CA2873948C - Composite construction elements for building of multi-story modular constructions - Google Patents
Composite construction elements for building of multi-story modular constructions Download PDFInfo
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- CA2873948C CA2873948C CA2873948A CA2873948A CA2873948C CA 2873948 C CA2873948 C CA 2873948C CA 2873948 A CA2873948 A CA 2873948A CA 2873948 A CA2873948 A CA 2873948A CA 2873948 C CA2873948 C CA 2873948C
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- 238000010276 construction Methods 0.000 title claims abstract description 109
- 239000002131 composite material Substances 0.000 title claims abstract description 24
- 239000011449 brick Substances 0.000 claims abstract description 81
- 229920005989 resin Polymers 0.000 claims abstract description 54
- 239000011347 resin Substances 0.000 claims abstract description 54
- 239000000835 fiber Substances 0.000 claims abstract description 40
- 229910000831 Steel Inorganic materials 0.000 claims description 27
- 239000010959 steel Substances 0.000 claims description 27
- 239000000126 substance Substances 0.000 claims description 23
- 239000000945 filler Substances 0.000 claims description 21
- 229910052500 inorganic mineral Inorganic materials 0.000 claims description 21
- 239000011707 mineral Substances 0.000 claims description 21
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 14
- 239000000654 additive Substances 0.000 claims description 14
- 230000000996 additive effect Effects 0.000 claims description 14
- 239000000843 powder Substances 0.000 claims description 14
- 238000010521 absorption reaction Methods 0.000 claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 229910021532 Calcite Inorganic materials 0.000 claims description 7
- 229920000049 Carbon (fiber) Polymers 0.000 claims description 7
- 238000005299 abrasion Methods 0.000 claims description 7
- 229920006231 aramid fiber Polymers 0.000 claims description 7
- TZCXTZWJZNENPQ-UHFFFAOYSA-L barium sulfate Chemical compound [Ba+2].[O-]S([O-])(=O)=O TZCXTZWJZNENPQ-UHFFFAOYSA-L 0.000 claims description 7
- 239000010428 baryte Substances 0.000 claims description 7
- 229910052601 baryte Inorganic materials 0.000 claims description 7
- 239000004917 carbon fiber Substances 0.000 claims description 7
- 239000003365 glass fiber Substances 0.000 claims description 7
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 7
- 239000000377 silicon dioxide Substances 0.000 claims description 7
- 239000000454 talc Substances 0.000 claims description 7
- 229910052623 talc Inorganic materials 0.000 claims description 7
- 235000012222 talc Nutrition 0.000 claims description 7
- 239000012815 thermoplastic material Substances 0.000 claims description 7
- 229920001567 vinyl ester resin Polymers 0.000 claims description 7
- 238000005253 cladding Methods 0.000 description 9
- 239000004567 concrete Substances 0.000 description 7
- 239000000463 material Substances 0.000 description 7
- 238000000034 method Methods 0.000 description 5
- IMNFDUFMRHMDMM-UHFFFAOYSA-N N-Heptane Chemical compound CCCCCCC IMNFDUFMRHMDMM-UHFFFAOYSA-N 0.000 description 3
- YXFVVABEGXRONW-UHFFFAOYSA-N Toluene Chemical compound CC1=CC=CC=C1 YXFVVABEGXRONW-UHFFFAOYSA-N 0.000 description 3
- 238000005452 bending Methods 0.000 description 3
- 239000004927 clay Substances 0.000 description 3
- 239000011456 concrete brick Substances 0.000 description 3
- 238000009472 formulation Methods 0.000 description 3
- 238000009413 insulation Methods 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 239000003677 Sheet moulding compound Substances 0.000 description 2
- 230000006750 UV protection Effects 0.000 description 2
- 238000013016 damping Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000002955 isolation Methods 0.000 description 2
- 238000005304 joining Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 101100165342 Arabidopsis thaliana BHLH110 gene Proteins 0.000 description 1
- 230000001154 acute effect Effects 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000007731 hot pressing Methods 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 230000004224 protection Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
Classifications
-
- 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/12—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of other material
-
- 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
- E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
- E04B2/16—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
- E04B2/18—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
-
- 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
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/026—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of plastic
-
- 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
- E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
- E04B2/16—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
-
- 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
- E04B2002/0202—Details of connections
- E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
- E04B2002/0215—Non-undercut connections, e.g. tongue and groove connections with separate protrusions
- E04B2002/0217—Non-undercut connections, e.g. tongue and groove connections with separate protrusions of prismatic shape
-
- 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
- E04B2002/0202—Details of connections
- E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
- E04B2002/0252—Dovetail keys
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/10—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
- E04C2/20—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of plastics
-
- 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
- E04C3/28—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of materials not covered by groups E04C3/04 - E04C3/20
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Finishing Walls (AREA)
- Panels For Use In Building Construction (AREA)
- Compositions Of Macromolecular Compounds (AREA)
- Residential Or Office Buildings (AREA)
Abstract
A construction element which is made of composite material and used to form multi-story constructions by connecting at least one floor panel (30) which has a connection niche (32) on its lateral surface (31) and a wall brick (70a, 70b, 70c) which forms a wall and has at least one integral connection element (72, 73). The construction element includes a body (11, 21) made of composite material which includes at least one type of fiber and at least one type of resin, at least one connection element (123, 223, 121, 221) which is integral with the body (11, 21) so that it enables the body (11, 21) to be connected to the connection element (72, 73) of wall brick (70a, 70b, 70c), and at least one connection niche (132, 232) configured so that it connects to the connection niche (32) of floor panel (30).
Description
SPECIFICATION
COMPOSITE CONSTRUCTION ELEMENTS FOR BUILDING OF MULTI-STORY
MODULAR CONSTRUCTIONS
TECHNICAL FIELD
Present invention is related to construction elements made of composite materials and modular constructions manufactured by using said construction elements.
PRIOR ART
In the construction sector, brick and steel based constructions are used commonly. Today, multi-story constructions of living spaces are constructed by using concrete and different types of bricks. First of all, ground concrete is poured, columns are built on the area where wall will be built, and after the concrete of upper floor is poured, walls between columns are built with the help of bricks.
Said materials have disadvantages in terms of cost, labor and quality. In the past, bricks were made of clay and soil derivatives and they are still being used today.
However, they are mostly superseded by gas concrete bricks today because they are heavy and don't provide good sound and heat insulation. Besides, bricks which are made of clay and soil derivatives, by their nature, get humid and reflect this humidity on the plaster from time to time. Due to their heavy structure, they also cause extra load on the beams and columns during construction and reduce the life of building. Gas concrete bricks keep the buildings cool in summers and hot in winters. But they are not preferred because they cost more than the other bricks. Besides, even though gas concrete bricks are more strong compared to the bricks made of clay and soil derivatives, their mechanical strength is not so high.
When building a wall with bricks made of gas concrete, bricks should be cut or broken into pieces in the corner joints etc. Due to this reason, a need for extra labor rises during construction. Building of concrete and steel based constructions is completed in a long time and at a high cost.
Due to the abovementioned reasons, there is a need for construction elements made of alternative materials which will replace concrete or steel those are bearing elements of the building and, constructions which can be mass produced with such construction elements, in construction sector.
COMPOSITE CONSTRUCTION ELEMENTS FOR BUILDING OF MULTI-STORY
MODULAR CONSTRUCTIONS
TECHNICAL FIELD
Present invention is related to construction elements made of composite materials and modular constructions manufactured by using said construction elements.
PRIOR ART
In the construction sector, brick and steel based constructions are used commonly. Today, multi-story constructions of living spaces are constructed by using concrete and different types of bricks. First of all, ground concrete is poured, columns are built on the area where wall will be built, and after the concrete of upper floor is poured, walls between columns are built with the help of bricks.
Said materials have disadvantages in terms of cost, labor and quality. In the past, bricks were made of clay and soil derivatives and they are still being used today.
However, they are mostly superseded by gas concrete bricks today because they are heavy and don't provide good sound and heat insulation. Besides, bricks which are made of clay and soil derivatives, by their nature, get humid and reflect this humidity on the plaster from time to time. Due to their heavy structure, they also cause extra load on the beams and columns during construction and reduce the life of building. Gas concrete bricks keep the buildings cool in summers and hot in winters. But they are not preferred because they cost more than the other bricks. Besides, even though gas concrete bricks are more strong compared to the bricks made of clay and soil derivatives, their mechanical strength is not so high.
When building a wall with bricks made of gas concrete, bricks should be cut or broken into pieces in the corner joints etc. Due to this reason, a need for extra labor rises during construction. Building of concrete and steel based constructions is completed in a long time and at a high cost.
Due to the abovementioned reasons, there is a need for construction elements made of alternative materials which will replace concrete or steel those are bearing elements of the building and, constructions which can be mass produced with such construction elements, in construction sector.
2 In the English patent numbered GB2443630, construction method which includes obtaining the base plate is described. Base plate is connected on the surface of base by using multiple bonding materials passed through the pre-specified holes. This doesn't provide a solution for multi-layered structures.
Patent with the application number 2011/03899 is related to construction elements made of composite materials and modular constructions manufactured by using said construction elements. Building like constructions can be constructed via said technique and very serially and at low costs, but this technique doesn't bring a solution for multi-story buildings.
In the patent with application number 2011/09140, composite construction elements are described for the building of multi-story modular constructions.
BRIEF DESCRIPTION OF THE INVENTION
The present invention is related to a new composite mezzanine floor bonding adapter aimed at eliminating the abovementioned disadvantages and bringing new advantages to the relevant technical field.
Main objective of the invention is to provide composite mezzanine floor bonding adapters which form a connection between mezzanine floor panels and walls, and multi-story constructions produced with these mezzanine floor bonding adapters, by reducing the labor, mistakes that may arise from labor and increasing the strength.
In order to perform all of the abovementioned objectives and the objectives which are to be deducted from the detailed description below, the present invention is related to a construction element which is made of composite material and used to form multi-story constructions by connecting at least one floor panel which has a connection niche on its lateral surface and a wall brick which forms a wall and has at least one integral connection element. As an innovation; it includes a body made of composite material which includes at least one type of fiber and at least one type of resin, at least one connection element which is integral with the body so that it enables the body to be connected to the connection element of wall brick, and at least one connection niche configured so that it connects to the connection niche of floor panel.
Patent with the application number 2011/03899 is related to construction elements made of composite materials and modular constructions manufactured by using said construction elements. Building like constructions can be constructed via said technique and very serially and at low costs, but this technique doesn't bring a solution for multi-story buildings.
In the patent with application number 2011/09140, composite construction elements are described for the building of multi-story modular constructions.
BRIEF DESCRIPTION OF THE INVENTION
The present invention is related to a new composite mezzanine floor bonding adapter aimed at eliminating the abovementioned disadvantages and bringing new advantages to the relevant technical field.
Main objective of the invention is to provide composite mezzanine floor bonding adapters which form a connection between mezzanine floor panels and walls, and multi-story constructions produced with these mezzanine floor bonding adapters, by reducing the labor, mistakes that may arise from labor and increasing the strength.
In order to perform all of the abovementioned objectives and the objectives which are to be deducted from the detailed description below, the present invention is related to a construction element which is made of composite material and used to form multi-story constructions by connecting at least one floor panel which has a connection niche on its lateral surface and a wall brick which forms a wall and has at least one integral connection element. As an innovation; it includes a body made of composite material which includes at least one type of fiber and at least one type of resin, at least one connection element which is integral with the body so that it enables the body to be connected to the connection element of wall brick, and at least one connection niche configured so that it connects to the connection niche of floor panel.
3 In another preferred embodiment of the subject matter invention, it contains at least one positioning niche located on the corner of body.
In another preferred embodiment of the subject matter invention, it contains a profile bearing defined by bringing two bodies side by side so that two positioning niches are opposite to each other. Therefore, profile can be located so as to prevent collapse of the floor panels.
In another preferred embodiment of the subject matter invention, profile housing is configured so that the end part of a profile is shrink fit. Therefore, collapse of the floor panels is prevented.
In another preferred embodiment of the subject matter invention, connection element provided on the body has a connection extension.
In another preferred embodiment of the subject matter invention, it contains a wall connection part where at least one connection extension is provided and which is located on the insert of the brick wall. Thus, connection of the bonding adapter with wall is enabled.
In another preferred embodiment of the subject matter invention, it contains at least one insert which is provided on the bottom of the wall connection part and where connection extension of the brick wall is located.
In another preferred embodiment of the subject matter invention, it contains a panel connection part which has a lateral surface where connection niche is provided. Thus, connection of the bonding adapter with floor panel is enabled.
In another preferred embodiment of the subject matter invention, connection niche is structured in the form of a wedge with a trapezoidal section whose short side faces outwards. Thus, building gets strong against the forces applied on it.
In another preferred embodiment of the subject matter invention, it contains a single bonding adapter on the body where panel connection part is provided on the single part of wall connection part longitudinally. Thus, bonding adapter can be used between a room and a place without a ceiling.
In another preferred embodiment of the subject matter invention, it contains a profile bearing defined by bringing two bodies side by side so that two positioning niches are opposite to each other. Therefore, profile can be located so as to prevent collapse of the floor panels.
In another preferred embodiment of the subject matter invention, profile housing is configured so that the end part of a profile is shrink fit. Therefore, collapse of the floor panels is prevented.
In another preferred embodiment of the subject matter invention, connection element provided on the body has a connection extension.
In another preferred embodiment of the subject matter invention, it contains a wall connection part where at least one connection extension is provided and which is located on the insert of the brick wall. Thus, connection of the bonding adapter with wall is enabled.
In another preferred embodiment of the subject matter invention, it contains at least one insert which is provided on the bottom of the wall connection part and where connection extension of the brick wall is located.
In another preferred embodiment of the subject matter invention, it contains a panel connection part which has a lateral surface where connection niche is provided. Thus, connection of the bonding adapter with floor panel is enabled.
In another preferred embodiment of the subject matter invention, connection niche is structured in the form of a wedge with a trapezoidal section whose short side faces outwards. Thus, building gets strong against the forces applied on it.
In another preferred embodiment of the subject matter invention, it contains a single bonding adapter on the body where panel connection part is provided on the single part of wall connection part longitudinally. Thus, bonding adapter can be used between a room and a place without a ceiling.
4 In another preferred embodiment of the subject matter invention, it contains a double bonding adapter on the body where panel connection part is provided on both parts of the wall connection part longitudinally. Thus, bonding adapter can be used between two rooms.
In another preferred embodiment of the subject matter invention, it is made of a composite material which contains at least one type of fiber at a ratio of 25-33% in order to provide strength, at least one type of mineral powder as a filler at a ratio of 40-50%, at least one type of resin at a ratio of 20-25% as the item bonding the fiber with filler and at least one chemical additive at a ratio of 5-8%.
In another preferred embodiment of the subject matter invention, it contains vinyl ester resin as the resin and carbon-fiber as the fiber in order to possess mechanical properties of the ST 50 steel and above.
In another preferred embodiment of the subject matter invention, it contains orthophthalic resin as the resin and glass-fiber as the fiber in order to possess mechanical properties of steels between ST 33 and ST 42.
In another preferred embodiment of the subject matter invention, it contains isophthalic resin as the resin and aramid-fiber as the fiber in order to possess mechanical properties of steels between ST 42 and ST 50.
In another preferred embodiment of the subject matter invention, it contains at least one type of mineral powder as a filler, selected from a mineral group which contains silica, barite, talcum and calcite.
In another preferred embodiment of the subject matter invention, as a chemical additive, it contains at least one of the chemicals which increase water absorption and resistance to flame and abrasion, and optionally, thermoplastic material at a pre-specified ratio so as to enhance the surface appearance.
Present invention is also related to a floor panel with at least one connection niche provided on the lateral face and characterized by including at least one profile bearing so that it defines a profile. Therefore, profile can be passed through the bottom of floor panel.
In another preferred embodiment of the subject matter invention, profile bearing is constituted by bringing two floor panels side by side so that two profile bearings are opposite to each other. Therefore, collapse of the floor panel is prevented by running a profile through the point where two floor panels join together.
In another preferred embodiment of the subject matter invention, it is made of a composite material which contains at least one type of fiber at a ratio of 25-33% in order to provide strength, at least one type of mineral powder as a filler at a ratio of 40-50%, at least one type of resin at a ratio of 20-25% as the item bonding the fiber with filler and at least one chemical additive at a ratio of 5-8%.
In another preferred embodiment of the subject matter invention, it contains vinyl ester resin as the resin and carbon-fiber as the fiber in order to possess mechanical properties of the ST 50 steel and above.
In another preferred embodiment of the subject matter invention, it contains orthophthalic resin as the resin and glass-fiber as the fiber in order to possess mechanical properties of steels between ST 33 and ST 42.
In another preferred embodiment of the subject matter invention, it contains isophthalic resin as the resin and aramid-fiber as the fiber in order to possess mechanical properties of steels between ST 42 and ST 50.
In another preferred embodiment of the subject matter invention, it contains at least one type of mineral powder as a filler, selected from a mineral group which contains silica, barite, talcum and calcite.
In another preferred embodiment of the subject matter invention, as a chemical additive, it contains at least one of the chemicals which increase water absorption and resistance to flame and abrasion, and optionally, thermoplastic material at a pre-specified ratio so as to enhance the surface appearance.
Present invention is also related to a floor panel with at least one connection niche provided on the lateral face and characterized by including at least one profile bearing so that it defines a profile. Therefore, profile can be passed through the bottom of floor panel.
In another preferred embodiment of the subject matter invention, profile bearing is constituted by bringing two floor panels side by side so that two profile bearings are opposite to each other. Therefore, collapse of the floor panel is prevented by running a profile through the point where two floor panels join together.
5 In another preferred embodiment of the subject matter invention, it is made of a composite material which contains at least one type of fiber at a ratio of 25-33% in order to provide strength, at least one type of mineral powder as a filler at a ratio of 40-50%, at least one type of resin at a ratio of 20-25% as the item bonding the fiber with filler and at least one chemical additive at a ratio of 5-8%.
In another preferred embodiment of the subject matter invention, it contains vinyl ester resin as the resin and carbon-fiber as the fiber in order to possess mechanical properties of the ST 50 steel and above.
In another preferred embodiment of the subject matter invention, it contains orthophthalic resin as the resin and glass-fiber as the fiber in order to possess mechanical properties of steels between ST 33 and ST 42.
In another preferred embodiment of the subject matter invention, it contains isophthalic resin as the resin and aramid-fiber as the fiber in order to possess mechanical properties of steels between ST 42 and ST 50.
In another preferred embodiment of the subject matter invention, it contains at least one type of mineral powder as a filler, selected from a mineral group which contains silica, barite, talcum and calcite.
In another preferred embodiment of the subject matter invention, as a chemical additive, it contains at least one of the chemicals which increase water absorption and resistance to flame and abrasion, and optionally, thermoplastic material at a pre-specified ratio so as to enhance the surface appearance.
Present invention is also related to a multi-story construction which has multiple wall bricks connected to each other in order to form the walls and floor panels in order to form floor bases. As an innovation;
In another preferred embodiment of the subject matter invention, it contains vinyl ester resin as the resin and carbon-fiber as the fiber in order to possess mechanical properties of the ST 50 steel and above.
In another preferred embodiment of the subject matter invention, it contains orthophthalic resin as the resin and glass-fiber as the fiber in order to possess mechanical properties of steels between ST 33 and ST 42.
In another preferred embodiment of the subject matter invention, it contains isophthalic resin as the resin and aramid-fiber as the fiber in order to possess mechanical properties of steels between ST 42 and ST 50.
In another preferred embodiment of the subject matter invention, it contains at least one type of mineral powder as a filler, selected from a mineral group which contains silica, barite, talcum and calcite.
In another preferred embodiment of the subject matter invention, as a chemical additive, it contains at least one of the chemicals which increase water absorption and resistance to flame and abrasion, and optionally, thermoplastic material at a pre-specified ratio so as to enhance the surface appearance.
Present invention is also related to a multi-story construction which has multiple wall bricks connected to each other in order to form the walls and floor panels in order to form floor bases. As an innovation;
6 it includes a body made of composite material which includes at least one type of fiber and at least one type of resin, at least one connection element which is integral with the body so that it enables the body to be connected to the connection element of wall brick, and a bonding adapter which has at least one connection niche configured so that it connects to the connection niche of floor panel, as a construction element which enables connection between the wall and mezzanine floor; at least one floor panel which is provided after the profile bearing of bonding adapter and has at least one profile bearing which defines a profile, as a floor panel.
In another preferred embodiment of the subject matter invention, bonding adapter contains at least one positioning niche located on the corner of body.
In another preferred embodiment of the subject matter invention, bonding adapter contains a profile bearing formed by two positioning niches when two bodies are brought side by side.
In another preferred embodiment of the subject matter invention, bonding adapter has a connection extension as the connection element provided on the body.
In another preferred embodiment of the subject matter invention, bonding adapter contains a wall connection part on which connection extension is provided.
In another preferred embodiment of the subject matter invention, bonding adapter contains at least one insert at the bottom of wall connection part.
In another preferred embodiment of the subject matter invention, bonding adapter contains a panel connection part which has a lateral surface where connection niche is provided.
In another preferred embodiment of the subject matter invention, bonding adapter is a single bonding adapter on the body where panel connection part is provided on the single part of wall connection part longitudinally.
In another preferred embodiment of the subject matter invention, bonding adapter is a double bonding adapter on the body where panel connection part is provided on both parts of the wall connection part longitudinally.
In another preferred embodiment of the subject matter invention, bonding adapter contains at least one positioning niche located on the corner of body.
In another preferred embodiment of the subject matter invention, bonding adapter contains a profile bearing formed by two positioning niches when two bodies are brought side by side.
In another preferred embodiment of the subject matter invention, bonding adapter has a connection extension as the connection element provided on the body.
In another preferred embodiment of the subject matter invention, bonding adapter contains a wall connection part on which connection extension is provided.
In another preferred embodiment of the subject matter invention, bonding adapter contains at least one insert at the bottom of wall connection part.
In another preferred embodiment of the subject matter invention, bonding adapter contains a panel connection part which has a lateral surface where connection niche is provided.
In another preferred embodiment of the subject matter invention, bonding adapter is a single bonding adapter on the body where panel connection part is provided on the single part of wall connection part longitudinally.
In another preferred embodiment of the subject matter invention, bonding adapter is a double bonding adapter on the body where panel connection part is provided on both parts of the wall connection part longitudinally.
7 PCT/EP2013/050657 In another preferred embodiment of the subject matter invention, profile bearing of the floor panel is constituted by bringing two floor panels side by side so that two profile bearings are opposite to each other.
In another preferred embodiment of the subject matter invention, it contains a profile that is passed through the profile bearing of floor panel and shrunk fit in the profile bearing of bonding adapter.
In another preferred embodiment of the subject matter invention, wall brick contains at least one insert in the lower part where connection extension of bonding adapter will be located, and at least one connection extension on the upper part, which will be located in the insert of the bonding adapter.
In another preferred embodiment of the subject matter invention, wall brick contains a wall connection channel and a wall connection extension which connects adjacent wall brick with wall connection channel. Thus, connection of wall bricks with each other is strengthened.
In another preferred embodiment of the subject matter invention, wall brick is a linear wall brick so as to enable building of the wall.
In another preferred embodiment of the subject matter invention, wall brick is a T type wall brick which enables division of the rooms.
In another preferred embodiment of the subject matter invention, wall brick is an L type wall brick which enables construction of corners.
In another preferred embodiment of the subject matter invention, bonding adapter and floor panel are made of a composite material which contains at least one type of fiber at a ratio of 25-33% in order to provide strength, at least one type of mineral powder as a filler at a ratio of 40-50%, at least one type of resin at a ratio of 20-25% as the item bonding the fiber with filler and at least one chemical additive at a ratio of 5-8%.
In another preferred embodiment of the subject matter invention, it contains vinyl ester resin as the resin and carbon-fiber as the fiber in order to possess mechanical properties of the ST 50 steel and above.
In another preferred embodiment of the subject matter invention, it contains a profile that is passed through the profile bearing of floor panel and shrunk fit in the profile bearing of bonding adapter.
In another preferred embodiment of the subject matter invention, wall brick contains at least one insert in the lower part where connection extension of bonding adapter will be located, and at least one connection extension on the upper part, which will be located in the insert of the bonding adapter.
In another preferred embodiment of the subject matter invention, wall brick contains a wall connection channel and a wall connection extension which connects adjacent wall brick with wall connection channel. Thus, connection of wall bricks with each other is strengthened.
In another preferred embodiment of the subject matter invention, wall brick is a linear wall brick so as to enable building of the wall.
In another preferred embodiment of the subject matter invention, wall brick is a T type wall brick which enables division of the rooms.
In another preferred embodiment of the subject matter invention, wall brick is an L type wall brick which enables construction of corners.
In another preferred embodiment of the subject matter invention, bonding adapter and floor panel are made of a composite material which contains at least one type of fiber at a ratio of 25-33% in order to provide strength, at least one type of mineral powder as a filler at a ratio of 40-50%, at least one type of resin at a ratio of 20-25% as the item bonding the fiber with filler and at least one chemical additive at a ratio of 5-8%.
In another preferred embodiment of the subject matter invention, it contains vinyl ester resin as the resin and carbon-fiber as the fiber in order to possess mechanical properties of the ST 50 steel and above.
8 In another preferred embodiment of the subject matter invention, it contains orthophthalic resin as the resin and glass-fiber as the fiber in order to possess mechanical properties of steels between ST 33 and ST 42.
In another preferred embodiment of the subject matter invention, it contains isophthalic resin as the resin and aramid-fiber as the fiber in order to possess mechanical properties of steels between ST 42 and ST 50.
In another preferred embodiment of the subject matter invention, it contains at least one type of mineral powder as a filler, selected from a mineral group which contains silica, barite, talcum and calcite.
In another preferred embodiment of the subject matter invention, as a chemical additive, it contains at least one of the chemicals which increase water absorption and resistance to flame and abrasion, and optionally, thermoplastic material at a pre-specified ratio so as to enhance the surface appearance.
BRIEF DESCRIPTION OF THE FIGURES
In Figure la, a general view of subject invention single bonding adapter is given from above.
In Figure 1 b, a general view of subject invention single bonding adapter is given from below.
In Figure 2a, a general view of subject invention double bonding adapter is given from above.
In Figure 2b, a general view of subject invention double bonding adapter is given from below.
In Figure 3a, a perspective view of floor panel on which subject invention bonding adapter will be connected is given.
In Figure 3b, a view of connection of floor panels with each other is given.
In Figure 4a and 4b, layout of profile on the bonding adapter and floor panel is given.
In another preferred embodiment of the subject matter invention, it contains isophthalic resin as the resin and aramid-fiber as the fiber in order to possess mechanical properties of steels between ST 42 and ST 50.
In another preferred embodiment of the subject matter invention, it contains at least one type of mineral powder as a filler, selected from a mineral group which contains silica, barite, talcum and calcite.
In another preferred embodiment of the subject matter invention, as a chemical additive, it contains at least one of the chemicals which increase water absorption and resistance to flame and abrasion, and optionally, thermoplastic material at a pre-specified ratio so as to enhance the surface appearance.
BRIEF DESCRIPTION OF THE FIGURES
In Figure la, a general view of subject invention single bonding adapter is given from above.
In Figure 1 b, a general view of subject invention single bonding adapter is given from below.
In Figure 2a, a general view of subject invention double bonding adapter is given from above.
In Figure 2b, a general view of subject invention double bonding adapter is given from below.
In Figure 3a, a perspective view of floor panel on which subject invention bonding adapter will be connected is given.
In Figure 3b, a view of connection of floor panels with each other is given.
In Figure 4a and 4b, layout of profile on the bonding adapter and floor panel is given.
9 In Figure 5, a view of connection of floor pieces with each other is given.
In Figure 6a and 6b, views regarding wall adapters where wall bricks will be connected are given.
In Figure 6c and 6d, a symbolic view of wall adapters connected with each other is given.
In Figure 7a, 7b and 7c, views regarding wall bricks are given.
In Figure 7d, a view regarding laying of T type wall bricks is given.
In Figure 7e, a view regarding laying of L type wall bricks is given.
In Figure 8a, a perspective view of roof profile is given.
In Figure 8b and 8c, a perspective view of roof connection adapter is given.
In Figure 8d, a perspective view of eaves adapter is given.
In Figure 8e, a perspective view of roof cladding is given.
In Figure 8f, a perspective view of roof truss is given.
In Figure 9, a symbolic view of multi-story building constructed with subject invention bonding adapters and other construction elements is given.
In Figure 10, a symbolic view of adaptation of roof on a building is given.
REFERENCE NUMBERS GIVEN IN FIGURES
In Figure 6a and 6b, views regarding wall adapters where wall bricks will be connected are given.
In Figure 6c and 6d, a symbolic view of wall adapters connected with each other is given.
In Figure 7a, 7b and 7c, views regarding wall bricks are given.
In Figure 7d, a view regarding laying of T type wall bricks is given.
In Figure 7e, a view regarding laying of L type wall bricks is given.
In Figure 8a, a perspective view of roof profile is given.
In Figure 8b and 8c, a perspective view of roof connection adapter is given.
In Figure 8d, a perspective view of eaves adapter is given.
In Figure 8e, a perspective view of roof cladding is given.
In Figure 8f, a perspective view of roof truss is given.
In Figure 9, a symbolic view of multi-story building constructed with subject invention bonding adapters and other construction elements is given.
In Figure 10, a symbolic view of adaptation of roof on a building is given.
REFERENCE NUMBERS GIVEN IN FIGURES
10 Single bonding adapter
11 Body
12 Wall connection part 121 Connection extension 122 Clearance 123 Insert
13 Panel connection part 131 Lateral surface 132 Connection niches 133 Positioning niche 134 Profile bearing Double bonding adapter 21 Body 22 Wall connection part 221 Connection extension 10 222 Clearance 223 Insert 23 Panel connection part 231 Lateral surface 232 Connection niches 15 233 Positioning niche 234 Profile bearing Floor panel 31 Lateral surface 20 32 Connection niche 33 Insert 34 Profile bearing Profile bearing 25 40 Connection element 50 Floor 51 Floor pieces 511 Connection niches 30 512 Insert 513 Connection element 60 Wall adapter 60a Wall adapter 35 60b Wall adapter 60c Wall adapter 61 Body 62 Connection extension 63 Connection niche 64 Insert 65 Connection element 70 Wall brick 70a Wall brick 70b Wall brick 70c Wall brick 71 Body 72 Connection extension 73 Insert 74 Wall connection channel 75 Wall connection extension 80 Profile 90 Roof profile 91 Body 92 Connection extension 93 Insert 100 Roof bonding adapter 100a Roof bonding adapter 100b Roof bonding adapter 101 Support part 110 Eaves adapter 111 Upper bearing 112 Lower bearing 120 Cover piece 130 Roof cladding 1301 Valley 1302 Connection part 1303 Mounting holes 140 Valley 150 Support base 160 Roof truss 170 Purlin DETAILED DESCRIPTION OF THE INVENTION
In this detailed description, the subject matter invention is explained with references to examples without forming any restrictive effect in order to make the subject more understandable.
Referring to Figure la and 1 b; single bonding adapter (10) consists of a body (11) and a wall connection part (12) configured on the longitudinal side of the body (11). Other part of the body (11) is panel connection part (13). There are connection niches (132) on the lateral surfaces (131) which face the floor panel (30) to be connected to panel connection parts (13). Wall connection part (12) consists of multiple connection extensions (121) on the upper part, which are provided one after each other horizontally with a space in-between and extend upwards. Wall connection part (12) has inserts (123) on the bottom.
There are positioning niches (133) provided on two corners of the panel connection part (13). Single bonding adapter (10) connects to a floor panel (30) on the single side and may be used on the parts of a building which face outwards. In the preferred embodiments, insert (not shown in the figure) may be used instead of the connection extension (121) depending on the corresponding construction element.
Referring to Figure 2a and 2b; double bonding adapter (20) consists of a body (21) and a wall connection part (22) structured in the middle of the body (21). When wall connection part (22) divides the body (21) longitudinally from the middle, two sides on the right and left of the wall connection part (22) constitute the panel connection parts (23).
There are connection niches (232) on the lateral surfaces (231) which face the floor panel (30) to be connected to panel connection parts (23). Said connection niches (132, 232) have a part with section which widens from outside to inside. Connection niches (132, 232) have a trapezoidal section whose short side faces outwards and this form resembles the wedge form in the relevant technical field. Wall connection part (22) consists of multiple connection extensions (221) on the upper part, which are provided one after each other horizontally with a space in-between and extend upwards. Wall connection part (22) has inserts (223) on the bottom. There are positioning niches (233) provided on the corners of the panel connection part (23). Connection extensions (121, 221) have a hollow box like shape so that they define a clearance (122, 222). This form both increases the strength of bonding adapters (10, 20) and provides sound and heat insulation against outdoor environment without the need for extra insulation. Besides, components such as electrics, telephone cables or sanitary pipework of a building may be passed through said clearances (122, 222) and this will be an advantage which quickens the building period.
Referring to Figure 4a and 4b; when two bonding adapters (10, 20) are brought side by side, two positioning niches (133, 233) also come side by side facing each other and form a profile bearing (134, 234). In Figure 4a and 4b, the profile (80) to be shrink fit in the profile housing (134, 234) is seen. For the insert (123, 223) and connection extension (121, 221); the term, connection element (123, 223, 121, 221), is used generally.
In Figure 3a and 3b; floor panels (30) connected to each other to be used as a mezzanine floor have connection niches (32) on the lateral surfaces (31) and when a floor panel (30) or bonding adapter (10, 20) is located opposite them, connection niches (32, 132, 232) form an insert (33) by standing opposite each other. Bonding adapters (10, 20) and other floor panels (30) are connected by inserting a connection element (40) into the insert (33).
Connection element (40) has a geometry which completes the form of the insert (33) and a shape which resembles wedge elements. Floor panels (30) have profile bearings (34) in the lower parts, in a form which completes the shape of the profile and, profile bearings (35) which define the profile that is formed with the joining of corners when two floor panels (30) come side by side.
Connection niches (132, 232, 32) preferably start from the top point of lateral surface (131, 231, 31) and extend partially along the height of lateral surface (131, 231, 31) downwards.
Referring to Figure 5, floor (50) of the building consists of many floor pieces (51). Floor pieces (51) have connection niches (511) on the sides and are connected by passing connection elements (513) through the insert (512) which is formed by connection niches (511) of two opposing floor pieces (51).
In Figure 6a and 6b, wall adapters (60) located on the floor (50) are seen.
Wall adapter (60) consists of a body (61) and connection extensions (62) provided on the body (61).
Referring to Figure 6c, wall adapter (60) has a linearly extending structure.
In Figure 6a, wall adapter (60b) is in the form of T whereas wall adapter (60c) in Figure 6b is in the form of L. Wall adapters (60a, 60b, 60c) have connection niches (63) on the surface which face the wall adapters (60a, 60b, 60c) located next to it. Referring to Figure 6c and 6d; when wall adapters (60a, 60b, 60c) are located so that their connection niches (63) correspond to each other, two connection niches (63) form an insert (64) and a connection element (65) with a geometry completing the form of the insert (64) is located in the insert (64).
Referring to Figure 7a, 7b and 7c, one wall brick (70) has one body (71).
Connection extensions (72) are provided on the upper part of body (71) and inserts (73) are provided
In this detailed description, the subject matter invention is explained with references to examples without forming any restrictive effect in order to make the subject more understandable.
Referring to Figure la and 1 b; single bonding adapter (10) consists of a body (11) and a wall connection part (12) configured on the longitudinal side of the body (11). Other part of the body (11) is panel connection part (13). There are connection niches (132) on the lateral surfaces (131) which face the floor panel (30) to be connected to panel connection parts (13). Wall connection part (12) consists of multiple connection extensions (121) on the upper part, which are provided one after each other horizontally with a space in-between and extend upwards. Wall connection part (12) has inserts (123) on the bottom.
There are positioning niches (133) provided on two corners of the panel connection part (13). Single bonding adapter (10) connects to a floor panel (30) on the single side and may be used on the parts of a building which face outwards. In the preferred embodiments, insert (not shown in the figure) may be used instead of the connection extension (121) depending on the corresponding construction element.
Referring to Figure 2a and 2b; double bonding adapter (20) consists of a body (21) and a wall connection part (22) structured in the middle of the body (21). When wall connection part (22) divides the body (21) longitudinally from the middle, two sides on the right and left of the wall connection part (22) constitute the panel connection parts (23).
There are connection niches (232) on the lateral surfaces (231) which face the floor panel (30) to be connected to panel connection parts (23). Said connection niches (132, 232) have a part with section which widens from outside to inside. Connection niches (132, 232) have a trapezoidal section whose short side faces outwards and this form resembles the wedge form in the relevant technical field. Wall connection part (22) consists of multiple connection extensions (221) on the upper part, which are provided one after each other horizontally with a space in-between and extend upwards. Wall connection part (22) has inserts (223) on the bottom. There are positioning niches (233) provided on the corners of the panel connection part (23). Connection extensions (121, 221) have a hollow box like shape so that they define a clearance (122, 222). This form both increases the strength of bonding adapters (10, 20) and provides sound and heat insulation against outdoor environment without the need for extra insulation. Besides, components such as electrics, telephone cables or sanitary pipework of a building may be passed through said clearances (122, 222) and this will be an advantage which quickens the building period.
Referring to Figure 4a and 4b; when two bonding adapters (10, 20) are brought side by side, two positioning niches (133, 233) also come side by side facing each other and form a profile bearing (134, 234). In Figure 4a and 4b, the profile (80) to be shrink fit in the profile housing (134, 234) is seen. For the insert (123, 223) and connection extension (121, 221); the term, connection element (123, 223, 121, 221), is used generally.
In Figure 3a and 3b; floor panels (30) connected to each other to be used as a mezzanine floor have connection niches (32) on the lateral surfaces (31) and when a floor panel (30) or bonding adapter (10, 20) is located opposite them, connection niches (32, 132, 232) form an insert (33) by standing opposite each other. Bonding adapters (10, 20) and other floor panels (30) are connected by inserting a connection element (40) into the insert (33).
Connection element (40) has a geometry which completes the form of the insert (33) and a shape which resembles wedge elements. Floor panels (30) have profile bearings (34) in the lower parts, in a form which completes the shape of the profile and, profile bearings (35) which define the profile that is formed with the joining of corners when two floor panels (30) come side by side.
Connection niches (132, 232, 32) preferably start from the top point of lateral surface (131, 231, 31) and extend partially along the height of lateral surface (131, 231, 31) downwards.
Referring to Figure 5, floor (50) of the building consists of many floor pieces (51). Floor pieces (51) have connection niches (511) on the sides and are connected by passing connection elements (513) through the insert (512) which is formed by connection niches (511) of two opposing floor pieces (51).
In Figure 6a and 6b, wall adapters (60) located on the floor (50) are seen.
Wall adapter (60) consists of a body (61) and connection extensions (62) provided on the body (61).
Referring to Figure 6c, wall adapter (60) has a linearly extending structure.
In Figure 6a, wall adapter (60b) is in the form of T whereas wall adapter (60c) in Figure 6b is in the form of L. Wall adapters (60a, 60b, 60c) have connection niches (63) on the surface which face the wall adapters (60a, 60b, 60c) located next to it. Referring to Figure 6c and 6d; when wall adapters (60a, 60b, 60c) are located so that their connection niches (63) correspond to each other, two connection niches (63) form an insert (64) and a connection element (65) with a geometry completing the form of the insert (64) is located in the insert (64).
Referring to Figure 7a, 7b and 7c, one wall brick (70) has one body (71).
Connection extensions (72) are provided on the upper part of body (71) and inserts (73) are provided
14 on the lower part. For the inserts (73) and connection extensions (72); the term, connection element (72, 73), is used. There is a wall connection channel (74) or a wall connection extension (75) on the surface of wall brick (70a, 70b, 70c) which faces the adjacent wall brick (70a, 70b, 70c). Referring to Figure 7a, wall brick (70a) has a linearly extending structure. In Figure 7b, wall brick (70b) is in the form of T whereas wall brick (70c) in Figure 7c is in the form of L.
Referring to Figure 9; the construction consists of a floor (50) laid on the ground, walls provided on the floor (50), bonding adapters (10, 20) provided on the walls, floor panels (30) of the upper floor whose connection to the walls are provided by bonding adapters (10, 20) and a roof. Such a construction can be built using the toy block logic and this building may have enough strength against tensile, pressure and bending forces that buildings are exposed to.
Referring to Figure 5; floor (50) of the building is produced by joining floor pieces (51) in the structure of a panel. Floor pieces (51) are located so that connection niches (511) correspond to each other and then connection element (513) is located in the insert (512) from the top. Floor (50) of the construction is formed this way.
Referring to Figure 6c and 6d; after floor (50) is laid on the ground in the abovementioned way, wall adapters (60a, 60b, 60c), which will connect the wall bricks (70a, 70b, 70c) on the floor (50), are located on the points specified on the floor pieces (51) according to the layout in the project. Wall adapters (60a) which extend linearly are used for the parts extending straightly as a wall; wall adapters (60c) in the form of T are used in order to divide the rooms within construction and wall adapters (60b) in the form of L
are used in order to form the corner of structure. Wall adapters (60a, 60b, 60c) are connected to the adjacent wall adapters (60a, 60b, 60c) by locating the connection element (65) in the insert (64) from the top, which is formed by the connection niches (63). After the wall adapters (60a, 60b, 60c) are placed on the floor (50), wall bricks (70a, 70b, 70c) are laid on the wall adapters (60a, 60b, 60c). Wall bricks (70a, 70b, 70c, 70d) and wall adapters (60a, 60b, 60c) are connected to each other by inserting the connection extensions (62) of wall adapters (60a, 60b, 60c) in the inserts (73) of wall bricks (70a, 70b, 70c, 70d). Referring to 7d, 7e and 9; wall bricks in linear structure (70a) are laid on the wall adapters (60a) in linear structure, wall bricks (70c) in the form of L are laid on the wall adapters (60c) in the form of L and wall bricks (70b) in the form of T are laid on the wall adapters (60b) in the form of T. While laying the wall bricks (70a) in linear structure, care should be taken for performing slip laying. If there is a wall connection channel (74) on the surface of wall brick (70a, 70b, 70c), which faces the adjacent wall brick (70a, 70b, 70c), adjacent wall brick (70a, 70b, 70c) has a wall connection extension (75) on the side facing wall connection channel (74). Thus, wall adapters (70a, 70b, 70c) are connected to each other through shrunk fit. Wall is built by this way.
Referring to Figure 9; after the walls are built on the floor (50), bonding adapters (10, 20) are used in the construction of upper floor, in order to enable connection between the floor of upper floor and walls. Firstly, bonding adapter (10, 20) is connected on the wall brick (70a, 70b, 70c) by inserting the connection extensions (72) of wall bricks (70a, 70b, 70c) in 10 the inserts (123, 223) under the bonding adapter (10, 20). When it is desired to form a connection between two rooms or a closed space, double bonding adapter (20) is used.
Connection niches (232) on the panel connection parts (23) located on both sides of double bonding adapter (20) and connection niches (32) on the floor panel (30) are aligned so as to locate a connection element (40) in-between and they are connected to each other
Referring to Figure 9; the construction consists of a floor (50) laid on the ground, walls provided on the floor (50), bonding adapters (10, 20) provided on the walls, floor panels (30) of the upper floor whose connection to the walls are provided by bonding adapters (10, 20) and a roof. Such a construction can be built using the toy block logic and this building may have enough strength against tensile, pressure and bending forces that buildings are exposed to.
Referring to Figure 5; floor (50) of the building is produced by joining floor pieces (51) in the structure of a panel. Floor pieces (51) are located so that connection niches (511) correspond to each other and then connection element (513) is located in the insert (512) from the top. Floor (50) of the construction is formed this way.
Referring to Figure 6c and 6d; after floor (50) is laid on the ground in the abovementioned way, wall adapters (60a, 60b, 60c), which will connect the wall bricks (70a, 70b, 70c) on the floor (50), are located on the points specified on the floor pieces (51) according to the layout in the project. Wall adapters (60a) which extend linearly are used for the parts extending straightly as a wall; wall adapters (60c) in the form of T are used in order to divide the rooms within construction and wall adapters (60b) in the form of L
are used in order to form the corner of structure. Wall adapters (60a, 60b, 60c) are connected to the adjacent wall adapters (60a, 60b, 60c) by locating the connection element (65) in the insert (64) from the top, which is formed by the connection niches (63). After the wall adapters (60a, 60b, 60c) are placed on the floor (50), wall bricks (70a, 70b, 70c) are laid on the wall adapters (60a, 60b, 60c). Wall bricks (70a, 70b, 70c, 70d) and wall adapters (60a, 60b, 60c) are connected to each other by inserting the connection extensions (62) of wall adapters (60a, 60b, 60c) in the inserts (73) of wall bricks (70a, 70b, 70c, 70d). Referring to 7d, 7e and 9; wall bricks in linear structure (70a) are laid on the wall adapters (60a) in linear structure, wall bricks (70c) in the form of L are laid on the wall adapters (60c) in the form of L and wall bricks (70b) in the form of T are laid on the wall adapters (60b) in the form of T. While laying the wall bricks (70a) in linear structure, care should be taken for performing slip laying. If there is a wall connection channel (74) on the surface of wall brick (70a, 70b, 70c), which faces the adjacent wall brick (70a, 70b, 70c), adjacent wall brick (70a, 70b, 70c) has a wall connection extension (75) on the side facing wall connection channel (74). Thus, wall adapters (70a, 70b, 70c) are connected to each other through shrunk fit. Wall is built by this way.
Referring to Figure 9; after the walls are built on the floor (50), bonding adapters (10, 20) are used in the construction of upper floor, in order to enable connection between the floor of upper floor and walls. Firstly, bonding adapter (10, 20) is connected on the wall brick (70a, 70b, 70c) by inserting the connection extensions (72) of wall bricks (70a, 70b, 70c) in 10 the inserts (123, 223) under the bonding adapter (10, 20). When it is desired to form a connection between two rooms or a closed space, double bonding adapter (20) is used.
Connection niches (232) on the panel connection parts (23) located on both sides of double bonding adapter (20) and connection niches (32) on the floor panel (30) are aligned so as to locate a connection element (40) in-between and they are connected to each other
15 via a connection element (40). Referring to Figure 4a and 4b; in order to provide stability and prevent collapse of the floor panels (30), profile (80) is passed through the profile housing (34, 35) on the bottom of floor panel (30) and shrunk fit in the profile housing (234) which is formed when two bonding adapters (20) come side by side and positioning niches (233) on the corners are joined. When the same process is applied on both sides of the double bonding adapter (20), floors of upper floor belonging to two rooms will be constructed.
For connection between a room and a place without a ceiling, single bonding adapter (10) is used. Single bonding adapter (10) is connected on the wall brick (70a, 70b, 70c) so that panel connection part (13) will face the room side and to the floor panel (30) on said side since there is a panel connection part (13) only on one side of the single bonding adapter (10). When bonding adapter (10, 20) is located on the wall bricks (70a, 70b, 70c), connection extensions (121, 221) of bonding adapter (10, 20) are inserted in the inserts (73) of wall bricks (70a, 70b, 70c). When walls are built this way, upper floor is also constructed.
Referring to Figure 10; after the floors of construction are completely built, roof of the construction can be built very quickly and durably. In order to provide visual quality, wall bricks (70a, 70b, 70c) on the rising upper row of the triangle like shaped wall are covered with suitable cover pieces (120).
For connection between a room and a place without a ceiling, single bonding adapter (10) is used. Single bonding adapter (10) is connected on the wall brick (70a, 70b, 70c) so that panel connection part (13) will face the room side and to the floor panel (30) on said side since there is a panel connection part (13) only on one side of the single bonding adapter (10). When bonding adapter (10, 20) is located on the wall bricks (70a, 70b, 70c), connection extensions (121, 221) of bonding adapter (10, 20) are inserted in the inserts (73) of wall bricks (70a, 70b, 70c). When walls are built this way, upper floor is also constructed.
Referring to Figure 10; after the floors of construction are completely built, roof of the construction can be built very quickly and durably. In order to provide visual quality, wall bricks (70a, 70b, 70c) on the rising upper row of the triangle like shaped wall are covered with suitable cover pieces (120).
16 Referring to Figure 8a and 8f; roof truss (160) and purlins (170) which form the roof scaffold of the construction, are produced with roof profiles (90) which consist of a body (91), a connection extension (92) that extends after the body (91) with a narrower diameter and an insert (93) at the head of body (91) in which another connection extension (92) is inserted. Said roof profiles (90) are in the form of a box profile and accordingly have a square or rectangle section.
Referring to Figure 8d and 8f; during application, a group of roof profiles (90) are laid on the floor between the front and rear sides of ceiling so that they extend horizontally and profiles on the end are inserted in the lower housing (112) of an eaves adapter. Another group of roof profiles (90) are laid so that they start from the upper housing (111) of relevant eaves adapter (110) on the front and rear sides of ceiling and extend upwards with an acute angle, and then join the other group on the upper line of ceiling's center point.
Thus, horizontal and angular extending roof profiles (90) are laid so that they define an isosceles triangle like form, and define these roof trusses (160). Roof profiles (90) are joined on the upper line so that they are supported from under by a roof bonding adapter (100a). Referring to Figure 8b and 8c; there are two types of roof bonding adapters (100).
On the other hand, between said roof bonding adapter (100a) and the point where horizontal support parts (101) extending on the ceiling join together, there is a support base (150) that is vertical to the floor, so roof is also supported from the top point.
Referring to Figure 10, roof trusses (160) are laid on the ceiling by repeating these processes.
Then, another group of roof profile (90) extends between the roof support parts (101) so that they intersect with angular extending profiles (90) at certain points, and thus, parts named as purlin (170) in the relevant technical field are defined. The points where roof profiles (90) forming the roof truss (160) and purlin (170) intersect with each other, are supported from below by another type of roof bonding adapter (100b). Bottom end of the support base (150) mentioned in the upper paragraph is located in the roof bonding adapter (100b) provided at this point. Said roof bonding adapter (100b), supports roof profiles (90) which extend horizontally on the floor and join together in the middle at this point.
At the following stage, valleys (140) are mounted on the relevant wall bricks (70a, 70b, 70c) at the top line of the front and rear side of the construction.
Referring to Figure 8d and 8f; during application, a group of roof profiles (90) are laid on the floor between the front and rear sides of ceiling so that they extend horizontally and profiles on the end are inserted in the lower housing (112) of an eaves adapter. Another group of roof profiles (90) are laid so that they start from the upper housing (111) of relevant eaves adapter (110) on the front and rear sides of ceiling and extend upwards with an acute angle, and then join the other group on the upper line of ceiling's center point.
Thus, horizontal and angular extending roof profiles (90) are laid so that they define an isosceles triangle like form, and define these roof trusses (160). Roof profiles (90) are joined on the upper line so that they are supported from under by a roof bonding adapter (100a). Referring to Figure 8b and 8c; there are two types of roof bonding adapters (100).
On the other hand, between said roof bonding adapter (100a) and the point where horizontal support parts (101) extending on the ceiling join together, there is a support base (150) that is vertical to the floor, so roof is also supported from the top point.
Referring to Figure 10, roof trusses (160) are laid on the ceiling by repeating these processes.
Then, another group of roof profile (90) extends between the roof support parts (101) so that they intersect with angular extending profiles (90) at certain points, and thus, parts named as purlin (170) in the relevant technical field are defined. The points where roof profiles (90) forming the roof truss (160) and purlin (170) intersect with each other, are supported from below by another type of roof bonding adapter (100b). Bottom end of the support base (150) mentioned in the upper paragraph is located in the roof bonding adapter (100b) provided at this point. Said roof bonding adapter (100b), supports roof profiles (90) which extend horizontally on the floor and join together in the middle at this point.
At the following stage, valleys (140) are mounted on the relevant wall bricks (70a, 70b, 70c) at the top line of the front and rear side of the construction.
17 Referring to Figure 8; lastly, roof claddings (130) with valleys (1301) are laid on the roof trusses (160) and purlins (170) that are formed by support profiles. A
connection part (1302) with mounting holes (1303) is provided on each roof cladding (130), which extends along the long side. Said connection part (1302) has a smaller wall thickness compared to the rest of the roof cladding (130) and a dent is defined due to this form.
Relevant side of the next roof cladding (130) fits in said dent, so no disfiguring extension is formed between two roof claddings (130). Said connection parts (1302) have mounting holes (1303) and so two roof claddings (130) can be connected to each other with a connection element (40) such as a screw. As a result, roof of the building can also be built completely by using the relevant composite construction elements.
All the construction elements used in the invention are made of a material based on SMC
(sheet molding composites) and they are produced through a known production method in this field. According to this, some construction elements in the invention may be composed of two parts which are symmetrical and form the construction element when they are combined, in accordance with the hot pressing method.
Therefore, in a preferred formulation, subject composite material contains fiber at a ratio of 25-33% in order to provide strength, at least one type of mineral powder as a filler at a ratio of 40-50%, resin at a ratio of 20-25% as the item bonding the fiber with filler and at least one chemical additive at a ratio of 5-8%. In the parts which don't require high strength such as valleys (140) and roof claddings (130), so as to obtain a material which has relatively low strength and possesses the values of ST 37 steel in particular, isophtalic resin is preferred as the resin and glass-fiber is preferred as the fiber. In the construction elements which require middle strength such as wall bricks (70a, 70b, 70c), isophtalic resin is preferred as the resin and aramid-fiber is preferred as the fiber, in order to obtain a material with the values of ST 37 steel. In order to obtain a material which has a relatively high strength and values of ST 52 steel, vinyl ester resin is preferred as the resin and carbon-fiber is preferred as the fiber. Wall thickness of the present invention construction elements can preferably be between 4mm and 2cm depending on the desired strength.
On the other hand, at least one type of mineral powder selected from a mineral group which contains silica, barite, talcum and calcite is used as a filler and at least one of the chemicals which increase water absorption and resistance to flame and abrasion is used as a chemical additive. In addition to these, subject formulation may also contain thermoplastic material at a pre-specified ratio so as to enhance the surface appearance.
connection part (1302) with mounting holes (1303) is provided on each roof cladding (130), which extends along the long side. Said connection part (1302) has a smaller wall thickness compared to the rest of the roof cladding (130) and a dent is defined due to this form.
Relevant side of the next roof cladding (130) fits in said dent, so no disfiguring extension is formed between two roof claddings (130). Said connection parts (1302) have mounting holes (1303) and so two roof claddings (130) can be connected to each other with a connection element (40) such as a screw. As a result, roof of the building can also be built completely by using the relevant composite construction elements.
All the construction elements used in the invention are made of a material based on SMC
(sheet molding composites) and they are produced through a known production method in this field. According to this, some construction elements in the invention may be composed of two parts which are symmetrical and form the construction element when they are combined, in accordance with the hot pressing method.
Therefore, in a preferred formulation, subject composite material contains fiber at a ratio of 25-33% in order to provide strength, at least one type of mineral powder as a filler at a ratio of 40-50%, resin at a ratio of 20-25% as the item bonding the fiber with filler and at least one chemical additive at a ratio of 5-8%. In the parts which don't require high strength such as valleys (140) and roof claddings (130), so as to obtain a material which has relatively low strength and possesses the values of ST 37 steel in particular, isophtalic resin is preferred as the resin and glass-fiber is preferred as the fiber. In the construction elements which require middle strength such as wall bricks (70a, 70b, 70c), isophtalic resin is preferred as the resin and aramid-fiber is preferred as the fiber, in order to obtain a material with the values of ST 37 steel. In order to obtain a material which has a relatively high strength and values of ST 52 steel, vinyl ester resin is preferred as the resin and carbon-fiber is preferred as the fiber. Wall thickness of the present invention construction elements can preferably be between 4mm and 2cm depending on the desired strength.
On the other hand, at least one type of mineral powder selected from a mineral group which contains silica, barite, talcum and calcite is used as a filler and at least one of the chemicals which increase water absorption and resistance to flame and abrasion is used as a chemical additive. In addition to these, subject formulation may also contain thermoplastic material at a pre-specified ratio so as to enhance the surface appearance.
18 As is known, forces that a construction is exposed to may be listed in 5;
which are tensile, pressure, moment, shearing and torsion forces. A construction may be exposed to one or more of these forces simultaneously as a result of many external factors such as earthquake, wind, building's own weight and constructions should be resistant to such situations at a certain extent. According to this, behavior of a construction formed with present invention construction elements against these forces, is described in general below.
First of all, composite material which forms the construction elements are as durable as steel but about 6 times lighter than steel. On the other hand, hollow body structure used in the invention reduces the weight of construction elements more. Therefore, component of moment force arising from building's own weight is very low compared to that of concrete or steel constructions. If the building is exposed to a pressure force, elements such as wall connection channel (74) on the lateral surfaces of adjacent wall bricks (70a, 70b, 70c) and wall connection extension (75) which goes into the wall connection channel (74), inserts (73) on the wall bricks (70a, 70b, 70c) which are on top of the other and connection extensions (72) which go into inserts (73) enable the building to resist against said pressure forces. In the case of a tensile force, inserts (73) on the wall bricks (70a, 70b, 70c) and connection extensions (72) which go into inserts (73) enable the building to resist against said pressure forces. In case of a shearing force, components in the pressure force become active and additionally, flexibility that screwless connection provides is a significant advantage. For example, when moment force or torsion force is formed due to a reason such as wind, elements which enable resistance to pressure forces and flexibility provided through screwless connection become active. Connection niches (132, 232, 32, 511, 63) in the form of a wedge and connection elements (40, 513, 65) which enable connection of construction elements with each other also play a significant role in the resistance of building against all these forces. Referring to Figure 9; wall bricks (70a, 70b, 70c) are laid by sliding in each row, an upper wall brick (70a, 70b, 70c) supports the connection of two lower wall bricks (700a, 70b, 70c) with each other, therefore, building becomes more rigid.
On the other hand, walls of a structure built according to the invention that is different from masonry constructions also serve as a bearer as in the constructions built with the same tunnel formwork, and this enables the building to be more resistant. While interior walls in the constructions formed through tunnel formwork are built as masonry so as to reduce the costs, walls which constitute the rooms in invention also carry out the bearing function.
which are tensile, pressure, moment, shearing and torsion forces. A construction may be exposed to one or more of these forces simultaneously as a result of many external factors such as earthquake, wind, building's own weight and constructions should be resistant to such situations at a certain extent. According to this, behavior of a construction formed with present invention construction elements against these forces, is described in general below.
First of all, composite material which forms the construction elements are as durable as steel but about 6 times lighter than steel. On the other hand, hollow body structure used in the invention reduces the weight of construction elements more. Therefore, component of moment force arising from building's own weight is very low compared to that of concrete or steel constructions. If the building is exposed to a pressure force, elements such as wall connection channel (74) on the lateral surfaces of adjacent wall bricks (70a, 70b, 70c) and wall connection extension (75) which goes into the wall connection channel (74), inserts (73) on the wall bricks (70a, 70b, 70c) which are on top of the other and connection extensions (72) which go into inserts (73) enable the building to resist against said pressure forces. In the case of a tensile force, inserts (73) on the wall bricks (70a, 70b, 70c) and connection extensions (72) which go into inserts (73) enable the building to resist against said pressure forces. In case of a shearing force, components in the pressure force become active and additionally, flexibility that screwless connection provides is a significant advantage. For example, when moment force or torsion force is formed due to a reason such as wind, elements which enable resistance to pressure forces and flexibility provided through screwless connection become active. Connection niches (132, 232, 32, 511, 63) in the form of a wedge and connection elements (40, 513, 65) which enable connection of construction elements with each other also play a significant role in the resistance of building against all these forces. Referring to Figure 9; wall bricks (70a, 70b, 70c) are laid by sliding in each row, an upper wall brick (70a, 70b, 70c) supports the connection of two lower wall bricks (700a, 70b, 70c) with each other, therefore, building becomes more rigid.
On the other hand, walls of a structure built according to the invention that is different from masonry constructions also serve as a bearer as in the constructions built with the same tunnel formwork, and this enables the building to be more resistant. While interior walls in the constructions formed through tunnel formwork are built as masonry so as to reduce the costs, walls which constitute the rooms in invention also carry out the bearing function.
19 Besides, construction elements aren't composed of multiple layers which have different physical and chemical properties as it was in the prior art, and this allows the structure to possess the required rigidity and durability. Ease and speed of production gained by this way provides a significant advantage.
Some of the test data of a construction element subject to invention, which is produced through a sample formulation, is as below.
Tests Test Method Values Determination of Flexural TS 985 Strength (N/mm2) EN ISO 178 Determination of Tensile Strength (MPa) Impact Strength (kj / m2) Barcol Hardness EN59 70 Water absorption (`)/0) TS 702, ISO 62 Max 0.15% in 24 hours %0,15 TS 1818, Density (gr/ cm3) 1,79 Chemical Resistance (60% toluene, 40%
n-heptane in volume or in diesel, under the conditions EN ISO 14125 Change in weight; max. %0,5 of 23 Change in bending resistance; -
Some of the test data of a construction element subject to invention, which is produced through a sample formulation, is as below.
Tests Test Method Values Determination of Flexural TS 985 Strength (N/mm2) EN ISO 178 Determination of Tensile Strength (MPa) Impact Strength (kj / m2) Barcol Hardness EN59 70 Water absorption (`)/0) TS 702, ISO 62 Max 0.15% in 24 hours %0,15 TS 1818, Density (gr/ cm3) 1,79 Chemical Resistance (60% toluene, 40%
n-heptane in volume or in diesel, under the conditions EN ISO 14125 Change in weight; max. %0,5 of 23 Change in bending resistance; -
20%
2 C and 168 hours) (TS Change in bending module; -30%
EN 124 Annex E) Surface Resistance (0) DIN IEC 93 5x109 Volume Resistance (0) DIN IEC 93 5x1019 Specific Trans-resistance DIN IEC 93 1x1012 (Q.cm) Ball Pressure Test Ball Diameter max. 2 mm.
Glow Wire Test No Dropping Accelerated Heat No puncture or deformation Damping Test Isolation Test No discharge or deformation Temperature Changes No deformation or crack Resistance Test Ultra Violet Resistance No deformation or crack Test In the relevant tests performed for subject invention bonding adapters (10, 20), it was seen that there was no dropping in glow wire test, no puncture or deformation in accelerated heat damping test and no discharge or deformation in isolation test. In addition to these, no 5 deformation or crack was seen in the subject invention construction elements in temperature changes resistance test and ultra violet resistance test.
The protection scope of the present invention is set forth in the annexed claims and cannot be restricted to the illustrative disclosures given above, under the detailed description. It is 10 because a person skilled in the relevant art can obviously produce similar embodiments under the light of the foregoing disclosures, without departing from the main principles of the present invention.
2 C and 168 hours) (TS Change in bending module; -30%
EN 124 Annex E) Surface Resistance (0) DIN IEC 93 5x109 Volume Resistance (0) DIN IEC 93 5x1019 Specific Trans-resistance DIN IEC 93 1x1012 (Q.cm) Ball Pressure Test Ball Diameter max. 2 mm.
Glow Wire Test No Dropping Accelerated Heat No puncture or deformation Damping Test Isolation Test No discharge or deformation Temperature Changes No deformation or crack Resistance Test Ultra Violet Resistance No deformation or crack Test In the relevant tests performed for subject invention bonding adapters (10, 20), it was seen that there was no dropping in glow wire test, no puncture or deformation in accelerated heat damping test and no discharge or deformation in isolation test. In addition to these, no 5 deformation or crack was seen in the subject invention construction elements in temperature changes resistance test and ultra violet resistance test.
The protection scope of the present invention is set forth in the annexed claims and cannot be restricted to the illustrative disclosures given above, under the detailed description. It is 10 because a person skilled in the relevant art can obviously produce similar embodiments under the light of the foregoing disclosures, without departing from the main principles of the present invention.
Claims (46)
1. A construction element which is made of composite material and used to form multi-story constructions by connecting at least one floor panel which has a connection niche on its lateral surface and a wall brick which forms a wall and has at least one integral connection element, wherein the construction element comprises a body made of composite material which includes at least one type of fiber and at least one type of resin, at least one connection element which is integral with the body to enable the body to be connected to the connection element of wall brick, and at least one connection niche configured to connect to the connection niche of floor panel.
2. The construction element according to Claim 1, comprising at least one positioning niche located on the corner of body.
3. The construction element according to Claim 2, comprising a profile bearing defined by bringing two bodies side by side so that two positioning niches are opposite to each other.
4. The construction element according to Claim 3, wherein the profile housing is configured so that the end part of a profile is shrink fit.
5. The construction element according to Claim 1, wherein the connection element provided on the body has a connection extension.
6. The construction element according to Claim 1, comprising a wall connection part where at least one connection extension is provided and which is located on the insert of the brick wall.
7. The construction element according to Claim 6, comprising at least one insert which is provided on the bottom of the wall connection part and where connection extension of the brick wall is located.
8. The construction element according to Claim 7, comprising a panel connection part which has a lateral surface where connection niche is provided.
9. The construction element according to Claim 8, wherein the connection niche is structured in the form of a wedge with a trapezoidal section whose short side faces outwards.
10. The construction element according to Claim 8, comprising a single bonding adapter on the body where panel connection part is provided on the single part of wall connection part longitudinally.
11. The construction element according to Claim 8, comprising a double bonding adapter on the body where panel connection part is provided on both parts of the wall connection part longitudinally.
12. The construction element according to Claim 1, wherein the construction element is made of a composite material which contains at least one type of fiber at a ratio of 25-33% in order to provide strength, at least one type of mineral powder as a filler at a ratio of 40-50%, at least one type of resin at a ratio of 20-25% as the item bonding the fiber with filler and at least one chemical additive at a ratio of 5-8%.
13. The construction element according to Claim 12, comprising vinyl ester resin as the resin and carbon-fiber as the fiber to possess mechanical properties of the ST
steel and above.
steel and above.
14. The construction element according to Claim 12, comprising orthophthalic resin as the resin and glass-fiber as the fiber to possess mechanical properties of steels between ST 33 and ST 42.
15. The construction element according to Claim 12, comprising isophthalic resin as the resin and aramid-fiber as the fiber to possess mechanical properties of steels between ST 42 and ST 50.
16. The construction element according to Claim 12, comprising at least one type of mineral powder as a filler, selected from a mineral group which contains silica, barite, talcum and calcite.
17. The construction element according to Claim 12, wherein the at least one chemical additive contains at least one of the chemicals which increase water absorption and resistance to flame and abrasion, and optionally, thermoplastic material at a pre-specified ratio to enhance the surface appearance.
18.A floor panel with at least one connection niche provided on the lateral face and for connection to a connection element as defined in Claim 1, the floor panel including at least one profile bearing defining a profile; said profile bearing is constituted by bringing two floor panels side by side so that two profile bearings are opposite to each other.
19. The floor panel according to Claim 18, wherein the floor panel is made of a composite material which contains at least one type of fiber at a ratio of 25-33% in order to provide strength, at least one type of mineral powder as a filler at a ratio of 40-50%, at least one type of resin at a ratio of 20-25% as the item bonding the fiber with filler and at least one chemical additive at a ratio of 5-8%.
20. The floor panel according to Claim 19, comprising vinyl ester resin as the resin and carbon-fiber as the fiber to possess mechanical properties of the ST 50 steel and above.
21. The floor panel according to Claim 19, comprising orthophthalic resin as the resin and glass-fiber as the fiber to possess mechanical properties of steels between ST
33 and ST 42.
33 and ST 42.
22. The floor panel according to Claim 19, comprising isophthalic resin as the resin and aramid-fiber as the fiber to possess mechanical properties of steels between and ST 50.
23. The floor panel according to Claim 19, comprising at least one type of mineral powder as a filler, selected from a mineral group which contains silica, barite, talcum and calcite.
24. The floor panel according to Claim 19, wherein the at least one chemical additive contains at least one of the chemicals which increase water absorption and resistance to flame and abrasion, and optionally, thermoplastic material at a pre-specified ratio to enhance the surface appearance.
25.A multi-story construction which has multiple wall bricks connected to each to form the walls and floor panels to form floor bases, wherein the multi-story construction includes:
a body made of composite material which includes at least one type of fiber and at least one type of resin, at least one connection element which is integral with the body so that it enables the body to be connected to the connection element of wall brick, and a bonding adapter which has at least one connection niche configured so that it connects to the connection niche of floor panel, as a construction element which enables connection between the wall and mezzanine floor; and at least one floor panel which is provided after the profile bearing of bonding adapter and has at least one profile bearing which defines a profile, as a floor panel.
a body made of composite material which includes at least one type of fiber and at least one type of resin, at least one connection element which is integral with the body so that it enables the body to be connected to the connection element of wall brick, and a bonding adapter which has at least one connection niche configured so that it connects to the connection niche of floor panel, as a construction element which enables connection between the wall and mezzanine floor; and at least one floor panel which is provided after the profile bearing of bonding adapter and has at least one profile bearing which defines a profile, as a floor panel.
26. The multi-story construction according to Claim 25, wherein the bonding adapter contains at least one positioning niche located on the corner of body.
27. The multi-story construction according to Claim 26, wherein the bonding adapter, contains a profile bearing formed by two positioning niches when two bodies are brought side by side.
28. The multi-story construction according to Claim 25, wherein the bonding adapter has a connection extension as the connection element provided on the body.
29. The multi-story construction according to Claim 28, wherein the bonding adapter contains a wall connection part where connection extension is provided.
30. The multi-story construction according to Claim 29, wherein the bonding adapter contains at least one insert on the bottom of wall connection part.
31. The multi-story construction according to Claim 25, wherein the bonding adapter contains a panel connection part which has a lateral surface where connection niche is provided.
32. The multi-story construction according any one of Claims 25 to 31, wherein the bonding adapter is a single bonding adapter on the body where panel connection part is provided on the single part of wall connection part longitudinally.
33. The multi-story construction according any one of Claims 25 to 31, wherein the bonding adapter is a double bonding adapter on the body where panel connection part is provided on both parts of the wall connection part longitudinally.
34. The multi-story construction according to Claim 25, wherein the profile bearing of the floor panel is constituted by bringing two floor panels side by side so that two profile bearings are opposite to each other.
35. The multi-story construction according to Claim 25, comprising a profile that is run through the profile bearing of floor panel and shrunk fit in the profile bearing of bonding adapter.
36. The multi-story construction according to Claim 25, wherein the wall brick contains at least one insert in the lower part where connection extension of bonding adapter will be located, and at least one connection extension on the upper part, which will be located in the insert of the bonding adapter.
37. The multi-story construction according to Claim 25, wherein the wall brick contains a wall connection channel and a wall connection extension which connects adjacent wall brick with wall connection channel.
38. The multi-story construction according to any one of Claims 36 and 37, wherein the wall brick is a linear wall brick to enable building of the wall.
39. The multi-story construction according to any one of Claims 36 and 37, wherein the wall brick is a T type wall brick which enables division of the rooms.
40. The multi-story construction according to any one of Claims 36 and 37, wherein the wall brick is an L type wall brick which enables construction of corners.
41. The multi-story construction according to any one of Claims 25 to 40, wherein the bonding adapter and floor panel are made of a composite material which contains at least one type of fiber at a ratio of 25-33% in order to provide strength, at least one type of mineral powder as a filler at a ratio of 40-50%, at least one type of resin at a ratio of 20-25% as the item bonding the fiber with filler and at least one chemical additive at a ratio of 5-8%.
42. The multi-story construction according to Claim 41, comprising vinyl ester resin as the resin and carbon-fiber as the fiber to possess mechanical properties of the ST
50 steel and above.
50 steel and above.
43. The multi-story construction according to Claim 41, comprising orthophthalic resin as the resin and glass-fiber as the fiber to possess mechanical properties of steels between ST 33 and ST 42.
44. The multi-story construction according to Claim 41, comprising isophthalic resin as the resin and aramid-fiber as the fiber to possess mechanical properties of steels between ST 42 and ST 50.
45. The multi-story construction according to Claim 41, comprising at least one type of mineral powder as a filler, selected from a mineral group which contains silica, barite, talcum and calcite.
46. The multi-story construction according to Claim 41, wherein the at least one chemical additive contains at least one of the chemicals which increase water absorption and resistance to flame and abrasion, and optionally, thermoplastic material at a pre-specified ratio so as to enhance the surface appearance.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TR2012/10560 | 2012-09-14 | ||
| TR201210560 | 2012-09-14 | ||
| PCT/EP2013/050657 WO2014040757A1 (en) | 2012-09-14 | 2013-01-15 | Composite construction elements for building of multi-story modular constructions |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CA2873948A1 CA2873948A1 (en) | 2014-03-20 |
| CA2873948C true CA2873948C (en) | 2020-03-24 |
Family
ID=47630260
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA2873948A Active CA2873948C (en) | 2012-09-14 | 2013-01-15 | Composite construction elements for building of multi-story modular constructions |
Country Status (9)
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|---|---|
| EP (1) | EP2895663A1 (en) |
| AP (1) | AP2014008079A0 (en) |
| AR (1) | AR092554A1 (en) |
| CA (1) | CA2873948C (en) |
| DO (1) | DOP2014000284A (en) |
| EA (2) | EA201791128A1 (en) |
| PH (1) | PH12014502639A1 (en) |
| UA (1) | UA116537C2 (en) |
| WO (1) | WO2014040757A1 (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20030009963A1 (en) * | 2001-03-11 | 2003-01-16 | Crowell James H. | Building system, structure and method |
| WO2002092928A1 (en) * | 2001-04-03 | 2002-11-21 | David Zornes | Modular building structure |
| GB2443630B (en) * | 2006-11-10 | 2009-02-25 | Jace Whitaker | A method of building and a plate for building use |
| WO2012100843A1 (en) * | 2011-01-28 | 2012-08-02 | Renco Kompozit Teknolojileri Sanayi Ve Ticaret Limited Sirketi | A modular structure and said modular structure's structural members made of composite material |
-
2013
- 2013-01-15 EP EP13701936.0A patent/EP2895663A1/en not_active Withdrawn
- 2013-01-15 AP AP2014008079A patent/AP2014008079A0/en unknown
- 2013-01-15 CA CA2873948A patent/CA2873948C/en active Active
- 2013-01-15 UA UAA201412422A patent/UA116537C2/en unknown
- 2013-01-15 EA EA201791128A patent/EA201791128A1/en unknown
- 2013-01-15 EA EA201492258A patent/EA029909B1/en not_active IP Right Cessation
- 2013-01-15 WO PCT/EP2013/050657 patent/WO2014040757A1/en active Application Filing
- 2013-09-13 AR ARP130103278A patent/AR092554A1/en unknown
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2014
- 2014-11-25 PH PH12014502639A patent/PH12014502639A1/en unknown
- 2014-12-17 DO DO2014000284A patent/DOP2014000284A/en unknown
Also Published As
| Publication number | Publication date |
|---|---|
| EA029909B1 (en) | 2018-05-31 |
| AP2014008079A0 (en) | 2014-11-30 |
| PH12014502639A1 (en) | 2015-03-02 |
| EA201791128A1 (en) | 2017-09-29 |
| AR092554A1 (en) | 2015-04-22 |
| EP2895663A1 (en) | 2015-07-22 |
| CA2873948A1 (en) | 2014-03-20 |
| UA116537C2 (en) | 2018-04-10 |
| EA201492258A1 (en) | 2015-03-31 |
| DOP2014000284A (en) | 2015-03-15 |
| WO2014040757A1 (en) | 2014-03-20 |
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Effective date: 20171221 |