembly on the job by a contractor.
  • a plurality'of elongated rectangular sheets of non-metallic insulating material such as that shown at 11, are shipped in ap'ack'a'ge to the construction site.
  • Each such sheet is provided with two score lines 12 for folding purposes.
  • a plurality of smaller rectangular sheets having longitudinal score lines may be provided.
  • these latter sheets "are folded to define a channel shape as shown at 13 in Figs. 1 and'2.
  • This channel shape defines an end wall adapted to space the side walls which are formed from the larger sheet 11.
  • the sheet 11 and "the channel shape 13 will define a hollow rectangular box having an open or hollow interior as hereinafter will be described.
  • each of these species defines an insulation means which occupies a majority of the hollow interior and abuts the sides of the box to maintain the lateral spacing thereof during pouring and curing of the wall.
  • this insulation means takes the form of a plurality of intermeshed and interlocked strips 20 which bound and define a dead air space in the finished wall.
  • the second species of the insulation means includes a mass of loose grains of granular insulating material 30 and, in Figs. 9 and 10, the insulation means is a rectangular block of fibrous insulating material 40 of the type which may be used in making the form per se.
  • each of the center form species provides a hollow envelope or rectangular box in which an insulation means is retained. A typical, on-the-job assembly of one of these envelopes or boxes now will be described.
  • the first species of the insulation means is formed from a plurality of elongated plane partition strips 21 which intercept and interlock substantially at right angles one to another. Thus, they define an open egg-crate appearance and are arranged to lie perpendicular to and substantially centrally of onehalf of the sheet 11.
  • depending tabs 22 may be provided and staples 23 are driven therethr'ough. Thereafter, the channel shaped end piece 13 may be assembled with one of the flanges 14 thereof in contact with the sheet 11. Similar staples 23 can be utilized to secure this flange to the sheet.
  • the sheet '11 is bent along the score lines 12 to assume the position shown in Fig. 2. In this position, the sheet defines two parallel rectangular side walls 15 and an integral connecting top wall 16. Additionally, the other flange 14 of the channel shape 13 is stapled, as at 23, to the abutting sidewall so as to define a connecting end wall spacer for the hollow box, the web 17 of the channel being arrangedperpendicular to the two side walls.
  • a plurality of elongated twisted tie Wires 18 are provided. These tie wires are punched laterally through the hollow center form so as to pierce both the sidewalls thereof. Thereafter, each end of the wire is threaded through an aperture 19d (see Fig. 6 in a spacer means 19. The 'sp'acer "then is moved laterally against the outer face of the corresponding sidewall 15 and the ends of the'vvire are bent about the protruding U-shaped bar 24 to bind'the spacer andwire into an integral piece, the terminal ends of each wire being arranged substantially parallel'to the sidewalls 15 with an elongated straight portion 18a.
  • the overall length of each spacer 1 9 and bar 24 is made equal to half the thickness of one side ofthe w'all'for apurp'ose hereinafter to be described.
  • Fig. 7 Before describing a typical construction technique utilizing the hollowcenter form above described, reference should be had to Fig. 7. In this figure, an enlarged cross-sectional detail of one of the side walls 15 has been shown. Thus, I prefer to use one of two materials in forming the hollow box. Both of these materials are inexpensive and can be termed a non-metallic insulating material, the first being a fibrous cellulose'insulating board such as shown at 40 in Figs. 9 and 10 and such'as is'sol'd "under the trade names Firtex or Cellotex. The second'material is a corrugated paper board having one fiat face and one corrugated face such as shown in Fig. 7.
  • the insulating board When wet, the insulating board is somewhat stronger than thepaper board so the latter preferably is treated, ass-1'1- dicated at '2 5, with a coat of water impervious material suh as asphalt or a syiithetic i'esin. Selecting asphalt as typical, thecOatingZS is sprayed or wiped over the eerrugations oii'that side of the paperboard which the wet concrete will contact. I have found that this disposition of the asphalt not only will make the paper board water impervious but will cause the asphalt to bond to the concrete after the wall is formed. Thus, should the paper board itself disintegrate or rot away after a number of years, the Water impervious asphalt layer will be retained in intimate contact with the inner faces of the hollow concerete wall.
  • two spaced vertical outer forms 26 (see Fig. 3) first are erected. If a previous lower horizontal course already has been poured, the upper outer forms may be secured to the companion lower forms with a nut and bolt assembly 27. In any event, these outer forms are adapted to be removed after the wall is erected and the hollow center form of the instant invention is arranged intermediate the two outer forms. This arrangement makes evident another important feature of my invention.
  • the end channel shape 13 terminates short of the lower margin of the side walls 15.
  • the partition strip 21 of the insulation means 20 also terminates short of the lower margin of the side walls.
  • the lower margins 28 are straddling and compressing the upper margins 29 of the next lower center form.
  • This allows the upper center form to rest upon and to grip the lower form so that successive courses of the hollow box will be positioned correctly with respect to one another.
  • I define these overlapping portions 28 and 29 as the respective mated halves of a two-piece intermeshing grip means frictionally for interconnecting the center forms of adjoining horizontal courses.
  • a wood spacer block 31 may be interposed between the vertical outer forms 26 to hold the top of the center form in place during the pouring operation.
  • I need not tie the center form permanently to the outer forms 26 and am saving of metal and complex tying forms.
  • tie wires 18 project laterally out from the side walls 15 a distance which substantially is equal to half the thickness of one portion of the wall. That is to say, the tie wires 18 terminate short of the outer forms 26 so the opposite ends thereof will be buried in the opposite halves of the finished hollow wall to tie them together across the center form.
  • This tie-in is intended to produce a hollow wall having superior structural strength, yet one which is possessed of a continuous insulation core running centrally up through the entire wall.
  • the wall is poured to a one course height. This pouring, as is evident in Fig. 3, progresses to the top of the outer forms 26 but leaves a portion of each center form projecting thereabove. This projection is essential in order that the next higher center form frictionally may grip the projecting portions and thus be retained in proper position intermediate the outer forms.
  • the outer forms 26 are stripped away but the center or inner forms are left in place permanently.
  • This permanent embedding of the center forms in the finished wall is of little consequence cost-wise since the center forms preferably are formed of paper board or of an inexpensive cellulose fiber insulating board.
  • the labor cost of erecting a hollow wall with my novel center form materially is reduced since the center forms do not have to be collapsed and stripped away.
  • the overall strength of the finished wall materially is enhanced because the tie wires 18 extend completely through the center form and tie together the respective halves of the wall.
  • the hollow center form has beenturned on its side with the top wall 16 now resting adjacent the next center form rather than adjacent the center form in the higher or next lower horizontal course.
  • the lower margins 28 and the upper margins 29 of adjoining horizontal courses are intermeshed and interlocked as with the previous species to define the respective mated halves of the two piece grip means.
  • the hollow center form of this species is the same as the hollow center form of the previous species except that the partition strips 21 are left out and an open top is provided.
  • the open top of the form is essential since the insulation means which occupies the hollow interior of this species is defined by a mass of loose grains of granular insulating material 30.
  • This insulating material is poured into the hollow interior of the center form from a bucket or the like 32 after the center forms are assembled and in place.
  • a hollow center form such as that used with the previous species is illustrated.
  • This form does not have the tie wires 18 assembled therethrough prior to the time the insulation means 40 is inserted in the hollow interior.
  • the insulation means 40 of this species consists of a large rectangular block of fibrous insulating material or insulating board.
  • Fig. 10 illustrates the fibrous nature of this material and, as is known in the art, such a material is expensive yet is possessed of superior insulation qualities.
  • the block of insulating material 40 first is positioned within the hollow interior of the form and, thereafter, the tie wires 18 are assembled through the form. As is evident, the tie wires then will pierce both the-block of insulating material and the walls of the form to tie the entire mass together in an integral unit.
  • a plurality of these third species forms then may be assembled in horizontal courses with the tie wires in place.
  • This center form allows the definition of a continuous insulation core which runs centrally up through the wall and the form itself may employ any one of three species of insulation means. With each species, the form is inexpensive to the end that it may be left in place permanently embedded within the finished wall.
  • a hollow concrete wall of superior struc tural strength and of superior insulation qualities is provided at a minimal cost and with as little complexity of construction technique as is practical.
  • said insulation means include desa mass of loose grains of granular insulating material confined Within the hollow interior of the "center form.

Description

June 19, 1956 KRIEG HOLLOW CONCRETE CORE FORM 2 Sheets-Sheet 1 Filed March 5, 1952 INVENTOR. .Ed Wa rd Krie V2" June 19, KRIEG HOLLOW CONCRETE CORE FORM 2 Sheets-Sheet 2 Filed March a, 1952 INVENTOR. .E'd Ward Krie BY United States Patent HOLLOW CONCRETE CORE FORM Edward Krieg, Corvallis, Greg.
Application March 3, 1952, Serial No. 274,543
4 (Jlaims. (Cl. -131) My invention relates to a form or mold used in the construction of a hollow concrete wall and, more particularly, to a center form which is inexpensive to a degree that disposition thereof after a single use is practical and, economically, is sound. By way of example, such a form may be made integral with and left embedded within the center of a finished concrete wall.
Increasing labor, lumber and steel costs today are turning the attention of many contractors toward the feasibility of constructing homes and small commercial buildings either (1) with concrete blocks or (2) on-the-job poured hollow concrete walls. Of these two constructions, precast concrete blocks heretofore have been more economical. This has caused many contractors to shy away from the poured hollow wall construction in spite of the fact that more strength can be gained by the latter. Further, block walls are easier to construct in that less skill is required and fewer man hours are consumed in comparison to a poured hollow wall of similar dimensions. This latter advantage is born of the fact that hollow wall construction heretofore has been practical only when rather expensive and complex molds or forms are employed to form the core of the hollow wall. Thus, the typical mold or center form for a hollow wall is made of metal, such as stainless steel, and is collapsible so the mold may be withdrawn after the concrete takes an initial set. Many patentees have turned their inventive efforts toward the improvement of these collapsible metal forms. In summary, however, I have found that all of these metal forms are expensive and are complex in use to a degree which renders their use impractical for any but the largest contractors or for use in any but large housing projects and buildings.
Accordingly, a primary object of my invention is to provide a novel and improved mold or center form for the construction of a hollow concrete wall, said center form to be inexpensive, practical, and easy to use and to be disposable in the sense that the wall can be poured about the form and the form then can be left in place permanently. Such a form, it will be evident, eliminates the need for manipulability in the parts thereof so that less skilled labor may be employed and the construction of structurally superior poured walls once more can compete with block walls.
In general, both a precast concrete block wall and a .hollow poured concrete wall are designed to provide a central dead air space. Such a space serves to insulate against heat loss, to trap moisture, to deaden the transmission of sound, and to provide an inexpensive quick construction technique of universal appeal. At the same time, it is evident that both the block and the poured type of wall must possess sufiicient structural strength to support the floor loads and/ or lateral earth or wind pressures which will be imposed thereon. With a block wall, of course, lateral tie wires and vertical reinforcing rods are vdifficult to place and most walls constructed therefrom depend for their stability and strength upon the dead weight of the blocks. This dependence dictates the use "ice of a relatively large and expensive block in most home construction. Further, block wall construction per se is not moisture impervious since the wall is continuous laterally through the ends of the blocks and through the mortar joints. These all are deficiencies or disadvantages which it is an object of my invention to eliminate in the construction of a wall.
The poured hollow wall which heretofore has been in use also possesses certain inherent disadvantages. Thus, the complex and expensive collapsible metal forms or molds heretofore used make difficult the placing of reinforcing rods or tie wires since these elements must be retained yet the forms must be removed after the wall is poured. Similarly, it heretofore has been diflicult to achieve a continuous hollow core in the wall since the Wall is poured in vertically stacked horizontal courses and the mold or center form in each course must rest upon some support member provided either by the next lower course or by the outer forms. A continuous hollow core, on the other hand, is the most efllcient type as concerns insulation, moisture trapping, and sound deadening.
Having in mind the above disadvantages of prior hollow wall construction techniques, it is one object of my invention to provide a novel center form which will define a continuous insulation core of uniform lateral width running centrally up through a hollow poured wall.
Another object of my invention is to provide, in that construction of a hollow concrete wall which proceeds in successive vertically stacked horizontal courses, a center form or mold which will carry, adjacent the top and bottom thereof, the respective mated halves of a two piece intermeshing grip means frictionally for interconnecting the center forms of adjoining horizontal courses. Thus, the wall may be poured in the conventional horizontal courses yet the insulation core will be continuous and of substantially uniform lateral width.
To define a poured hollow wall having the strength of a solid Wall, it is a further object of my invention to pierce the novel center form with a plurality of elongated tie wires which project beyond the sides of the center form so the opposite ends of the wires will be buried in the opposite halves of the finished hollow wall to tie these halves together.
Yet another object of my invention is to provide a novel spacer means for use with the tie wires above explained, said spacer means serving to grip the ends of the laterally projecting tie wires in order to maintain the said lateral projection while the Wall is poured. In this manner, a wall of uniform and unvaried strength, through course after course, can be constructed.
In conjunction with the center form or mold above defined, it is another object of my invention to provide three species of insulation means, any one of which will occupy a majority of the hollow interior of the form and will abut the sides of the form both to maintain the lateral spacing of the sides during construction and to enhance the insulation properties of the finished Wall.
In service of the above inventive objects, the center form of the instant invention is positioned intermediate two spaced vertical outer forms which are adapted to be removed after the wall is finished. In contrast with these outer forms, the center form is constructed of paper board, cellulose fiber insulating board, or the like and is adapted to remain permanently embedded within the finished wall in definition of the core thereof. Thus, the center form per se defines a box-like structure having a hollow interior which is occupied by an insulation means in the form of any one of the three species above mentioned. Further, a plurality of elongated tie wires extend laterally through the center form and project beyond the sides thereof. These tie wires terminate short of the outer forms so the opposite ends thereof will be buried in the opposite halves o and of the finished hollow wall to tie them together. Still further, the projecting ends of each tie wire are gripped by a spacer means which bears upon the outer face of the corresponding center form side Wall to maintain the said lateral projection of the tie wire ends during pouring and curing. Thus, the entire center form'assembly is inexpensive to fabricate and is simple to use. Additionally, the novel disposition of the tie Wires and insulation means strengthens the form during construction of the wall and ties the two halves of the wall together so the strength thereof is equal to that of a solid wall, yet a continuous central insulation core is provided.
The above and other desirable objects, points of novelty, and advantages inherent in and encompassed by :my in vention will become apparent from the ensuing description, taken in conjunction with the accompanying drawings, wherein;
l isa perspective view of a first species of my invention showing the center form in process of assembly with the intersecting and interlocking partition strips thereof exposed to view;
Fig. 2 is another perspective view of the first species of my invention, this figure showing the center form completely assembled with the tie wires and spacer means projecting from the exposed face thereof;
Fig. 3 is a section view through a partially completed hollow concrete wall with one horizontal course already poured and with the center form of the first species in place just prior to the pouring of a second horizontal course; 7
Fig. 4 is a foreshortened detail view, taken substantially on the line 4-4 of Fig. 3, showing one of the twisted tie wires and the manner in which this Wire extends laterally through the center form and projects beyond the sides thereof;
Fig. 5 is a further detail view, taken substantially on the line 5-5 of Fig. 4, more particularly indicating the manner in which the ends of the tie wires are bent to project substantially parallel to the sides of the center fdrm'more efi'iciently to tie the halves of the hollow concrete wall together;
Fig. 6 is a detail perspective of one of the spacer means tlzirough which theend of a tie wire is threaded and about which the end of the tie wire is bent in orderthat the lateral projection of the wire will be maintained during pouring;
Fig. 7 is asecti'onal detail view, taken substantially on the line 7-'7 of Fig. 1, showing one preferred construction material for the center form, this material being a corrugated paper board having the outer face thereof coated with a water impervious substance such as asphalt;
Fig. 8 is a perspective view of a partially completed concrete wall in which the second species of my invention is disclosed, said second species having a mass of loose grains of granular insulating material confined within'the hollow interior of the center form; and
Figs. 9 and lOillustrate the third species of my invention, Fig. 9 showing a large rectangular block of fibrous insulating material or cellulose insulating board and Fig. 10, taken substantially on the line 10-10 of Fig. 9;sho'v'v- 'ing'the fibrous nature of this material in crosssectional detail.
' Each of the three species of my invention is designed for assembly on the job by a contractor. To this end a plurality'of elongated rectangular sheets of non-metallic insulating material, such as that shown at 11, are shipped in ap'ack'a'ge to the construction site. Each such sheet is provided with two score lines 12 for folding purposes. Additionally, under separate package, a plurality of smaller rectangular sheets having longitudinal score lines may be provided. At the building site, these latter sheets "are folded to define a channel shape as shown at 13 in Figs. 1 and'2. This channel shape defines an end wall adapted to space the side walls which are formed from the larger sheet 11. Thus, when assembled, the sheet 11 and "the channel shape 13 will define a hollow rectangular box having an open or hollow interior as hereinafter will be described.
It is in conjunction with the hollow interior of each box that the three species of my invention are used. Thus, each of these species defines an insulation means which occupies a majority of the hollow interior and abuts the sides of the box to maintain the lateral spacing thereof during pouring and curing of the wall. In Figs. 1, 2 and 3, this insulation means takes the form of a plurality of intermeshed and interlocked strips 20 which bound and define a dead air space in the finished wall. In Fig. 8, on the other hand, the second species of the insulation means includes a mass of loose grains of granular insulating material 30 and, in Figs. 9 and 10, the insulation means is a rectangular block of fibrous insulating material 40 of the type which may be used in making the form per se. Thus, each of the center form species provides a hollow envelope or rectangular box in which an insulation means is retained. A typical, on-the-job assembly of one of these envelopes or boxes now will be described.
Referring to Figs. 1 and 2, the first species of the insulation means is formed from a plurality of elongated plane partition strips 21 which intercept and interlock substantially at right angles one to another. Thus, they define an open egg-crate appearance and are arranged to lie perpendicular to and substantially centrally of onehalf of the sheet 11. To fix the partitions in place, depending tabs 22 may be provided and staples 23 are driven therethr'ough. Thereafter, the channel shaped end piece 13 may be assembled with one of the flanges 14 thereof in contact with the sheet 11. Similar staples 23 can be utilized to secure this flange to the sheet.
As a further step in the assembly of a center form, the sheet '11 is bent along the score lines 12 to assume the position shown in Fig. 2. In this position, the sheet defines two parallel rectangular side walls 15 and an integral connecting top wall 16. Additionally, the other flange 14 of the channel shape 13 is stapled, as at 23, to the abutting sidewall so as to define a connecting end wall spacer for the hollow box, the web 17 of the channel being arrangedperpendicular to the two side walls.
As a final step in the assembly of each of the species, a plurality of elongated twisted tie Wires 18 are provided. These tie wires are punched laterally through the hollow center form so as to pierce both the sidewalls thereof. Thereafter, each end of the wire is threaded through an aperture 19d (see Fig. 6 in a spacer means 19. The 'sp'acer "then is moved laterally against the outer face of the corresponding sidewall 15 and the ends of the'vvire are bent about the protruding U-shaped bar 24 to bind'the spacer andwire into an integral piece, the terminal ends of each wire being arranged substantially parallel'to the sidewalls 15 with an elongated straight portion 18a. In substance, the overall length of each spacer 1 9 and bar 24 is made equal to half the thickness of one side ofthe w'all'for apurp'ose hereinafter to be described.
Before describing a typical construction technique utilizing the hollowcenter form above described, reference should be had to Fig. 7. In this figure, an enlarged cross-sectional detail of one of the side walls 15 has been shown. Thus, I prefer to use one of two materials in forming the hollow box. Both of these materials are inexpensive and can be termed a non-metallic insulating material, the first being a fibrous cellulose'insulating board such as shown at 40 in Figs. 9 and 10 and such'as is'sol'd "under the trade names Firtex or Cellotex. The second'material is a corrugated paper board having one fiat face and one corrugated face such as shown in Fig. 7. When wet, the insulating board is somewhat stronger than thepaper board so the latter preferably is treated, ass-1'1- dicated at '2 5, with a coat of water impervious material suh as asphalt or a syiithetic i'esin. Selecting asphalt as typical, thecOatingZS is sprayed or wiped over the eerrugations oii'that side of the paperboard which the wet concrete will contact. I have found that this disposition of the asphalt not only will make the paper board water impervious but will cause the asphalt to bond to the concrete after the wall is formed. Thus, should the paper board itself disintegrate or rot away after a number of years, the Water impervious asphalt layer will be retained in intimate contact with the inner faces of the hollow concerete wall.
During construction of a hollow concrete wall in vertically stacked horizontal courses, two spaced vertical outer forms 26 (see Fig. 3) first are erected. If a previous lower horizontal course already has been poured, the upper outer forms may be secured to the companion lower forms with a nut and bolt assembly 27. In any event, these outer forms are adapted to be removed after the wall is erected and the hollow center form of the instant invention is arranged intermediate the two outer forms. This arrangement makes evident another important feature of my invention. Thus, as shown in Figs. 1 and 2, the end channel shape 13 terminates short of the lower margin of the side walls 15. Similarly, the partition strip 21 of the insulation means 20 also terminates short of the lower margin of the side walls. This leaves the lower margins free to flex and, in generic language, it defines a grip means. For example, referring to Fig. 3, the lower margins 28 are straddling and compressing the upper margins 29 of the next lower center form. This allows the upper center form to rest upon and to grip the lower form so that successive courses of the hollow box will be positioned correctly with respect to one another. I define these overlapping portions 28 and 29 as the respective mated halves of a two-piece intermeshing grip means frictionally for interconnecting the center forms of adjoining horizontal courses. Further, where desired, a wood spacer block 31 may be interposed between the vertical outer forms 26 to hold the top of the center form in place during the pouring operation. Thus, I need not tie the center form permanently to the outer forms 26 and am saving of metal and complex tying forms.
In Fig. 3, another important feature of my invention is illustrated. As therein indicated, the tie wires 18 project laterally out from the side walls 15 a distance which substantially is equal to half the thickness of one portion of the wall. That is to say, the tie wires 18 terminate short of the outer forms 26 so the opposite ends thereof will be buried in the opposite halves of the finished hollow wall to tie them together across the center form. This tie-in, of course, is intended to produce a hollow wall having superior structural strength, yet one which is possessed of a continuous insulation core running centrally up through the entire wall.
Once the various hollow center forms for a particular horizontal course are in place, the wall is poured to a one course height. This pouring, as is evident in Fig. 3, progresses to the top of the outer forms 26 but leaves a portion of each center form projecting thereabove. This projection is essential in order that the next higher center form frictionally may grip the projecting portions and thus be retained in proper position intermediate the outer forms.
After the wall has been poured, the outer forms 26 are stripped away but the center or inner forms are left in place permanently. This permanent embedding of the center forms in the finished wall is of little consequence cost-wise since the center forms preferably are formed of paper board or of an inexpensive cellulose fiber insulating board. In any event, the labor cost of erecting a hollow wall with my novel center form materially is reduced since the center forms do not have to be collapsed and stripped away. Still further, the overall strength of the finished wall materially is enhanced because the tie wires 18 extend completely through the center form and tie together the respective halves of the wall.
Turning now to the species of my invention which is shown in Fig. 8, the hollow center form has beenturned on its side with the top wall 16 now resting adjacent the next center form rather than adjacent the center form in the higher or next lower horizontal course. At the same time, however, the lower margins 28 and the upper margins 29 of adjoining horizontal courses are intermeshed and interlocked as with the previous species to define the respective mated halves of the two piece grip means. In essence then, the hollow center form of this species is the same as the hollow center form of the previous species except that the partition strips 21 are left out and an open top is provided. As shown in Fig. 8, the open top of the form is essential since the insulation means which occupies the hollow interior of this species is defined by a mass of loose grains of granular insulating material 30. This insulating material is poured into the hollow interior of the center form from a bucket or the like 32 after the center forms are assembled and in place. Thus, once again, the insulation value of the finished hollow wall materially is enhanced yet the cost of both the center form per se and the labor for assembling the wall materially are reduced.
Referring lastly to Figs. 9 and 10, a hollow center form such as that used with the previous species is illustrated. This form, however, does not have the tie wires 18 assembled therethrough prior to the time the insulation means 40 is inserted in the hollow interior. Thus, the insulation means 40 of this species consists of a large rectangular block of fibrous insulating material or insulating board. Fig. 10 illustrates the fibrous nature of this material and, as is known in the art, such a material is expensive yet is possessed of superior insulation qualities. In asembling the form of this third species, the block of insulating material 40 first is positioned within the hollow interior of the form and, thereafter, the tie wires 18 are assembled through the form. As is evident, the tie wires then will pierce both the-block of insulating material and the walls of the form to tie the entire mass together in an integral unit. A plurality of these third species forms then may be assembled in horizontal courses with the tie wires in place.
In summation, I have provided a novel center form for use during construction of a hollow concrete wall in vertically stacked horizontal courses. This center form allows the definition of a continuous insulation core which runs centrally up through the wall and the form itself may employ any one of three species of insulation means. With each species, the form is inexpensive to the end that it may be left in place permanently embedded within the finished wall. Further, in combination with the insulation means, I have provided a plurality of elongated tie wires which extend laterally through the center form and insulation means and which protrude laterally beyond the side walls of the form. This protrusion terminates short of the outer forms in which the wall is poured so the opposite ends of the wires will be buried in the opposite halves of the finished hollow wall to tie them together. Thus, a hollow concrete wall of superior struc tural strength and of superior insulation qualities is provided at a minimal cost and with as little complexity of construction technique as is practical.
I claim:
1. In the construction of a hollow concrete wall, the combination of two spaced vertical outer forms adapted to be removed after the wall is erected and a hollow center form adapted to be made integral with and to be embedded within the center of the finished wall, said center form being arranged intermediate the two outer forms and comprising; two laterally spaced side sheets formed of non-metallic insulating material and an end spacer means interconnecting said side sheets to define a box-like structure having a hollow interior, insulation means carried within said hollow interior and abutting said side sheets to maintain the lateral spacing thereof, and a plurality of elongated tie wires extending laterally through said center forni, thefe'nfls of said tie wires pr'ojecting'beyon'd said side heets but terminating short of the outer forms to tie the Wall "together across the center form, at least a inortion of said center form being deformable and pro truding above said outer forms to receive a removable spacer "for inter connecting said outer and center forms durin'g'construct ion of said wall.
2. The combination of 'claiin '1 wherein said insulation means includes a plurality of elongated interlocking partitron Strips which intersect substantially at right angles and are arranged to lie perpendicular to the plane of each side sheet. I
3. The combination of claim 1 wherein said insulation means inclu desa mass of loose grains of granular insulating material confined Within the hollow interior of the "center form.
v 4. The 'cdmbinatio'nof claim 1 wherein said insulation means includesa rectangular block ofrfibrous insulating material having the same general size and configuration as the hollow interior of the center form.
Re'fe'rences'Cite'd in the file of this patent UNITED STATES PATENTS 1,193,542 Gregory Aug. 8, 1916 1,984,007 Babbitt Dec. 11, 1934 2,192,183 Deut's'ch Mar. 5, 1940 2,344,749 Stevens Mar. 21', 1944 2,442,962 Rllfiible June 8, 1948 2,460,848 Rover Feb. 8, 1949 2,645,929 Jones July 21, 1953
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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3173187A (en) * 1963-10-10 1965-03-16 Harry P Pontiere Combined mold form and insulator panel support
FR2198042A1 (en) * 1972-08-18 1974-03-29 Rochette Cenpa
US3835608A (en) * 1972-02-02 1974-09-17 B Johnson Fiberglass pour-in-place form
US3904717A (en) * 1973-01-29 1975-09-09 William J Stegmeier Apparatus for and method of equipping swimming pools and the like with a tile band and cantilever deck
US5651910A (en) * 1995-11-02 1997-07-29 Dallas E. Myers Concrete wall form and tie system
US6283439B1 (en) 1998-01-16 2001-09-04 Feather Lite Innovations, Inc. Wall form panel and method of making the same
US20180347208A1 (en) * 2017-06-06 2018-12-06 Dallas E. Myers Window well system for poured concrete walls

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1193542A (en) * 1916-08-08 Building block ob
US1984007A (en) * 1932-03-04 1934-12-11 Babbitt Arland Wade Unit of insulation
US2192183A (en) * 1937-05-27 1940-03-05 Deutsch Maurice Method of making concrete slabs
US2344749A (en) * 1939-07-13 1944-03-21 Frank W Stevens Building wall construction
US2442962A (en) * 1944-03-09 1948-06-08 Rumble Roy William Form for molding hollow concrete walls
US2460848A (en) * 1944-07-14 1949-02-08 Foster Wheeler Corp Insulating blanket
US2645929A (en) * 1948-12-09 1953-07-21 Cable B Jones Tie bar for insulated concrete walls

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1193542A (en) * 1916-08-08 Building block ob
US1984007A (en) * 1932-03-04 1934-12-11 Babbitt Arland Wade Unit of insulation
US2192183A (en) * 1937-05-27 1940-03-05 Deutsch Maurice Method of making concrete slabs
US2344749A (en) * 1939-07-13 1944-03-21 Frank W Stevens Building wall construction
US2442962A (en) * 1944-03-09 1948-06-08 Rumble Roy William Form for molding hollow concrete walls
US2460848A (en) * 1944-07-14 1949-02-08 Foster Wheeler Corp Insulating blanket
US2645929A (en) * 1948-12-09 1953-07-21 Cable B Jones Tie bar for insulated concrete walls

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3173187A (en) * 1963-10-10 1965-03-16 Harry P Pontiere Combined mold form and insulator panel support
US3835608A (en) * 1972-02-02 1974-09-17 B Johnson Fiberglass pour-in-place form
FR2198042A1 (en) * 1972-08-18 1974-03-29 Rochette Cenpa
US3904717A (en) * 1973-01-29 1975-09-09 William J Stegmeier Apparatus for and method of equipping swimming pools and the like with a tile band and cantilever deck
US5651910A (en) * 1995-11-02 1997-07-29 Dallas E. Myers Concrete wall form and tie system
US6283439B1 (en) 1998-01-16 2001-09-04 Feather Lite Innovations, Inc. Wall form panel and method of making the same
US20180347208A1 (en) * 2017-06-06 2018-12-06 Dallas E. Myers Window well system for poured concrete walls

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