EP2820196A1 - Engineered building block modular construction - Google Patents
Engineered building block modular constructionInfo
- Publication number
- EP2820196A1 EP2820196A1 EP13754364.1A EP13754364A EP2820196A1 EP 2820196 A1 EP2820196 A1 EP 2820196A1 EP 13754364 A EP13754364 A EP 13754364A EP 2820196 A1 EP2820196 A1 EP 2820196A1
- Authority
- EP
- European Patent Office
- 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.)
- Withdrawn
Links
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
- 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
- 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
- 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 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.
- 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.
- Fig. 1 includes schematic views 1A, 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. 3 is a cross-sectional view of the composite log, shown with additional optional components;
- Fig. 4 includes Figs. 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.
- a composite log elongated composite building module
- Fig. 1A the composite log 10 is subjected to compression which causes buckling.
- Fig. 1 B the composite log 10 is subjected to compression which causes torsion.
- Fig. 1 C 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 composite log 10 can be seen to generally include a structural shell 12 having two pairs, or sets, of opposite walls 14, 16.
- the walls in each given pair 14, 16 are parallel to each other and perpendicular to the walls of the other pair 14, 16.
- each one of the walls of each pair includes an engineered structural material.
- the engineered structural material is in the form of panel(s) of manufactured wood.
- Plywood is the preferred type of manufactured wood in this example.
- the upper wall 18 and lower wall 20 each include two wide plywood panels 22, 24. Further, plywood boards 26, 27 are adhered to the two plywood panels 22, 24 in a manner to form mating surfaces 28, 30.
- the mating surfaces 28, 30 in this case are of the tongue and groove type, the spacing between the boards 26 of the upper panel 18 being adapted to the width of the boards 27 of the lower 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.
- grooves are defined in the side walls 32, into which the structural panels 22 of the upper and lower walls 18, 20 can be engaged. The presence of this mating engagement can significantly improve structural resistance.
- the walls can be interconnected in any suitable manner such as by adhesion, fastening, etc. In this example adhesion was preferred.
- 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.
- 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.
- each one of the grooves 62 can include an adhesive bead (not shown) which is compressed and activated when successive composite logs are stacked against one another.
- each one of the grooves 62 houses a weather strip 64 to impede air infiltration.
- the grooves 62 are provided with an elongated recess 66 which houses the weather strip 64 and into which the weather strip 64 can be compressed upon installation.
- 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.
- each one of the four walls can be assembled from corresponding manufactured wood pieces.
- a first one of the lateral walls 16A 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 walls18, 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 16B, 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.
Landscapes
- 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
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US201261605279P | 2012-03-01 | 2012-03-01 | |
PCT/CA2013/050144 WO2013127010A1 (en) | 2012-03-01 | 2013-02-27 | Engineered building block modular construction |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2820196A1 true EP2820196A1 (en) | 2015-01-07 |
EP2820196A4 EP2820196A4 (en) | 2015-10-21 |
Family
ID=49081498
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP13754364.1A Withdrawn EP2820196A4 (en) | 2012-03-01 | 2013-02-27 | Engineered building block modular construction |
Country Status (4)
Country | Link |
---|---|
US (1) | US20150040497A1 (en) |
EP (1) | EP2820196A4 (en) |
CA (1) | CA2865832C (en) |
WO (1) | WO2013127010A1 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
MY186376A (en) * | 2015-04-29 | 2021-07-19 | Burak Dincel | A building element |
Family Cites Families (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
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 |
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 |
US4937122A (en) * | 1989-03-28 | 1990-06-26 | Talbert William L | Insulated construction element |
FI101494B (en) * | 1996-11-27 | 1998-06-30 | Elliot Oy | Self-supporting log-like building elements |
US5966894A (en) * | 1997-12-02 | 1999-10-19 | Crump, Jr.; Preston L. | Modular insulated framing beam assembly |
NZ329387A (en) * | 1997-12-12 | 1999-02-25 | Grouw Holdings Ltd | Building member comprising two spaced apart boards and at least one connecting member |
CA2326054A1 (en) * | 2000-11-10 | 2002-05-10 | Dickie Wallace Mcdermid | A novel structural log member and methods for making and using the same |
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 |
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 |
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 |
-
2013
- 2013-02-27 EP EP13754364.1A patent/EP2820196A4/en not_active Withdrawn
- 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 WO PCT/CA2013/050144 patent/WO2013127010A1/en active Application Filing
Also Published As
Publication number | Publication date |
---|---|
US20150040497A1 (en) | 2015-02-12 |
EP2820196A4 (en) | 2015-10-21 |
CA2865832A1 (en) | 2013-09-06 |
CA2865832C (en) | 2016-07-05 |
WO2013127010A1 (en) | 2013-09-06 |
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Legal Events
Date | Code | Title | Description |
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PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
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17P | Request for examination filed |
Effective date: 20141001 |
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AX | Request for extension of the european patent |
Extension state: BA ME |
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DAX | Request for extension of the european patent (deleted) | ||
RA4 | Supplementary search report drawn up and despatched (corrected) |
Effective date: 20150923 |
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RIC1 | Information provided on ipc code assigned before grant |
Ipc: E04B 2/70 20060101AFI20150917BHEP Ipc: E04C 3/29 20060101ALN20150917BHEP |
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RAP1 | Party data changed (applicant data changed or rights of an application transferred) |
Owner name: SOCIETE EN COMMANDITE BREVET TB |
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GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
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RIC1 | Information provided on ipc code assigned before grant |
Ipc: E04C 3/29 20060101ALN20161101BHEP Ipc: E04B 2/70 20060101AFI20161101BHEP |
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INTG | Intention to grant announced |
Effective date: 20161201 |
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RIC1 | Information provided on ipc code assigned before grant |
Ipc: E04C 3/29 20060101ALN20161122BHEP Ipc: E04B 2/70 20060101AFI20161122BHEP |
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STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
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18D | Application deemed to be withdrawn |
Effective date: 20170412 |