EP1808538A2 - Construction faite de pièces individuelles - Google Patents

Construction faite de pièces individuelles Download PDF

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Publication number
EP1808538A2
EP1808538A2 EP06016424A EP06016424A EP1808538A2 EP 1808538 A2 EP1808538 A2 EP 1808538A2 EP 06016424 A EP06016424 A EP 06016424A EP 06016424 A EP06016424 A EP 06016424A EP 1808538 A2 EP1808538 A2 EP 1808538A2
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EP
European Patent Office
Prior art keywords
concrete
wood
cross
components
sections
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP06016424A
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German (de)
English (en)
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EP1808538A3 (fr
EP1808538B1 (fr
Inventor
Tobias Bathon
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Individual
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Individual
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Application filed by Individual filed Critical Individual
Priority to DE112007000593T priority Critical patent/DE112007000593A5/de
Priority to AU2007204470A priority patent/AU2007204470B2/en
Priority to US12/160,622 priority patent/US8590239B2/en
Priority to PCT/DE2007/000062 priority patent/WO2007079739A2/fr
Priority to CA2636830A priority patent/CA2636830C/fr
Publication of EP1808538A2 publication Critical patent/EP1808538A2/fr
Publication of EP1808538A3 publication Critical patent/EP1808538A3/fr
Application granted granted Critical
Publication of EP1808538B1 publication Critical patent/EP1808538B1/fr
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    • 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
    • E04B1/14—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements being composed of two or more materials
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/20—Roofs consisting of self-supporting slabs, e.g. able to be loaded
    • E04B7/22—Roofs consisting of self-supporting slabs, e.g. able to be loaded the slabs having insulating properties, e.g. laminated with layers of insulating material

Definitions

  • the invention relates to buildings and / or buildings in which at least partially the individual component, such. Walls, ceilings, floors, columns, beams, slabs, slabs, foundations, joists and / or roofs made of at least partially prefabricated wood-concrete composite elements and methods for producing these structures.
  • Disadvantages of the masonry construction are the high wage costs in the construction of the building and the low thermal insulation of these building systems. Here the user loses precious energy costs year after year.
  • Disadvantages of the steel construction are to avoid cold bridges in the poor thermal insulation properties of the steel and the constructive approaches required thereby.
  • constructions Due to the extensive requirements of a building / building in terms of stability, cosiness, sound insulation, thermal insulation, moisture protection, fire protection and short construction times, constructions traditionally reach their limits. In particular, the high demands from the desire to save energy in connection with the increasing challenges of high load events, such as earthquakes and hurricanes is growing worldwide the desire for alternative buildings / buildings that meet these challenges.
  • the invention is based on the object, by at least partially using at least partially prefabricated wood-concrete composite elements as walls, ceilings, floors, columns, beams, plates, slices, foundations, beams and / or roofs, etc., if necessary in Connecting with other insulating and / or cladding materials to create a building or a building that fulfills the aforementioned tasks.
  • the wood-concrete composite elements provides a construction which is efficient according to requirements for walls, ceilings, floors, columns, beams, slabs, slabs, foundations, joists and / or roofs.
  • the materials divide the forces or stresses based on the composite action according to their stiffness ratios.
  • the mix of materials offers clear advantages in terms of sound insulation, thermal insulation, moisture protection and fire protection.
  • the possibility of prefabrication also creates components that can be effortlessly mounted on the construction site.
  • An embodiment of the building envelope according to the invention (roof, roof, wall and / or floor elements) consists of a thin concrete slab, on the outside of which (on one side) wood cross sections are arranged in a composite.
  • the steel reinforcement inserted in the concrete takes over the bending tensile forces, while the bending force is assigned to the wood cross-section.
  • the inner concrete slab serves as a heat storage, vapor barrier, installation level, fire barrier and / or disc training.
  • a fair-quality concrete offers a finished surface, which can also be covered by a wallpaper if required.
  • serve the spaces between the outside wood sections as insulation, installation, and / or power coupling plane.
  • the roof elements this also means, for example, that they can be covered with roof tiles in a conventional manner and thus visually there is no difference to conventional roofs.
  • the existing wood cross sections can be formed on the outside in a conventional manner with a wooden facade or plaster facade.
  • the building envelope (roof, Dachs-, wall and / or floor elements) consists of a thin concrete slab, on the inside (one-sided) wood cross sections are arranged in the composite.
  • the concrete in the case of external pressure, the concrete is subjected to the bending compressive forces during the timber cross section, the bending tensile forces.
  • the external concrete slab serves as a heat storage, vapor barrier (for tropical climates), installation level and / or fire barrier.
  • this embodiment of the invention also provides an extremely rigid and stable "skin” that can withstand any extreme loads such as earthquakes and / or hurricanes (hurricanes, typhoons). At the same time serve the Zwsichenlake the inside wood sections as insulation level and as a construction surface on the other covering materials, such as wooden formwork, plasterboard, chipboard, wallpaper, plasters can be applied.
  • Another embodiment of the building envelope according to the invention is to combine the components for special needs of the customer in their arrangement so that in part the concrete slabs are arranged inside and partly outside Thus, this would be a combination of the two paragraphs mentioned above.
  • the versions can be seen where a thin concrete slab in the composite (ie non-positively connected) from both sides (ie the top and bottom or outside and inside) with at least a wood cross-section are provided.
  • a thin concrete slab in the composite ie non-positively connected
  • both sides ie the top and bottom or outside and inside
  • insulation, installations, connection couplings and / or moisture barriers are inserted.
  • the versions are to be seen where two adjacent thin concrete slabs are provided in composite (i.e., frictionally connected) with at least one wooden cross-section arranged therebetween. Insulation, installations, connection couplings and / or moisture barriers can thus be inserted in the plane of the wood cross section.
  • These embodiments of the invention provide the bilateral composite effect extremely stable and stable components with integrated thermal insulation properties.
  • the buildings / buildings can be made extremely cost effective in prefabricated wood-concrete composite elements.
  • the efficient use of wood and concrete is to be seen.
  • the steel is replaced by the wood in conventional reinforced concrete construction.
  • this construction allows a significant weight reduction compared to conventional masonry or concrete buildings. These Weight reduction leads to cost savings in the building components themselves as well as the foundations. In addition, this also reduces transport and installation costs (eg crane costs).
  • the building according to the invention can be produced using a wide variety of methods.
  • a preferred method is to produce the wood-concrete composite elements as prefabricated components in the factory to connect them at a later date on the construction site as finished parts with each other and with other components (eg foundations).
  • Another preferred method is to produce the wood cross-sections and concrete sections in each case as finished parts in order to connect them to one another in the factory and / or only later on the construction site to a wood-concrete composite system shear-resistant.
  • Another preferred method is to create the wood cross-sections and concrete sections in the composite at least as a semi-finished part in order to complete them already in the factory and / or later on the site with appropriate in-situ concrete.
  • the concrete cross sections of the wood-concrete composite components according to the invention are exemplified by individual elements in the form of a beam, a support, a 1-binder, a truss, a plate or a disc created or any combination of the aforementioned individual elements in the form of multi-part composite cross-sectional shapes, such as For example, TT carrier, I-beams, T-beams, box girders, web plates, TT plates created.
  • the concrete cross-section can be as normal concrete, aerated concrete, lightweight concrete (including non-mineral aggregates such as plastics, polystyrene, wood), high-strength concrete prestressed concrete, composite concrete, screed concrete, lightweight concrete, aerated concrete and / or asphalt concrete with appropriate reinforcing bars, mats and / or - made of metal and / or plastic as in-situ concrete or finished part or partial finished part.
  • the thickness of the concrete cross section ranges from min. 40 to 500 mm.
  • thicknesses of a concrete slab or pane are particularly advantageous in a building application from 70 to 160 mm, depending on whether it is a wall, roof or ceiling component.
  • the application of the wood-concrete composite construction according to the invention in bridge construction or parking garage construction relies on concrete part thicknesses, which can also go far beyond the 160 mm.
  • the wood cross-sections of the wood-concrete composite components according to the invention are created and / or made of individual elements in the form of a beam, a screed, a board, a squared lumber, an I-beam, a ladder carrier, a truss girder, a Triangle strut carrier, a plate or formwork any combination of the aforementioned individual elements in the form of multi-part composite cross-sectional shapes, such as Truss girders, triangular girders, I girders, T girders, box girders, multi-skin sheets.
  • the wood components consist of grown solid wood, wood materials and / or wood composites.
  • the entire cross-section variety is conceivable for rod cross-sections from 20/20 mm and for panel thicknesses from 6 mm.
  • connection of the wood-concrete composite components can be made via wood to wood, wood to concrete and / or concrete to concrete.
  • connecting means geometric fit, bonding and / or mechanical connection means are conceivable, which are regulated by the corresponding standards, eg DIN 1052, DIN 18800, DIN 1045 or the relevant specialist literature as prior art.
  • corresponding standards eg DIN 1052, DIN 18800, DIN 1045 or the relevant specialist literature as prior art.
  • some fasteners as metal moldings are able to provide the function of disk formation, anchoring, element coupling, crane attachment and / or corner fitting by the shape of the invention.
  • connection reinforcements in the concrete cross-sections are required here.
  • the composite effect of the wood and concrete sections can be done via a variety of known fasteners. These range from the method of geometric form closure (notch, tenon, offset, toothing, recess) on the adhesive bond (wood-concrete bonding, bonded or glued moldings made of steel and / or plastic) to the mechanical fasteners (screws, nails , Bolts, clips, nail plates, any steel fittings according to standard or the state of the art). As a preferred type of connection, however, the variant of the glued metal moldings has proven to be an efficient and efficient composite effect is achieved. Further information can be found in the General Building Authority Approval of the DIBT with the approval number Z-9.1-557.
  • Figs. 1 to 3 describe three preferred embodiments of the building parts according to the invention.
  • concrete sections 101,201,202,301
  • wood cross sections 110,210,310,311
  • exemplary surface bonds 320
  • screw arrangements (221)
  • geometric serrations 321, 322
  • FIG. 1 shows a component (100) with a concrete slab (101) and, for example, two unilaterally connected wooden cross sections (110).
  • the composite effect between wood and concrete is ensured for example by glued metal moldings (122).
  • Between the wood cross sections (shown here as rafters), for example, mineral insulation (130) in the form of rock wool (131) is inserted.
  • On the wood cross sections (110) a wood soft fiber plate (111) is screwed, which provides a geometric finish and, for example, at the same time represents the plaster base.
  • Installations (140) for example in the form of electric cables (141), are inserted in the concrete slab (101).
  • FIG. 2 shows a component (200) with two concrete slabs (201, 202) and, for example, two internal wood cross-sections (210).
  • the composite effect between wood and concrete is produced for example on the upper side by screws (221) and on the lower side by nail plates (224).
  • non-mineral insulation (230) in the form of cellulose particles (manufacturer: Isofloc) (231) is introduced between the wood cross sections (shown here as bars).
  • Installations (240), for example in the form of heating elements (241), are integrated in the lower concrete slab (202).
  • FIG. 3 shows a component (300) with a concrete slab (301) and, for example, two wooden cross sections (310, 311) arranged on both sides.
  • the composite effect between wood (310, 311) and concrete (301) is ensured on the upper side, for example, by surface bonding (320) and on the underside by, for example, geometric toothing (321) in the form of local wood cutouts (322).
  • plastic foams are injected on the top side as PUR foam (330), while at the bottom between the wood cross sections insulation boards (331) are laid out on the construction site.
  • installations (350) in the form of water and electric lines are inserted.
  • the inner space closure in this case is given by a gypsum board (360), which is one-sidedly adjacent to a vapor barrier (361).
  • the outer component termination is here generated by a cement-bonded chipboard (362), which also acts as a plaster carrier.
  • FIG. 4 shows, by way of example, a combined support situation (440) according to the invention of a wood-concrete composite component (400) in that the loads are partially removed via the wood cross section (410) and the concrete cross section (420).
  • the frontal load introduction (430) takes place here by way of example via at least one perforated steel sheet (431) slotted into the end grain and glued in place. In this case, the composite effect is delivered via appropriately slotted and glued expanded metals (432, 433).
  • FIG. 4 shows a further embodiment according to the invention.
  • the reinforced concrete cross-section (421) acts as a ceiling-identical undercarriage for the wood-concrete composite cross sections (410) connected on both sides - via the frontal load introduction (430,431).
  • connection situation (540) where the load of the wood-concrete composite component (500) is transferred exclusively via the concrete cross-section (520).
  • the load introduction can be done either on the underside (541), on the front (542) or in combination of the above.
  • a corresponding suspension (530) in the form of a nail plate (531) pressed in and affixed on both sides of the wood cross-section in this example allows force transmission from the wood cross-section (510) into the concrete cross-section (520).
  • FIG. 6 shows a connection situation (640), where the load of the wood-concrete composite component (600) takes place exclusively via the wood cross-section (610).
  • the load introduction can be done either on the underside (641), on the front (642) or in combination of the above.
  • a corresponding force coupling (630) in the form of a reinforcing steel (630) glued into the wood allows in this example at the end of the concrete cross section (620) a force transmission with the wood cross section (610).
  • Fig. 7 shows the section through the outer shell of a building (700) in which the entire load-bearing components as prefabricated wood-concrete composite components (701, 702, 703, 760.770) were formed.
  • the concrete sections (711, 712, 713) as plates or discs on arranged inside.
  • the spaces between the outer wood sections (721, 722, 723) are filled here with non-mineral insulating material (731, 732, 733) on the site and thus produce a continuous seamless insulation layer.
  • the wood cross sections in the walls (721, 722) were selected here as conductor supports (741, 742) in order to avoid a thermal bridge within the wood cross sections (721, 722).
  • the walls (701, 702) close with external soft wood fiber boards (750), which also serve as plaster base.
  • the wood cross-sections (723) in the roof (703) are selected here as rafters (724) in conventional form to provide increased load bearing capacity of the roof (703) and to provide the appearance of a "normal roof” -In the roof area (703) was applied a wood-based panel (751), which is complemented by counter battens, battens and roof tiles (not shown here).
  • the lower ceiling element (760) consists of a top-side concrete slab (761) on which, by way of example, underside wooden beam cross-sections (762) are fastened in the composite.
  • the load transfer takes place here in part via the concrete cross section (761: concrete to concrete) and partly via the wood cross section (762: wood to concrete) via corresponding recesses (763) in the wall-side concrete slab (711) in which the wooden beam cross sections (762) protrude ,
  • the openings (764) arranged in the wood cross-section (762) allow the laying of installations.
  • the upper ceiling element (770) consists of a top-side concrete slab (771) on which, for example, underside a wooden slab cross-section (772) in the form of cross-glued board layers (773) in the composite attached (not shown).
  • the load transfer takes place here exclusively via the concrete cross section (771: concrete to concrete).
  • Fig. 8 shows the section through the outer shell of another wood-concrete composite structure (800) by the walls (801, 802), the roof (803) and the lower ceiling (860) are delivered as finished parts to the site.
  • the upper ceiling (870) was here concreted on site as an example on the construction site.
  • the concrete sections (811, 812, 813) are arranged as plates on the outside.
  • the outer wall can be formed, for example, as exposed concrete or be completed by a corresponding coat or surface with paint.
  • the interspaces of the internal wood sections (821, 822, 823) are filled here with non-mineral insulating material (831, 832, 833) on the site and thus produce a continuous insulating layer.
  • the wooden cross sections (821, 822) in the walls (801, 802) are selected here as I-beams (824, 825) in order to avoid a thermal bridge within the respective wooden cross sections (821, 822, keyword: passive house).
  • the wood cross sections (823) in the roof (803) are selected here as a screed (826) to provide increased load bearing capacity of the roof (803).
  • the screed rafters (826) penetrate the concrete disc (812) of the outer wall (802) and thus provide a conventional appearance.
  • horizontally extending wood cross sections (830) can be introduced in the composite, if necessary, in order to possibly cover load peaks.
  • the roofing is done here on bituminous roofing (not shown).
  • the lower ceiling element (860) consists of a top-side concrete slab (861) on which, by way of example, underside wood cross-sections (862) as I-beam (863) in the composite (not shown) are attached.
  • the load transfer takes place partly over the concrete cross section (861: concrete to wood) and partly over the wood cross section (862: wood to wood) via a beam shoe (865) in the end wall (831) running on the wall side.
  • the opening (864) arranged in the wood cross-section (862) allows the installation of installations.
  • the upper ceiling element (870) consists of an upper-side precast concrete slab (871) which is shear-resistant here by subsequent Betonverguss in appropriate openings / recesses in the factory and / or on the construction site with the underside wood panel cross section (872) in the form of board stacks (873) (eg - By glued plastic moldings: not shown here) are connected.
  • the load is transferred exclusively via the concrete cross section (871: concrete to wood). This is made possible by steel moldings screwed into the wood and anchored in the concrete (874: as T-profile).
  • the above-described suspension (875) also allows the wood cross section (872) to end at a distance from the wall (875), thus allowing an installation channel (876).
  • the entire interior (such as exposed concrete, wallpaper, ceiling heating, wall heating, ventilation, air conditioning, floating screed, dry, tile, carpet ...) is made according to the generally accepted rules of architecture and is not shown here.
  • Fig. 9 shows an example of a building in which the essential structural elements are created in wood-concrete composite construction.
  • the roof element (910) and the wall element (920) are here shown as an inner concrete slab (911,921) with non-positive connection to the outer wooden beams (912,922). Between the individual wood sections (912.922) appropriate Dämmlagen (913.923) are inserted. Surprisingly, it has been found that the roof element (910) is also excellent as a ceiling element (not shown here) is suitable.
  • the inner concrete slab (911) would preferably be made in exposed concrete quality and equipped with a correspondingly higher tensile reinforcement (not shown here).
  • the wall element (930) in the area in contact with the earth is here as an external concrete slab (931) with non-positive connection to the internal wooden slabs (932).
  • a corresponding structural seal (not shown here) can be realized on the concrete slab (931).
  • the concrete has been designed as water-impermeable concrete, so that a structural waterproofing would not be required.
  • the lowest ceiling or in the further course also floor slab (940) is designed as a double-shell wood-concrete composite finished part. It consists of 2 concrete slabs (941,942) which are interlocked by intervening wooden cross-sections (943) (see for example Fig. 2).
  • the wood cross sections (943) are here preferably designed as truss girders or triangular strut girders (technical terms from timber construction, not shown here) in order to simultaneously deliver high thermal insulation (keyword: reduction of the thermal bridge within the timber cross section - passive construction). Between the individual wood sections (943) and in the openings of the truss girder or Triangle strut carrier mineral insulation (944) is inserted.
  • the overlying ceiling (950) is here exemplified in Ortbetonvon with a top-side concrete slab (951) and running below wood ribs (952) made of wood-concrete composite construction.
  • a ceiling-level reinforced concrete beam (955) is used in conjunction with laterally connected wood ribs (e.g., 952) (see, e.g., Fig. 4).
  • the wood ribs (952) made of glued laminated timber and the concrete cross sections (951, 955) are created in visual quality.
  • Another embodiment of this ceiling consists in a much later stage of expansion, in which between the individual wood sections (952) insulation (953) is arranged.
  • a three-layer panel (954) was chosen here, which was screwed on the wooden cross-sections (952) in visual quality.
  • the ascending wall section or column cross-section (960) is shown as a single-shell concrete cross-section (961) with softwood timber (962,963) arranged on both sides in a composite action.
  • the opposing squared timbers (962,963) are oppositely arranged.
  • This surprisingly increases the stabilization of the intermediate concrete cross section (961) and thereby improve the load capacity.
  • an insulation (964) with subsequent plasterboard planking (965) available as a wallpaper carrier. Not shown are the installations in the respective isolation levels (964).
  • the support-like wall section (960) serves here as a support-width-reducing element for the overlying wooden beam ceiling of the loft
  • the left outer wall (970) is shown as a single-shell concrete slab or disc (971) with double-sided composite timber (972,973) made of softwood.
  • the opposing squared lumbers (972 and 973) are offset relative to one another.
  • the thermal insulation properties of the overall structure can be increased (no continuous thermal bridge given by opposing square timbers, keyword: passive house) and the buckling resistance of the concrete slab (971) improved.
  • an insulation (976) with adjoining cement-bonded chipboard (977) as a plaster base is present on the outside of the wall (970).
  • insulation boards (974) followed by plasterboard (975) designed as a wallpaper support are not shown.
  • various installations e.g., electric wires, water pipes
  • the left roof element (980) is shown here as an external concrete slab (981) with internal wood cross section (982) as a wood-concrete composite element. Between the individual wood sections (982) appropriate Dämmlagen (983) are inserted. The inner roof provides a vapor barrier (984), which was inserted between wood cross section (982) and wooden formwork (985).
  • Fig. 10 shows by way of example some connecting elements which are preferably used for an application of the article according to the invention.
  • corresponding concrete anchors (1010) in the form of composite anchors or expansion anchors, two individual elements can be connected to one another with a force fit.
  • flat iron (1011) By placing and screwed flat iron (1011), at least two or more individual elements (here: 1030, 1032, 1034) can be positively locked in notch points connect.
  • patch angle iron (1012) in conjunction with corresponding adhesive core are also suitable for high power transmission.
  • prefabricated steel moldings (1013,1014) can be used in appropriate recesses (1040,1041) and initiate significant loads selectively with the appropriate anchoring plates (1050, 1051,1052,1053,1054,1055) inserted in the concrete sections and pass on.
  • the force transmission between the steel moldings (10'13,1014) and the anchoring plates (1050,1051,1052,1053,1054,1055) is preferably carried out by screwing, gluing and / or welding.
  • the steel molding (1013) serves as an example for the coupling of 2 wall elements (1030, 1031).
  • the connecting means has already been factory-fixed to the wall element (1031) as a steel shaped part (1013), so that only the screwing or welding to the anchor plate (1051) of the wall element (1030) was required on the construction site.
  • the steel molding (1013) was designed so that it also serves as a mounting hook for the wall element (1031)
  • the steel molding (1014) serves as an example for the coupling of two wall elements (1031, 1035) with two ceiling elements (1032, 103).
  • the steel mold part (1014) was already connected to the ceiling element (1032) at the factory, so that only the screw connection with the further ceiling element (1033) and the two wall elements (1031, 1035) was required on the construction site.
  • the molded steel part (1014) was designed to also serve as a mounting hook for the ceiling element (1032).
  • the steel mold part (1014) has 4 holes (1060) to provide bolting to the anchoring plates (1052, 1053, 1054, 1055). Another application is to weld the steel mold part (1014) to the adjacent anchor plates (1052, 1053, 1054, 1055).
  • FIG. 10 shows an example of how 5 concrete sections (1030,1031,1032,1034,1035) by appropriate recesses (1071,1072,1073) with subsequent encapsulation non-positively and positively connected with each other.
  • reinforcement iron (1080,1081,1082,1083,1084), which are coupled to each other at the construction site by appropriate reinforcement allowances (not shown here) and with be cast according to fastabbindendem concrete mix.
  • connection technique consists in the surface bonding (1090) of at least one composite surface between the wood cross sections and / or concrete sections with each other or with each other.
  • An exemplary embodiment of this connection technique consists in the surface bonding or mortar bed (1090) of the concrete sections (1031, 1032, 103) with each other.
  • connection consists in the coupling of the wooden components.
  • FIG. 11 shows by way of example a single component which consists of a prefabricated wood cross section (1110) by way of example as a triangular strut binder (1111) and a prefabricated concrete cross section (1120).
  • the prefabricated concrete cross-section (1120) has at least one opening (1140), which allows a composite action to the wood cross-section (1110).
  • at least one connecting means (1130) is fixed by adhesive technique, which projects into the opening (1140) of the prefabricated concrete cross-section.
  • the potting (1141) of the opening (1140) at any time in the factory, during transport or on the construction site then generates the desired composite effect between the wood cross section (1110) and the concrete cross section (1120).
  • connection variants (1130, 1150) are executed as a single approach.
  • the central wood-concrete composite element can be used as an example as a bridge, ceiling, wall, support, roof, carrier.
  • the invention also includes the contents of the following paragraphs:
  • wood-concrete composite elements (100, 200, 300, 400, 500, 600, 701, 702, 703, 760, 770, 801, 802, 803, 860, 870, 910, 920, 930, 940, 950, 960, 970, 980, 1030, 1031, 1032, 1033, 1034, 1035, 1100) according to the preceding paragraph wherein the individual components at least partially from prefabricated wooden components (773,952), Concrete components (871) and / or wood-concrete composite prefabricated parts (870, 1030, 1030 ', 1031, 1032, 1034, 1035) exist, which are then completed in the factory or later on the site with concrete grout.
  • Structures of wood-concrete composite elements (100, 200, 300, 400, 500, 600, 701, 702, 703, 760, 770, 801, 802, 803, 880, 870, 910, 920, 930, 940, 950, 960, 970, 980, 1030, 1031, 1032, 1033, 1034, 1035, 1100) according to one or more of the preceding paragraphs, wherein between the wood cross sections (110,210,310, 311,410,510,610,721,722,723,821,822,823,912,922,943,952,962,963,972, 973,982) insulation (130,230,330,331,731,732,733,831,832,833) and / or installations (350) in the factory and / or on site can be introduced.
  • Wood-concrete composite elements (100, 200, 400, 400, 500, 600, 701, 702, 703, 760, 770, 801, 802, 803, 860, 870, 910, 920, 930, 940, 950, 960, 970, 980, 1030, 1031, 1032, 1033, 1034, 1035, 1100) according to one or more of the preceding paragraphs, these being used by way of example in residential buildings, commercial buildings, Industrial buildings, sports facilities, factories, parking garages, stadiums, towers, bridges can be used as creative and / or sustainable components.
  • Wood-concrete composite elements (100, 200, 400, 400, 500, 600, 701, 702, 703, 760, 770, 801, 802, 803, 860, 870, 910, 920, 930, 940, 950, 960, 970, 980, 1030, 1031, 1032, 1033, 1034, 1035, 1100) according to one or more of the preceding paragraphs, wherein the timber component (110, 210, 310, 311, 410, 510, 610, 721, 722, 723, 762, 772, 821, 822, 823, 862, 872, 912, 922, 932, 943, 952, 962, 963, 972, 973, 982, 1110) as one-piece cross sections, such as Beams, rafters, binders, plates, discs, planks and / or multi-section cross-sections, such as e.g. Truss girders, truss braces, I-girders

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Building Environments (AREA)
EP06016424.1A 2006-01-13 2006-08-07 Construction faite de pièces individuelles Active EP1808538B1 (fr)

Priority Applications (5)

Application Number Priority Date Filing Date Title
DE112007000593T DE112007000593A5 (de) 2006-01-13 2007-01-12 Bauwerk aus Einzelbauteilen
AU2007204470A AU2007204470B2 (en) 2006-01-13 2007-01-12 Construction made of individual components
US12/160,622 US8590239B2 (en) 2006-01-13 2007-01-12 Construction made of individual components
PCT/DE2007/000062 WO2007079739A2 (fr) 2006-01-13 2007-01-12 Ouvrage constitué de parties individuelles
CA2636830A CA2636830C (fr) 2006-01-13 2007-01-12 Ouvrage constitue de parties individuelles

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DE202006000593U DE202006000593U1 (de) 2006-01-13 2006-01-13 Bauwerke in Holz-Beton-Verbundbauweise

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EP1808538A2 true EP1808538A2 (fr) 2007-07-18
EP1808538A3 EP1808538A3 (fr) 2007-08-08
EP1808538B1 EP1808538B1 (fr) 2016-07-13

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AU (1) AU2007204470B2 (fr)
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202022100187U1 (de) 2022-01-13 2023-04-14 B. Lütkenhaus GmbH Wand- oder Deckenelement mit Holzstegen

Families Citing this family (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007002784A1 (de) * 2007-01-18 2008-07-31 Com-Ing Ag Holz-Beton-Verbundtragwerk
DE102007011557A1 (de) * 2007-02-27 2008-09-04 Jens Döring Vollgeschoßgebäude mit großen, flachen, freitragenden Gewölbe aus filigranen Stahlbetonfertigteilelementen, zu einem gesamt geschlossenen, homogenen und dichten Baukörper
DE102007010922A1 (de) * 2007-03-05 2008-09-11 Bautevent Gmbh Betondeckenkonstruktion
DE202008014320U1 (de) * 2008-10-28 2009-01-15 Bathon, Leander, Prof. Dr. Bauteil
DE202010000234U1 (de) 2010-02-22 2010-06-02 Menzel Beton-Bausysteme Gmbh Verbindungssystem zum Herstellen von Wänden, speziell für die Fertigteilbauweise
EP3201405B1 (fr) * 2014-09-30 2023-02-08 Université Laval Système intégré, son raccord et son procédé de fabrication
NL2015225B1 (nl) * 2015-07-24 2017-02-03 B M Verboom Beheer B V Bouwkundige constructie, gebouw en werkwijze.
CH713461B1 (de) * 2017-02-15 2020-09-15 Schaefer Ingenieur Ag Holz-Beton Verbundelement mit Plattenaussparung.
CN206859406U (zh) * 2017-05-15 2018-01-09 丰和营造集团股份有限公司 一种自保温房屋结构
WO2018212641A1 (fr) * 2017-05-15 2018-11-22 Preciado Bayardo Francisco Javier Structure préfabriquée formée d'un panneau coupe-feu imperméabilisant, d'un panneau de planches et d'une ossature en matériaux essentiellement renouvelables
US20180347191A1 (en) * 2017-06-01 2018-12-06 9360-4742 Quebec Inc. Prefabricated concrete slab floor and method of fabricating the same
DE102018002035A1 (de) * 2017-12-14 2019-06-19 Friedrich UG Verbundsysteme (haftungsbeschränkt) Gebäudewand-Modul und Gebäudewand mit Gebäudewand-Modulen
AU2019338428A1 (en) * 2018-09-10 2021-04-15 Hcsl Pty Ltd Building panel
BE1028781B1 (nl) * 2020-11-09 2022-06-07 Katoen Natie Art Logistics Nv Verbeterde muurisolatie voor opslagruimte met klimaatbeheersing
SE545515C2 (en) * 2021-04-13 2023-10-03 Klara 500/1 Ab A prefabricated construction foundation element, a method for manufacturing said foundation element and a method for building a construction foundation

Family Cites Families (31)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1666061A (en) * 1928-04-10 Thomas j
US872726A (en) * 1906-11-16 1907-12-03 Charles Benedict Grady Floor-slab.
US1183594A (en) * 1908-07-29 1916-05-16 Roy H Robinson Method of forming composite floor construction.
US983699A (en) * 1909-05-28 1911-02-07 John A Ferguson Concrete structure.
US1781517A (en) * 1927-07-15 1930-11-11 John L Mckeown Expansion bearing
US2113875A (en) * 1937-02-04 1938-04-12 Clark Rankin Hollow wall
US2211667A (en) * 1939-08-24 1940-08-13 Moesly William Joists and structural connections thereto
US3105252A (en) * 1960-08-24 1963-10-01 Merriman Bros Inc Slidable and rotatable bearing support
IE31993B1 (en) * 1968-03-22 1973-03-07 Clyne Hugh Mary Improvements in reinforced concrete building frame construction
FR2578276B1 (fr) * 1985-03-01 1988-06-03 Rech Etudes Tech Element de construction en beton, notamment element de plancher, et procede pour sa fabrication
CH678959A5 (fr) * 1989-12-04 1991-11-29 Hilti Ag
US5634308A (en) * 1992-11-05 1997-06-03 Doolan; Terence F. Module combined girder and deck construction
CH687397A5 (fr) 1992-11-14 1996-11-29 Bettex Fabienne Plancher mixte bois-beton.
FR2702236B1 (fr) * 1993-03-03 1995-08-04 Gauthier Daniel Element de construction composite bois-beton.
CH687213A5 (de) 1993-04-21 1996-10-15 Silvatech Ag Plattenartiges Bauelement sowie Verfahren und Vorrichtung zu seiner Herstellung.
DE9319497U1 (de) * 1993-12-18 1994-03-03 Bathon, Leander, Dr., 63768 Hösbach Eine Verbindung von Holzwerkstoffen und Werkstoffen jeder Art mit Hilfe von Klebern
US5660492A (en) * 1993-12-18 1997-08-26 Bathon; Leander Coupling for wood structural members
DE4445108C2 (de) 1994-12-19 1997-06-05 Ltg Lufttechnische Gmbh Umsetzvorrichtung für Güter, insbesondere Dosen
DE29614829U1 (de) 1996-08-26 1996-10-24 Blechform Metallbau GmbH, 29313 Hambühren Modulhaus
US5809722A (en) * 1997-02-06 1998-09-22 Keith M. Wright Girder supported reinforced concrete slab building structures with shearing connectors, and methods of constructing the building structures and connectors
DE19805088A1 (de) 1998-02-09 1999-08-19 Hescheler Wand- und Deckenelement
DE29803323U1 (de) 1998-02-25 1999-07-15 Nickel, Bernhard, 82140 Olching Montage-Bausystem für ein modulares Holzhaus
DE19808208A1 (de) 1998-02-27 1999-09-02 Fischer Artur Werke Gmbh Verbindungselement zum Verbinden von Holz und Beton
DE19818525B4 (de) 1998-04-24 2004-11-25 Bauer, Werner, Dipl.-Ing. Holz-Beton-Verbundelement
JP2976023B1 (ja) * 1998-05-14 1999-11-10 博 稲葉 複合建材及びその製造方法
WO2003021042A1 (fr) * 2001-08-30 2003-03-13 The Penn State Research Foundation Systeme de fixation de plancher en bois et procede d'installation
AT5773U1 (de) 2001-09-06 2002-11-25 Pirnbacher Georg Ing Holzbetonverbundbauteil
DE20119279U1 (de) 2001-11-28 2002-04-11 Bauer Werner Verankerungsstelle zur Befestigung von flachen Verbindungsbauteilen in aushärtenden Baustoffen
DE20210714U1 (de) 2002-07-10 2002-11-21 Bauer Werner Holz-Beton-Verbundelement mit integriertem Klimaelement
ITBO20030046A1 (it) * 2003-02-03 2004-08-04 Coperlegno Srl Elementi prefabbricati per la realizzazione di solai pavimenti
DE10351989A1 (de) * 2003-10-23 2005-06-09 Bathon, Leander Holz-Beton-Verbundsysteme aus Holzbauteilen, Zwischenschichten und Betonbauteilen

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
HAKAN BJORKMAN: "Precast concrete production, handling and erection", RILEM TC 111 CST MEETING, 10 October 1990 (1990-10-10), pages 1 - 13, XP003019570

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202022100187U1 (de) 2022-01-13 2023-04-14 B. Lütkenhaus GmbH Wand- oder Deckenelement mit Holzstegen

Also Published As

Publication number Publication date
AU2007204470B2 (en) 2013-06-20
CA2636830C (fr) 2014-03-25
EP1808538A3 (fr) 2007-08-08
DE202006000593U1 (de) 2006-05-18
DE112007000593A5 (de) 2008-12-11
US20100293867A1 (en) 2010-11-25
CA2636830A1 (fr) 2007-07-19
US8590239B2 (en) 2013-11-26
AU2007204470A1 (en) 2007-07-19
EP1808538B1 (fr) 2016-07-13

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