US3825465A - Three dimensional reticulated structure - Google Patents

Three dimensional reticulated structure Download PDF

Info

Publication number
US3825465A
US3825465A US00237744A US23774472A US3825465A US 3825465 A US3825465 A US 3825465A US 00237744 A US00237744 A US 00237744A US 23774472 A US23774472 A US 23774472A US 3825465 A US3825465 A US 3825465A
Authority
US
United States
Prior art keywords
apertures
strip
sheet
dimensional
reinforcement members
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
US00237744A
Inventor
R Stock
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US00237744A priority Critical patent/US3825465A/en
Application granted granted Critical
Publication of US3825465A publication Critical patent/US3825465A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/07Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00Stock material or miscellaneous articles
    • Y10T428/24Structurally defined web or sheet [e.g., overall dimension, etc.]
    • Y10T428/24273Structurally defined web or sheet [e.g., overall dimension, etc.] including aperture
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00Stock material or miscellaneous articles
    • Y10T428/24Structurally defined web or sheet [e.g., overall dimension, etc.]
    • Y10T428/24273Structurally defined web or sheet [e.g., overall dimension, etc.] including aperture
    • Y10T428/24298Noncircular aperture [e.g., slit, diamond, rectangular, etc.]
    • Y10T428/24306Diamond or hexagonal
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00Stock material or miscellaneous articles
    • Y10T428/24Structurally defined web or sheet [e.g., overall dimension, etc.]
    • Y10T428/24273Structurally defined web or sheet [e.g., overall dimension, etc.] including aperture
    • Y10T428/24298Noncircular aperture [e.g., slit, diamond, rectangular, etc.]
    • Y10T428/24314Slit or elongated
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00Stock material or miscellaneous articles
    • Y10T428/24Structurally defined web or sheet [e.g., overall dimension, etc.]
    • Y10T428/24273Structurally defined web or sheet [e.g., overall dimension, etc.] including aperture
    • Y10T428/24322Composite web or sheet
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00Stock material or miscellaneous articles
    • Y10T428/24Structurally defined web or sheet [e.g., overall dimension, etc.]
    • Y10T428/24273Structurally defined web or sheet [e.g., overall dimension, etc.] including aperture
    • Y10T428/24322Composite web or sheet
    • Y10T428/24331Composite web or sheet including nonapertured component
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00Stock material or miscellaneous articles
    • Y10T428/24Structurally defined web or sheet [e.g., overall dimension, etc.]
    • Y10T428/24273Structurally defined web or sheet [e.g., overall dimension, etc.] including aperture
    • Y10T428/24322Composite web or sheet
    • Y10T428/24331Composite web or sheet including nonapertured component
    • Y10T428/24339Keyed
    • Y10T428/24347From both sides
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T428/00Stock material or miscellaneous articles
    • Y10T428/24Structurally defined web or sheet [e.g., overall dimension, etc.]
    • Y10T428/24628Nonplanar uniform thickness material
    • Y10T428/24661Forming, or cooperating to form cells

Definitions

  • a three dimensional, open mesh structure is described which is fabricated from sheet stock of metal, paper or the like.
  • the sheet stock is slit in a predetermined pattern and then is expanded to form the structure.
  • the structure has a three dimensional shape with a reticulated pattern of apertures in planar surfaces transverse to the plane of the sheet material prior to its expansion.
  • the structure is formed by a plurality of unbroken, continuous strips of material lying in a plurality of superimposed planes, each strip having a sinuous path departing in regular frequency to either side of a medial line with web sections lying on said medial line where each strip is in joined, unbroken attachment to immediately adjacent strips and with each pair of such adjacent strips defining said apertures.
  • the structure is useful to form the core of a wall with elongated reinforcement members disposed perpendicular to the planar surfaces and extending through superimposed apertures of the reticulated pattern.
  • the wall comprises the aforementioned assembly of reinforcement members and three dimensional structure with a plastic material such as plaster encasing the assembly.
  • This invention relates to an expanded sheet product, the assembly of the product with reinforcing members to form a core of a wall and to a wall with the assembly embedded within a mass of plastic material.
  • Expanded metal products are well known in the construction industry. Sheet metal has been cut with a pattern and then expanded to form a sheet of metal having a reticulated structure which can be used as lath in the manner suggested by Pat. 1,372,741 or Pat. 2,477,381.
  • the expanded metal product is, however, a sheet having essentially only a two dimensional shape and must be used with other supporting structure.
  • Other patents which show related metal products are 1,506,296; 3,111,204 and 3,591,351.
  • Plastered walls for example, are formed With a supporting frame of upright wood studs which are covered with an expanded metal lath and plastered.
  • the three dimensional open mesh structure of this invention eliminates the separate framing in wall or ceiling construction.
  • Sheet stock is cut with a predetermined pattern and is then expanded in three dimensions to form a three dimensional shape with a reticulated pattern of apertures in a plurality of generally planar surfaces transverse to the plane of the sheet material before expansion.
  • the structure is formed by a plurality of unbroken, continuous strips of material lying in a plurality of superimposed planes, each strip having a sinuous path departing in regular frequency to either side of a medial line with web sections lying on said medial line where each strip is in joined, unbroken attachment to the immediately adjacent strip and with each pair of such adjacent strips defining said apertures.
  • a wall assembly is formed with this expanded three dimensional structure having reinforcement members disposed perpendicular to the planar surfaces and extending through superimposed apertures of the reticulated patterns. From this assembly, a wall can be prepared simply by embedding the assembly with a plastic material such as plaster.
  • FIG. 1 illustrates the sheet stock cut with the predetermined pattern
  • FIG. 2 is a view of the sheet after expansion taken on a plane perpendicular to the view of FIG. 1;
  • FIG. 3 is a view of the wall assembly
  • FIG. 4 is a cross sectional view of the wall
  • FIG. 5 is a view of the assembly of three dimensional structure and reinforcing members taken at about 45 degrees to the surface plane of the structure.
  • the sheet stock is shown prior to expansion.
  • Any suitable material can be used for the sheet stock; sheet metal is preferred, however, plastics, paper and cardboard can also be selected.
  • Sheet metal of course, has sufiicient stiffness to retain its shape after expansion.
  • Paper or cardboard can be expanded and then impregnated or sprayed with a plastic such as various thermoplastic or thermosetting resins, e.g., polyvinyl chloride, polyvinyl acetate, polyolefins, etc.; polymers of styrene, butadiene, acrylonitrile, etc. These resins can be dissolved in a volatile solvent or suspended in an aqueous latex. The resins can also be applied in a molten condition. Tar and other high boiling and semi-solid mineral oil and coal tar products can also be used as the impregnating material. These resins or tars are used in sufiicient quantity to impart a stiffness to the three dimensional shape.
  • the cutting or slitting of the sheet material is along a predetermined pattern which repeats in regular cycles on the sheet stock 10.
  • the slits are spaced apart at a desired distince, w, which will be the width of the strips of unbroken sheet material in the finished structure. This distance can be from about inch to 1 inch, or greater, depending on the overall dimensions of the structure.
  • the pattern repeats after four rows of slits and the first set of these rows are identified as 12, 14, 16 and 18 in FIG. 1.
  • the slits are separated by an unbroken length, l, as shown and have two lengths; the shorter is identified as distance x and the longer is 2x+1.
  • the slits in the first row 12 are all of the distance 2x+1 and repeat for each distance 2x+2l.
  • the slits in the second row 14 are all of the distance x and are symmetrically disposed below the longer slits of row 12 with a short slit 15 centered beneath the longer slit 13 of row 12.
  • the next row 16 has repeating slits of the longer length; however, these are a half cycle out of phase with the slits of row 12, i.e., each slit in row 16 starts and terminates at a distance of /21 from the middle of a slit in row 12.
  • the fourth row 18 repeats the shorter slits of row 14.
  • the slitting of the sheet stock can be done in any conventional manner, the slits can be stamped using a press with a cutting die or the sheet can be passed through a cutting mill equipped with blades which have the necessary shape to slit the sheet in the indicated manner.
  • FIG. 2 illustrates a cross section of the expanded structure.
  • the plane of illustration is through the strip a and is shown in cross section.
  • This strip has a width, normal to the plane of illustration of distance w, described in FIG. 1 as the distance between each row of slits.
  • the continuous strip immediately below strip a is identified as strip b. Together these strips define a network of reticulated structure with polygonal apertures 31, 33, 35, 37 and 39.
  • the strips a and b are joined at the web sections 32, 34, 3-6 and 38.
  • the web sections have a length l and are provided by the pattern of slitting described in FIG. 1 where distances 1 separate the slits in each row.
  • Each of the strips of the structure has a sinuous stepped path that departs in regular frequency to either side of a medial line with the web sections lying on this medial line.
  • the medial line for strip a is shown as broken line 19.
  • strip b Immediately beneath strip b is a third strip of similar construction, which is identified as strip 0.
  • This strip is in a joined, unbroken connection to strip b at web sections 40, 42. and 44 and has a sinuous path which is the same as that of strip a and is in phase therewith.
  • strip 6 Immediately beneath strip 6 isstrip d.
  • This latter strip is in joined, unbroken connection to strip c at web sections 46, 48, 50 and 52 and has a sinuous path which is the same as that of strip 12 and in phase therewith.
  • Strips c and d together, define a network of reticulated structure with polygonal apertures 41, 43, 45, 47 and 49:
  • the cycle of unbroken strips repeats and lying directly beneath row a at a distance of four widths of the strips, 4w is a fifth strip which is identical to row a and is attached to strip d at periodic web sections.
  • Broken arrow lines e indicate where this strip projects from and toward a webbed junction with strip d.
  • all strips a, b, c and d form apertures 51, 53 55 and 57.
  • the apertures repeat, beneath each other at every fifth continuous strip and a plurality of cells, perpendicular to the plane of FIG. 2 are thereby defined with the polygonal cross section of the apertures.
  • the apertures are shown with a hexagonal shape, this is preferred, but is not essential. Any of a wide variety of shapes can be employed, e.g., the apertures can be rectangular or square, if desired.
  • the metal sheet 10, after slitting is formed into the three dimensional structure by pressing with dies that are moved perpendicularly to the sheet.
  • the strips are pressed outwardly from the sheet 10, the position of which is on the centerline of the structure.
  • This outward expansion of the sheet forces a contraction of the length of the sheet, the degree of which depends on the distance of outward expansion.
  • a typical expansion such as shown results in about 15% contraction.
  • a typical die is shown at 21 and each die has a thickness no greater than w with an engaging face which has a toothed or scolloped shape as shown.
  • Four different sets of dies are used to form the individual strips into their stepped, sinuous paths. The sets of dies can be stacked, placed at successively lower levels in a stepped fashion.
  • a single set of these dies can be used and the sheet material can be moved past the dies with each stamping operation or a plurality of sets can be used, repeating the aforedescribed pattern with each repeating cycle of slits.
  • the dies can be the surfaces of a pair of engaging rollers and the sheet material can be passed between these rollers.
  • the assembly of the three dimensional structure and the elongated reinforcement members is shown in cross section in FIG. 3.
  • reinforcing members 60, 62 and 64 have been inserted through the upright cells defined by the superimposed apertures of the three dimensional structure.
  • the reinforcement members are disposed perpendicularly to the apertures of the recticulated patterns of the structure and lie in the extended plane of the structure, passing through apertures 33, 43 and 51, previously identified in FIG. 2.
  • a reinforcement member can be placed in each of the apertures, i.e., in each of the cells defined by the superimposed array of apertures, or some of such cells can be void of any reinforcement members.
  • the reinforcement members can be of any cross section and can be solid or hollow.
  • Tubular members are shown and are preferred because of their availability and low cost.
  • the members can be of a diameter that approximates the width of the apertures, as shown, or can be of considerably lesser cross sectional area, e.g., simple reinforcing steel rods havng diameters from about inch to one inch can be use
  • the size, thickness and shape of the. reinforcement members can be varied as desired to provide the necessary structural strength to support the wall or ceiling panel that is formed of the'structure. Ceiling panels, of course, would require sturdier reinforcement members so that the structure would be resistant to bending. Wall panels, where the reinforcement members would hear the loading in compression could be fabricated with lighter reinforcement members.
  • the material used for the reinforcing member can be widely varied. Metal shapes such as steel or aluminum rods or tubing can, of course, be used. Paper or cardboard tubing can also be used. This tubing, which is formed by helical winding of paper on a mandrel and cementing of the resulting laminate, is available in many diameters, lengths and wall thicknesses. This tubing can be used, particularly for the wall sections since it can support the loading imposed on it by the structure and the final wall.
  • FIG. 4 illustrates a cross section of the completed wall.
  • the plastic material e.g., plaster or concrete
  • the plastic material can also be various organic plastics such as polyurethane foam, polystyrene foam, e.g., that formed by molding of pre-expanded polystyrene beads; polyethylene foam; etc.
  • Solid or non-cellular plastics such as polyethylene, polystyrene, etc.
  • the plastic material is packed in the Wall by filling the assembly, preferably from the bottom and con ventional means such as gunniting or trowelling can be used.
  • the cellular plastics can be foamed in place by placing the assembly of three dimensional structure and reinforcement members in a suitable form and forming the plastic foam about the assembly using conventional foam forming techniques.
  • the wall dimensions are determined by the shape of the three dimensional structure, which, in turn is determined by the length of the slits, spacing between the slits and the overall size of the sheet material.
  • a plurality of three dimensional structures can, of course, be combined to obtain varied wall thicknesses, heights and lengths.
  • the height of the wall, with vertically disposed reinforcement members is determined by the width of sheet 10.
  • the length of the wall is determined by the length of sheet 10 and the amount of outward expansion of the sheet.
  • the thickness of the wall is determined by the length of the slits in the blank sheet 10, longer slits which permit greater outward expansion being used for thicker walls.
  • FIG. 5 is a view of the assembly of a three dimensional structure and reinforcement members which is taken at an angle of about 45 degrees to the top and front of the structure.
  • the front row of vertical cells is provided with reinforcement members 60 and 62 which are to the left and right sides of the drawing and the central cell 64 is empty.
  • a second row in which reinforcement members 66 and 68 are placed with the left, rearmost cell unfilled.
  • the inner row of cells is shown with reinforcement members 70 and 72 positioned therein. All of the reinforcement members terminate at the same upper level in the illustration.
  • the hollow reinforcement members can be readily used for the installation of wiring or other utility conductors. This is shown with electrical wiring 74 that is shown in reinforcement member '68. This member can be perforated at various elevations where connection to the wiring can be made for outlet boxes, switch boxes, etc. At these locations, the three dimensional structure can be readily cut and shaped to provide a mounting recess for the conventional type electrical box.
  • the various unfilled cells can also be used for plumbing, again using conventional plumbing means such as plastic or metallic pipe.
  • the entire assembly can be mounted in building construction by various means.
  • a channel can be placed along its edges and the channel can be secured in the construction, e.g., attached to the floor or extended along the top of the assembly.
  • the vertical edges can also hear upright channels over their edges or I-beams with webs that extend over adjacent panels can be used in forming a unitary wall or ceiling.
  • a three dimensional reticulated shape formed by slitting a sheet material with a repeating, four-row pattern of slits separated, end-to-end, by unslit web portions with the slits of the first and third rows being in staggered placement and equal in length to the sum of the unslit web portion plus twice the length of the slits of the second and fourth rows and expanding the resultant slit sheet material to provide said shape with a plurality of generally planar surfaces transverse to the plane of the sheet material before expansion, said planes comprising rows of reticulated patterns of apertures formed by a plurality of unbroken, continuous strips of material lying in a plurality of superimposed planes, each strip having a stepped, sinuous path departing in regular frequency to either side of a medial line with said web portions lying on said medial line where each strip is in joined, unbroken attachment to its immediately adjacent strip and with each pair of such adjacent strips defining said apertures.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Laminated Bodies (AREA)

Abstract

A three dimensional, open mesh structure is described which is fabricated from sheet stock of metal, paper or the like. The sheet stock is slit in a predetermined pattern and then is expanded to form the structure. The structure has a three dimensional shape with a reticulated pattern of apertures in planar surfaces transverse to the plane of the sheet material prior to its expansion. The structure is formed by a plurality of unbroken, continuous trips of material lying in a plurality of superimposed planes, each strip having a sinuous path departing in regular frequency to either side of a medial line with web sections lying on said medial line where each strip is in joined, unbroken attachment to immediately adjacent strips and with each pair of such adjacent strips defining said apertures. The structure is useful to form the core of a wall with elongated reinforcement members disposed perpendicular to the planar surfaces and extending through superimposed apertures of the reticulated pattern. The wall comprises the aforementioned assembly of reinforcement members and three dimensional structure with a plastic material such as plaster encasing the assembly.

Description

July 23, R STOCK THREE DIMENSIONAL RETICULATED STRUCTURE Filed March 24, 1972 2 Sheets-Sheet 1 PIC-1.1
Fae. 4
23, 1974 R. STOCK THREE DIMENSIONAL RETICULATED STRUCTURE Filed March 24, 1972 2 Sheets-Sheet 2 United States Patent US. Cl. 161-112 Claims ABSTRACT OF THE DISCLOSURE A three dimensional, open mesh structure is described which is fabricated from sheet stock of metal, paper or the like. The sheet stock is slit in a predetermined pattern and then is expanded to form the structure. The structure has a three dimensional shape with a reticulated pattern of apertures in planar surfaces transverse to the plane of the sheet material prior to its expansion. The structure is formed by a plurality of unbroken, continuous strips of material lying in a plurality of superimposed planes, each strip having a sinuous path departing in regular frequency to either side of a medial line with web sections lying on said medial line where each strip is in joined, unbroken attachment to immediately adjacent strips and with each pair of such adjacent strips defining said apertures. The structure is useful to form the core of a wall with elongated reinforcement members disposed perpendicular to the planar surfaces and extending through superimposed apertures of the reticulated pattern. The wall comprises the aforementioned assembly of reinforcement members and three dimensional structure with a plastic material such as plaster encasing the assembly.
This application is a continuation-in-part of my copending application, Ser. No. 62,337, filed Nov. 13, 1970 and now abandoned.
DESCRIPTION OF THE INVENTION This invention relates to an expanded sheet product, the assembly of the product with reinforcing members to form a core of a wall and to a wall with the assembly embedded within a mass of plastic material.
Expanded metal products are well known in the construction industry. Sheet metal has been cut with a pattern and then expanded to form a sheet of metal having a reticulated structure which can be used as lath in the manner suggested by Pat. 1,372,741 or Pat. 2,477,381. The expanded metal product is, however, a sheet having essentially only a two dimensional shape and must be used with other supporting structure. Other patents which show related metal products are 1,506,296; 3,111,204 and 3,591,351.
The high costs of labor in the construction industry requires that, to every extent possible, the labor involved in construction be reduced. A very considerable amount of labor is used in the rough construction or framing of buildings. Plastered walls, for example, are formed With a supporting frame of upright wood studs which are covered with an expanded metal lath and plastered.
The three dimensional open mesh structure of this invention eliminates the separate framing in wall or ceiling construction. Sheet stock is cut with a predetermined pattern and is then expanded in three dimensions to form a three dimensional shape with a reticulated pattern of apertures in a plurality of generally planar surfaces transverse to the plane of the sheet material before expansion. The structure is formed by a plurality of unbroken, continuous strips of material lying in a plurality of superimposed planes, each strip having a sinuous path departing in regular frequency to either side of a medial line with web sections lying on said medial line where each strip is in joined, unbroken attachment to the immediately adjacent strip and with each pair of such adjacent strips defining said apertures. A wall assembly is formed with this expanded three dimensional structure having reinforcement members disposed perpendicular to the planar surfaces and extending through superimposed apertures of the reticulated patterns. From this assembly, a wall can be prepared simply by embedding the assembly with a plastic material such as plaster.
The invention will now be described with reference to the figures, of which:
FIG. 1 illustrates the sheet stock cut with the predetermined pattern;
FIG. 2 is a view of the sheet after expansion taken on a plane perpendicular to the view of FIG. 1;
FIG. 3 is a view of the wall assembly;
FIG. 4 is a cross sectional view of the wall; and
FIG. 5 is a view of the assembly of three dimensional structure and reinforcing members taken at about 45 degrees to the surface plane of the structure.
Referring now to FIG. 1, the sheet stock is shown prior to expansion. Any suitable material can be used for the sheet stock; sheet metal is preferred, however, plastics, paper and cardboard can also be selected. Sheet metal, of course, has sufiicient stiffness to retain its shape after expansion. Paper or cardboard can be expanded and then impregnated or sprayed with a plastic such as various thermoplastic or thermosetting resins, e.g., polyvinyl chloride, polyvinyl acetate, polyolefins, etc.; polymers of styrene, butadiene, acrylonitrile, etc. These resins can be dissolved in a volatile solvent or suspended in an aqueous latex. The resins can also be applied in a molten condition. Tar and other high boiling and semi-solid mineral oil and coal tar products can also be used as the impregnating material. These resins or tars are used in sufiicient quantity to impart a stiffness to the three dimensional shape.
The cutting or slitting of the sheet material is along a predetermined pattern which repeats in regular cycles on the sheet stock 10. The slits are spaced apart at a desired distince, w, which will be the width of the strips of unbroken sheet material in the finished structure. This distance can be from about inch to 1 inch, or greater, depending on the overall dimensions of the structure. The pattern repeats after four rows of slits and the first set of these rows are identified as 12, 14, 16 and 18 in FIG. 1. The slits are separated by an unbroken length, l, as shown and have two lengths; the shorter is identified as distance x and the longer is 2x+1. The slits in the first row 12 are all of the distance 2x+1 and repeat for each distance 2x+2l. The slits in the second row 14 are all of the distance x and are symmetrically disposed below the longer slits of row 12 with a short slit 15 centered beneath the longer slit 13 of row 12. The next row 16 has repeating slits of the longer length; however, these are a half cycle out of phase with the slits of row 12, i.e., each slit in row 16 starts and terminates at a distance of /21 from the middle of a slit in row 12. The fourth row 18 repeats the shorter slits of row 14. The slitting of the sheet stock can be done in any conventional manner, the slits can be stamped using a press with a cutting die or the sheet can be passed through a cutting mill equipped with blades which have the necessary shape to slit the sheet in the indicated manner.
After slitting, the sheet is expanded to the desired, three dimensional structure. FIG. 2 illustrates a cross section of the expanded structure. The plane of illustration is through the strip a and is shown in cross section. This strip has a width, normal to the plane of illustration of distance w, described in FIG. 1 as the distance between each row of slits. The continuous strip immediately below strip a is identified as strip b. Together these strips define a network of reticulated structure with polygonal apertures 31, 33, 35, 37 and 39. The strips a and b are joined at the web sections 32, 34, 3-6 and 38. The web sections have a length l and are provided by the pattern of slitting described in FIG. 1 where distances 1 separate the slits in each row. Each of the strips of the structure has a sinuous stepped path that departs in regular frequency to either side of a medial line with the web sections lying on this medial line. The medial line for strip a is shown as broken line 19.
Immediately beneath strip b is a third strip of similar construction, which is identified as strip 0. This strip is in a joined, unbroken connection to strip b at web sections 40, 42. and 44 and has a sinuous path which is the same as that of strip a and is in phase therewith. Immediately beneath strip 6 isstrip d. This latter strip is in joined, unbroken connection to strip c at web sections 46, 48, 50 and 52 and has a sinuous path which is the same as that of strip 12 and in phase therewith. Strips c and d, together, define a network of reticulated structure with polygonal apertures 41, 43, 45, 47 and 49: The cycle of unbroken strips repeats and lying directly beneath row a at a distance of four widths of the strips, 4w is a fifth strip which is identical to row a and is attached to strip d at periodic web sections. Broken arrow lines e indicate where this strip projects from and toward a webbed junction with strip d. Together, all strips a, b, c and d form apertures 51, 53 55 and 57.
The apertures repeat, beneath each other at every fifth continuous strip and a plurality of cells, perpendicular to the plane of FIG. 2 are thereby defined with the polygonal cross section of the apertures. The apertures are shown with a hexagonal shape, this is preferred, but is not essential. Any of a wide variety of shapes can be employed, e.g., the apertures can be rectangular or square, if desired.
The metal sheet 10, after slitting is formed into the three dimensional structure by pressing with dies that are moved perpendicularly to the sheet. The strips are pressed outwardly from the sheet 10, the position of which is on the centerline of the structure. This outward expansion of the sheet forces a contraction of the length of the sheet, the degree of which depends on the distance of outward expansion. A typical expansion such as shown results in about 15% contraction. A typical die is shown at 21 and each die has a thickness no greater than w with an engaging face which has a toothed or scolloped shape as shown. Four different sets of dies are used to form the individual strips into their stepped, sinuous paths. The sets of dies can be stacked, placed at successively lower levels in a stepped fashion. A single set of these dies can be used and the sheet material can be moved past the dies with each stamping operation or a plurality of sets can be used, repeating the aforedescribed pattern with each repeating cycle of slits. Alternatively, the dies can be the surfaces of a pair of engaging rollers and the sheet material can be passed between these rollers.
The assembly of the three dimensional structure and the elongated reinforcement members is shown in cross section in FIG. 3. In this illustration, reinforcing members 60, 62 and 64 have been inserted through the upright cells defined by the superimposed apertures of the three dimensional structure. The reinforcement members are disposed perpendicularly to the apertures of the recticulated patterns of the structure and lie in the extended plane of the structure, passing through apertures 33, 43 and 51, previously identified in FIG. 2. If desired, a reinforcement member can be placed in each of the apertures, i.e., in each of the cells defined by the superimposed array of apertures, or some of such cells can be void of any reinforcement members. The reinforcement members can be of any cross section and can be solid or hollow. Tubular members are shown and are preferred because of their availability and low cost. The members can be of a diameter that approximates the width of the apertures, as shown, or can be of considerably lesser cross sectional area, e.g., simple reinforcing steel rods havng diameters from about inch to one inch can be use The size, thickness and shape of the. reinforcement members can be varied as desired to provide the necessary structural strength to support the wall or ceiling panel that is formed of the'structure. Ceiling panels, of course, would require sturdier reinforcement members so that the structure would be resistant to bending. Wall panels, where the reinforcement members would hear the loading in compression could be fabricated with lighter reinforcement members.
The material used for the reinforcing member can be widely varied. Metal shapes such as steel or aluminum rods or tubing can, of course, be used. Paper or cardboard tubing can also be used. This tubing, which is formed by helical winding of paper on a mandrel and cementing of the resulting laminate, is available in many diameters, lengths and wall thicknesses. This tubing can be used, particularly for the wall sections since it can support the loading imposed on it by the structure and the final wall.
FIG. 4 illustrates a cross section of the completed wall. In this view, the plastic material, e.g., plaster or concrete, has been placed about the assembly of the three dimensional structure and reinforcement members. Some of the cells defined by the apertures are void of reinforcement members and these are filled by the plastic material. In some of the cells, a solid rod is shown while in others a tubular reinforcement member is used. The plastic material can also be various organic plastics such as polyurethane foam, polystyrene foam, e.g., that formed by molding of pre-expanded polystyrene beads; polyethylene foam; etc. Solid or non-cellular plastics such as polyethylene, polystyrene, etc., can also be used, however, the costs of these would necessitate the casting of relatively thin walls. The plastic material is packed in the Wall by filling the assembly, preferably from the bottom and con ventional means such as gunniting or trowelling can be used. The cellular plastics can be foamed in place by placing the assembly of three dimensional structure and reinforcement members in a suitable form and forming the plastic foam about the assembly using conventional foam forming techniques.
The wall dimensions are determined by the shape of the three dimensional structure, which, in turn is determined by the length of the slits, spacing between the slits and the overall size of the sheet material. A plurality of three dimensional structures can, of course, be combined to obtain varied wall thicknesses, heights and lengths. When using only a single three dimensional structure, however the height of the wall, with vertically disposed reinforcement members, is determined by the width of sheet 10. The length of the wall is determined by the length of sheet 10 and the amount of outward expansion of the sheet. The thickness of the wall is determined by the length of the slits in the blank sheet 10, longer slits which permit greater outward expansion being used for thicker walls.
FIG. 5 is a view of the assembly of a three dimensional structure and reinforcement members which is taken at an angle of about 45 degrees to the top and front of the structure. The front row of vertical cells is provided with reinforcement members 60 and 62 which are to the left and right sides of the drawing and the central cell 64 is empty. Directly behind the front row of cells is a second row in which reinforcement members 66 and 68 are placed with the left, rearmost cell unfilled. The inner row of cells is shown with reinforcement members 70 and 72 positioned therein. All of the reinforcement members terminate at the same upper level in the illustration.
The hollow reinforcement members can be readily used for the installation of wiring or other utility conductors. This is shown with electrical wiring 74 that is shown in reinforcement member '68. This member can be perforated at various elevations where connection to the wiring can be made for outlet boxes, switch boxes, etc. At these locations, the three dimensional structure can be readily cut and shaped to provide a mounting recess for the conventional type electrical box. The various unfilled cells can also be used for plumbing, again using conventional plumbing means such as plastic or metallic pipe.
The entire assembly can be mounted in building construction by various means. A channel can be placed along its edges and the channel can be secured in the construction, e.g., attached to the floor or extended along the top of the assembly. The vertical edges can also hear upright channels over their edges or I-beams with webs that extend over adjacent panels can be used in forming a unitary wall or ceiling.
The invention has been described with reference to the presently preferred embodiment thereof. It is not intended that this description and illustration be unduly limiting of the invention. Instead, it is intended that various modifications and substitutions of equivalents can be made without departing from the scope of the invention which is defined by the elements and their obvious equivalents set forth in the following claims.
I claim:
1. A three dimensional reticulated shape formed by slitting a sheet material with a repeating, four-row pattern of slits separated, end-to-end, by unslit web portions with the slits of the first and third rows being in staggered placement and equal in length to the sum of the unslit web portion plus twice the length of the slits of the second and fourth rows and expanding the resultant slit sheet material to provide said shape with a plurality of generally planar surfaces transverse to the plane of the sheet material before expansion, said planes comprising rows of reticulated patterns of apertures formed by a plurality of unbroken, continuous strips of material lying in a plurality of superimposed planes, each strip having a stepped, sinuous path departing in regular frequency to either side of a medial line with said web portions lying on said medial line where each strip is in joined, unbroken attachment to its immediately adjacent strip and with each pair of such adjacent strips defining said apertures.
2. The three dimensional shape of claim 1 wherein said apertures are hexagonal.
3. The three dimensional shape of claim 1 wherein said apertures'are rectangular.
4. The three dimensional shape of claim 1 wherein said apertures define a plurality of cells in three rows, disposed on and to each side of the plane of said sheet material prior to expansion with the cells in said rows being parallel to said plane.
5. The combination of the three dimensional shape of claim 1 with a plurality of elongated reinforcing members extending perpendicularly through superimposed apertures and parallel to said plane of the sheet material.
6. The combination of claim 5 wherein said reinforcing members are tubular.
7. The combination of the three dimensional shape of claim 1 with plastic material surrounding said shape and having smooth exterior surfaces defining a panel.
8. The combination of claim 7 including a plurality of elongated reinforcing members extending perpendicularly through superimposed apertures and parallel to said plane of the sheet material.
9. The combination of claim 8 wherein said plastic material is concrete.
10. The combination of claim 8 wherein said plastic material is plaster.
References Cited UNITED STATES PATENTS 1,837,393 12/1931 Arey 52670 2,989,145 6/1961 Goodloe 52670 X 3,304,685 2/1967 Whetstone 52-670 902,357 10/ 1908 Wohlpart 52676 X 1,976,395 10/ 1934 Herbest, Jr. 52670 X 2,462,399 2/1949 Hinchman 52687 X 2,148,698 2/ 1939 Lachman 52676 X GEORGE F. LESMES, Primary Examiner P. C. IVES, Assistant Examiner US. Cl. X.R.
US00237744A 1972-03-24 1972-03-24 Three dimensional reticulated structure Expired - Lifetime US3825465A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US00237744A US3825465A (en) 1972-03-24 1972-03-24 Three dimensional reticulated structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US00237744A US3825465A (en) 1972-03-24 1972-03-24 Three dimensional reticulated structure

Publications (1)

Publication Number Publication Date
US3825465A true US3825465A (en) 1974-07-23

Family

ID=22894979

Family Applications (1)

Application Number Title Priority Date Filing Date
US00237744A Expired - Lifetime US3825465A (en) 1972-03-24 1972-03-24 Three dimensional reticulated structure

Country Status (1)

Country Link
US (1) US3825465A (en)

Cited By (38)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3950474A (en) * 1972-04-12 1976-04-13 Grip-Pak, Inc. Method of manufacturing container package
US3993819A (en) * 1974-01-23 1976-11-23 Draftex Development A.G. Channel-shaped sealing, finishing and guide strips and methods of making them
US4337218A (en) * 1980-10-15 1982-06-29 The United States Of America As Represented By The Secretary Of The Army Method of case bonding propellant
WO1983002129A1 (en) * 1981-12-17 1983-06-23 KIEFFER, Joseph, André Building construction panel with inner metal frame
FR2518611A1 (en) * 1981-12-17 1983-06-24 Kieffer Joseph Prefabricated reinforcing framework for construction panels - is pressed from metal sheet and expanded to form three=dimensional space frame
FR2531989A2 (en) * 1982-08-18 1984-02-24 Kieffer Joseph Prefabricated panel for building constructions.
US4522860A (en) * 1983-01-10 1985-06-11 Metalcore Limited Material for reinforcing core in a structure
US4968176A (en) * 1988-02-29 1990-11-06 Balach David M Reinforcing bar coupling device
US5500271A (en) * 1994-08-09 1996-03-19 Research Products Corporation Paint arrestor formed from slit sheet material
US5667871A (en) * 1992-03-16 1997-09-16 Geopax Ltd. Slit sheet packing material
US5688578A (en) * 1992-03-16 1997-11-18 Goodrich; David P. Composite packaging material having an expanded sheet with a separator sheet
US5750001A (en) * 1996-07-15 1998-05-12 Hettinga; Siebolt Metal reinforced plastic article and method of forming same
US5782735A (en) * 1994-09-12 1998-07-21 Geopax, Ltd. Method and apparatus for producing individual rolls of packing material
US5871857A (en) * 1988-12-06 1999-02-16 Alhamad; Shaikh Ghaleb Mohammad Yassin Fire resistant construction board
WO2004018780A2 (en) * 2002-08-26 2004-03-04 Advanced Geotech Systems, Inc. Improved biplanar net structure for fluid drainage, particularly for geotechnical use
US6722097B2 (en) 2001-07-12 2004-04-20 Aztec Concrete Accessories, Inc. Plastic slab bolster upper
US20040103613A1 (en) * 2002-08-12 2004-06-03 Donald Salzsauler Composite structural member
US20050042417A1 (en) * 2003-08-21 2005-02-24 Cmi Limited Company Open network structural members
US20050042038A1 (en) * 2003-08-21 2005-02-24 Irvine John E. Sheet pile for forming barrier walls
US20050048258A1 (en) * 2003-09-02 2005-03-03 Kuchar David M Fence tape
FR2862323A1 (en) * 2003-11-18 2005-05-20 Soc Civ D Brevets Matiere Slab fabricating method for e.g. building, involves casting cement mass in casing after setting reinforcing housing with lower longitudinal frameworks each having parts supported in mass in direction opposite to absorbed tensile stress
US20050260383A1 (en) * 2000-12-01 2005-11-24 Yassin Alhamad Shaikh G M Construction material containing expanded flexible material
US20050271479A1 (en) * 2004-06-04 2005-12-08 Irvine John E Elongated structural members for use in forming barrier walls
US20050271480A1 (en) * 2004-06-04 2005-12-08 Irvine John E Anchor system for use in forming barrier walls
US20060044022A1 (en) * 2004-08-25 2006-03-02 Tayler Michael K Edge detector and method
US20060045631A1 (en) * 2004-08-25 2006-03-02 Irvine John E Apparatus and method for inserting sheet piles into a soil formation
US20070237923A1 (en) * 2006-04-07 2007-10-11 Dorsy Sean C Expandable panel structures and methods of manufacturing the same
US20070256387A1 (en) * 2006-04-07 2007-11-08 Dorsy Sean C Multi-tiered, expandable panel structures and methods of manufacturing the same
US20080128317A1 (en) * 2006-11-30 2008-06-05 Fujitsu Limited Packaging material having a buffering function
US7997030B2 (en) 2006-03-08 2011-08-16 Schlegel Corporation Flange engaging strip with a carrier for engaging a flange having a varying thickness along a longitudinal dimension
US8919689B2 (en) 2009-11-12 2014-12-30 Kucharco Corporation Apparatus to deploy and expand web material
US8926305B2 (en) 2009-11-12 2015-01-06 Kucharco Corporation General purpose dispenser to deploy and expand web material
US9169097B2 (en) 2009-11-12 2015-10-27 Kucharco Corporation Apparatus to deploy and expand web material
US20150345135A1 (en) * 2013-01-09 2015-12-03 Toyo Tire & Rubber Co., Ltd. Construction structure and method for producing same
US20170097115A1 (en) * 2015-10-02 2017-04-06 Owens Corning Intellectual Capital, Llc Tension fit insulation
US20170341845A1 (en) * 2016-05-26 2017-11-30 Danco Packaging Supply Company Apparatus, system and method for cushioning an object
USD898923S1 (en) * 2018-06-01 2020-10-13 Kinesio Ip Llc Adhesive tape
US11528990B2 (en) * 2012-01-26 2022-12-20 Techni, Llc Variable planform shelving system

Cited By (58)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3950474A (en) * 1972-04-12 1976-04-13 Grip-Pak, Inc. Method of manufacturing container package
US3993819A (en) * 1974-01-23 1976-11-23 Draftex Development A.G. Channel-shaped sealing, finishing and guide strips and methods of making them
US4337218A (en) * 1980-10-15 1982-06-29 The United States Of America As Represented By The Secretary Of The Army Method of case bonding propellant
WO1983002129A1 (en) * 1981-12-17 1983-06-23 KIEFFER, Joseph, André Building construction panel with inner metal frame
FR2518611A1 (en) * 1981-12-17 1983-06-24 Kieffer Joseph Prefabricated reinforcing framework for construction panels - is pressed from metal sheet and expanded to form three=dimensional space frame
US4559752A (en) * 1981-12-17 1985-12-24 Kieffer Joseph A Building construction panel with internal metallic reinforcement
FR2531989A2 (en) * 1982-08-18 1984-02-24 Kieffer Joseph Prefabricated panel for building constructions.
US4522860A (en) * 1983-01-10 1985-06-11 Metalcore Limited Material for reinforcing core in a structure
US4968176A (en) * 1988-02-29 1990-11-06 Balach David M Reinforcing bar coupling device
US5871857A (en) * 1988-12-06 1999-02-16 Alhamad; Shaikh Ghaleb Mohammad Yassin Fire resistant construction board
WO1990015257A1 (en) * 1989-06-09 1990-12-13 Balach David M Reinforcing bar coupling device
US5667871A (en) * 1992-03-16 1997-09-16 Geopax Ltd. Slit sheet packing material
US5688578A (en) * 1992-03-16 1997-11-18 Goodrich; David P. Composite packaging material having an expanded sheet with a separator sheet
US5500271A (en) * 1994-08-09 1996-03-19 Research Products Corporation Paint arrestor formed from slit sheet material
US5782735A (en) * 1994-09-12 1998-07-21 Geopax, Ltd. Method and apparatus for producing individual rolls of packing material
US5750001A (en) * 1996-07-15 1998-05-12 Hettinga; Siebolt Metal reinforced plastic article and method of forming same
US20050260383A1 (en) * 2000-12-01 2005-11-24 Yassin Alhamad Shaikh G M Construction material containing expanded flexible material
US6948291B2 (en) 2001-07-12 2005-09-27 Aztec Concrete Accessories, Inc. Plastic slab bolster upper
US6722097B2 (en) 2001-07-12 2004-04-20 Aztec Concrete Accessories, Inc. Plastic slab bolster upper
US20040107668A1 (en) * 2001-07-12 2004-06-10 Aztec Concrete Accessories, Inc. Plastic slab bolster upper
US6735918B2 (en) 2001-07-12 2004-05-18 Aztec Concrete Accessories, Inc. Plastic slab bolster upper
US20040103613A1 (en) * 2002-08-12 2004-06-03 Donald Salzsauler Composite structural member
WO2004018780A3 (en) * 2002-08-26 2004-05-21 Advanced Geotech Systems Inc Improved biplanar net structure for fluid drainage, particularly for geotechnical use
WO2004018780A2 (en) * 2002-08-26 2004-03-04 Advanced Geotech Systems, Inc. Improved biplanar net structure for fluid drainage, particularly for geotechnical use
US20050042038A1 (en) * 2003-08-21 2005-02-24 Irvine John E. Sheet pile for forming barrier walls
US7025539B2 (en) 2003-08-21 2006-04-11 Cmi Limited Company Sheet pile for forming barrier walls
US20050042417A1 (en) * 2003-08-21 2005-02-24 Cmi Limited Company Open network structural members
US20050048258A1 (en) * 2003-09-02 2005-03-03 Kuchar David M Fence tape
US6929843B2 (en) 2003-09-02 2005-08-16 David M. Kuchar Fence tape
FR2862323A1 (en) * 2003-11-18 2005-05-20 Soc Civ D Brevets Matiere Slab fabricating method for e.g. building, involves casting cement mass in casing after setting reinforcing housing with lower longitudinal frameworks each having parts supported in mass in direction opposite to absorbed tensile stress
EP2141300A3 (en) * 2003-11-18 2010-01-20 Societe Civile De Brevets Matiere Method for manufacturing a concrete part and reinforcement cage for a part manufactured according to this method
WO2005049934A1 (en) * 2003-11-18 2005-06-02 Societe Civile De Brevets Matiere Method for production of a block of concrete and reinforcing cage for a block produced thus
US20050271479A1 (en) * 2004-06-04 2005-12-08 Irvine John E Elongated structural members for use in forming barrier walls
US20050271480A1 (en) * 2004-06-04 2005-12-08 Irvine John E Anchor system for use in forming barrier walls
US7059807B2 (en) 2004-06-04 2006-06-13 Cmi Limited Company Elongated structural members for use in forming barrier walls
US20060044022A1 (en) * 2004-08-25 2006-03-02 Tayler Michael K Edge detector and method
US20060045631A1 (en) * 2004-08-25 2006-03-02 Irvine John E Apparatus and method for inserting sheet piles into a soil formation
US7056066B2 (en) 2004-08-25 2006-06-06 Cmi Limited Corporation Apparatus and method for inserting sheet piles into a soil formation
US8375640B2 (en) 2006-03-08 2013-02-19 Schlegel Corporation Flange engaging strip with a carrier for engaging a flange having a varying thickness along a longitudinal dimension
US7997030B2 (en) 2006-03-08 2011-08-16 Schlegel Corporation Flange engaging strip with a carrier for engaging a flange having a varying thickness along a longitudinal dimension
US20070256387A1 (en) * 2006-04-07 2007-11-08 Dorsy Sean C Multi-tiered, expandable panel structures and methods of manufacturing the same
US7803467B2 (en) * 2006-04-07 2010-09-28 Dorsy Sean C Multi-tiered, expandable panel structures and methods of manufacturing the same
US7803466B2 (en) * 2006-04-07 2010-09-28 Dorsy Sean C Expandable panel structures and methods of manufacturing the same
US20110011025A1 (en) * 2006-04-07 2011-01-20 Dorsy Sean C Expandable Panel Structures And Methods Of Manufacturing The Same
US8084141B2 (en) 2006-04-07 2011-12-27 Dorsy Sean C Expandable panel structures and methods of manufacturing the same
US20070237923A1 (en) * 2006-04-07 2007-10-11 Dorsy Sean C Expandable panel structures and methods of manufacturing the same
US20080128317A1 (en) * 2006-11-30 2008-06-05 Fujitsu Limited Packaging material having a buffering function
US9169097B2 (en) 2009-11-12 2015-10-27 Kucharco Corporation Apparatus to deploy and expand web material
US8926305B2 (en) 2009-11-12 2015-01-06 Kucharco Corporation General purpose dispenser to deploy and expand web material
US8919689B2 (en) 2009-11-12 2014-12-30 Kucharco Corporation Apparatus to deploy and expand web material
US11528990B2 (en) * 2012-01-26 2022-12-20 Techni, Llc Variable planform shelving system
US20150345135A1 (en) * 2013-01-09 2015-12-03 Toyo Tire & Rubber Co., Ltd. Construction structure and method for producing same
US20170097115A1 (en) * 2015-10-02 2017-04-06 Owens Corning Intellectual Capital, Llc Tension fit insulation
US10422464B2 (en) * 2015-10-02 2019-09-24 Owens Corning Intellectual Capital, Llc Tension fit insulation
EP3636999A1 (en) * 2015-10-02 2020-04-15 Owens Corning Intellectual Capital, LLC Tension fit insulation
US11215311B2 (en) 2015-10-02 2022-01-04 Owens Corning Intellectual Capital, Llc Tension fit insulation
US20170341845A1 (en) * 2016-05-26 2017-11-30 Danco Packaging Supply Company Apparatus, system and method for cushioning an object
USD898923S1 (en) * 2018-06-01 2020-10-13 Kinesio Ip Llc Adhesive tape

Similar Documents

Publication Publication Date Title
US3825465A (en) Three dimensional reticulated structure
US3305991A (en) Reinforced modular foam panels
US3555131A (en) Method for making reinforced modular foam panels
US3484331A (en) Foamed plastic plate
US4133156A (en) Prefabricated wall form and production method therefor
US6167671B1 (en) Prefabricated concrete wall form system
US3410044A (en) Foamed plastic based construction elements
US3481093A (en) Building structure comprising collapsible building units filled in situ with concrete
US2076472A (en) Building construction
US3826054A (en) Building insulation and sheathing
US5924247A (en) Lightweight structural panel configured to receive poured concrete and used in wall construction
CA2950219C (en) Concrete formwork steel stud and system
US2423695A (en) Building structure
US2154520A (en) Building unit
US4098042A (en) Block-form for use in reinforced concrete structures
US2916909A (en) System of building construction
DE29606867U1 (en) Wall system for building walls with formwork elements that can be variably combined
US3304685A (en) Backing unit for receiving plastic building material
US3826052A (en) Composite wall panel for building construction
US2432622A (en) Structural member
US2704935A (en) Building sections
US995069A (en) Reinforced concrete construction.
EP0558826A1 (en) Method for producing a floor part or ribbed floor, and sheet of a thermally insulating material for floor parts
NL2024680B1 (en) Heat-insulating three-dimensional construction panel, and device and method for manufacturing the panel
GB2269408A (en) Insulating construction panel and method of manufacture