WO2019199317A1 - System and method for the construction of dwellings - Google Patents
System and method for the construction of dwellings Download PDFInfo
- Publication number
- WO2019199317A1 WO2019199317A1 PCT/US2018/027422 US2018027422W WO2019199317A1 WO 2019199317 A1 WO2019199317 A1 WO 2019199317A1 US 2018027422 W US2018027422 W US 2018027422W WO 2019199317 A1 WO2019199317 A1 WO 2019199317A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- piles
- frame
- transversal
- foundation
- triangle
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
- E02D27/14—Pile framings, i.e. piles assembled to form the substructure
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
- E04B5/26—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
- E04B5/261—Monolithic filling members
- E04B5/265—Monolithic filling members with one or more hollow cores
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B2005/173—Floor structures partly formed in situ with permanent forms for the floor edges
Definitions
- the present invention generally relates to the field of construction and a method of building construction. More particularly the present invention relates to a method of building construction to prevent soil moisture to reach the floor of a house or similar dwelling.
- Some of the existing solutions for overcoming the problem include preparing the construction site for the foundation by grading, moisture conditioning, and compacting the soils found on site to form a level surface referred to as the "grade,” and then constructing a concrete slab directly on top of the grade, leading to the term "slab on grade.” While this process has been widely used for many years, it has frequently produced unsatisfactory long-term results when the soils found directly under the slab starts transferring moisture content to the floor due to changing moisture conditions. Specially, when moisture content of the soil increases due to one or other reasons, moisture gets transferred to floor or foundation and may cause distress in the overlying concrete slab/ floor or foundation. Due to this and several other reasons, in many parts of the world, slab on grade is not the preferred construction method.
- Figure 1 illustrates exemplary piles, raised above the ground in according with the embodiment of the present disclosure.
- Figure 2 illustrates an exemplary ' isolation layer and reinforcement structure that can be used in forming foundation slabs in accordance with an embodiment of the present disclosure. In this embodiment, I-style beams can be seen defining a frame.
- Figure 2 A shows an embodiment of the present invention wherein steel beams that form a frame for the foundation floor are a combination of C-style (seen in the inner perimeter) and I-style beams (seen in the outer perimeter).
- FIG. 2B shows an embodiment of the present invention wherein transversal members 206 are perpendicularly extended with respect to two of the beams 204.
- Transversal reinforcement members 208 are positioned along the length of transversal members 206.
- Figure 2C shows blocks 210 positioned in between transversal members 206 to provide a surface.
- Figure 2D shows the remaining blocks 210 positioned between transversal members 206 to create the remaining surface.
- Figure 3 illustrates an exemplary foundation floor formed in accordance with an embodiment of the present disclosure.
- Figure 4 illustrates an exemplary arrangement of triangle shaped metal structure to strengthen the beams in accordance with an embodiment of the present disclosure.
- Figure 4A shows a second triangle shaped metal structure mounted to the foundation floor, the triangle-shaped metal structure can be seen having a vertical and diagonal component and mounted at the foundation floor at a location that cooperates with supporting an interior wall of the dwelling.
- An aspect of the present disclosure provides a system and method for building construction to prevent the moisture of soil from reaching the floor or foundation of a building.
- the method includes steps of digging in soil holes to insert piles to a depth determined based on soil nature, raising plurality of concrete piles from the depth to a height above the ground/grade, mounting steel beams to said piles, placing one or more of reinforcements connecting the piles wherein the reinforcement can be a combination of one or more sections of a material such as steel or wood forms, forming foundation slabs by positioning the transversal members parallel to each other and extending from one perpendicular steel beam to an opposite perpendicular steel beam pouring concrete above or in between the blocks wherein the foundation floor is raised above the ground.
- a building can further be erected on the foundation slabs and foundation floor that is a raised floor, above the ground.
- the proposed method can be used for building construction.
- the raised floor method can support the foundation slab above the ground at any height and avoid problems due to moisture and pests.
- the foundation slabs or foundation floor of the building using the method of present disclosure is above the underlying ground/grade and does not rely on the grade /ground for support and hence prevent the soil moisture from reaching the foundation slabs or foundation floor and building erected above the foundation floor.
- An exemplary embodiment of the present disclosure provides a building foundation comprising of plurality of concrete piles having required steel beams and reinforcements, wherein depth of the concrete piles extends below inside soil area where the moisture transfer is minimal and height of the piles is extended to a height above the ground, foundation slabs or reinforcements connecting the piles at the height above the ground wherein the foundation slabs compri ses of different combination of and one or more sections of steel reinforcements covered with concrete, and a foundation floor built on the foundation slabs.
- the foundation floor is formed transversal members supporting a plurality of blocks and then by pouring a layer of concrete.
- the depth of the piles can be determined based on the nature of soil. In a preferred embodiment, the depth of the pile extends below the area that is influenced by soil moisture and piles can be designed to cut-off or substantially reduce the migration of soil moisture. Chemical treatment and isolation can be provided on the outer surface of piles so as to avoid moisture transfer and pest control.
- combination of and one or more sections of steel beams can be used for connecting the piles, forming the foundation slabs and foundation floor.
- the foundation floor can be made/erected using grid of metal and concrete blocks placed above or in between the transversal members and pouring concrete above and between them so as to make the floor light and having less contact surface with the concrete piles. By doing so, the floor and the building above the floor will have less contact surface with the concrete piles, which means less transfer of moisture from soil to the building.
- the raised floor system provides numerous advantages.
- a slab off grade technique is provided that supports the foundation slab above the ground.
- the new foundation system proposed herein addresses the problems summarized above.
- This new foundation system, "slab off grade” provides for the construction of a concrete slab above the underlying grade, thereby not relying upon the grade for support.
- a slab off grade foundation preparation apparatus in accordance with the invention comprises a means for digging and mixing means for preparing concrete.
- Embodiments of the present disclosure provide methods and building constructed using those methods for preventing the moisture of soil from reaching floor or foundation of the building.
- the method includes steps of: di gging openings in the soil to a predetermined depth depending on the nature of the soil; inserting a plurality of concrete piles from the predetermined depth to a predetermined height above the ground/grade; placing one or more sections of steel beams to form a frame connecting the piles; forming foundation slabs by positioning parallel transversal members from a perpendicular oriented steel beam or steal beam section to an opposite steel beam or steel beam section, adding a plurality of blocks on top of the transversal members so as to define a surface or floor for pouring concrete above or between the transversal members and blocks; thereby creating a foundation floor, wherein the foundation floor has been raised above the ground.
- transversal reinforcement members can be placed or mounted on top of each transversal member that help provide a more secure engagement with the poured concrete.
- Steel brackets are implemented to support the structural integrity of the construction to be built above, be it of masonry or be it of wood.
- a building can then be erected on the foundation slabs and foundation floor that is a raised floor, above the ground.
- the proposed method can be used for building construction.
- the raised floor method can support the foundation slab above the ground at any height and avoid problems due to moisture and pests.
- the foundation slabs or foundation floor of the building using the method of present disclosure is above the underlying ground/grade and does not rely on the grade /ground for support and, thus, prevents the soil moisture from reaching the foundation slabs or foundation floor of the building or dwelling erected above the foundation floor.
- intermediate steel beams may ⁇ be used following the method subject of the present invention.
- Steel concrete decks may not be economically advantageous if they exceed a certain dimension, namely a span of more than 5 meters.
- the concrete slabs can include various embodiments such as steel deck, ribbed slabs, and/or traditional concrete slabs.
- These steel brackets are otherwise defined herein as triangle-shaped metal structures and include a vertical member, a base, and at least one diagonal member.
- the depth of the piles can be determined based on the nature of soil. In a preferred embodiment, the depth of the pile extends below the area that is influenced by soil moisture and piles can be designed to cut-off or substantially reduce the migration of soil moisture. Chemical treatment and isolation can be provided on outer surface of piles so as to avoid moisture transfer and pest control.
- different combination of one or more sections of I-style, C-style or T-style metal beams can be used as steel beams 204 to create the frame connecting the piles.
- the foundation floor can be made/erected using grid of hollow precast concrete blocks placed above or in between the transversal members and steel beams, or only the transversal members, and pouring concrete. By doing so, the floor and the building above the floor will have less contact surface with the concrete piles, which means even less transfer of moisture from soil to the building.
- Two I- style beams can be used in the same section or the section can incorporate a combination of two or more I, C, or T-style beams. A combination of I and C-style beams can be seen in Figure 2A.
- proposed design/system can include one or more high slabs supported by the metal frame.
- beams of the proposed construction can be strengthened by welding a triangle shaped metal assembly 400 to the beams, wherein the beams 204 form part of the ribbed slab of mezzanine in the comers and in places where there are walls perpendicular to the perimeter walls.
- strengthening with triangle shaped metal assembly 400 enhances resistance of the construction to winds, making the structure much more reliable.
- strengthening with triangle shaped metal assembly 400 does not change the wood construction system at all and instead acts as a
- Such an application can be used for wooden houses, wherein a very strong base can be welded to the base metal beams and wooden sections fixed to the steel frame.
- different wood sections can be used by a selection of suitable metallic materials.
- wood for the house structure can be 2"x4" or in cases of stronger structures, 2"x6", and can be integrated into the steel beams or triangle-shaped metal structure.
- the wooden wall structure can be completely integrated with the steel structure by bolting with bolts, locknuts, washers and other equivalent means.
- the steel beams 204 can be factory made and duly cut and drilled to size and duly normalized for use. Because of the placem ent of the steel beams 204 and how they are reinforced, wood cladding of the house or termination coating can be implemented in a normal manner.
- the proposed system of structural reinforcement, namely, triangle- shaped metal structure assembly 400 can be wi thickness of the perimeter wall and, thus, totally hidden. Therefore, the present disclosure can provide a structural sy stem for wooden houses that is concealed within the thickness of the outer walls and provides rigidity and wind resistance that no other known system of reinforcement can provide. Furthermore, the proposed construction can be repeated up to the top floor of the house.
- Example includes raised wood floor, raised wood platform floor, raised floor foundation, and crawlspace construction.
- a raised floor can also be supported by a variety of foundation types, including but not limiting to pier- and beam foundation, continuous foundation walls, and grade beam foundations.
- FIG. 1 illustrates exemplary piles 104, raised above ground 102 in accordance with the embodiments of the present disclosure.
- pile 104-1, 104-2, 104-3, 104-N etc, collectively and interchangeably referred as can be raised above ground/grade 102.
- Foundation slabs can be formed on raised piles 104 so as to avoid and/or minimize contact of grade/ ground with the foundation slab.
- Raising the piles also referred to as foundation piles can include steps of digging holes in ground at different strategic places based on the building plan, placing piles into the holes, wherein the piles may be chemically treated, to put a layer of chemical on the outer wall of the piles that would be raised, connecting piles using a wooden form or steel reinforcements to define a surface for the interior space within the perimeter of the proposed foundation floor, connecting the piles using steel beams to create a frame, and pouring concrete in the hole.
- the piles are raised to above the ground 102.
- the piles can be raised above the ground with help of support structure that can be removed once the piles are solid.
- the depth of the piles can extend below the soil area that has minimal properties of moisture transfer.
- the height of piles at which foundation slabs can be formed can be determined based on the building design, but in any case the height can be above the ground. All the piles can be raised to a predetermined height. Once the piles 104 have been raised to the height above the ground, a foundation slabs can be formed.
- Figure 2 illustrates an exemplary isolation layer and reinforcement structure that can be used in forming foundation slabs in accordance with an embodiment of the present disclosure.
- a reinforcement layer 202 of adequate material can be placed above the piles 104.
- steel beams 204 can be placed to connect different piles 104.
- temporary support structure such as a wooden form or steel reinforcements 202 can define a surface.
- intermediate steel beams 310 shown in Figure 4A, can be used for areas of larger dimensions.
- Non-metallic or metallic triangle shaped metal structures can further be implemented to secure the foundation.
- transversal members 206 are positioned within the interior space of the frame defined by beams 204.
- Transversal members 206 have transversal reinforcement members 208 mounted thereon along the length of transversal members 206. As shown in Figure 2C, blocks 210 are them positioned between and supported by transversal numbers 206. As shown in Figure 2D, blocks 210 are positioned between all transversal members 206 to create a type of floor. Concrete and/or cement can then be poured over and in between blocks 210 to create foundation floor, shown in Figure 2D. Blocks 210 can be concrete blocks or cinder blocks.
- FIG. 3 illustrates an exemplary foundation floor formed in accordance with an embodiment of the present disclosure.
- the foundation floor 302 is formed above the ground.
- the raised foundation slab and foundation floor prevent the moisture of soil from reaching the foundation floor and building raised above it.
- casting the foundation floor can be done in such a manner that top surface of the beam 204 remains exposed as shown in figure 3 to enable mounting of triangle-shaped metal structures - as described in subsequent paragraph and shown in figure 4.
- a raised foundation floor can also be supported by a variety of foundation types, including but not limiting to pier-and beam foundation, continuous foundation walls, and grade beam foundations.
- Coupled to is intended to include both direct coupling (in which two elements that are coupled to each other contact each other) and indirect coupling (in which at least one additional element is located between the two elements). Therefore, the terms“coupled to” and“coupled with” are used synonymously. Within the context of this document terms“coupled to” and“coupled with” are also used
- FIG 4 illustrates an exemplary arrangement of triangle shaped metal structure 400 to strengthen the perimeter walls and/or comers.
- the triangle shaped structure can comprise a vertically placed vertical member 402 which can be a rectangular steel tube of appropriate size such as 4”x4” supported by a base 404 and can be mounted to the exposed top surface of beam 204, as shown in figure 2, of the foundation floor 302, shown in fi gure 3, by welding, bolting or screwing the two together.
- Vertical member 402 can be further connected to beam 204 by two diagonal members 406 duly fixed to the beam 204 of the foundation floor 302.
- the triangle shaped metal structures assembly 40Q can be configured on at least one corner of the perimeter of the building and can enhance resistance of the construction to winds, making the structure much more durable and reliable.
- strengthening with the triangle shaped metal structure 400 does not change the wood construction system at all and instead acts as a complement.
- the triangle-shaped metal structure can also be mounted perpendicular to the perimeter walls and be used to reinforce an interior wall, as seen in figure 4 A.
- the present invention is used in the construction industry to maintain structures a predetermined distance off the ground to prevent damage to the structure from moisture coming off the ground.
- the present invention will provide a secure foundation for the structure.
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- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Paleontology (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Foundations (AREA)
Abstract
Description
Claims
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
BR112019012410A BR112019012410A2 (en) | 2018-04-13 | 2018-04-13 | System and method for housing construction |
PCT/US2018/027422 WO2019199317A1 (en) | 2018-04-13 | 2018-04-13 | System and method for the construction of dwellings |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PCT/US2018/027422 WO2019199317A1 (en) | 2018-04-13 | 2018-04-13 | System and method for the construction of dwellings |
Publications (1)
Publication Number | Publication Date |
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WO2019199317A1 true WO2019199317A1 (en) | 2019-10-17 |
Family
ID=68163288
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/US2018/027422 WO2019199317A1 (en) | 2018-04-13 | 2018-04-13 | System and method for the construction of dwellings |
Country Status (2)
Country | Link |
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BR (1) | BR112019012410A2 (en) |
WO (1) | WO2019199317A1 (en) |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6735919B1 (en) * | 2001-07-30 | 2004-05-18 | The Steel Network, Inc. | Modular I-beam |
US20070144083A1 (en) * | 2005-12-23 | 2007-06-28 | Art Angelo | Temporary support system |
US20090151298A1 (en) * | 2006-08-16 | 2009-06-18 | Omar Abdul Jazzar | Method of Making Monolithic Concrete Structures |
US20100031587A1 (en) * | 2006-11-06 | 2010-02-11 | Weeks Group Pty Ltd | Floor pier support |
US20100043329A1 (en) * | 2007-03-27 | 2010-02-25 | Australian Tube Mills Pty Limited | Composite and support structures |
US20130036685A1 (en) * | 2009-06-19 | 2013-02-14 | Unirac, Inc. | Modular Structural Framing System |
-
2018
- 2018-04-13 WO PCT/US2018/027422 patent/WO2019199317A1/en active Application Filing
- 2018-04-13 BR BR112019012410A patent/BR112019012410A2/en unknown
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6735919B1 (en) * | 2001-07-30 | 2004-05-18 | The Steel Network, Inc. | Modular I-beam |
US20070144083A1 (en) * | 2005-12-23 | 2007-06-28 | Art Angelo | Temporary support system |
US20090151298A1 (en) * | 2006-08-16 | 2009-06-18 | Omar Abdul Jazzar | Method of Making Monolithic Concrete Structures |
US20100031587A1 (en) * | 2006-11-06 | 2010-02-11 | Weeks Group Pty Ltd | Floor pier support |
US20100043329A1 (en) * | 2007-03-27 | 2010-02-25 | Australian Tube Mills Pty Limited | Composite and support structures |
US20130036685A1 (en) * | 2009-06-19 | 2013-02-14 | Unirac, Inc. | Modular Structural Framing System |
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BR112019012410A2 (en) | 2023-09-26 |
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