US3820294A - Interlocking modules for rapid construction of shelters and barriers - Google Patents

Interlocking modules for rapid construction of shelters and barriers Download PDF

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US3820294A
US3820294A US00381468A US38146873A US3820294A US 3820294 A US3820294 A US 3820294A US 00381468 A US00381468 A US 00381468A US 38146873 A US38146873 A US 38146873A US 3820294 A US3820294 A US 3820294A
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panels
slots
spacer
panel
hook
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/04Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against air-raid or other war-like actions
    • E04H9/10Independent shelters; Arrangement of independent splinter-proof walls
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • 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
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/28Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid
    • E04B2/40Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid the walls being characterised by fillings in all cavities in order to form a wall construction

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  • ABSTRACT This is a modular construction system for rapid assembly and disassembly of shelters and barriers which provides protection from natural or man-made environments.
  • the shelters are constructed from three types of modules which permit a wide variety of covered structures or walls which may be quickly erected to protect occupants and equipment.
  • the three modules are end panels or spacers which are slotted, side wall or roof panels which have asymmetric slots on either end and a groove along one edge and a rectangular roof beam having vertical hook-like connectors spaced along the outside wall of the beam.
  • a cavity is formed which can be filled with sand to provide a more rigid and solid shelter.
  • two or more beams span the walls and the panels interlock with the hook-like connectors along the outside of the beams to form the roof.
  • the panels interlock horizontally by the grooves and overlap at the hook. Sand or sandbags can be piled on the roof to give additional protection.
  • This invention relates to temporary shelters and more particularly relates to shelters used as fortification for combat use.
  • Shelter is a basic need of man. Throughout history great effort has been made to devise shelter from the natural environment. Also, fortifications for combat use have occupied military engineers throughout the history of warfare. Despite this, the current military field shelter is bagged earth. either with or without simple wood frame structural support. Such shelters require great physical effort to build, skilled labor for framing, and must be abandoned or demolished after use. In the case of mobile warfare, the shelter or barrier is needed for a short time (days or weeks), and the assembly/disassembly should be correspondingly rapid (minutes or hours). Likewise, such a shelter/barrier should be capable of assembly by unskilled personnel and should impose a minimum shipping burden.
  • sandbagging has been the standard field fortification method during the past centry.
  • Empty bags are filled in the field by troops using shovels.
  • Full sandbags are heavy and clumsy. They take a lot of labor for filling and proper implacement. They must be carefully aligned, pounded flat, and cross-stacked for stability. They expose combat troops to enemy fire while being put in place. They deteriorate with time, need replacement when hit, and are not reusable.
  • a new field fortification system which provides shelter by assembling three simple modules which do not require skilled labor for their assembly.
  • the modules for constructing the field fortification shelter make use of fiberglass/- plastic woven roving, armor material. These plastic modules are light in weight, easily handled and very durable.
  • the three module types interlock and need no bolts or other connectors. This minimal number of parts permit rapid field construction of double-walled structures whose walls are then filled with dirt for maximum protection.
  • a roof structure supported on hollow fiberglass beams is provided for and can be covered with a foot of earth for enhanced blast and fragment protection. The entire assembly can be quickly dismantled, stowed for transport,and moved out of the area, eliminating the necessity of demolishing field fortification to deny enemy use.
  • Another object of the present invention is to provide a high strength protective shelter which may be rapidly assembled or disassembled.
  • Yet another Object of the present invention is to provide a high strength protective shelter which may be readily assembled by unskilled laborers.
  • Still another object of the present invention is to provide a high strength protective shelter which may be constructed of a minimum number of parts.
  • Yet another object of the present invention is to provide a high strength protective shelter constructed of modules easily assembled in the field which are light in weight, easily handled and very durable.
  • Still another object of the invention is to provide a high strength protective shelter constructed of modules which interlock and need no bolts or other connectors.
  • FIG. 1 is a perspective view of a high strength protective shelter constructed of the interlocking modules.
  • FIG. 2 is a drawing of a module which is used for the side or roof panels having asymmetric slots on either end and a groove formed along one edge.
  • FIG. 3 is a drawing of a module having slots used for a spacer or an end panel.
  • FIG. 4 is a drawing of a roof beam having a plurality of hook-like connectors attached along one side at a predetermined spacing.
  • FIG. 5 illustrates the interlocking of four spacer panels to form a comer.
  • FIG. 6 shows spacer panels interlocked with side wall panels to form a fillable box unit.
  • FIG. 7 illustrates the manner in which side panels are interlocked with the hook-like connectors attached to the beams to form a roof.
  • FIG. I there is shown a high strength protective shelter l0 constructed of the interlocking modules shown in FIGS. 2, 3 and 4.
  • Four spacers are interlocked to form the corner 12, as shown in FIG. 5.
  • the side walls 14 are formed of spacers l6 interlocked with side wall panels 18.
  • the spacers 16, when interlocked with the side wall panels 18, provide a cavity which can be filled with sand to provide a sturdy side wall construction.
  • Side wall panels 18 can be interlocked with the spacer panels 16 such that they overlap on their ends, as shown at 20, to provide any length side wall construction design desired.
  • FIG. 1 shows two side wall panels 18 interlocked with a spacer 16.
  • the height of the shelter is controlled by the number of side wall panels 18 which are stacked one on top of another after being interlocked with the spacer panels 16.
  • the groove 22 on the lower edge of the side wall panels interlocks with the side wall panel beneath it as shown at 24.
  • the side wall panels are shown stacked three high. However, any number of side wall panels can be added to provide a shelter of any height desired.
  • the roof 26 of the structure is constructed by laying beams 28 across the walls 14 of the structure and then using the side wall panels 18 to provide the roof.
  • the side wall panels are interlocked with the beams, as shown at 30 in FIG. 7, with the groove 22 on the lower edge or one edge of the side wall panels 18, engaging the edge of the adjacent panel. If the roof 26 requires more than two beams 28, they are spaced to permit overlapping of the ends of the panels at the hook-like connectors 32.
  • the roof is formed of four beams 28 with three interlocking panels 18, in series, overlapping each other at the hook-like connectors 32 of the two center beams. Due to the high strength of the panel connectors and the beams, additional overhead protection can be provided by covering the top of the shelter 10 with sand.
  • the standard modular side wall and roof panel 18 is shown in detail in FIG. 2.
  • the side panel 18 has elongated slots 34 near each end of the panel.
  • the slots 34 are slightly longer than half the width of the panel 18.
  • the purpose of the short slots 36 is to engage a rearward projection 38 (FIG. 4) of the hook-like connector 32 on the beam 28 to prevent lateral movement of these panels when they are used to form the roof.
  • the groove should be deep enough to provide a relatively rigid construction when it is engaged with an adjacent panel.
  • the strips 40 forming the groove are cemented and also can be bolted in place.
  • the slots 34 are slightly wider than twice the thickness of the material used for the side panels 18 and the spacer 16 to permit overlapping.
  • the spacer panel 16 is shown in detail in FIG. 3. Slots 42, adjacent each end of the spacer panel, correspond with the long slots 34 in the side panel 18.
  • the vertical height and slot length of the spacer 16 is identical with the vertical height and slot length of the side panel 18, as shown in FIG. 6.
  • the horizontal width of the spacer 16 can be varied, depending upon the thicknessdesired when the shelter I is constructed. That is, the horizontal width and slot placement in the spacer l6 determine the cavity size when the spacers 16 and the side wall panels 18 are interlocked.
  • the roof beam 28 is shown in detail in FIG. 4.
  • the beam portion is comprised of square or rectangular, hollow, fiberglass tubing which has a plurality of evenly spaced, hook-like connectors 32 fastened along one side.
  • the hook-like connectors 32 are spaced such that the side panels 18, when interlocked with the beams 28, abut each other with the groove 22 overlapping the adjacent side panel 18, as shown in FIG. 1.
  • a rearward projection 38 on the hook-like connectors 32 match the short slot 36 on the side panels 18 to align and prevent lateral movement of the side panels 18 when they are assembled with the beam 28 to form a roof 26.
  • roof beam 28 Various lengths of roof beams 28 are possible; however, the preferred embodiment use roof beams 28 of approximately 10 feet. This length equals two corner units 12 and two side panels 18, in series, all interlocked.
  • the beams 28 can be made in a variety of lengths to accommodate shelters of varying shapes.
  • the corner unit 12 is formed by four interlocking spacers 16 as shown in FIG. 5.
  • the side wall panelsIS are interlocked with spacer panels 16 to form a fillable box unit as shown in FIG. 6.
  • One of the spacers 16 of the comer unit 12 interlocks one end of the two side wall panels 18 to connect the two together.
  • the side wall 14 is constructed by connecting additional side wall panels 18 together so that they overlap and are held together by a spacer 16 as shown in FIG. 1.
  • the length of the side wall 14 is determined by the number of side wall units interlocked by spacers 16.
  • the side wall 14 is constructed of two side wall panels 18, in series, interlocked with a spacer 16 with the opposite ends each interlocked with a corner unit 12.
  • height of the shelter is determined by stacking the side wall units on top of each other with the groove 22 interlocking the side panels 18 of the side wall unit below it.
  • the roof 26 is constructed as shown in FIG. 7. Beams 28 are layed across the top of the side wall units, as shown in FIG. 1, and the side wall panels 18 are interlocked with the hooks 32 so that the groove 22 engages the adjacent side wall panel 18.
  • the cavities in the side wall and corner units may be filled with the sand or any other suitable material.
  • the side walls were filled with sand and packed as each side wall unit was stacked on top of another.
  • the width of the shelter 10 in FIG. 1 is equal to the length of the roof beams 28.
  • sand or dirt may be piled on top of the roof 26.
  • a number of materials are suitable for fabricating the side wall panels 18, spacer panels 16 and roof beams 28, such as mild steel, aluminum, plywood or fiberglass.
  • the panels and roof beams were made of a fiberglass/plastic woven roving armor material. This material was selected because it is extremely durable, light in weight, and is high in strength.
  • a ballistic, projectile-resistant, panel material of bonded, woven roving fiberglass is preferred.
  • Altemative applications to temporary shelters in remote areas could utilize a light-weight structural material such as plastic, honeycomb or foamfilled sandwich composites. Where low cost is most important, exterior plywood, suitably painted, could be a material. Where transparency is desired as in window sections, an acrylic plastic or, in the ballistic application, a polycarbonate plastic is desirable. In extreme environments where thermal insulation is required,- a foam-in-place method could be used to fill the wall cavities, using a polyurethane two-component mix.
  • the modules can be scaled up or down in size with selection depending upon ease in handling for manual assembly and efficient palletizing for shipment. While the drawings show fabrication of the modules from flat material stock, in production, slots and grooves could readily be molded by plastic manufacturing procedures. Moldedin metal reinforcement of slots and extruded metal grooves are a potential production refinement.
  • a protective shelter constructed from interlocking modules comprising:
  • a fillable wall structure comprised of:
  • fillable box units connected in series horizontally and stacked and interlocked vertically;
  • said fillable box units comprised of spaced apart, side wall panels having asymmetric slots on each end and a groove along a portion of one edge, interlocked with spacer panels having asymmetric slots engaging the asymmetric slots of the side wall panel; vertical interlocking being provided by the edge of one side panel being engaged with the groove of the vertically adjacent side panel and horizontal, in series, connection being provided by overlapping horizontally adjacent side panels and interlocking the asymmetric slots of each with a spacer panel;
  • a plurality of parallel spaced box beams spanning the wall structure, having a plurality of equally spaced, vertical hook-like connectors and a plubeams with the asymmetric slots engaging the hook-like connectors and the groove of one panel engaging the edge adjacent panel.
  • box beam is comprised of rectangular, hollow, fiberglass tubing having fiberglass hook-like connectors attached along one side.

Abstract

This is a modular construction system for rapid assembly and disassembly of shelters and barriers which provides protection from natural or man-made environments. The shelters are constructed from three types of modules which permit a wide variety of covered structures or walls which may be quickly erected to protect occupants and equipment. The three modules are end panels or spacers which are slotted, side wall or roof panels which have asymmetric slots on either end and a groove along one edge and a rectangular roof beam having vertical hook-like connectors spaced along the outside wall of the beam. When the spacers are interlocked with two of the side wall panels, a cavity is formed which can be filled with sand to provide a more rigid and solid shelter. For overhead cover, two or more beams span the walls and the panels interlock with the hook-like connectors along the outside of the beams to form the roof. The panels interlock horizontally by the grooves and overlap at the hook. Sand or sandbags can be piled on the roof to give additional protection.

Description

United States Patent 1191 Parker [4 June 28, 1974 [76] Inventor: Clarence E. Parker, 6235 Kearney St., Ventura, Calif. 93003 [56] References Cited UNITED STATES PATENTS 1,240,492 9/1917 Sawyer 52/425 2,209,564 7/1940 Grubb 52/589 X 2,832,100 4/1958 Swallert 1 46/21 3,066,436 12/1962 Schuh 1 46/30 3,080,674 3/1963 Amici 52/592 X 3,143,236 8/1964 Haas 46/21 UX 3,149,437 9/1964 WheelerNicholson 52/439 3,304,674 2/1967 Ward .f. 52/425 X 3,427,771 2/1969 Cacossa.... 3,553,919 1/1971 Omholt..... 3,751,867 8/1973 Layne 52/426 Primary Examiner-Frank L. Abbott Assistant ExaminerCarl D. Friedman Attorney, Agent, or Firm-Richard S. Sciascia; .1. M. St. Amand; David OReilly [57] ABSTRACT This is a modular construction system for rapid assembly and disassembly of shelters and barriers which provides protection from natural or man-made environments. The shelters are constructed from three types of modules which permit a wide variety of covered structures or walls which may be quickly erected to protect occupants and equipment. The three modules are end panels or spacers which are slotted, side wall or roof panels which have asymmetric slots on either end and a groove along one edge and a rectangular roof beam having vertical hook-like connectors spaced along the outside wall of the beam. When the spacers are interlocked with two of the side wall panels, a cavity is formed which can be filled with sand to providea more rigid and solid shelter. For overhead cover, two or more beams span the walls and the panels interlock with the hook-like connectors along the outside of the beams to form the roof. The panels interlock horizontally by the grooves and overlap at the hook. Sand or sandbags can be piled on the roof to give additional protection.
10 Claims, 7 Drawing Figures BACKGROUND OF THE INVENTION This invention relates to temporary shelters and more particularly relates to shelters used as fortification for combat use.
Shelter is a basic need of man. Throughout history great effort has been made to devise shelter from the natural environment. Also, fortifications for combat use have occupied military engineers throughout the history of warfare. Despite this, the current military field shelter is bagged earth. either with or without simple wood frame structural support. Such shelters require great physical effort to build, skilled labor for framing, and must be abandoned or demolished after use. In the case of mobile warfare, the shelter or barrier is needed for a short time (days or weeks), and the assembly/disassembly should be correspondingly rapid (minutes or hours). Likewise, such a shelter/barrier should be capable of assembly by unskilled personnel and should impose a minimum shipping burden.
As indicated above, sandbagging has been the standard field fortification method during the past centry. Empty bags are filled in the field by troops using shovels. Full sandbags are heavy and clumsy. They take a lot of labor for filling and proper implacement. They must be carefully aligned, pounded flat, and cross-stacked for stability. They expose combat troops to enemy fire while being put in place. They deteriorate with time, need replacement when hit, and are not reusable.
To solve the above problems, a new field fortification system was developed which provides shelter by assembling three simple modules which do not require skilled labor for their assembly. The modules for constructing the field fortification shelter make use of fiberglass/- plastic woven roving, armor material. These plastic modules are light in weight, easily handled and very durable. The three module types interlock and need no bolts or other connectors. This minimal number of parts permit rapid field construction of double-walled structures whose walls are then filled with dirt for maximum protection. A roof structure supported on hollow fiberglass beams is provided for and can be covered with a foot of earth for enhanced blast and fragment protection. The entire assembly can be quickly dismantled, stowed for transport,and moved out of the area, eliminating the necessity of demolishing field fortification to deny enemy use.
SUMMARY OF THE INVENTION OBJECTS OF THE INVENTION It is one object of the present invention to provide a high strength protective shelter.
Another object of the present invention is to provide a high strength protective shelter which may be rapidly assembled or disassembled.
Yet another Object of the present invention is to provide a high strength protective shelter which may be readily assembled by unskilled laborers.
Still another object of the present invention is to provide a high strength protective shelter which may be constructed of a minimum number of parts.
Yet another object of the present invention is to provide a high strength protective shelter constructed of modules easily assembled in the field which are light in weight, easily handled and very durable.
Still another object of the invention is to provide a high strength protective shelter constructed of modules which interlock and need no bolts or other connectors.
Other objects, advantages and novel features of the invention will become apparent from the following detailed description of the invention when considered in conjunction with the accompanying drawings.
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a high strength protective shelter constructed of the interlocking modules.
FIG. 2 is a drawing of a module which is used for the side or roof panels having asymmetric slots on either end and a groove formed along one edge.
FIG. 3 is a drawing of a module having slots used for a spacer or an end panel.
FIG. 4 is a drawing of a roof beam having a plurality of hook-like connectors attached along one side at a predetermined spacing.
FIG. 5 illustrates the interlocking of four spacer panels to form a comer.
FIG. 6 shows spacer panels interlocked with side wall panels to form a fillable box unit.
FIG. 7 illustrates the manner in which side panels are interlocked with the hook-like connectors attached to the beams to form a roof.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT Referring to FIG. I, there is shown a high strength protective shelter l0 constructed of the interlocking modules shown in FIGS. 2, 3 and 4. Four spacers are interlocked to form the corner 12, as shown in FIG. 5. The side walls 14 are formed of spacers l6 interlocked with side wall panels 18. The spacers 16, when interlocked with the side wall panels 18, provide a cavity which can be filled with sand to provide a sturdy side wall construction. Side wall panels 18 can be interlocked with the spacer panels 16 such that they overlap on their ends, as shown at 20, to provide any length side wall construction design desired. FIG. 1 shows two side wall panels 18 interlocked with a spacer 16. The height of the shelter is controlled by the number of side wall panels 18 which are stacked one on top of another after being interlocked with the spacer panels 16. The groove 22 on the lower edge of the side wall panels interlocks with the side wall panel beneath it as shown at 24. In FIG. 1, the side wall panels are shown stacked three high. However, any number of side wall panels can be added to provide a shelter of any height desired.
The roof 26 of the structure is constructed by laying beams 28 across the walls 14 of the structure and then using the side wall panels 18 to provide the roof. The side wall panels are interlocked with the beams, as shown at 30 in FIG. 7, with the groove 22 on the lower edge or one edge of the side wall panels 18, engaging the edge of the adjacent panel. If the roof 26 requires more than two beams 28, they are spaced to permit overlapping of the ends of the panels at the hook-like connectors 32. In FIG. 1, the roof is formed of four beams 28 with three interlocking panels 18, in series, overlapping each other at the hook-like connectors 32 of the two center beams. Due to the high strength of the panel connectors and the beams, additional overhead protection can be provided by covering the top of the shelter 10 with sand.
The standard modular side wall and roof panel 18 is shown in detail in FIG. 2. The side panel 18 has elongated slots 34 near each end of the panel. The slots 34 are slightly longer than half the width of the panel 18. At the top edge of the panel 18, parallel with the long slots 34, are short slots 36 which may be any desired length. The purpose of the short slots 36 is to engage a rearward projection 38 (FIG. 4) of the hook-like connector 32 on the beam 28 to prevent lateral movement of these panels when they are used to form the roof.
Along the edge adjacent to the long slots 34, two strips 40 are attached to the panel 18 on either side to form a groove 22. The groove should be deep enough to provide a relatively rigid construction when it is engaged with an adjacent panel. The strips 40 forming the groove are cemented and also can be bolted in place. The slots 34 are slightly wider than twice the thickness of the material used for the side panels 18 and the spacer 16 to permit overlapping.
The spacer panel 16 is shown in detail in FIG. 3. Slots 42, adjacent each end of the spacer panel, correspond with the long slots 34 in the side panel 18. The vertical height and slot length of the spacer 16 is identical with the vertical height and slot length of the side panel 18, as shown in FIG. 6. The horizontal width of the spacer 16 can be varied, depending upon the thicknessdesired when the shelter I is constructed. That is, the horizontal width and slot placement in the spacer l6 determine the cavity size when the spacers 16 and the side wall panels 18 are interlocked.
The roof beam 28 is shown in detail in FIG. 4. The beam portion is comprised of square or rectangular, hollow, fiberglass tubing which has a plurality of evenly spaced, hook-like connectors 32 fastened along one side. The hook-like connectors 32 are spaced such that the side panels 18, when interlocked with the beams 28, abut each other with the groove 22 overlapping the adjacent side panel 18, as shown in FIG. 1. A rearward projection 38 on the hook-like connectors 32 match the short slot 36 on the side panels 18 to align and prevent lateral movement of the side panels 18 when they are assembled with the beam 28 to form a roof 26. If a protective shelter is to be constructed with a roof 26, then the length of the side walls 14 will be limited by the length of the roof beam 28 Various lengths of roof beams 28 are possible; however, the preferred embodiment use roof beams 28 of approximately 10 feet. This length equals two corner units 12 and two side panels 18, in series, all interlocked. The beams 28 can be made in a variety of lengths to accommodate shelters of varying shapes.
The corner unit 12 is formed by four interlocking spacers 16 as shown in FIG. 5. The side wall panelsIS are interlocked with spacer panels 16 to form a fillable box unit as shown in FIG. 6. One of the spacers 16 of the comer unit 12 interlocks one end of the two side wall panels 18 to connect the two together. The side wall 14 is constructed by connecting additional side wall panels 18 together so that they overlap and are held together by a spacer 16 as shown in FIG. 1. The length of the side wall 14 is determined by the number of side wall units interlocked by spacers 16. In FIG. 1, the side wall 14 is constructed of two side wall panels 18, in series, interlocked with a spacer 16 with the opposite ends each interlocked with a corner unit 12. The
height of the shelter is determined by stacking the side wall units on top of each other with the groove 22 interlocking the side panels 18 of the side wall unit below it.
The roof 26 is constructed as shown in FIG. 7. Beams 28 are layed across the top of the side wall units, as shown in FIG. 1, and the side wall panels 18 are interlocked with the hooks 32 so that the groove 22 engages the adjacent side wall panel 18. Prior to assembling the roof 26, the cavities in the side wall and corner units may be filled with the sand or any other suitable material. For protection from ballistic weapons, the side walls were filled with sand and packed as each side wall unit was stacked on top of another. The width of the shelter 10 in FIG. 1 is equal to the length of the roof beams 28. Side wall panels 18, when used to form the roof 26 of shelter l0, overlap when interlocked with the same beam 28. For additional overhead protection, sand or dirt may be piled on top of the roof 26.
A number of materials are suitable for fabricating the side wall panels 18, spacer panels 16 and roof beams 28, such as mild steel, aluminum, plywood or fiberglass. In the preferred embodiment, the panels and roof beams were made of a fiberglass/plastic woven roving armor material. This material was selected because it is extremely durable, light in weight, and is high in strength.
Since the primary application is for ballistic and environment protection of military forces and their equipment and mobile operations on land, a ballistic, projectile-resistant, panel material of bonded, woven roving fiberglass is preferred. Altemative applications to temporary shelters in remote areas (for example, construction personnel housing) could utilize a light-weight structural material such as plastic, honeycomb or foamfilled sandwich composites. Where low cost is most important, exterior plywood, suitably painted, could be a material. Where transparency is desired as in window sections, an acrylic plastic or, in the ballistic application, a polycarbonate plastic is desirable. In extreme environments where thermal insulation is required,- a foam-in-place method could be used to fill the wall cavities, using a polyurethane two-component mix. The modules can be scaled up or down in size with selection depending upon ease in handling for manual assembly and efficient palletizing for shipment. While the drawings show fabrication of the modules from flat material stock, in production, slots and grooves could readily be molded by plastic manufacturing procedures. Moldedin metal reinforcement of slots and extruded metal grooves are a potential production refinement.
Thus, there has been disclosed a high strength protective shelter constructed of easy to assemble modules for rapid assembly by unskilled labor and capable of disassembly for reuse.
Obviously many modifications and variations of the present invention as possible in light of the above teachings. it is therefore to be understood that within the scope of the appended claims, the invention may be practiced otherwise than as specifically described.
What is claimed is: I
1. A protective shelter constructed from interlocking modules comprising:
a fillable wall structure comprised of:
a plurality of fillable, rectangular box units connected in series horizontally and stacked and interlocked vertically; said fillable box units comprised of spaced apart, side wall panels having asymmetric slots on each end and a groove along a portion of one edge, interlocked with spacer panels having asymmetric slots engaging the asymmetric slots of the side wall panel; vertical interlocking being provided by the edge of one side panel being engaged with the groove of the vertically adjacent side panel and horizontal, in series, connection being provided by overlapping horizontally adjacent side panels and interlocking the asymmetric slots of each with a spacer panel;
a plurality of fillable, square comer units interlocked horizontally at the outermost opposite ends of the series connected fillable, rectangular box units; said corner units being comprised of four interlocked spacer panels; horizontal interlocking being provided by overlapping two of the spacer panels of the corner unit with the ends of the horizontally adjacent side wall panels and interlocking the asymmetric slots of each with a spacer panel; a roof structure comprised of:
a plurality of parallel spaced box beams, spanning the wall structure, having a plurality of equally spaced, vertical hook-like connectors and a plubeams with the asymmetric slots engaging the hook-like connectors and the groove of one panel engaging the edge adjacent panel.
2. The protective shelter as recited in claim 1 wherein the hook-like connectors on the box beams have a rearward projection and the side panels have short slots on the opposite side, parallel and in line with the asymmetric slots; said short slots engaging the rearward projection of the hook-like projection for aligning the panels to form the roof structure.
3. The protective shelter as recited in claim 2 wherein the fillable wall structure is filled with sand.
4. The protective shelter of claim 3 wherein the side panels and spacer panels are comprised of fiberglass/- plastic woven roving material.
5. The protective shelter of claim 4 wherein the box beam is comprised of rectangular, hollow, fiberglass tubing having fiberglass hook-like connectors attached along one side.
6. The protective shelter of claim 5 wherein the side panel grooves are formed by attaching strips of fiberglass/plastic woven roving material along one edge of the panels between the asymmetric slots.
7. The protective shelter of claim 6 wherein the slots in the side panels and spacer panels are slightly wider than twice the thickness of the panels whereby the panels overlap when interlocked with a spacer.
8. The protective shelter of claim 7 wherein the slots are reinforced with metal.
9. The protective shelter of claim 2 wherein the fillable wall structure is filled with a foamed-in-place polyurethane mix.
10. The protective shelter of claim 9 wherein the side panels and spacer panels are comprised of plywood.

Claims (10)

1. A protective shelter constructed from interlocking modules comprising: a fillable wall structure comprised of: a plurality of fillable, rectangular box units connected in series horizontally and stacked and interlocked vertically; said fillable box units comprised of spaced apart, side wall panels having asymmetric slots on each end and a groove along a portion of one edge, interlocked with spaCer panels having asymmetric slots engaging the asymmetric slots of the side wall panel; vertical interlocking being provided by the edge of one side panel being engaged with the groove of the vertically adjacent side panel and horizontal, in series, connection being provided by overlapping horizontally adjacent side panels and interlocking the asymmetric slots of each with a spacer panel; a plurality of fillable, square corner units interlocked horizontally at the outermost opposite ends of the series connected fillable, rectangular box units; said corner units being comprised of four interlocked spacer panels; horizontal interlocking being provided by overlapping two of the spacer panels of the corner unit with the ends of the horizontally adjacent side wall panels and interlocking the asymmetric slots of each with a spacer panel; a roof structure comprised of: a plurality of parallel spaced box beams, spanning the wall structure, having a plurality of equally spaced, vertical hook-like connectors and a plurality of side wall panels lying between the box beams with the asymmetric slots engaging the hook-like connectors and the groove of one panel engaging the edge adjacent panel.
2. The protective shelter as recited in claim 1 wherein the hook-like connectors on the box beams have a rearward projection and the side panels have short slots on the opposite side, parallel and in line with the asymmetric slots; said short slots engaging the rearward projection of the hook-like projection for aligning the panels to form the roof structure.
3. The protective shelter as recited in claim 2 wherein the fillable wall structure is filled with sand.
4. The protective shelter of claim 3 wherein the side panels and spacer panels are comprised of fiberglass/plastic woven roving material.
5. The protective shelter of claim 4 wherein the box beam is comprised of rectangular, hollow, fiberglass tubing having fiberglass hook-like connectors attached along one side.
6. The protective shelter of claim 5 wherein the side panel grooves are formed by attaching strips of fiberglass/plastic woven roving material along one edge of the panels between the asymmetric slots.
7. The protective shelter of claim 6 wherein the slots in the side panels and spacer panels are slightly wider than twice the thickness of the panels whereby the panels overlap when interlocked with a spacer.
8. The protective shelter of claim 7 wherein the slots are reinforced with metal.
9. The protective shelter of claim 2 wherein the fillable wall structure is filled with a foamed-in-place polyurethane mix.
10. The protective shelter of claim 9 wherein the side panels and spacer panels are comprised of plywood.
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Cited By (42)

* Cited by examiner, † Cited by third party
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US3919819A (en) * 1973-02-06 1975-11-18 Wayne H Oliver Self locking panel connector
US4055924A (en) * 1976-03-10 1977-11-01 Beaver Jr Emil R Inexpensive and disassemblable structural units
US4114883A (en) * 1974-09-12 1978-09-19 Roy Fuscone Dart flights
US4147001A (en) * 1977-11-07 1979-04-03 Oliver Wayne H Connector for wall panel structure
US4505085A (en) * 1982-12-03 1985-03-19 Oliver Wayne H Split panel assembly
FR2610367A1 (en) * 1987-01-29 1988-08-05 Lacour Rene Survival device for a mine gallery
US5412916A (en) * 1992-03-19 1995-05-09 Jack Kennedy Metal Products And Buildings Inc. Structure having quick-connect components
US5758461A (en) * 1995-07-17 1998-06-02 Robert D. Holmes Lightweight, prefabricated building structures
GB2345069A (en) * 1998-12-18 2000-06-28 Jocelyn Skottowe Armoured modular structure assembled from kit of parts
US6264549B1 (en) 2000-01-12 2001-07-24 Jack Kennedy Metal Products & Building, Inc. Mine ventilation
US6609336B2 (en) * 2000-01-20 2003-08-26 Hideo Matsubara Modular units, modular structures having modular units, and method for constructing modular structures
US20040067730A1 (en) * 2002-10-07 2004-04-08 Jack Kennedy Metal Products & Buildings, Inc. Mine ventilation
US20040208702A1 (en) * 2003-04-21 2004-10-21 Buchanan Gregory J. Reinforced interlocking retention panels
US20060032186A1 (en) * 2004-07-30 2006-02-16 Enzo Vardaro Adjustable wall system
US20070210522A1 (en) * 2004-10-01 2007-09-13 Halverson Michael D Modular shooting range
US20070214951A1 (en) * 2004-04-07 2007-09-20 Swinson John S Blast protection system
US20080116436A1 (en) * 2006-11-20 2008-05-22 Ching-Ching Trading Co. Flexible composite structure
US20080235565A1 (en) * 2007-03-21 2008-09-25 International Business Machines Corporation System and Method for Reference Validation in Word Processor Documents
GB2449328A (en) * 2007-05-15 2008-11-19 Hesco Bastion Ltd Blast shelter
US20080283106A1 (en) * 2007-05-15 2008-11-20 Hesco Bastion Limited Protective shelter
WO2010052484A1 (en) * 2008-11-07 2010-05-14 Hesco Bastion Limited Protective shelter
US20100122499A1 (en) * 2008-11-19 2010-05-20 Shelter And Roam Shelter module
US20100129138A1 (en) * 2008-11-26 2010-05-27 Lariviere Donald G Captive bolt mechanism and process for structural assembly of planar components
US20110023759A1 (en) * 2007-01-10 2011-02-03 Bastogne Manufacturing, Llc Blast Resistant Shelter
US7967296B1 (en) 2006-03-14 2011-06-28 Sri Aquisition Corp. Modular shooting system
US8015910B1 (en) * 2009-06-15 2011-09-13 Patriot3, Inc. Convertible ballistic structure with articulated panels
US20110219725A1 (en) * 2008-05-30 2011-09-15 Smith Jeffery L Ballistic and Forced Entry Resistant Construction
WO2012022973A1 (en) * 2010-08-20 2012-02-23 Charlie Greig Bespoke Homes Ltd Prefabricated building for use as temporary or semi-permanent housing
GB2489692A (en) * 2011-04-04 2012-10-10 Qusai Abdul Latif Jassim Alani On site filling of wall cavities of a prefabricated building
US20130047829A1 (en) * 2010-04-23 2013-02-28 Hesco Bastion Limited Protective shelter
US8402875B2 (en) 2007-09-19 2013-03-26 Roger DeGreef Armor plated device
WO2014195935A1 (en) * 2013-06-04 2014-12-11 Israel Military Industries Ltd. Protective shelter
US20160136535A1 (en) * 2014-11-18 2016-05-19 Christian G. Heston Interlocking toy structure and methods of manufacturing the same
WO2019008190A1 (en) * 2017-07-07 2019-01-10 Metrica Gmbh & Co. Kg Post system for a mobile positioning wall system for protecting against ballistic impacts, positioning wall system comprising such a post system, and method for erecting such a positioning wall system
US10359573B2 (en) 1999-11-05 2019-07-23 Board Of Regents, The University Of Texas System Resonant waveguide-granting devices and methods for using same
IT201800006977A1 (en) * 2018-07-06 2020-01-06 MODULE WITH SANDWICH STRUCTURE FOR THE COMPOSITION OF A FIRE TRAINING ENVIRONMENT, IN GERGO MILITARE SHOOTING HOUSE, OF MILITARY STAFF AND OF THE FORCES OF ORDER
US10590671B1 (en) 2017-09-26 2020-03-17 U.S. Government As Represented By The Secretary Of The Army Configurable modular shelter system
US10597870B2 (en) 2017-01-19 2020-03-24 Surepods, Llc System and method of interlocking wall panels
WO2020165442A2 (en) 2019-02-15 2020-08-20 Hesco Bastion Limited Roof structure
CZ308773B6 (en) * 2016-02-01 2021-05-12 Mob-Bars S.R.O. Ballistic system
US20230324150A1 (en) * 2020-06-17 2023-10-12 Rudolf Emanuel Johannes van Riel Ballistic panel
WO2024009311A1 (en) * 2022-07-08 2024-01-11 Ravi Raghavan A man-portable, relocatable fighting bunker assembly

Cited By (64)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3919819A (en) * 1973-02-06 1975-11-18 Wayne H Oliver Self locking panel connector
US4114883A (en) * 1974-09-12 1978-09-19 Roy Fuscone Dart flights
US4055924A (en) * 1976-03-10 1977-11-01 Beaver Jr Emil R Inexpensive and disassemblable structural units
US4147001A (en) * 1977-11-07 1979-04-03 Oliver Wayne H Connector for wall panel structure
US4505085A (en) * 1982-12-03 1985-03-19 Oliver Wayne H Split panel assembly
FR2610367A1 (en) * 1987-01-29 1988-08-05 Lacour Rene Survival device for a mine gallery
US5412916A (en) * 1992-03-19 1995-05-09 Jack Kennedy Metal Products And Buildings Inc. Structure having quick-connect components
US5758461A (en) * 1995-07-17 1998-06-02 Robert D. Holmes Lightweight, prefabricated building structures
GB2345069A (en) * 1998-12-18 2000-06-28 Jocelyn Skottowe Armoured modular structure assembled from kit of parts
US10359573B2 (en) 1999-11-05 2019-07-23 Board Of Regents, The University Of Texas System Resonant waveguide-granting devices and methods for using same
US6264549B1 (en) 2000-01-12 2001-07-24 Jack Kennedy Metal Products & Building, Inc. Mine ventilation
US6609336B2 (en) * 2000-01-20 2003-08-26 Hideo Matsubara Modular units, modular structures having modular units, and method for constructing modular structures
US20040067730A1 (en) * 2002-10-07 2004-04-08 Jack Kennedy Metal Products & Buildings, Inc. Mine ventilation
US7232368B2 (en) * 2002-10-07 2007-06-19 Jack Kennedy Metal Products & Buildings, Inc. Mine ventilation
US20040208702A1 (en) * 2003-04-21 2004-10-21 Buchanan Gregory J. Reinforced interlocking retention panels
US6851889B2 (en) * 2003-04-21 2005-02-08 Gregory J. Buchanan Reinforced interlocking retention panels
US20070214951A1 (en) * 2004-04-07 2007-09-20 Swinson John S Blast protection system
US20060032186A1 (en) * 2004-07-30 2006-02-16 Enzo Vardaro Adjustable wall system
US7712260B2 (en) 2004-07-30 2010-05-11 Groupe Artitalia Inc. Adjustable wall system
US20100218432A1 (en) * 2004-07-30 2010-09-02 Enzo Vardaro Adjustable wall system
US20070210522A1 (en) * 2004-10-01 2007-09-13 Halverson Michael D Modular shooting range
US7357394B2 (en) 2004-10-01 2008-04-15 Sri Acquisition Corp. Modular shooting range
US7909331B2 (en) 2004-10-01 2011-03-22 Sri Aquisition Corp. Modular shooting range
US20080302026A1 (en) * 2004-10-01 2008-12-11 Sri Aquisition Corp. Modular shooting range
US7967296B1 (en) 2006-03-14 2011-06-28 Sri Aquisition Corp. Modular shooting system
US20080116436A1 (en) * 2006-11-20 2008-05-22 Ching-Ching Trading Co. Flexible composite structure
US20110023759A1 (en) * 2007-01-10 2011-02-03 Bastogne Manufacturing, Llc Blast Resistant Shelter
US20080235565A1 (en) * 2007-03-21 2008-09-25 International Business Machines Corporation System and Method for Reference Validation in Word Processor Documents
US7856761B2 (en) 2007-05-15 2010-12-28 Hesco Bastion Limited Protective shelter
US8434270B2 (en) 2007-05-15 2013-05-07 Hesco Bastion Limited Protective shelter
US20080283106A1 (en) * 2007-05-15 2008-11-20 Hesco Bastion Limited Protective shelter
GB2449328A (en) * 2007-05-15 2008-11-19 Hesco Bastion Ltd Blast shelter
GB2449328B (en) * 2007-05-15 2011-12-07 Hesco Bastion Ltd Protective shelter
US8402875B2 (en) 2007-09-19 2013-03-26 Roger DeGreef Armor plated device
US9377275B2 (en) 2007-09-19 2016-06-28 Roger DeGreef Armor plated device
US20110219725A1 (en) * 2008-05-30 2011-09-15 Smith Jeffery L Ballistic and Forced Entry Resistant Construction
EA026786B1 (en) * 2008-11-07 2017-05-31 Хеско Бэстион Лимитед Protective shelter
CN104847154A (en) * 2008-11-07 2015-08-19 海斯科堡垒有限公司 Protective shelter
US8549792B2 (en) 2008-11-07 2013-10-08 Hesco Bastion Limited Protective shelter
WO2010052484A1 (en) * 2008-11-07 2010-05-14 Hesco Bastion Limited Protective shelter
US20110041678A1 (en) * 2008-11-07 2011-02-24 Hesco Bastion Limited Protective shelter
US20100122499A1 (en) * 2008-11-19 2010-05-20 Shelter And Roam Shelter module
US8434960B2 (en) 2008-11-26 2013-05-07 Applied Minds, Llc Captive bolt mechanism and process for structural assembly of planar components
US20100129138A1 (en) * 2008-11-26 2010-05-27 Lariviere Donald G Captive bolt mechanism and process for structural assembly of planar components
US8276499B1 (en) * 2009-06-15 2012-10-02 Patriot3, Inc. Convertible ballistic structure with articulated panels
US8015910B1 (en) * 2009-06-15 2011-09-13 Patriot3, Inc. Convertible ballistic structure with articulated panels
US20130047829A1 (en) * 2010-04-23 2013-02-28 Hesco Bastion Limited Protective shelter
WO2012022973A1 (en) * 2010-08-20 2012-02-23 Charlie Greig Bespoke Homes Ltd Prefabricated building for use as temporary or semi-permanent housing
GB2489692A (en) * 2011-04-04 2012-10-10 Qusai Abdul Latif Jassim Alani On site filling of wall cavities of a prefabricated building
WO2014195935A1 (en) * 2013-06-04 2014-12-11 Israel Military Industries Ltd. Protective shelter
US20160136535A1 (en) * 2014-11-18 2016-05-19 Christian G. Heston Interlocking toy structure and methods of manufacturing the same
US10130893B2 (en) * 2014-11-18 2018-11-20 Christian G. Heston Interlocking toy structure and methods of manufacturing the same
CZ308773B6 (en) * 2016-02-01 2021-05-12 Mob-Bars S.R.O. Ballistic system
US10961702B2 (en) 2017-01-19 2021-03-30 Surepods, Llc System and method of interlocking wall panels
US10597870B2 (en) 2017-01-19 2020-03-24 Surepods, Llc System and method of interlocking wall panels
WO2019008190A1 (en) * 2017-07-07 2019-01-10 Metrica Gmbh & Co. Kg Post system for a mobile positioning wall system for protecting against ballistic impacts, positioning wall system comprising such a post system, and method for erecting such a positioning wall system
US10590671B1 (en) 2017-09-26 2020-03-17 U.S. Government As Represented By The Secretary Of The Army Configurable modular shelter system
US11149462B1 (en) 2017-09-26 2021-10-19 U.S. Government As Represented By The Secretary Of The Army Configurable modular shelter system
IT201800006977A1 (en) * 2018-07-06 2020-01-06 MODULE WITH SANDWICH STRUCTURE FOR THE COMPOSITION OF A FIRE TRAINING ENVIRONMENT, IN GERGO MILITARE SHOOTING HOUSE, OF MILITARY STAFF AND OF THE FORCES OF ORDER
WO2020165442A2 (en) 2019-02-15 2020-08-20 Hesco Bastion Limited Roof structure
GB2581484A (en) * 2019-02-15 2020-08-26 Hesco Bastion Ltd Roof structure
GB2581484B (en) * 2019-02-15 2021-11-24 Hesco Bastion Ltd Roof structure
US20230324150A1 (en) * 2020-06-17 2023-10-12 Rudolf Emanuel Johannes van Riel Ballistic panel
WO2024009311A1 (en) * 2022-07-08 2024-01-11 Ravi Raghavan A man-portable, relocatable fighting bunker assembly

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