WO2004003307A1 - Modular wall segments and method of making such segments - Google Patents

Modular wall segments and method of making such segments Download PDF

Info

Publication number
WO2004003307A1
WO2004003307A1 PCT/IL2002/000525 IL0200525W WO2004003307A1 WO 2004003307 A1 WO2004003307 A1 WO 2004003307A1 IL 0200525 W IL0200525 W IL 0200525W WO 2004003307 A1 WO2004003307 A1 WO 2004003307A1
Authority
WO
WIPO (PCT)
Prior art keywords
modular wall
wall segment
cellularized
modular
segments
Prior art date
Application number
PCT/IL2002/000525
Other languages
French (fr)
Inventor
Eliyahu Maimon
Oren Dror
Original Assignee
Eliyahu Maimon
Oren Dror
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 Eliyahu Maimon, Oren Dror filed Critical Eliyahu Maimon
Priority to CA002490941A priority Critical patent/CA2490941A1/en
Priority to AU2002314511A priority patent/AU2002314511A1/en
Priority to PCT/IL2002/000525 priority patent/WO2004003307A1/en
Priority to EP02741148A priority patent/EP1552076A4/en
Publication of WO2004003307A1 publication Critical patent/WO2004003307A1/en

Links

Classifications

    • 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
    • E04B1/02Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/14Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements being composed of two or more materials
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/041Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres composed of a number of smaller elements, e.g. bricks, also combined with a slab of hardenable material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/296Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and non-metallic or unspecified sheet-material

Definitions

  • the present invention relates to a modular wall segment construction, to methods of making such segments, and to uses of such segments in the
  • climates are typically constructed of cinderblock or of cement-based blocks of other types (referred to collectively hereinbelow as "construction blocks"), built
  • Openings for doors and windows are measured on site and built into the block- based construction by hand, and channels for electrical and plumbing conduits
  • walling material such as sheetrock, wallboard, gypsum board, DENSEGLASS, sheetrock, concreteboard or plasterboard.
  • walling material such as sheetrock, wallboard, gypsum board, DENSEGLASS, sheetrock, concreteboard or plasterboard.
  • insulating materials are often used together with a variety of insulating materials to produce interior walls.
  • a worker typically erects a metal or plastic frame at the desired location of the wall, and then attaches walling sheets to both sides of the frame, and, optionally, fills the space between the pair of walling sheets with insulating material.
  • Walls constructed of walling sheets are typically built more rapidly than
  • building walls using walling sheets may be accomplished by workers having less professional skill than those required to erect a smooth, vertical, and well-finished wall using
  • construction blocks Both the greater rapidity of construction, and the lower skill requirements for the construction workers, are reflected in substantially lower construction costs for walls built of walling sheets in modular units. However, walls built using walling sheets are typically of lower quality than those built
  • walls built of walling sheets are typically less strong and less solid than walls built of construction blocks, and their thermal and acoustic insulating qualities are inferior.
  • masonry construction blocks comprising the walls of a building may be responsible for damage to property and injury and death to people, even in cases where the well-constructed load-bearing skeleton of the building (e.g., the
  • a modular wall segment for constructing a wall comprising: (a) a first external
  • the internal layer being bonded on its opposite sides to the first and second external layers.
  • cement blocks are contiguously placed in direct contact with each other and are secured together within the modular wall segment solely by the external layers.
  • Another embodiment is described wherein the cellularized cement blocks include a quantity of a bonding material between them to augment their securement
  • the modular wall segment is formed on at least one end face with a slot for receiving a fastening element to secure the modular wall segment to other
  • modular wall segments Various embodiments described below illustrate various types of configurations of slots, and of fastening elements to be received in such slots, for utilizing the segments in a modular manner to construct a wall or a
  • the present invention thus addresses the shortcomings of the presently
  • the present invention further addresses the shortcomings of the presently known configurations by providing a construction material and a method of construction which enable building walls with highly accurate placement of openings and fixtures, yet which do not require highly skilled
  • the present invention still further addresses the shortcomings of the presently known configurations by providing a construction material and a method of construction providing the rapidity and simplicity of modular wall construction and the solidity and insulating qualities of construction-block
  • the present invention still further addresses the shortcomings of the presently known configurations by providing a construction material and a
  • Fig. 1 is a simplified cross-section of a modular wall segment according to an embodiment of the present invention
  • Fig. 2 is a simplified isometric illustration of a modular wall segment according to another embodiment of the present invention.
  • Fig. 3 is a simplified flow chart showing a preferred method for constructing
  • Figs. 4a and 4b are simplified cross-sectional views of preferred methods
  • Figs. 5a and 5b are simplified isometric views, and Fig. 5c is a cross-
  • Fig. 6 is a simplified cross-sectional view of a configuration for joining a modular wall segment to a ceiling or to a floor, according to an embodiment of the present invention
  • Figs. 7a and 7b are simplified isometric views of a configuration for joining a modular wall segment to a floor which is not horizontal, according to an embodiment of the present invention
  • Fig. 8 is a simplified isometric view of further configurations for joining
  • Fig. 9 is a simplified isometric view of a configuration for joining modular wall
  • Fig. 10 is a simplified isometric view of a configuration for joining modular wall segments in parallel, according to an embodiment of the present invention
  • Fig. 11 is a simplified isometric view of a configuration for joining a modular wall segment to an exterior wall, according to an embodiment of the
  • Fig. 12 is a simplified isometric view of a configuration of walls composed
  • Fig. 13 is a simplified cross-sectional view of modular walls segments in a configuration reducing danger from earthquakes, according to an embodiment of
  • the present invention involves a modular wall segment comprising an inner layer of cellularized cement blocks glued between two outer layers, methods for constructing same, and uses thereof. Specifically, the present
  • inventions can be used to construct walls which combine the advantages of modular construction, easy and rapid installation, and aesthetic appearance, with the solidity and thermal and acoustic isolating qualities of construction-blocks.
  • Such blocks may be produced, for example, by a process of mixing cement, sand, lime, cement, and a foaming agent with water and pouring into a mold.
  • the foaming agent causes tiny bubbles to develop within the cement
  • the block thereby formed is strong and solid and is a good thermal and acoustic insulator, yet is significantly less dense than would be a block formed of a comparable mixture of cement, sand, lime and water without the use of a foaming agent.
  • the mixture is poured into a form, foams up to about double its volume, is kept moist, and is allowed to set for about 90 minutes, after which it is hard enough
  • Construction blocks marketed under the trade name ETUNG and construction blocks marketed under the trade name ESHKOUT are examples of "cellularized cement blocks”. It is noted that it is the cellularized or highly porous
  • Cellularized cement blocks may be produced by the foaming process described
  • walling sheets is used herein to refer to any member of the general class of objects having a form which combines a relatively thin
  • Walling sheets typically have a generally smooth surface, aesthetically suitable for use in walls. Wood, for example
  • walling sheets plywood, wood composition boards, sheetrock, Gypsum board, cement-board, plasterboard, wallboard, and DENSEGLASS are examples of "walling sheets”. It is noted that the expression “walling sheets” as used herein is not intended to be limited to the specific examples here mentioned. Rather, the expression “walling sheets” is intended to refer to any objects of size, shape, and physical
  • Fig. 1 is a simplified cross-section of a modular wall segment according to an embodiment of the present invention.
  • a modular wall segment 101 comprises two external layers, individually designated as
  • first external layer 105 and second external layer 107 and an internal layer 111.
  • Each external layer 105, 107 is a walling sheet as defined hereinabove.
  • Commercially available produces such as plywood, sheetrock, wallboard, plasterboard, cement-board, or DENSEGLASS may be used. These commercially available produces are, however, mentioned as illustrative examples only, and are not intended to limit the scope of the invention. Any object of similar shape and physical characteristics, whether commercially available or specifically prepared for the purpose, may be utilized as walling sheets and incorporated in modular wall segment 101 as external layers 105, 107.
  • Internal layer 111 comprises a plurality of cellularized cement blocks 113.
  • Blocks 113 are shown as if slightly separated in Fig. 1, for clarity of the figure, but in practice blocks 113 are preferably contiguous one to another.
  • a slot 114 may be provided in exposed surfaces of certain blocks 113 at
  • slot 114 extends transversely through the block 113 at the respective end face of the segment.
  • Fig. 2 is a simplified isometric
  • FIG. 2 presents a modular wall segment 101 similar in
  • Fig. 1 The relatively narrow slot 114 presented in Fig. 1 is a
  • Fig. 3 is a simplified flow chart
  • a first walling sheet 104 substantially formed in a selected two-
  • the selected two- dimensional shape is typically rectangular, but any selected shape, and any convenient size, may be used.
  • a first glue layer 116 consisting of a polyurethane-based glue is
  • KLEIBERTT glue supplied by BECKER GMBH of Germany is a preferred glue for this purpose.
  • first glue layer 116 between external layer 105 and blocks 113 is to lay a first walling sheet on an assembly table, spread glue on the sheet, and then place cellularized cement blocks 113 on the glue-coated walling sheet.
  • Blocks 113 are placed contiguously, in contiguous parallel rows, so that they together constitute a volume of constant thickness approximating the size and shape of the walling sheet. Blocks 113 are placed in rows in the classical
  • a second glue layer 118 is placed between cellularized cement blocks 113 and a second walling sheet to serve as the second external
  • the shape and size of the second walling sheet preferably conforms to the two-dimensional shape and size of the first walling sheet defining the first external layer 105.
  • the second glue layer 118 can conveniently be applied by
  • first external layer 105 internal layer 111
  • second external layer 107
  • step 125 pressure is applied to the construction in such a manner as
  • pressure is applied by transferring the constructed layers from the assembly table to a pressure table while preserving the layers' spatial relationships, and then using the pressure table to apply pressure vertical pressure which forces layers 105, 111 and 107 to remain strongly pressed together while the glue dries.
  • glue layers 116 and 118 are preferably left to cure for an additional day prior to use of the segment.
  • the blocks are placed in direct contact with each other and are secured together with the modular wall segment solely by the external layers bonded to the opposite faces of the blocks. It may be desirable in some cases, however, to also include a quantity of a bonding material, such as cement, between the contacting faces of the blocks to augment their securement
  • a prepared segment 101 may be sawed to a desired size and shape, slots 114 may be cut, openings (e.g., for doors and
  • windows may be cut, channels (e.g., for electrical conduits) may be drilled. Slits and other configurations for joining one module to another, as described
  • Segment 101 is strong, provides good thermal and acoustic isolation, yet is lighter and more easily worked than a wall of comparable shape and size constructed of cinderblock or construction blocks of
  • Segment 101 has smooth and aesthetically pleasing external surfaces with a finished appearance, ready for painting. Segment 101 may be
  • Walls constructed of modular wall segments 101 may be used for internal (non-load-bearing) walls. Segments 101
  • Segments 101 can also be used as an aesthetic surfacing material (inside or outside) for other types of walls, such as cast concrete exterior walls of a building.
  • Segments 101 can be combined with insulating materials to constitute exterior walls of a building, as will be shown hereinbelow, and may be used to construct fences and
  • HYDROGUM is
  • a recommended standard size for a modular wall segment is 60 cm in width and 260 cm in height, but modular wall segments can alternatively be constructed in various other shapes and dimensions.
  • Figs. 4a and 4b present simplified cross-sectional views of two preferred methods for joining modular wall segments 101 into a continuous surface, thereby constructing a modularized wall, according to embodiments of the present invention.
  • Figs. 4a and 4b present partial views of a wall 131a, 131b consisting of two modular wall segments 133a, 133b and 135a, 135b, joined together at juncture 137a, 137b.
  • Fig. 4A glue is used to join a flat end of segment 133a to a flat end
  • a slit 139 in segment 135a is so positioned that it faces a corresponding slit 141 in segment 133a when the two segments are to be joined.
  • a connecting plate 143 which is preferably a metal plate, is coated with glue and positioned so as to substantially fill both slit 139 and slit 141. Glue thus fixes connecting plate 143 both to slit 139 of segment 133a and to slit 141 of segment 135a, and consequently serves to reinforce the joining of
  • Fig. 4b shows an alternative method for joining the two segments 133b, 135b.
  • an end of segment 135b is shaped as a rib 155
  • an end of segment 133 is shaped with a recess 161
  • the rib 155 being of a size
  • Recess 161 is preferably dimensioned as described
  • each modular wall segment 101 is formed with a rib 155 at one end face, and with a slot 161 at the opposite end face, to enable a plurality of such segments to be assembled together in modular fashion.
  • the joining configurations illustrated are particularly appropriate for the joining of modular wall segments for external use, for example for external walls and for fences.
  • the joining configurations illustrated are appropriate for horizontal configurations, joining a plurality of modular segments to make a long wall, and are also appropriate for vertical configurations, joining a plurality of
  • Segments 231 and 233 are constructed with flat ends shaped to fit into I-shaped joining element 235,
  • I-shaped joining element 235 is preferably of concrete or metallic composition
  • Fig. 5b presents an isometric view of a cruciform joining element 237
  • cruciform joining element 237 preferably of metallic composition, which may also be used to join two modular wall segments longitudinally.
  • the position in which cruciform joining element 237 may be placed is indicated in isometric presentation in Fig. 5a, and in cross- sectional presentation in Fig. 5c. In both Fig. 5a and Fig. 5c, cruciform joining element 237 is shown joining modular wall segments 233 and 234. Use of cruciform joining element 237 requires that slots be prepared in the ends of
  • FIG. 6 presents a simplified cross- sectional view of a configuration for joining a modular wall segment to a ceiling
  • modular wall segment 101 is
  • T-shaped connecting form 177 preferably of metal, is screwed, bolted, glued or otherwise connected to ceiling 178 and is used to position modular wall segment 101 with respect to ceiling 178.
  • T-shaped connecting form 177 shown in Fig. 6 as being more
  • narrow than the thickness of modular wall segment 101 may alternatively be of width equal to the thickness of segment 101, or yet wider.
  • Fig. 6 also serves for connecting modular wall segment 101 to a floor.
  • Segment 101 is prepared also at its bottom end with flat face 174 in which a longitudinal slot 175 is prepared, running the
  • a T-shaped connecting form 177 preferably of metal, is screwed, bolted, glued or otherwise connected to a floor 179 and is used to position modular wall segment 101 with respect to floor 179.
  • an interior wall 131 is erected to partition an interior space by first attaching T-shaped connecting forms 177 to the floor and ceiling along most of the length along which it is desired to erect the wall 131, yet
  • a final segment, completing the wall 131, is erected in the staging area by slotting a final section of T-shaped connecting form 177 into a segment 101 before attaching form 177 to the ceiling or floor.
  • Final segment 101 is erected in place, and final section form 177 is then
  • T-shaped connecting form 177 is screwed, bolted, glued or otherwise connected to a wall 172 of any sort, such as, for example, a reinforced concrete exterior wall of a building.
  • Form 177 can be connected to a flat end face of wall 172 to create a linear horizontal or a vertical extension of wall 172.
  • form 177 can be connected to a side face of wall 172, to join wall 172 and segment 101 in a perpendicular or
  • Segment 101 is prepared with longitudinal slot 175 running the length of a flat end face, and an exposed portion of form 177,
  • Fig. 6 may also serve for
  • element 178 shown in Fig. 6 would also be a modular wall segment of the same construction as segment 101, and the T-shaped connecting form 177
  • wall segment 178 would be screwed, bolted, glued or otherwise connected to wall segment 178, either to a flat end face thereof to create a linear horizontal or a vertical extension
  • Segment 101 is prepared with
  • Figs. 7a and 7b present simplified isometric views of a configuration for joining modular wall segment 101 to a floor that is not horizontal, according to an embodiment of the present invention.
  • a horizontal floor surface at the point of installation of modular wall segments 101. This is preferably accomplished by casting a horizontal concrete strip, preferably about 7 cm in height and 4 cm thick, on which T-shaped connecting form 177 of Fig. 6, or other connecting
  • Figs. 7a and 7b In a first phase of operation shown at Fig. 7a, modular wall segment 101 is propped temporarily in a horizontal position using shims 146.
  • a form is constructed around the base of modular wall segment 101, and a concrete strip 147 is cast under
  • elements 201, 203, and 205 are each modular wall segments (corresponding to segment 101 described earlier) here shown as joined one to
  • FIG. 8 a rectangular connecting form 191a, illustrating an alternate construction serving the same function as that of T- shaped connecting form 177 in Fig. 6, is used to connect segment 201 to a ceiling. Holes 207 may be used to screw or bolt connecting form 191a to a ceiling. Similarly, a second connecting form, marked 191b is shown as the
  • segments 203 and 205 are connected to a floor.
  • a third connecting form 191c serves a different purpose.
  • form 191c fits into a slot 114 at the bottom of segment 201 and into a slot
  • T-shaped connecting form 177 in Fig. 6 is glued or otherwise attached to the bottom of
  • segment 201 and fits into slot 114b, or is attached to the tops of segments 203 and 205 and fits into slot 114a.
  • FIG. 9 presents a simplified isometric view of a configuration for joining modular wall segments perpendicularly
  • a connecting form 221 is a connecting form 221,
  • insulation or acoustic insulation is placed between, and may be attached (e.g. by gluing) to, both first modular wall segment 241 on a first side of said
  • FIG. 11 presents a simplified isometric view of a configuration for joining a modular wall segment to an exterior wall, according to an embodiment of the present invention.
  • Exterior wall 247 is typically not a modular wall segment 101, but rather is constructed by other means. Exterior wall 247 might be, for example, a
  • Exterior wall 247 may be a load-bearing wall.
  • exterior wall 247 is prepared to
  • Modular wall segment 241 is then connected to exterior wall 247 by means of bolts or other connectors provided for the purpose.
  • FIG. 1 view of a configuration of walls composed of modular wall segments (e.g., 101 described earlier) and including pre-planned small and large openings, according to an embodiment of the present invention.
  • wall segments (typically, the construction crew) provide makers of the wall
  • modular wall segment 253 for example, comprises a prepared channel 257 for electrical wiring and a prepared opening 259 for an electrical connection.
  • Segments 251 and 253 are shown in Fig. 12 to have been shaped or cut so as to provide an opening 255 appropriate for a door.
  • a wooden door frame base 261 is provided glued to, or embedded in, segments 251 and 253. Wooden door frame base 261 is of great utility in providing for elegantly finished doors within the constructed walls, in that door
  • frame base 261 can be accurately measured and affixed to the segments during production of the segments, thus requiring no cutting or shaping of the
  • An aesthetically pleasing external door frame element (not shown) can easily be affixed to door frame base 261 at the construction site, for example using glue and a staple gun.
  • the makers of the module carefully number and mark each module, identifying its place in the installation plan.
  • construction crew at the building site can prepare the appropriate connecting forms attached to floors, ceilings, and exterior walls according to the same plan.
  • the building crew can easily and rapidly erect the walls on the prepared connecting forms, and all openings and penetrations designed by the building's architects and
  • metallic elements such as metal reinforcement wires, nettings or cages, may be added to the sandwich construction during the construction phase of the modular segments described with reference to Fig. 3, thereby further
  • Fig. 13 is a simplified isometric view of a configuration for reducing danger from earthquakes, according to an
  • FIG. 13 presents a configuration of modular wall segments 301a, 301b joined to form a wall in a
  • Modular wall segments 301a and 301b have been prepared with interior
  • channels 381 drilled or otherwise constructed running lengthwise of the length of the modular segments. In Fig. 13, three such channels are shown. Each channel 381 is for accommodating a cable 385, which is made to pass through channel 381 in segment 301a, and also through channel 381 in segment

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)
  • Finishing Walls (AREA)

Abstract

A modular wall segment (101) for constructing a wall includes two external layers (105, 107) of selected size and shape bonded to the opposite faces of a plurality of contiguously placed cellularized cement blocks (113). The segments (101) may be formed with end faces defining slots (114) of various configurations for receiving various types of fastening elements to enable a plurality of such segments (101) to be secured together in a modularized fashion.

Description

MODULAR WALL SEGMENTS AND METHOD OF MAKING
SUCH SEGMENTS
FIELD AND BACKGROUND OF THE INVENTION
The present invention relates to a modular wall segment construction, to methods of making such segments, and to uses of such segments in the
construction of walls.
Construction methods currently in popular use in many locations and
climates are typically slow and labor-intensive. In Israel, for example, most constructions of interior walls rely on methods substantially unchanged over many years. Interior walls built in Israel, as well as those built in many similar
climates, are typically constructed of cinderblock or of cement-based blocks of other types (referred to collectively hereinbelow as "construction blocks"), built
into a wall by masons on the construction site, then covered by hand with a
mixture of cement and fine sand, and finally finished by paint or plaster. Openings for doors and windows are measured on site and built into the block- based construction by hand, and channels for electrical and plumbing conduits
are typically chiseled by hand into the constructed wall.
The popular construction process here described is not only slow and labor intensive, but also requires a high degree of skill and workmanship. Any failure in the workmanship may result in unevenness in the wall surface, or inaccurate placement of planned fixtures.
Alternative methods for the construction of interior non-loadbearing walls
involve the use of broad prefabricated sheets of walling material, such as sheetrock, wallboard, gypsum board, DENSEGLASS, sheetrock, concreteboard or plasterboard. Such materials, referred to collectively hereinbelow as "walling
sheets", are often used together with a variety of insulating materials to produce interior walls. To construct a wall using walling sheets, a worker typically erects a metal or plastic frame at the desired location of the wall, and then attaches walling sheets to both sides of the frame, and, optionally, fills the space between the pair of walling sheets with insulating material.
Walls constructed of walling sheets are typically built more rapidly than
those built of construction blocks, and have the advantage that the walling sheets themselves are smooth and typically present a fairly aesthetic and
finished appearance, once attached to a frame. Therefore, building walls using walling sheets may be accomplished by workers having less professional skill than those required to erect a smooth, vertical, and well-finished wall using
construction blocks. Both the greater rapidity of construction, and the lower skill requirements for the construction workers, are reflected in substantially lower construction costs for walls built of walling sheets in modular units. However, walls built using walling sheets are typically of lower quality than those built
using construction blocks. In particular, walls built of walling sheets are typically less strong and less solid than walls built of construction blocks, and their thermal and acoustic insulating qualities are inferior.
Thus, there is a widely recognized need for, and it would be highly advantageous to have, a construction material and method of construction which provide the relative rapidity, simplicity and reduced manpower costs of modular
construction, as well as the smooth, aesthetic, and highly finished appearance of walls constructed with walling sheets, together with the high-quality, strength,
solidity and good acoustic and thermal insulating properties, of walls constructed with construction blocks.
Under construction practices typically in use at construction sites in Israel
and in many other locations, responsibility for implementing the detailed plans provided by architects and engineers for accurately measuring and accurately
implementing the correct placement of openings for doors and windows, for communication and electrical conduits, and for pipes and other conduits, typically
falls on the masons constructing the walls. The fact that primary responsibility for accurate placement of such features is in the hands of on-site masons or other construction workers building the walls further reinforces the need for
highly skilled, and consequently relatively expensive, construction workers on the construction site.
Thus, there is further a widely recognized need for, and it would be
highly advantageous to have, a construction material and a method of construction which enable the building of walls having openings and fixtures which are elegantly finished and accurately placed according to architects' and
engineers' specifications, yet which do not require highly skilled personnel at the construction site.
Prior art methods for building walls further include the use of prefabricated modular wall segments each comprising a pair of walling sheets
sandwiching between them an insulating material of some sort. Argal, Calcar, and various polyurethane-based compositions have been used as insulating material in this context. The modular wall segments thereby produced do allow relatively easy wall construction, yet they fail to provide the solidity and acoustic
and thermal isolating properties comparable to those obtained with masonry walls built of construction blocks. Moreover, many such materials have been found to be flammable, or to emit poisonous gasses into the surrounding
environment when heated. For this and other reasons, available pre-fabricated modular wall segments comprising walling sheets surrounding an insulating material do not meet the minimum acceptable standards required under the building codes in force in Israel and in various other localities.
Thus there is further a widely recognized need for, and it would be highly
advantageous to have, a construction material and a method of construction providing the advantages of rapidity and simplicity of modular construction and the
solidity and insulating qualities of construction-block construction, while utilizing material components which are not flammable and which cause no harmful emissions to the environment when heated, and which are already recognized as acceptable building materials according to common practice and according to the legal requirements of the building codes in force in many localities.
In localities which suffer periodic earthquakes, the dangers and disadvantages of falling masonry construction blocks are well known. Falling
masonry construction blocks comprising the walls of a building may be responsible for damage to property and injury and death to people, even in cases where the well-constructed load-bearing skeleton of the building (e.g., the
reinforced concrete sections) survive an earthquake relatively intact.
Thus there is further a widely recognized need for, and it would be highly
advantageous to have, a construction material and a method of construction which minimizes the danger of falling walls and wall components during earthquakes.
SUMMARY OF THE INVENTION
According to one aspect of the present invention, there is provided a modular wall segment for constructing a wall, comprising: (a) a first external
layer of a selected two-dimensional shape and size; (b) a second external layer
of the selected two-dimensional shape and size; and (c) an internal layer located between the first external layer and the second external layer, the internal layer
comprising a plurality of cellularized cement blocks contiguously placed to form a volume of consistent thickness of the selected two-dimensional shape and size;
the internal layer being bonded on its opposite sides to the first and second external layers. According to some described preferred embodiments, the cellularized
cement blocks are contiguously placed in direct contact with each other and are secured together within the modular wall segment solely by the external layers. Another embodiment is described wherein the cellularized cement blocks include a quantity of a bonding material between them to augment their securement
together within the modular wall segment by the external layers.
According to further features in the described preferred embodiments,
the modular wall segment is formed on at least one end face with a slot for receiving a fastening element to secure the modular wall segment to other
modular wall segments. Various embodiments described below illustrate various types of configurations of slots, and of fastening elements to be received in such slots, for utilizing the segments in a modular manner to construct a wall or a
juncture with a floor or ceiling.
The present invention thus addresses the shortcomings of the presently
known configurations by providing a construction material and a method of
construction which enable low-cost wall construction by utilizing the rapidity and simplicity of modular wall construction techniques, yet which produce high-quality, strong and solid walls whose acoustic and thermal insulating properties are comparable to those found in walls built using constructions blocks.
The present invention further addresses the shortcomings of the presently known configurations by providing a construction material and a method of construction which enable building walls with highly accurate placement of openings and fixtures, yet which do not require highly skilled
personnel at the construction site.
The present invention still further addresses the shortcomings of the presently known configurations by providing a construction material and a method of construction providing the rapidity and simplicity of modular wall construction and the solidity and insulating qualities of construction-block
construction, while enabling the utilization of materials which cause no harmful
emissions to the environment and which are widely recognized and accepted as building materials both according to common practice and according to the
building codes in force in a wide variety of locations.
The present invention still further addresses the shortcomings of the presently known configurations by providing a construction material and a
method of construction which minimize danger of falling walls and wall components during an earthquake.
Further features and advantages of the invention will be apparent from the description below.
BRIEF DESCRIPTION OF THE DRAWINGS
The invention is herein described, by way of example only, with reference to the accompanying drawings. With specific reference now to the
drawings in detail, it is stressed that the particulars shown are by way of example and for purposes of illustrative discussion of the preferred embodiments of the present invention only, and are presented in the cause of providing what
is believed to be the most useful and readily understood description of the principles and conceptual aspects of the invention. In this regard, no attempt is made to show structural details of the invention in more detail than is necessary for a fundamental understanding of the invention, the description taken with the
drawings making apparent to those skilled in the art how the several forms of the invention may be embodied in practice.
Fig. 1 is a simplified cross-section of a modular wall segment according to an embodiment of the present invention;
Fig. 2 is a simplified isometric illustration of a modular wall segment according to another embodiment of the present invention;
Fig. 3 is a simplified flow chart showing a preferred method for constructing
a modular wall segment according to an embodiment of the present invention;
Figs. 4a and 4b are simplified cross-sectional views of preferred methods
for joining modular wall segments one to another to make a wall, according to
an embodiment of the present invention;
Figs. 5a and 5b are simplified isometric views, and Fig. 5c is a cross-
sectional view of further configurations for joining modular wall segments longitudinally, according to an embodiment of the present invention;
Fig. 6 is a simplified cross-sectional view of a configuration for joining a modular wall segment to a ceiling or to a floor, according to an embodiment of the present invention; Figs. 7a and 7b are simplified isometric views of a configuration for joining a modular wall segment to a floor which is not horizontal, according to an embodiment of the present invention;
Fig. 8 is a simplified isometric view of further configurations for joining
several modular wall segments one to another to make a wall, according to an
embodiment of the present invention;
Fig. 9 is a simplified isometric view of a configuration for joining modular wall
segments perpendicularly, according to an embodiment of the present invention;
Fig. 10 is a simplified isometric view of a configuration for joining modular wall segments in parallel, according to an embodiment of the present invention;
Fig. 11 is a simplified isometric view of a configuration for joining a modular wall segment to an exterior wall, according to an embodiment of the
present invention;
Fig. 12 is a simplified isometric view of a configuration of walls composed
of modular wall segments and including pre-planned small and large openings, according to an embodiment of the present invention; and
Fig. 13 is a simplified cross-sectional view of modular walls segments in a configuration reducing danger from earthquakes, according to an embodiment of
the present invention. DESCRIPTION OF PREFERRED EMBODIMENTS
The present invention involves a modular wall segment comprising an inner layer of cellularized cement blocks glued between two outer layers, methods for constructing same, and uses thereof. Specifically, the present
invention can be used to construct walls which combine the advantages of modular construction, easy and rapid installation, and aesthetic appearance, with the solidity and thermal and acoustic isolating qualities of construction-blocks.
To enhance clarity of the following descriptions, the following phrases will first be defined:
The phrase "cellularized cement block" is used herein to refer to a block
suitable for use as a building material, containing cement, sand, and other materials, and having a highly porous internal structure or a cellularized internal
structure. Such blocks may be produced, for example, by a process of mixing cement, sand, lime, cement, and a foaming agent with water and pouring into a mold. The foaming agent causes tiny bubbles to develop within the cement
mixture. The bubbles remain interspersed within the cement mixture. When the
mixture hardens, these tiny bubbles are permanently fixed within the block structure, resulting in a cement-based construction block having an internal cellular structure which includes multiple small spaces formed by the bubbles
created by the foaming process. The block thereby formed is strong and solid and is a good thermal and acoustic insulator, yet is significantly less dense than would be a block formed of a comparable mixture of cement, sand, lime and water without the use of a foaming agent. In a typical fabrication process, the mixture is poured into a form, foams up to about double its volume, is kept moist, and is allowed to set for about 90 minutes, after which it is hard enough
so that it can be moved, or cut to desired dimensions.
Construction blocks marketed under the trade name ETUNG and construction blocks marketed under the trade name ESHKOUT are examples of "cellularized cement blocks". It is noted that it is the cellularized or highly porous
character of the blocks, and their relatively low density when compared to standard cement-based blocks, which are their defining characteristics.
Cellularized cement blocks may be produced by the foaming process described
hereinabove, or by any other process.
The phrase "walling sheets" is used herein to refer to any member of the general class of objects having a form which combines a relatively thin
dimension, usually between several millimeters and several centimeters and most typically about one or two centimeters in thickness, with much larger width and
height dimensions, typically from tens to several hundreds of centimeters in width and height, whose physical characteristics make them appropriate for use
as partitioning elements in walls. Walling sheets typically have a generally smooth surface, aesthetically suitable for use in walls. Wood, for example
plywood, wood composition boards, sheetrock, Gypsum board, cement-board, plasterboard, wallboard, and DENSEGLASS are examples of "walling sheets". It is noted that the expression "walling sheets" as used herein is not intended to be limited to the specific examples here mentioned. Rather, the expression "walling sheets" is intended to refer to any objects of size, shape, and physical
characteristics similar to those of plywood, sheetrock, gypsum board, cement- board, plasterboard, wallboard and DENSEGLASS, making them appropriate for use as part of a wall structure.
The principles of the construction and use of wall modules according to the present invention may be better understood with reference to the drawings
and accompanying descriptions.
Before explaining at least one embodiment of the invention in detail, it is to be understood that the invention is not limited in its application to the details
of construction and the arrangement of the components set forth in the following description or illustrated in the drawings. The invention is capable of other
embodiments or of being practiced or carried out in various ways. Also, it is to be understood that the phraseology and terminology employed herein is for the
purpose of description and should not be regarded as limiting.
Referring now to the drawings, Fig. 1 is a simplified cross-section of a modular wall segment according to an embodiment of the present invention.
A modular wall segment 101 comprises two external layers, individually designated as
first external layer 105 and second external layer 107, and an internal layer 111.
Each external layer 105, 107 is a walling sheet as defined hereinabove. Commercially available produces such as plywood, sheetrock, wallboard, plasterboard, cement-board, or DENSEGLASS may be used. These commercially available produces are, however, mentioned as illustrative examples only, and are not intended to limit the scope of the invention. Any object of similar shape and physical characteristics, whether commercially available or specifically prepared for the purpose, may be utilized as walling sheets and incorporated in modular wall segment 101 as external layers 105, 107.
Internal layer 111 comprises a plurality of cellularized cement blocks 113. Blocks 113 are shown as if slightly separated in Fig. 1, for clarity of the figure, but in practice blocks 113 are preferably contiguous one to another.
A first glue layer 116 between internal layer 111 and external layer
105, and a second glue layer 118 between internal layer 111 and external layer 107 serves to hold these layers of modular wall segment 101 together as a unit.
A slot 114 may be provided in exposed surfaces of certain blocks 113 at
the end faces of the respective segment to facilitate joining the modular wall segment 101 to floors, ceilings, and to other modular wall segments. In the
construction illustrated in Fig. 1, slot 114 extends transversely through the block 113 at the respective end face of the segment.
Reference is now made to Fig. 2, which is a simplified isometric
illustration of a modular wall segment according to an embodiment of the present invention. Fig. 2 presents a modular wall segment 101 similar in
structure and identical in purpose to modular wall segment 101 shown in Fig. 1. As an aid to understanding, the numbered features of Fig. 1 are reproduced in Fig. 2 in isometric perspective. Slot 114' in Fig. 2 is presented as a wide slot, whereas in Fig. 1 slot 114 is narrow. Slot 114' in Fig. 2 is defined by having the
ends of the two external layers 105, 107, project past the end face of the cellularized cement block 113 at the respective end of the segment, and a U- shaped channel member 114" is preferably introduced into that slot for reinforcement purposes. Both wide and narrow configurations of the slot 114
may be used for joining modular wall segment 101 to floors, ceilings and other modular wall segments. The relatively narrow slot 114 presented in Fig. 1 is a
presently preferred configuration.
Reference is now made to Fig. 3, which is a simplified flow chart
presenting a preferred method for constructing modular wall segment 101, according to any embodiment of the present invention.
A first walling sheet 104 substantially formed in a selected two-
dimensional shape and size is used as a basis for construction. The selected two- dimensional shape is typically rectangular, but any selected shape, and any convenient size, may be used.
At step 121 a first glue layer 116 consisting of a polyurethane-based glue is
placed between a first walling sheet used as a first external layer 105 and a plurality of cellularized cement blocks 113 which constitute internal layer 111. KLEIBERTT glue supplied by BECKER GMBH of Germany is a preferred glue for this purpose. Glue
density of up to 375 gm per square meter, for each glue layer 116, is preferred.
A convenient way to place first glue layer 116 between external layer 105 and blocks 113 is to lay a first walling sheet on an assembly table, spread glue on the sheet, and then place cellularized cement blocks 113 on the glue-coated walling sheet. Blocks 113 are placed contiguously, in contiguous parallel rows, so that they together constitute a volume of constant thickness approximating the size and shape of the walling sheet. Blocks 113 are placed in rows in the classical
staggered relationship. Neither glue nor any other binding material is required between contiguous blocks 113, as blocks 113 are held in place by glue layer 116 between blocks 113 and the walling sheet of external layer 105.
At step 123, a second glue layer 118 is placed between cellularized cement blocks 113 and a second walling sheet to serve as the second external
layer 107. The shape and size of the second walling sheet preferably conforms to the two-dimensional shape and size of the first walling sheet defining the first external layer 105. The second glue layer 118 can conveniently be applied by
coating the exposed (upper) side of blocks 113 with glue, and then placing the second walling sheet over the glue-coated blocks 113. At the conclusion of step
123, first external layer 105, internal layer 111, and second external layer 107
are placed relative to each other in the configuration shown as modular wall
segment 101 in Figs. 1 and 2 before the glue layers 116 and 118 intended to bind them together have solidified.
In step 125 pressure is applied to the construction in such a manner as
to force both external layer 105 and external layer 107 to be pressed strongly into close contact with blocks 113 constituting inner layer 111, and to be held in close contact until glue layers 116 and 118 become set. In a preferred mode of operation pressure is applied by transferring the constructed layers from the assembly table to a pressure table while preserving the layers' spatial relationships, and then using the pressure table to apply pressure vertical pressure which forces layers 105, 111 and 107 to remain strongly pressed together while the glue dries. In a preferred method, a pressure of
approximately 40 atmospheres per square centimeter is applied for approximately 40 minutes. After 40 minutes segment 101 may be moved to a
storage area. In optional step 127, glue layers 116 and 118 are preferably left to cure for an additional day prior to use of the segment.
In the method illustrated in Fig. 3, the blocks are placed in direct contact with each other and are secured together with the modular wall segment solely by the external layers bonded to the opposite faces of the blocks. It may be desirable in some cases, however, to also include a quantity of a bonding material, such as cement, between the contacting faces of the blocks to augment their securement
together within the modular wall segment by the external layers.
In optional step 129, a prepared segment 101 may be sawed to a desired size and shape, slots 114 may be cut, openings (e.g., for doors and
windows) may be cut, channels (e.g., for electrical conduits) may be drilled. Slits and other configurations for joining one module to another, as described
hereinbelow with reference to Fig. 4, may be prepared at this time.
The process described in Fig. 3 produces a modular wall segment 101 with desired characteristics. Segment 101 is strong, provides good thermal and acoustic isolation, yet is lighter and more easily worked than a wall of comparable shape and size constructed of cinderblock or construction blocks of
other sorts. Segment 101 has smooth and aesthetically pleasing external surfaces with a finished appearance, ready for painting. Segment 101 may be
cut to a desired width and shape using a saw. Walls constructed of modular wall segments 101 may be used for internal (non-load-bearing) walls. Segments 101
can also be used as an aesthetic surfacing material (inside or outside) for other types of walls, such as cast concrete exterior walls of a building. Segments 101 can be combined with insulating materials to constitute exterior walls of a building, as will be shown hereinbelow, and may be used to construct fences and
similar structures.
In a preferred embodiment using YTONG blocks as cellularized cement
blocks 113, a segment a square meter in area and seven centimeters thick weight approximately 42 kg, and meets the Israeli construction standards for
acoustic insulation, for thermal insulation, and the Israeli mechanical strength
standard #268. The wall segments so constructed are also fairly impervious to
water but in wet environments it is recommended to spread a material impermeable to water on the module's surface before installation. HYDROGUM is
an example of an appropriate material for this purpose. In a preferred embodiment, a recommended standard size for a modular wall segment is 60 cm in width and 260 cm in height, but modular wall segments can alternatively be constructed in various other shapes and dimensions. Reference is now made to Figs. 4a and 4b which present simplified cross-sectional views of two preferred methods for joining modular wall segments 101 into a continuous surface, thereby constructing a modularized wall, according to embodiments of the present invention. Figs. 4a and 4b present partial views of a wall 131a, 131b consisting of two modular wall segments 133a, 133b and 135a, 135b, joined together at juncture 137a, 137b.
In Fig. 4A, glue is used to join a flat end of segment 133a to a flat end
of segment 135a. Additionally, a slit 139 in segment 135a is so positioned that it faces a corresponding slit 141 in segment 133a when the two segments are to be joined. A connecting plate 143, which is preferably a metal plate, is coated with glue and positioned so as to substantially fill both slit 139 and slit 141. Glue thus fixes connecting plate 143 both to slit 139 of segment 133a and to slit 141 of segment 135a, and consequently serves to reinforce the joining of
the two segments.
Fig. 4b shows an alternative method for joining the two segments 133b, 135b. In Fig. 4b an end of segment 135b is shaped as a rib 155, whereas an end of segment 133 is shaped with a recess 161, the rib 155 being of a size
and position to slide snugly into the recess 161 during construction of wall 131,
where it is glued in place. Recess 161 is preferably dimensioned as described
above with respect to slot 114 as shown in Fig. 1, or as described above with respect to slot 114' as shown in Fig. 2. Fig. 4b also illustrates the alternative construction wherein each modular wall segment 101 is formed with a rib 155 at one end face, and with a slot 161 at the opposite end face, to enable a plurality of such segments to be assembled together in modular fashion.
Reference is now made to Figs. 5a - 5c, which present simplified
isometric and cross-sectional views of additional configurations for joining modular wall segments longitudinally, according to embodiments of the present
invention. The joining configurations illustrated are particularly appropriate for the joining of modular wall segments for external use, for example for external walls and for fences. The joining configurations illustrated are appropriate for horizontal configurations, joining a plurality of modular segments to make a long wall, and are also appropriate for vertical configurations, joining a plurality of
segments to make a high wall.
In Fig. 5a, modular wall segment 231 is joined to modular wall segment
233 by use of an I-shaped joining element 235. Segments 231 and 233 are constructed with flat ends shaped to fit into I-shaped joining element 235,
where they can be glued or preferably screwed or bolted into place. I-shaped joining element 235 is preferably of concrete or metallic composition, and
consequently may be a load-bearing element.
Fig. 5b presents an isometric view of a cruciform joining element 237,
preferably of metallic composition, which may also be used to join two modular wall segments longitudinally. The position in which cruciform joining element 237 may be placed is indicated in isometric presentation in Fig. 5a, and in cross- sectional presentation in Fig. 5c. In both Fig. 5a and Fig. 5c, cruciform joining element 237 is shown joining modular wall segments 233 and 234. Use of cruciform joining element 237 requires that slots be prepared in the ends of
segments 233 and 234, similar to slots 141 and 139 of Fig. 4a.
Reference is now made to Fig. 6, which presents a simplified cross- sectional view of a configuration for joining a modular wall segment to a ceiling
or to a floor or to both a ceiling and a floor, according to an embodiment of the present invention. For connecting to a ceiling 178, modular wall segment 101 is
prepared at its top end with a flat end face 173, in which a longitudinal slot 175 is prepared, running the length of end face 173. A T-shaped connecting form 177, preferably of metal, is screwed, bolted, glued or otherwise connected to ceiling 178 and is used to position modular wall segment 101 with respect to ceiling 178. T-shaped connecting form 177, shown in Fig. 6 as being more
narrow than the thickness of modular wall segment 101, may alternatively be of width equal to the thickness of segment 101, or yet wider.
The configuration presented in Fig. 6 also serves for connecting modular wall segment 101 to a floor. Segment 101 is prepared also at its bottom end with flat face 174 in which a longitudinal slot 175 is prepared, running the
length of bottom surface 174. A T-shaped connecting form 177, preferably of metal, is screwed, bolted, glued or otherwise connected to a floor 179 and is used to position modular wall segment 101 with respect to floor 179. In typical use, an interior wall 131 is erected to partition an interior space by first attaching T-shaped connecting forms 177 to the floor and ceiling along most of the length along which it is desired to erect the wall 131, yet
leaving a small section of the intended wall length with at least one form 177 (ceiling or floor) unattached, to create a staging area. Modular wall segments
101, constructed to be of an appropriate height and having longitudinal slots 175 along the top and bottom, are simply moved into the staging area, slotted
onto T-shaped connecting forms 177, and slid along those forms, one segment 101 after another, until the space to be partitioned has been nearly filled and
most of the wall 131 erected. A final segment, completing the wall 131, is erected in the staging area by slotting a final section of T-shaped connecting form 177 into a segment 101 before attaching form 177 to the ceiling or floor. Final segment 101 is erected in place, and final section form 177 is then
attached to wall or floor as appropriate, completing construction of wall 131.
In a recommended mode of operation, a commercially available sealing
agent, impervious to water, is spread on top surface 173, bottom surface 174, in slits 175, and on T-shaped connecting forms 177 before installing modular
wall segments 101 on T-shaped connecting forms 177.
The configuration presented in Fig. 6 also serves for connecting modular
wall segment 101 to a wall 172. In this usage T-shaped connecting form 177 is screwed, bolted, glued or otherwise connected to a wall 172 of any sort, such as, for example, a reinforced concrete exterior wall of a building. Form 177 can be connected to a flat end face of wall 172 to create a linear horizontal or a vertical extension of wall 172. Alternatively, form 177 can be connected to a side face of wall 172, to join wall 172 and segment 101 in a perpendicular or
near-perpendicular configuration. Segment 101 is prepared with longitudinal slot 175 running the length of a flat end face, and an exposed portion of form 177,
extending outward from wall 172 to which it is attached, is fitted into slot 175 to form a joint, which joint is then preferably reinforced using glue, screws, bolts, or similar materials.
Similarly, the configuration presented in Fig. 6 may also serve for
connecting modular wall segment 101 to a second, like modular wall segment. In
this usage, element 178 shown in Fig. 6 would also be a modular wall segment of the same construction as segment 101, and the T-shaped connecting form 177
would be screwed, bolted, glued or otherwise connected to wall segment 178, either to a flat end face thereof to create a linear horizontal or a vertical extension
of wall segment 101, or to a side face thereof to join it to wall segment 101 in a perpendicular or near-perpendicular configuration. Segment 101 is prepared with
longitudinal slot 175 running the length of a flat end face, and an exposed portion of form 177, extending outward from the other wall segment 178 to which it is attached, is fitted into slot 175 to form a joint, which joint is then preferably
reinforced using glue, screws, bolts, or similar materials.
Reference is now made to Figs. 7a and 7b, which present simplified isometric views of a configuration for joining modular wall segment 101 to a floor that is not horizontal, according to an embodiment of the present invention. In general, it is desirable to provide a horizontal floor surface at the point of installation of modular wall segments 101. This is preferably accomplished by casting a horizontal concrete strip, preferably about 7 cm in height and 4 cm thick, on which T-shaped connecting form 177 of Fig. 6, or other connecting
forms or arrangements, or modular wall segment 101 itself, may be placed.
A further recommended mode of operation is presented in two phases in
Figs. 7a and 7b. In a first phase of operation shown at Fig. 7a, modular wall segment 101 is propped temporarily in a horizontal position using shims 146.
Small sections of walling board, for example, may be used for this purpose. In a second phase of operation shown at Fig. 7b, a form is constructed around the base of modular wall segment 101, and a concrete strip 147 is cast under
segment 101.
Reference is now made to Fig. 8, which presents a simplified isometric
view of several additional configurations for joining several modular wall segments one to another to make a wall, according to an embodiment of the present invention.
In Fig. 8, elements 201, 203, and 205 are each modular wall segments (corresponding to segment 101 described earlier) here shown as joined one to
another to make a wall 206. In Fig. 8 a rectangular connecting form 191a, illustrating an alternate construction serving the same function as that of T- shaped connecting form 177 in Fig. 6, is used to connect segment 201 to a ceiling. Holes 207 may be used to screw or bolt connecting form 191a to a ceiling. Similarly, a second connecting form, marked 191b is shown as the
means by which segments 203 and 205 are connected to a floor.
A third connecting form 191c serves a different purpose. Connecting
form 191c fits into a slot 114 at the bottom of segment 201 and into a slot
114b at the tops of segments 203 and 205, and serves to join segment 201 vertically to segments 203 and 205. This vertical joining method is useful when
it is desired to build a wall taller than the maximum height of available individual wall segments 101. In an alternate construction, T-shaped connecting form
177, shown in Fig. 6, may be used in place of connecting form 191c to join segment 201 vertically to segments 203 and 205. In this case, T-shaped connecting form 177 in Fig. 6 is glued or otherwise attached to the bottom of
segment 201 and fits into slot 114b, or is attached to the tops of segments 203 and 205 and fits into slot 114a.
Reference is now made to Fig. 9, which presents a simplified isometric view of a configuration for joining modular wall segments perpendicularly,
according to an embodiment of the present invention. A connecting form 221,
screwed, glued, bolted or otherwise attached to a side of a first modular wall segment 223, fits into a slot 114 in the end of a second modular wall segment
225. Connecting form 221 is then screwed, glued, bolted or otherwise attached in slot 114, thereby joining segment 223 to segment 225 perpendicularly. Reference is now made to Fig. 10, which presents a simplified isometric view of a configuration for joining modular wall segments in parallel to produce a sandwich configuration, according to an embodiment of the present invention. In such a sandwich configuration, insulating material 245, such as thermal
insulation or acoustic insulation, is placed between, and may be attached (e.g. by gluing) to, both first modular wall segment 241 on a first side of said
insulating material, and second modular wall segment 243 on a second side of said insulating material. This sandwich configuration thereby constructed is particularly recommended for use as an outside wall.
Reference is now made to Fig. 11, which presents a simplified isometric view of a configuration for joining a modular wall segment to an exterior wall, according to an embodiment of the present invention.
Exterior wall 247 is typically not a modular wall segment 101, but rather is constructed by other means. Exterior wall 247 might be, for example, a
poured concrete wall. Exterior wall 247 may be a load-bearing wall.
According to a preferred embodiment, exterior wall 247 is prepared to
include bolts or other fasteners appropriately placed for use for connecting an interior wall. In a preferred mode of operation, waterproofing material is applied to exterior wall 247 if appropriate. Insulating material 246 of appropriate
thickness is placed on the inner surface of exterior wall 247. Water pipes, drain pipes, conduits for electricity, for electronic communications, and optionally for other installations are installed at this time. Modular wall segment 241 is then connected to exterior wall 247 by means of bolts or other connectors provided for the purpose.
Reference is now made to Fig. 12, which presents a simplified isometric
view of a configuration of walls composed of modular wall segments (e.g., 101 described earlier) and including pre-planned small and large openings, according to an embodiment of the present invention.
In a recommended mode of use, when constructing walls of a building or
part of a building utilizing embodiments of the present invention, detailed plans for the interior construction, based on architects drawings and engineers specifications, are taken into account in the planning, design, and construction of appropriately sized and shaped modular wall segments. Users of the modular
wall segments (typically, the construction crew) provide makers of the wall
segments (typically, a commercial supplier or factory) with detailed specifications of the sizes and placements of the walls and the desired positions of openings such as windows and doors, and desired smaller penetrations in the walls for
elements such as channels for electrical conduits and openings such a for
electrical outlets. The makers of the wall segments can then design segments of accurately appropriate sizes, and use the manufacturing facilities of their workshop or factory to cut or drill appropriate openings in the constructed
modules, which process can be accomplished with ease and accuracy in the factory or industrial setting. In Fig. 12, modular wall segment 253, for example, comprises a prepared channel 257 for electrical wiring and a prepared opening 259 for an electrical connection. Segments 251 and 253 are shown in Fig. 12 to have been shaped or cut so as to provide an opening 255 appropriate for a door.
Optionally, a wooden door frame base 261 is provided glued to, or embedded in, segments 251 and 253. Wooden door frame base 261 is of great utility in providing for elegantly finished doors within the constructed walls, in that door
frame base 261 can be accurately measured and affixed to the segments during production of the segments, thus requiring no cutting or shaping of the
segments at the construction site. An aesthetically pleasing external door frame element (not shown) can easily be affixed to door frame base 261 at the construction site, for example using glue and a staple gun.
In a preferred mode of operation, the makers of the module carefully number and mark each module, identifying its place in the installation plan. The
construction crew at the building site can prepare the appropriate connecting forms attached to floors, ceilings, and exterior walls according to the same plan.
On delivery of the prepared modular wall segments to the building site, the building crew can easily and rapidly erect the walls on the prepared connecting forms, and all openings and penetrations designed by the building's architects and
engineers will be accurately in place and present a finished appearance. If needed, the builders may apply small amounts of filler to cover any cracks caused by the installation process, and the walls are finished and ready for a coat of paint. Should it be desired to strengthen modular segment 101 beyond the strength required for normal construction and beyond the strength requirements of standard
building codes, metallic elements, such as metal reinforcement wires, nettings or cages, may be added to the sandwich construction during the construction phase of the modular segments described with reference to Fig. 3, thereby further
strengthening the modular wall segments. It is, however, generally an advantage of the described modular wall segment (e.g., 101) that such strengthening elements are
usually unnecessary, and the fact that the segments typically contain no metallic elements adds convenience, in that no care need be take to locate and to avoid
internal metallic elements when cutting or drilling the segments.
Reference is now made to Fig. 13, which is a simplified isometric view of a configuration for reducing danger from earthquakes, according to an
embodiment of the present invention. Experience has shown that during seismic disturbances, some or all of the load-bearing structures of a building may survive
intact or nearly intact, yet people are endangered and property destroyed
because of falling masonry from a building's interior walls. Fig. 13 presents a configuration of modular wall segments 301a, 301b joined to form a wall in a
manner which enhances security of the wall in the face of seismic disturbances. Modular wall segments 301a and 301b have been prepared with interior
channels 381 drilled or otherwise constructed running lengthwise of the length of the modular segments. In Fig. 13, three such channels are shown. Each channel 381 is for accommodating a cable 385, which is made to pass through channel 381 in segment 301a, and also through channel 381 in segment
301b, thereby linking segments 301a and 301b with a strong metallic cable. The ends of cable 385 are firmly attached to load-bearing structures of a building, such as a steel framework, or a steel-reinforced poured concrete
element. In the event of an earthquake or other major trauma to the building structure, if the load-bearing structures to which cables 385 are anchored survive the disturbance, modular wall segments 301a, 301b are held together, and may largely be prevented from falling and doing damage, by cables 385. The configuration shown in Fig. 13 substantially reduces risk that segments 301a, 301b will fall from place and endanger lives and property during a
seismic disturbance.
It is appreciated that certain features of the invention, which are, for
clarity, described in the context of separate embodiments, may also be provided in combination in a single embodiment. Conversely, various features of the
invention, which are, for brevity, described in the context of a single embodiment, may also be provided separately or in any suitable subcombination.
Although the invention has been described in conjunction with specific
embodiments thereof, it is evident that many alternatives, modifications and variations will be apparent to those skilled in the art. Accordingly, it is intended to
embrace all such alternatives, modifications and variations that fall within the
spirit and broad scope of the appended claims.

Claims

WHAT IS CLAIMED IS:
1. A modular wall segment for constructing a wall, comprising:
(a) a first external layer of a selected two-dimensional shape and size;
(b) a second external layer of said selected two-dimensional shape and size; and
(c) an internal layer located between said first external layer and said second external layer, said internal layer comprising a plurality of cellularized
cement blocks contiguously placed to form a volume of consistent thickness of said selected two-dimensional shape and size;
said internal layer being bonded on its opposite sides to said first and second external layers.
2. The modular wall segment according to Claim 1, wherein said cellularized cement blocks are contiguously placed in direct contact with each other and are secured together within the modular wall segment solely by said external layers.
3. The modular wall segment according to Claim 1, wherein said cellularized cement blocks include a quantity of a bonding material between them to augment their securement together within the modular wall segment by
said external layers.
4. The modular wall segment according to Claim 1, wherein the modular wall segment is formed on at least one end face with a slot for receiving a fastening element to secure the modular wall segment to other modular wall segments.
5. The modular wall segment according to Claim 4, wherein said slot
extends transversely through the cellularized cement block at the respective end
of the modular wall segment.
6. The modular wall segment according to Claim 4, wherein said slot is defined by the two external layers projecting outwardly past the cellularized
cement block at the respective end of the modular wall segment.
7. The modular wall segment according to Claim 6, wherein the modular
wall segment includes a U-shaped channel member received in said slot.
8. The modular wall segment according to Claim 4, wherein one end face of the modular wall segment is formed with said slot, and the opposite end face
of the modular wall segment is formed with a rib dimensioned to be received in said slot of another like modular wall segment.
9. The modular wall segment according to Claim 4, in combination with a fastening element dimensioned to be received in said slot to secure the modular wall segment to another modular wall segment.
10. The modular wall segment according to Claim 9, wherein said fastening element is a fastening bar dimensioned to be received in said slot of
two aligned modular wall segments to secure them together.
11. The modular wall segment according to Claim 10, wherein said fastening bar is of a cruciform cross-section.
12. The modular wall segment according to Claim 10, wherein said
fastening bar is of a T-cross section.
13. The modular wall segment according to Claim 10, wherein said fastening bar is of a hollow rectangular cross-section.
14. The modular wall segment according to Claim 1, wherein said segment has a planar face joined to another modular wall segment of the same dimensions to define a composite modular wall segment for constructing a wall.
15. The modular wall segment according to Claim 14, wherein said composite modular wall segment includes an insulating layer between said two
joined segments.
16. The modular wall segment according to Claim 1, wherein said segment includes reinforcement cables passing through said cellularized cement
blocks.
17. The modular wall segment according to Claim 16, wherein said
reinforcement cables are passed through channels formed in said cellularized
cement blocks and terminate in ends securable to load-bearing structures to
provide protection against earthquakes.
18. The modular wall segment according to Claim 1, wherein at least one of said external layers is a walling board.
19. The modular wall segment according to Claim 1, wherein at least one
of said external layers comprises one of the group consisting of plywood, gypsum board, cement-board, composition-board, plasterboard, wallboard and
DENSIGLAS.
20. The modular wall segment according to Claim 1, wherein said cellularized cement blocks are ETUNG blocks.
21. The modular wall segment according to Claim 1, wherein said
cellularized cement blocks are ESHKOLIT blocks.
22. The modular wall segment according to Claim 1, wherein said
internal layer is bonded by adhesive layers to said first and second external layers.
23. A building structure including walls made of a plurality of modular
wall segments according to Claim 1 secured together.
24. A method of making a wall segment useable for constructing a wall,
comprising:
(a) applying a first layer of glue between a first walling sheet and a
first surface of a plurality of contiguously placed cellularized cement blocks;
(Two) applying a second layer of glue between a second walling
sheet and a second surface of said plurality of contiguously placed
cellularized cement blocks;
and pressing said first walling sheet against said first surface of said
plurality of cellularized cement blocks and said second walling sheet against said second surface of said plurality of cellularized cement blocks, while said first and second layers of glue solidify.
PCT/IL2002/000525 2002-06-27 2002-06-27 Modular wall segments and method of making such segments WO2004003307A1 (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
CA002490941A CA2490941A1 (en) 2002-06-27 2002-06-27 Modular wall segments and method of making such segments
AU2002314511A AU2002314511A1 (en) 2002-06-27 2002-06-27 Modular wall segments and method of making such segments
PCT/IL2002/000525 WO2004003307A1 (en) 2002-06-27 2002-06-27 Modular wall segments and method of making such segments
EP02741148A EP1552076A4 (en) 2002-06-27 2002-06-27 Modular wall segments and method of making such segments

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/IL2002/000525 WO2004003307A1 (en) 2002-06-27 2002-06-27 Modular wall segments and method of making such segments

Publications (1)

Publication Number Publication Date
WO2004003307A1 true WO2004003307A1 (en) 2004-01-08

Family

ID=29798302

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/IL2002/000525 WO2004003307A1 (en) 2002-06-27 2002-06-27 Modular wall segments and method of making such segments

Country Status (4)

Country Link
EP (1) EP1552076A4 (en)
AU (1) AU2002314511A1 (en)
CA (1) CA2490941A1 (en)
WO (1) WO2004003307A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2530212A1 (en) * 2011-05-27 2012-12-05 Keystone Lintels Limited Method and apparatus for joining structural insulated panels
EP2554756A3 (en) * 2011-08-05 2016-12-14 Keystone Lintels Limited A panel and a method for building panels

Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1188065A (en) * 1914-09-01 1916-06-20 Royce W Gilbert Building-wall.
US2366156A (en) * 1942-10-15 1945-01-02 Wilber S Simonson Construction method
US3420023A (en) * 1966-06-02 1969-01-07 Roher Bohm Ltd Baffle unit
US3623288A (en) * 1970-07-23 1971-11-30 Stanley L Horowitz Prefabricated building construction
US3844075A (en) * 1973-07-09 1974-10-29 Tomax Corp Prefabricated panel with door opening
US4021983A (en) * 1976-02-09 1977-05-10 Kirk Jr James D Honeycomb building wall construction
US4098040A (en) * 1975-01-09 1978-07-04 Monte Riefler Concrete block panel
GB2057529A (en) * 1979-09-21 1981-04-01 Vale D Building panels and building constructions
US4306396A (en) * 1979-02-05 1981-12-22 Arnaldo Iotti Laminated partition for building applications
US4651485A (en) * 1985-09-11 1987-03-24 Osborne Ronald P Interlocking building block system
US4852310A (en) * 1982-12-30 1989-08-01 Enercept, Inc. Insulated building construction
US5353562A (en) * 1991-07-03 1994-10-11 Decker Wendell T Foam panel for construction
US5485703A (en) * 1994-07-20 1996-01-23 Nordahl; Willy Construction assembly including a rectangular block for dry walling or the permanent construction of a wall or partition
US5964067A (en) * 1991-11-07 1999-10-12 Lehner; Wolfgang Robert Prefabricated building elements, and process for producing the same and for building with them

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3284980A (en) * 1964-07-15 1966-11-15 Paul E Dinkel Hydraulic cement panel with low density core and fiber reinforced high density surface layers
US3878278A (en) * 1971-10-21 1975-04-15 Charles H Miller Lightweight reinforced structural material
IL75758A (en) * 1985-07-10 1988-02-29 Snitovski Jacov Thermally-insulating masonry block,method for manufacturing such a block and method of building a wall of such blocks
US5440846A (en) * 1992-11-13 1995-08-15 Record; Grant C. Construction for building panels and other building components
US5927032A (en) * 1997-04-25 1999-07-27 Record; Grant C. Insulated building panel with a unitary shear resistance connector array

Patent Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1188065A (en) * 1914-09-01 1916-06-20 Royce W Gilbert Building-wall.
US2366156A (en) * 1942-10-15 1945-01-02 Wilber S Simonson Construction method
US3420023A (en) * 1966-06-02 1969-01-07 Roher Bohm Ltd Baffle unit
US3623288A (en) * 1970-07-23 1971-11-30 Stanley L Horowitz Prefabricated building construction
US3844075A (en) * 1973-07-09 1974-10-29 Tomax Corp Prefabricated panel with door opening
US4098040A (en) * 1975-01-09 1978-07-04 Monte Riefler Concrete block panel
US4021983A (en) * 1976-02-09 1977-05-10 Kirk Jr James D Honeycomb building wall construction
US4306396A (en) * 1979-02-05 1981-12-22 Arnaldo Iotti Laminated partition for building applications
GB2057529A (en) * 1979-09-21 1981-04-01 Vale D Building panels and building constructions
US4852310A (en) * 1982-12-30 1989-08-01 Enercept, Inc. Insulated building construction
US4651485A (en) * 1985-09-11 1987-03-24 Osborne Ronald P Interlocking building block system
US5353562A (en) * 1991-07-03 1994-10-11 Decker Wendell T Foam panel for construction
US5964067A (en) * 1991-11-07 1999-10-12 Lehner; Wolfgang Robert Prefabricated building elements, and process for producing the same and for building with them
US5485703A (en) * 1994-07-20 1996-01-23 Nordahl; Willy Construction assembly including a rectangular block for dry walling or the permanent construction of a wall or partition

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See also references of EP1552076A4 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2530212A1 (en) * 2011-05-27 2012-12-05 Keystone Lintels Limited Method and apparatus for joining structural insulated panels
EP2554756A3 (en) * 2011-08-05 2016-12-14 Keystone Lintels Limited A panel and a method for building panels

Also Published As

Publication number Publication date
EP1552076A4 (en) 2007-04-04
AU2002314511A1 (en) 2004-01-19
EP1552076A1 (en) 2005-07-13
CA2490941A1 (en) 2004-01-08

Similar Documents

Publication Publication Date Title
US6679021B2 (en) Modular wall segments
US9151046B1 (en) Concrete slab having integral wall base forms and wall base plates for automated construction and system thereof
US8739494B2 (en) Composite concrete and framing system and method for building construction
US8033062B2 (en) Type of building, method and means for erecting it
US4841702A (en) Insulated concrete building panels and method of making the same
AU2017258845B2 (en) Improved composite concrete and framing system and method for building construction
CA2119929C (en) Building panel and buildings using the panel
US4942707A (en) Load-bearing roof or ceiling assembly made up of insulated concrete panels
US6305142B1 (en) Apparatus and method for installing prefabricated building system for walls roofs and floors using a foam core building pane
US10450736B2 (en) Modular light weight construction system based on pre-slotted panels and standard dimensional splines
US20040035068A1 (en) Modular wall segments and method of making such segments
CA2136448A1 (en) Improved building wall and method of constructing same
US6851233B2 (en) Cast log structure
WO1998045548A1 (en) Cementitious structural building panel
ZA200701755B (en) Construction module
US4306396A (en) Laminated partition for building applications
EP1736609B1 (en) System for construction with pre-fabricated panels, and pre-fabricated panel
WO2006036623A2 (en) Wall block and method of manufacture thereof
WO2004003307A1 (en) Modular wall segments and method of making such segments
KR20200007830A (en) Wall module joining cellular concrete in laminated structural steel wall frame
US7444786B2 (en) Cast log structure
RU2813733C1 (en) Construction of prefabricated energy-efficient enclosing structures with built-in reinforcing and mounting profile
GB1570761A (en) Building a construction member
KR0157735B1 (en) Building construction method using steel materials and a.l.c.block
CA2511419C (en) Cast log structure

Legal Events

Date Code Title Description
AK Designated states

Kind code of ref document: A1

Designated state(s): AE AG AL AM AT AU AZ BA BB BG BR BY BZ CA CH CN CO CR CU CZ DE DK DM DZ EC EE ES FI GB GD GE GH GM HR HU ID IL IN IS JP KE KG KP KR KZ LC LK LR LS LT LU LV MA MD MG MK MN MW MX MZ NO NZ OM PH PL PT RO RU SD SE SG SI SK SL TJ TM TN TR TT TZ UA UG US UZ VN YU ZA ZM ZW

AL Designated countries for regional patents

Kind code of ref document: A1

Designated state(s): GH GM KE LS MW MZ SD SL SZ TZ UG ZM ZW AM AZ BY KG KZ MD RU TJ TM AT BE CH CY DE DK ES FI FR GB GR IE IT LU MC NL PT SE TR BF BJ CF CG CI CM GA GN GQ GW ML MR NE SN TD TG

121 Ep: the epo has been informed by wipo that ep was designated in this application
WWE Wipo information: entry into national phase

Ref document number: 2490941

Country of ref document: CA

WWE Wipo information: entry into national phase

Ref document number: 2002741148

Country of ref document: EP

WWE Wipo information: entry into national phase

Ref document number: 2002314511

Country of ref document: AU

WWP Wipo information: published in national office

Ref document number: 2002741148

Country of ref document: EP

NENP Non-entry into the national phase

Ref country code: JP

WWW Wipo information: withdrawn in national office

Country of ref document: JP

WWW Wipo information: withdrawn in national office

Ref document number: 2002741148

Country of ref document: EP