DK200801853A - System and Method of displacement volumes in composite members - Google Patents
System and Method of displacement volumes in composite members Download PDFInfo
- Publication number
- DK200801853A DK200801853A DKPA200801853A DKPA200801853A DK200801853A DK 200801853 A DK200801853 A DK 200801853A DK PA200801853 A DKPA200801853 A DK PA200801853A DK PA200801853 A DKPA200801853 A DK PA200801853A DK 200801853 A DK200801853 A DK 200801853A
- Authority
- DK
- Denmark
- Prior art keywords
- displacement system
- displacement
- series
- volumes
- hardening
- Prior art date
Links
Classifications
-
- 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
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
-
- 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
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/326—Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements
- E04B5/328—Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements the filling elements being spherical
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- Rod-Shaped Construction Members (AREA)
- Bridges Or Land Bridges (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Joining Of Building Structures In Genera (AREA)
- Laminated Bodies (AREA)
Claims (14)
1, A displacement system, comprising but not limited to shells of spheres / ellipsoids, designed to create series of displacement volumes in composite members, characterized by a. A plurality of shells piaced in a exact uniform geometrical grid, where the ratio between diameter of volumes and distance between centres of volumes, measured in same plane, is between 11/20 and 19/20, and determined and arranged by a b. Spacing system c. integrated In a three-dimensional steel structure comprising lattice structures, where part of the steel structure is designed and positioned to increase shear strength of the present composite member, and enabling d. Flexible forming in arbitrary direction with regards to curvature and angles e. Where the displacement system is designed to comprise one or several layers of non-hardening material with a relevant characteristic like fire protection, moisture membrane, waterproof membrane, temperature Insulation, sound insulation and/or comprising one or several layers of a hardening material, such as, but not limited to, plaster, plastic foam, composite materials, granular material, bituminous materials, ora combination of any of said materials, where the three-dimensional steel structure is fixed in all present rigid layers,
2, A displacement system according to claim 1, characterized by a. Different types of spacing systems
3, A displacement system according to claim 1 to 2, characterized by a. incorporation of a rim between two partial shells, all three interlocking, fixed by standard means
4, A displacement system according to claim 1 to 3, characterized by a, Incorporation of a series of rims Interlocking two or more series of shells
5, A displacement system according to claim 1 to 2, characterized by a. Partial shells, where the brim or part of the brim has a thickness, measured in the same plane as the brim, larger than the thickness of the shell, and with connection means of, but not limited to, corresponding maie portions and female portions, or latches, in the brim, extruding perpendicular to said plane, in order for the partial shells to connect brim to brim, fixed by th© connection means, designed to create series of displacement volumes by placing a series of partial of shells In a position above a second series of partial of shells, with the brims of each series facing towards each other, enabling die two series to connect brims to brims by said connecting means,
6, A displacement system according to claims 1 to 5, characterized by a. Special designed lattice structures enabling a change In angle, from 0 to 90 degrees, between series of displacement volumes,
7, A displacement system according to claims t to 6, characterized by a. Integrated as part of a fixed, geometrical structure where one or several sides of the structure is furnished with a permanent plate of a material or a combination of materials In order to improve insulation and/or fire resistance and/or noise reduction, and/or acting as membrane towards water, steam or gas, fixed by either bonding or standard means of anchoring depending on type of material,.
3, A displacement system according to claims 1 to 7, characterized by a, Integrated as part of a fixed, geometrical structure where one or several sides of the of die structure is furnished with a plate acting as temporary formwork
9. A displacement system according to claim 1, characterized by a. Full displacement volumes
10. A displacement system according to claims 1 to S, characterized by a. Displacement volumes Integrated with a small gap larger than zero mm to the rods in the three-dimensional steel structure thus allowing the bodies to act as imposed vibrators upon normal vibrating of the hardening material If said three-dimensional steel structure are to be integrated In a building member of any hardening material
11. A displacement system according to claims 1 to 10, characterized by a. Displacement volumes with hooks acting as fixers for rods
12. A displacement system according to claims 1 to 10, characterized by a. Displacement volumes of inflatable material
13. A displacement system according to claims 1 to 12, characterized by a, A three-dimensional structure, partly or completely, of other material than steel
14. A yethod for producing a product according to patent claim 1 characterized by a. Placing the displacement system on a given layer of either non-hardening or hardening material, either placed directly upon the surface of this layer, or partially pressed into the given layer, with or without spacers between displacement system and given layer, b. where after a flowing form of a hardening material is gently and skilfully distributed above said displacement system, so as this flowing material Is carefully positioned in a predefined height ranging from the given surface, covering a predefined part of the displacement system, so a combination of pressure from above and adhesion and frictional resistance between the displacement system and tee hardening material prevents the displacement system from floating due to up drift on the displacement system from the hardening material. c. Above this layer of hardening materia! additional layers can be placed of either non-hardening or hardening materials.
Priority Applications (6)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DKPA200801853A DK200801853A (en) | 2008-12-31 | 2008-12-31 | System and Method of displacement volumes in composite members |
BRPI0925278-9A BRPI0925278A2 (en) | 2008-12-31 | 2009-12-08 | System and method of implementing displaceable volumes in composite elements |
PCT/IB2009/055964 WO2010076757A2 (en) | 2008-12-31 | 2009-12-28 | System and method of displacement volumes in composite members |
MYPI2011003082A MY155193A (en) | 2008-12-31 | 2009-12-28 | System and method of displacement volumes in composite members |
CN200980157584.0A CN102333925B (en) | 2008-12-31 | 2009-12-28 | System and method of displacement volumes in composite members |
ARP090105169A AR074948A1 (en) | 2008-12-31 | 2009-12-29 | PROVISION AND METHOD FOR THE CONSTRUCTION OF PLATES (Slabs, WALLS) WITH HOLLOW BODIES USING A THREE-DIMENSIONAL STEEL GRILLE |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DK200801853 | 2008-12-31 | ||
DKPA200801853A DK200801853A (en) | 2008-12-31 | 2008-12-31 | System and Method of displacement volumes in composite members |
Publications (1)
Publication Number | Publication Date |
---|---|
DK200801853A true DK200801853A (en) | 2010-07-01 |
Family
ID=42310276
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DKPA200801853A DK200801853A (en) | 2008-12-31 | 2008-12-31 | System and Method of displacement volumes in composite members |
Country Status (6)
Country | Link |
---|---|
CN (1) | CN102333925B (en) |
AR (1) | AR074948A1 (en) |
BR (1) | BRPI0925278A2 (en) |
DK (1) | DK200801853A (en) |
MY (1) | MY155193A (en) |
WO (1) | WO2010076757A2 (en) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP4273343A3 (en) | 2014-04-07 | 2024-01-03 | NXT Building System Pty Ltd. | Screw pile for supporting a building structure |
DE102015009485B4 (en) | 2015-07-21 | 2019-11-21 | Andrej Albert | Arrangements of displacement bodies for insertion into reinforced concrete components, displacement body and serving to secure the displacement body holding and spacer elements and reinforced concrete component |
AU2018229677B2 (en) * | 2017-03-07 | 2024-03-28 | Nxt Building System Pty Ltd | Building system |
WO2019148300A1 (en) * | 2018-02-05 | 2019-08-08 | Plascon Plastics Corporation | Lattice of hollow bodies for use in the manufacture of reinforced concrete floor slabs |
RU2720593C1 (en) * | 2019-08-19 | 2020-05-12 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Тверской государственный технический университет" (ТвГТУ) | Hollowing ceiling panel |
US11566423B2 (en) | 2021-03-08 | 2023-01-31 | Plascon Plastics Corporation | Lattice of hollow bodies with reinforcement member supports |
Family Cites Families (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DK166462B1 (en) * | 1990-10-01 | 1993-05-24 | Joergen Breuning | PLANT, DOUBLE-SCRAPED IRON CONCRETE COVER AND PROCEDURES FOR PRODUCING IT |
JP2754369B2 (en) * | 1996-03-08 | 1998-05-20 | 靖夫 平野 | Rebar unit for void slab of building structure |
JP4215367B2 (en) * | 2000-01-19 | 2009-01-28 | マテラス青梅工業株式会社 | Method for producing porous concrete product |
JP4697834B2 (en) * | 2001-05-16 | 2011-06-08 | 五洋建設株式会社 | Precast concrete board, method for producing the same, and method for constructing slab |
JP3717458B2 (en) * | 2001-11-29 | 2005-11-16 | 五洋建設株式会社 | Embedding unit |
JP2003321894A (en) * | 2002-03-01 | 2003-11-14 | Mon:Kk | Planar grid-patterned hollow concrete slab and retaining fixture |
JP2004176309A (en) * | 2002-11-25 | 2004-06-24 | Momvoid Kk | Void unit and hollow concrete slab making use thereof |
US20050138877A1 (en) * | 2003-12-30 | 2005-06-30 | Kenji Inoue | Plane lattice hollow concrete slab and cross arm brace |
EP1568827A1 (en) * | 2004-02-25 | 2005-08-31 | Cobiax Technologies AG | Method and means for manufacturing concrete elements. |
DE202004003071U1 (en) * | 2004-02-25 | 2004-07-15 | Bubbledeck (Deutschland) Gmbh | Roof slab module for use in a building, has displacement bodies arranged and supported between armoring truss booms using rods, in which border of linear set displacement bodies are arranged in self-supporting manner |
CN201103180Y (en) * | 2007-07-09 | 2008-08-20 | 张香梨 | PCM cast-in-situ reinforced concrete bidirectional hollow internal mold |
-
2008
- 2008-12-31 DK DKPA200801853A patent/DK200801853A/en not_active Application Discontinuation
-
2009
- 2009-12-08 BR BRPI0925278-9A patent/BRPI0925278A2/en not_active Application Discontinuation
- 2009-12-28 WO PCT/IB2009/055964 patent/WO2010076757A2/en active Application Filing
- 2009-12-28 MY MYPI2011003082A patent/MY155193A/en unknown
- 2009-12-28 CN CN200980157584.0A patent/CN102333925B/en not_active Expired - Fee Related
- 2009-12-29 AR ARP090105169A patent/AR074948A1/en unknown
Also Published As
Publication number | Publication date |
---|---|
WO2010076757A9 (en) | 2010-10-14 |
AR074948A1 (en) | 2011-02-23 |
CN102333925B (en) | 2014-07-09 |
BRPI0925278A2 (en) | 2019-04-16 |
WO2010076757A3 (en) | 2010-12-02 |
MY155193A (en) | 2015-09-15 |
CN102333925A (en) | 2012-01-25 |
WO2010076757A2 (en) | 2010-07-08 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
ATS | Application withdrawn |