US20150040497A1 - Engineered building block modular construction - Google Patents
Engineered building block modular construction Download PDFInfo
- Publication number
- US20150040497A1 US20150040497A1 US14/382,205 US201314382205A US2015040497A1 US 20150040497 A1 US20150040497 A1 US 20150040497A1 US 201314382205 A US201314382205 A US 201314382205A US 2015040497 A1 US2015040497 A1 US 2015040497A1
- Authority
- US
- United States
- Prior art keywords
- parallel walls
- walls
- composite log
- composite
- log
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Abandoned
Links
- 238000010276 construction Methods 0.000 title description 3
- 239000002131 composite material Substances 0.000 claims abstract description 57
- 239000000463 material Substances 0.000 claims abstract description 16
- 230000013011 mating Effects 0.000 claims abstract description 11
- 239000012774 insulation material Substances 0.000 claims abstract description 7
- 238000009413 insulation Methods 0.000 claims description 25
- 239000000853 adhesive Substances 0.000 claims description 17
- 230000001070 adhesive effect Effects 0.000 claims description 17
- 239000002984 plastic foam Substances 0.000 claims description 13
- 239000002023 wood Substances 0.000 claims description 12
- 210000002105 tongue Anatomy 0.000 claims description 7
- 230000006835 compression Effects 0.000 claims description 5
- 238000007906 compression Methods 0.000 claims description 5
- 238000000034 method Methods 0.000 claims description 5
- 125000006850 spacer group Chemical group 0.000 claims description 3
- 239000011120 plywood Substances 0.000 description 6
- 239000007787 solid Substances 0.000 description 4
- 239000008259 solid foam Substances 0.000 description 4
- 239000004568 cement Substances 0.000 description 2
- 239000004794 expanded polystyrene Substances 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 239000006260 foam Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 229920001587 Wood-plastic composite Polymers 0.000 description 1
- 239000011324 bead Substances 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 239000011155 wood-plastic composite Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/30—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
- E04B2/701—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B2001/742—Use of special materials; Materials having special structures or shape
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T156/00—Adhesive bonding and miscellaneous chemical manufacture
- Y10T156/10—Methods of surface bonding and/or assembly therefor
- Y10T156/1002—Methods of surface bonding and/or assembly therefor with permanent bending or reshaping or surface deformation of self sustaining lamina
- Y10T156/1051—Methods of surface bonding and/or assembly therefor with permanent bending or reshaping or surface deformation of self sustaining lamina by folding
Definitions
- Some of the main factors which will affect the commercial success of a modular building concept include the level of skill required to complete the assembly, the amount of skilled worker hours required, the manoeuvrability of the components (weight) vs. the amount of components; the durability of the components, the overall appeal of the finished construction, and at least in northern climates, the insulation strategy.
- Increasing the size of the wall components is a way to reduce the amount of components. However increasing the size tends to increase weight, which should be limited to a certain reasonable extent.
- One aim is to provide walls which are formed of elongated composite logs having at least 8 feet in length, a satisfactory height, a satisfactory structural resistance, and a satisfactory thermal insulation, while being light enough to provide handling by two average persons. It is aimed that the weight of the composite logs be maintained below 80 lbs if possible, for instance.
- the main structural materials are typically much denser than insulation materials and should thus be used strategically, in an engineered manner, to limit the overall structural component volume vs. the volume of insulation.
- solid foam components in the core as thermal insulation can be beneficial, because although the structural resistance of solid foam components is typically low when compared to that of engineered structural materials, it remains non-negligible and can contribute to overall structure. It was found that using an adhesive to adhere solid foam components inside the shell to the engineered structural components of the shell allowed to better harness the structural resistance of the solid foam components in the overall structure, and therefore reduce the required amount (weight) of engineered structural materials.
- a separator panel intersecting the cavity can be a strategic way to add structure to significantly improve the structural characteristics with a relatively low cost in weight.
- the advantages of a separator panel are even further increased when solid thermal insulation components are adhered to it.
- a composite log having an elongated structural shell having a first set parallel walls rigidly interconnected with a second set of parallel walls perpendicular to the first set of parallel walls, the interconnected walls enclosing an elongated cavity housing a core having at least one block of rigid plastic foam insulation adhered to inner faces of the walls by an adhesive, and two opposite mating outer surfaces associated with the first set of parallel walls for stacking identical ones of the composite log, and two sides associated with the second set of parallel walls, the walls each having at least one board of manufactured wood.
- FIG. 1 includes schematic views 1 A, 1 B and 1 C showing types of mechanical deformation which a composite log can suffer when subjected to stress;
- FIG. 2 is an oblique view showing an example of a composite log, fragmented
- FIG. 1 shows different types of mechanical stresses to which an elongated composite building module (herein after referred to as a composite log) can be subjected to, and examples of resulting deformation.
- a composite log elongated composite building module
- FIG. 1A the composite log 10 is subjected to compression which causes buckling.
- FIG. 1B the composite log 10 is subjected to compression which causes torsion.
- FIG. 10 the composite log 10 is subjected to compression which causes bending.
- the structure in the composite log 10 is engineered to withstand pre-established thresholds of such stresses which can be well above the maximum stresses which can normally be expected.
- the walls can be interconnected in any suitable manner such as by adhesion, fastening, etc. In this example adhesion was preferred. It will be noted here that other engineered materials than manufactured wood can be used in alternate embodiments, such as fiber cement or instance. Further, alternately to being assembled, the walls of the shell can be integral such as by forming an extruded shell of a plastic material, for instance.
- the side walls 34 , 36 each have three parallel and interspaced spacer boards 38 adhered to a full plywood panel 40 .
- the spacer boards 38 form air space channels 42 therebetween. It will be noted here that in alternate embodiments, the air space channels can be oriented vertically rather than horizontally.
- a core 50 is housed inside the structural shell 12 .
- the core 50 includes thermal insulation.
- the thermal insulation includes solid plastic foam. Outer surfaces of the solid plastic foam thermal insulation the core 50 are fully adhered to the structural panels 16 , 14 via an adhesive 52 , a feature which can significantly improve the structural resistance of the composite log.
- adhesion can be provided without an adhesive, such as by using the naturally occurring adhesion characteristics of some sprayed foam insulation (such as sprayed polyurethane) for instance.
- the solid plastic foam is extruded expanded polystyrene, but it will be understood that any other suitable insulation materials can be used, even loose fill insulation for instance, in some alternate embodiments.
- Blocks of insulation can be formed of a stack of smaller components if desired.
- thermal insulation refers to materials having a thermal conductivity above 0.35 m 2 .K/(W.in) or an R-Value above 2, and preferably above 52 m 2 .K/(W.in) or a R-Value above 3.
- low-density extruded expanded polystyrene panels can have an R value between R-3.6 and R-4.7.
- one separator board 54 is used and interconnects the side walls 16 and the thermal insulation includes two blocks 56 , 58 of rigid plastic foam, one on each side of the separator board 54 .
- Each one of the lateral, upper and lower surfaces of the blocks 56 , 58 of rigid plastic foam are fully adhered to a corresponding one of the side walls, upper wall 18 , separator board 54 and lower wall 20 .
- This configuration can significantly improve the structural resistance of the composite log to deformation such as illustrated in FIG. 1A , for instance.
- the presence of a separator board 54 which intersects the cavity, especially when the rigid thermal insulation is adhered to the separator board using an adhesive can significantly enhance the structural resistance.
- the separator can be oriented obliquely with blocks having a triangular cross-section for instance, and/or there can be more than one separator used.
- the composite log 10 can optionally include any one of various types of interior finishing panels 70 and/or exterior facing panels 72 .
- the wall can automatically have two finished sides once completed, which is very appealing in terms of efficiency of assembly.
- the panels 70 , 72 can enclose the air space channels.
- the exterior facing panel 72 can be fibro cement
- the interior finishing panel 70 can be wood, for instance.
- the air space channels 42 can be used to house technical components such as water conduits or electrical wires, for instance.
- the composite logs can be stacked into a wall. More particularly, the end of the core 50 , upper and lower walls 18 , 20 of the composite logs 10 can be placed in abutment against an upstanding pole, and the sidewalls 16 project lengthwisely from the end of the core 50 to overlaps onto a portion of the pole, to which it can be secured. It will be noted that in an alternate embodiment, the composite log can be used in roof structure rather than wall, for instance.
- each one of the four walls can be assembled from corresponding manufactured wood pieces.
- a first one of the lateral walls 16 A is positioned, and the core 50 , including foam insulation blocks 56 , 58 and separator board 54 is stacked above it.
- Two perpendicular walls 18 , 20 can be engaged in the grooves 32 .
- the two perpendicular walls 18 , 20 can then be folded onto the core and pressure applied to satisfactorily activate the adhesive between the two perpendicular walls and the core.
- This step can also align the ends of the two perpendicular walls 18 , 20 with grooves 32 in the last panel 16 B, which can be lowered into place to form the engagement.
- pressure can also be applied in the perpendicular direction to activate the adhesive so that the adhesive is activated in both perpendicular directions.
- Many alternate manufacturing methods can be used, and the particular manufacturing method can be adapted to the particular configuration of the composite log.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Electromagnetism (AREA)
- Acoustics & Sound (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Building Environments (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
- Modular building construction has attracted much interest over the last decades. The perspective to be able to build your own home out of relatively easy to assemble components is appealing when considering the hourly rates of skilled construction workers.
- Although some former modular building concepts have been satisfactory to a certain degree, there remained room for improvement.
- Some of the main factors which will affect the commercial success of a modular building concept include the level of skill required to complete the assembly, the amount of skilled worker hours required, the manoeuvrability of the components (weight) vs. the amount of components; the durability of the components, the overall appeal of the finished construction, and at least in northern climates, the insulation strategy.
- Increasing the size of the wall components is a way to reduce the amount of components. However increasing the size tends to increase weight, which should be limited to a certain reasonable extent. One aim is to provide walls which are formed of elongated composite logs having at least 8 feet in length, a satisfactory height, a satisfactory structural resistance, and a satisfactory thermal insulation, while being light enough to provide handling by two average persons. It is aimed that the weight of the composite logs be maintained below 80 lbs if possible, for instance.
- In a concept of logs formed of a structural shell with an insulating core, the main structural materials are typically much denser than insulation materials and should thus be used strategically, in an engineered manner, to limit the overall structural component volume vs. the volume of insulation.
- In accordance with another aspect, it was found that using solid foam components in the core as thermal insulation can be beneficial, because although the structural resistance of solid foam components is typically low when compared to that of engineered structural materials, it remains non-negligible and can contribute to overall structure. It was found that using an adhesive to adhere solid foam components inside the shell to the engineered structural components of the shell allowed to better harness the structural resistance of the solid foam components in the overall structure, and therefore reduce the required amount (weight) of engineered structural materials.
- In accordance with another aspect, it was found that using a separator panel intersecting the cavity can be a strategic way to add structure to significantly improve the structural characteristics with a relatively low cost in weight. The advantages of a separator panel are even further increased when solid thermal insulation components are adhered to it.
- It was also found that using engineered materials such as manufactured wood panels instead of wood in the structural components can reduce weight, because the mechanical resistance of engineered materials are typically better known than that of wood and a lesser excess material safety buffer is required.
- Henceforth, in accordance with another aspect, there is provided a composite log having an elongated structural shell having a first set parallel walls rigidly interconnected with a second set of parallel walls perpendicular to the first set of parallel walls, the interconnected walls enclosing an elongated cavity housing a core having at least one block of rigid plastic foam insulation adhered to inner faces of the walls by an adhesive, and two opposite mating outer surfaces associated with the first set of parallel walls for stacking identical ones of the composite log, and two sides associated with the second set of parallel walls, the walls each having at least one board of manufactured wood.
- In accordance with another aspect, there is provided a method of assembling a composite log having a first set of parallel walls having grooves with a second set of parallel walls perpendicular to the first set of parallel walls and interconnected therebetween and engaged into the grooves, and a core having at least one block of rigid plastic foam insulation; the method comprising in sequence : stacking the core onto a first one of the parallel walls of the first set, with an adhesive applied therebetween; engaging a first end of the parallel walls of the second set into the grooves of the first one of the parallel walls of the first set, with an adhesive between the core and the parallel walls of the second set; folding the parallel walls of the second set onto opposite sides of the core; lowering the second one of the parallel walls of the first set onto the core, thereby engaging the second end of the parallel walls of the second set into the grooves of the second one of the parallel walls of the first set; and applying a predetermined pressure in compression respectively between both sets of parallel walls and allowing the adhesive to set.
- In accordance with another aspect, there is provided a composite log having an elongated structural shell having a first set parallel walls rigidly interconnected between a second set of parallel walls, the interconnected walls enclosing an elongated cavity housing a core having thermal insulation material, and two opposite mating outer surfaces associated with one of the first set and second set of parallel walls for stacking identical ones of the composite log, and two sides associated with the other one of the first set and second set of parallel walls, the walls each having a structural engineered material.
- Many further features and combinations thereof concerning the present improvements will appear to those skilled in the art following a reading of the instant disclosure.
- In the figures,
-
FIG. 1 includes schematic views 1A, 1B and 1C showing types of mechanical deformation which a composite log can suffer when subjected to stress; -
FIG. 2 is an oblique view showing an example of a composite log, fragmented; -
FIG. 3 is a cross-sectional view of the composite log, shown with additional optional components; -
FIG. 4 includesFIGS. 4A to 4C which schematically depicts successive steps of an exemplary method of assembling a composite log. -
FIG. 1 shows different types of mechanical stresses to which an elongated composite building module (herein after referred to as a composite log) can be subjected to, and examples of resulting deformation. InFIG. 1A , thecomposite log 10 is subjected to compression which causes buckling. InFIG. 1B , thecomposite log 10 is subjected to compression which causes torsion. InFIG. 10 , thecomposite log 10 is subjected to compression which causes bending. The structure in thecomposite log 10 is engineered to withstand pre-established thresholds of such stresses which can be well above the maximum stresses which can normally be expected. - Turning now to
FIG. 2 , an example of acomposite log 10 is shown. Thecomposite log 10 can be seen to generally include astructural shell 12 having two pairs, or sets, ofopposite walls pair other pair upper wall 18 andlower wall 20 each include twowide plywood panels plywood boards plywood panels mating surfaces mating surfaces boards 26 of theupper panel 18 being adapted to the width of theboards 27 of thelower panel 20, and vice-versa. Other examples of manufactured wood can be veneer based, particle based, or fiber based, and can include wood-plastic composite or oriented strand board for instance. It will be noted that in this example using structural panels, grooves are defined in theside walls 32, into which thestructural panels 22 of the upper andlower walls - In this example, the
side walls interspaced spacer boards 38 adhered to afull plywood panel 40. Thespacer boards 38 formair space channels 42 therebetween. It will be noted here that in alternate embodiments, the air space channels can be oriented vertically rather than horizontally. - A
core 50 is housed inside thestructural shell 12. Thecore 50 includes thermal insulation. In this particular example, the thermal insulation includes solid plastic foam. Outer surfaces of the solid plastic foam thermal insulation thecore 50 are fully adhered to thestructural panels - In this example, one
separator board 54 is used and interconnects theside walls 16 and the thermal insulation includes twoblocks separator board 54. Each one of the lateral, upper and lower surfaces of theblocks upper wall 18,separator board 54 andlower wall 20. This configuration can significantly improve the structural resistance of the composite log to deformation such as illustrated inFIG. 1A , for instance. Further, the presence of aseparator board 54 which intersects the cavity, especially when the rigid thermal insulation is adhered to the separator board using an adhesive, can significantly enhance the structural resistance. It will be noted here that in an alternate embodiment, the separator can be oriented obliquely with blocks having a triangular cross-section for instance, and/or there can be more than one separator used. - Turning now to
FIG. 3 , further details are shown. In this particular example, the mating engagement between theopposite surfaces grooves 62 being interspaced from one another. Each one of thegrooves 62 can include an adhesive bead (not shown) which is compressed and activated when successive composite logs are stacked against one another. Further, in this particular case, each one of thegrooves 62 houses aweather strip 64 to impede air infiltration. In this particular embodiment, given that thebottom wall 20 andupper wall 18 are made of pieces of plywood having the same thickness, thegrooves 62 are provided with anelongated recess 66 which houses theweather strip 64 and into which theweather strip 64 can be compressed upon installation. - Further, in this embodiment, the
composite log 10 can optionally include any one of various types ofinterior finishing panels 70 and/orexterior facing panels 72. When both panels are provided, the wall can automatically have two finished sides once completed, which is very appealing in terms of efficiency of assembly. Thepanels exterior facing panel 72 can be fibro cement, and theinterior finishing panel 70 can be wood, for instance. It will be noted that theair space channels 42 can be used to house technical components such as water conduits or electrical wires, for instance. - The composite logs can be stacked into a wall. More particularly, the end of the core 50, upper and
lower walls composite logs 10 can be placed in abutment against an upstanding pole, and thesidewalls 16 project lengthwisely from the end of the core 50 to overlaps onto a portion of the pole, to which it can be secured. It will be noted that in an alternate embodiment, the composite log can be used in roof structure rather than wall, for instance. - Turning now to
FIG. 4 , it will be understood how the example composite log described above and illustrated can be manufactured. First, each one of the four walls can be assembled from corresponding manufactured wood pieces. A first one of thelateral walls 16A is positioned, and thecore 50, including foam insulation blocks 56, 58 andseparator board 54 is stacked above it. Twoperpendicular walls grooves 32. The twoperpendicular walls perpendicular walls grooves 32 in the last panel 16B, which can be lowered into place to form the engagement. Finally, pressure can also be applied in the perpendicular direction to activate the adhesive so that the adhesive is activated in both perpendicular directions. Many alternate manufacturing methods can be used, and the particular manufacturing method can be adapted to the particular configuration of the composite log. - As can be seen therefore, the examples described above and illustrated are intended to be exemplary only. The scope is indicated by the appended claims.
Claims (24)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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US14/382,205 US20150040497A1 (en) | 2012-03-01 | 2013-02-27 | Engineered building block modular construction |
Applications Claiming Priority (3)
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US201261605279P | 2012-03-01 | 2012-03-01 | |
PCT/CA2013/050144 WO2013127010A1 (en) | 2012-03-01 | 2013-02-27 | Engineered building block modular construction |
US14/382,205 US20150040497A1 (en) | 2012-03-01 | 2013-02-27 | Engineered building block modular construction |
Publications (1)
Publication Number | Publication Date |
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US20150040497A1 true US20150040497A1 (en) | 2015-02-12 |
Family
ID=49081498
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US14/382,205 Abandoned US20150040497A1 (en) | 2012-03-01 | 2013-02-27 | Engineered building block modular construction |
Country Status (4)
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US (1) | US20150040497A1 (en) |
EP (1) | EP2820196A4 (en) |
CA (1) | CA2865832C (en) |
WO (1) | WO2013127010A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US11718987B2 (en) * | 2015-04-29 | 2023-08-08 | Burak Dincel | Building element |
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US3800015A (en) * | 1972-05-19 | 1974-03-26 | M Sachs | Method of forming a block to be used in the construction of a wall |
US4277925A (en) * | 1979-05-04 | 1981-07-14 | Kinser C Wayne | Simulated log building structure |
US4305238A (en) * | 1978-09-19 | 1981-12-15 | Harward Leland A | Insulating simulated log and siding |
US4937122A (en) * | 1989-03-28 | 1990-06-26 | Talbert William L | Insulated construction element |
CA2272324A1 (en) * | 1996-11-27 | 1998-06-04 | Jouni Tapio Repo | Self-supporting log-like building component |
US5966894A (en) * | 1997-12-02 | 1999-10-19 | Crump, Jr.; Preston L. | Modular insulated framing beam assembly |
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CH634624A5 (en) * | 1980-04-03 | 1983-02-15 | Golay Roger Scierie Sa | Composite plank for the construction of chalets |
US4503648A (en) * | 1982-12-09 | 1985-03-12 | Mahaffey Donald H | Lightweight composite building module |
CA2326054A1 (en) * | 2000-11-10 | 2002-05-10 | Dickie Wallace Mcdermid | A novel structural log member and methods for making and using the same |
GB0319172D0 (en) * | 2003-08-15 | 2003-09-17 | Univ Napier | Support beam |
US20070006539A1 (en) * | 2005-07-08 | 2007-01-11 | Russell Gurstein | Log Construction Flexible Seal Gasket |
-
2013
- 2013-02-27 CA CA2865832A patent/CA2865832C/en not_active Expired - Fee Related
- 2013-02-27 US US14/382,205 patent/US20150040497A1/en not_active Abandoned
- 2013-02-27 EP EP13754364.1A patent/EP2820196A4/en not_active Withdrawn
- 2013-02-27 WO PCT/CA2013/050144 patent/WO2013127010A1/en active Application Filing
Patent Citations (14)
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US3800015A (en) * | 1972-05-19 | 1974-03-26 | M Sachs | Method of forming a block to be used in the construction of a wall |
US4305238A (en) * | 1978-09-19 | 1981-12-15 | Harward Leland A | Insulating simulated log and siding |
US4277925A (en) * | 1979-05-04 | 1981-07-14 | Kinser C Wayne | Simulated log building structure |
US4937122A (en) * | 1989-03-28 | 1990-06-26 | Talbert William L | Insulated construction element |
CA2272324A1 (en) * | 1996-11-27 | 1998-06-04 | Jouni Tapio Repo | Self-supporting log-like building component |
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US6588161B2 (en) * | 2001-04-27 | 2003-07-08 | William Harry Smith | Laminated construction elements and method for constructing an earthquake-resistant building |
US7507456B2 (en) * | 2002-01-14 | 2009-03-24 | Peter Sing | Laminated structural members |
US7823351B2 (en) * | 2005-07-20 | 2010-11-02 | Thermo Structure Inc. | Stackable insulated unit for wall construction and method of fabrication thereof |
US7743565B2 (en) * | 2006-11-08 | 2010-06-29 | Pyo John M | Modular building block system and method of manufacture |
US20090205277A1 (en) * | 2008-02-19 | 2009-08-20 | Gibson A David | Construction Panel System And Method Of Manufacture Thereof |
US20100043323A1 (en) * | 2008-06-25 | 2010-02-25 | Wrightman Ronald A | Insulated log homes |
US8448396B2 (en) * | 2010-02-19 | 2013-05-28 | International Homes of Cedar | Laminated insulated timber for building construction |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US11718987B2 (en) * | 2015-04-29 | 2023-08-08 | Burak Dincel | Building element |
Also Published As
Publication number | Publication date |
---|---|
CA2865832A1 (en) | 2013-09-06 |
WO2013127010A1 (en) | 2013-09-06 |
CA2865832C (en) | 2016-07-05 |
EP2820196A4 (en) | 2015-10-21 |
EP2820196A1 (en) | 2015-01-07 |
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