EP0180667A1 - Vorgefertigte Baueinheiten und Gebrauch im Hochbau - Google Patents

Vorgefertigte Baueinheiten und Gebrauch im Hochbau Download PDF

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Publication number
EP0180667A1
EP0180667A1 EP84201602A EP84201602A EP0180667A1 EP 0180667 A1 EP0180667 A1 EP 0180667A1 EP 84201602 A EP84201602 A EP 84201602A EP 84201602 A EP84201602 A EP 84201602A EP 0180667 A1 EP0180667 A1 EP 0180667A1
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EP
European Patent Office
Prior art keywords
wires
elements
modules
distance
module
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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
EP84201602A
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English (en)
French (fr)
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EP0180667B1 (de
Inventor
Silvano Casalatina
André de Schutter
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SISMO INTERNATIONAL PVBA
Sismo International
Original Assignee
SISMO INTERNATIONAL PVBA
Sismo International
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by SISMO INTERNATIONAL PVBA, Sismo International filed Critical SISMO INTERNATIONAL PVBA
Priority to AT84201602T priority Critical patent/ATE72858T1/de
Priority to EP84201602A priority patent/EP0180667B1/de
Priority to DE8484201602T priority patent/DE3485525D1/de
Priority to OA58717A priority patent/OA08317A/xx
Priority to IN867/MAS/85A priority patent/IN166811B/en
Priority to AU49226/85A priority patent/AU585542B2/en
Priority to NZ228852A priority patent/NZ228852A/xx
Priority to HU854208A priority patent/HU213764B/hu
Priority to IL76915A priority patent/IL76915A/xx
Priority to EG70785A priority patent/EG18030A/xx
Priority to MA20789A priority patent/MA20564A1/fr
Priority to FI854363A priority patent/FI82520C/fi
Priority to PH33016A priority patent/PH26627A/en
Priority to UA3973324A priority patent/UA7199A1/uk
Priority to BG72297A priority patent/BG49725A3/xx
Priority to SU3973324A priority patent/SU1561829A3/ru
Priority to DZ850244A priority patent/DZ858A1/fr
Priority to IE277185A priority patent/IE58437B1/en
Priority to SI8511741A priority patent/SI8511741B/sl
Priority to BR8505723A priority patent/BR8505723A/pt
Priority to YU174185A priority patent/YU47132B/sh
Priority to TR45565/85A priority patent/TR23187A/xx
Priority to CN85108069A priority patent/CN1006727B/zh
Priority to MX553A priority patent/MX162285A/es
Priority to KR1019850008369A priority patent/KR900008987B1/ko
Priority to JP60250581A priority patent/JPS61155529A/ja
Priority to ES548732A priority patent/ES8708154A1/es
Priority to ZA858612A priority patent/ZA858612B/xx
Publication of EP0180667A1 publication Critical patent/EP0180667A1/de
Priority to US07/047,555 priority patent/US4864792A/en
Priority to MYPI87001593A priority patent/MY101364A/en
Priority to US07/700,093 priority patent/US5163263A/en
Application granted granted Critical
Publication of EP0180667B1 publication Critical patent/EP0180667B1/de
Priority to HRP920603AA priority patent/HRP920603A2/hr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • D—TEXTILES; PAPER
    • D06—TREATMENT OF TEXTILES OR THE LIKE; LAUNDERING; FLEXIBLE MATERIALS NOT OTHERWISE PROVIDED FOR
    • D06M—TREATMENT, NOT PROVIDED FOR ELSEWHERE IN CLASS D06, OF FIBRES, THREADS, YARNS, FABRICS, FEATHERS OR FIBROUS GOODS MADE FROM SUCH MATERIALS
    • D06M13/00—Treating fibres, threads, yarns, fabrics or fibrous goods made from such materials, with non-macromolecular organic compounds; Such treatment combined with mechanical treatment
    • D06M13/322—Treating fibres, threads, yarns, fabrics or fibrous goods made from such materials, with non-macromolecular organic compounds; Such treatment combined with mechanical treatment with compounds containing nitrogen
    • D06M13/44—Treating fibres, threads, yarns, fabrics or fibrous goods made from such materials, with non-macromolecular organic compounds; Such treatment combined with mechanical treatment with compounds containing nitrogen containing nitrogen and phosphorus
    • 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
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/842—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf
    • E04B2/845—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf the form leaf comprising a wire netting, lattice or the like
    • 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
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8658—Walls made by casting, pouring, or tamping in situ made in permanent forms using wire netting, a lattice or the like as form leaves
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0636—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts
    • E04C5/064—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts the reinforcing elements in each plane being formed by, or forming a, mat of longitunal and transverse bars

Definitions

  • the invention relates to improvements made to prefabricated modules, in particular for use in building, comprising a group of flat elements made of light material and a plurality of welded steel wire trellises, extending in a longitudinal direction and welded to a series of transverse wires welded to the trellis, and support flat elements made of light material.
  • a prefabricated module of this kind in which the trellises comprise longitudinal wires and distance wires which define sections into which the elements made of light material are introduced, is known.
  • the elements form two panels used as lost formwork for a reinforced concrete pour. Resistance to tensile and shear forces is ensured by a steel wire frame embedded in the concrete pour.
  • a structure intended for construction made using modules of this kind is strong, light, inexpensive and, on the whole, quick to assemble.
  • the reinforcements in the empty spaces between two panels of the formwork do not have a well-defined position. This obliges the producer of the structure to use rather high safety coefficients.
  • the known module must, moreover, be dimensioned for the specific use.
  • the elements of light material and the trellis used for the load-bearing walls have respectively a section and a shape different from those used for the ceilings, the beams and the other horizontal structures. This obliges either the supplier or the construction site to stock different types of trellis and elements in light material, which weighs on the overheads.
  • horizontal structures, before casting, require the use of temporary formwork for pouring concrete and props which lengthen the execution times of such a structure.
  • the technical problem underlying the present invention is the production of light and relatively inexpensive prefabricated modules which allow easy and rapid formation of reinforcements intended for concrete pouring and which can be used indifferently for load-bearing structures, ie with vertical development. , or with horizontal development.
  • This problem can be solved by the prefabricated module according to the invention, a module which is characterized by at least one pair of parallel positioning bars in the longitudinal axis of the trellis and placed between the wires of a pair of longitudinal stop wires. of the trellis, in order to maintain the reinforcements (31, 33) of the reinforced concrete casting in predetermined positions in the space delimited by the elements made of light material.
  • the prefabricated module represented by the reference (10) (Fig. 1 - 2 and 3), comprises a three-dimensional reinforcement (11), formed of welded metal wires, and flat elements (12) made of light and / or heat-insulating material, maintained on each side of the frame (11) so as to produce at least one continuous panel (13).
  • the same module (10) can be used, either for load-bearing structures with vertical development (14), or for load-bearing structures with horizontal development (15).
  • the frame (11) comprises a series of lattices (16), equal to each other, substantially planar and of rectangular shape elongated in the longitudinal axis (17).
  • the trellises (16) are arranged, one opposite the other, perpendicular to the panel (13) and are held firmly in their respective positions by means of a double series of transverse wires (18).
  • the length of the wires (18) is equal to the length L of the modules themselves.
  • the axes (17) of the trellises (16) are vertical in the structures (14) and horizontal in the structures (15).
  • the transverse wires (18) are, on the other hand, horizontal and parallel to the surface (13), which is vertical in the structure (14) and horizontal in the structure (15).
  • Each trellis (16) is obtained by welding several pairs of longitudinal wires (4, in Figure 1) (21-1, 22-1, 23-1, 24-1, 23-2, 24-2, 22-2 , 21-2) close together and parallel to the axis (17), with perpendicular distance wires (25) entered between them and arranged in a constant pitch.
  • the two wires (21-1, 21-2) are the outermost wires of the trellis (16) and the distance entered between them determines the thickness TM of the module (10); the two wires (24-1 and 24-2) are the innermost wires and the wires (22-1, 22-2, 23-1, 23-2) are interior with respect to the wires (21-1, 24 -1, 21-2, 24-2).
  • the complete reinforcement (11, modules (10) and (26) is obtained by welding the transverse wires (18) to the longitudinal wires (21-1, 22-1) so that the corresponding distance wires (25 ) different trellises (16 and 27) can be found in the same planet perpendicular to the planes of the longitudinal wires (21 - 24) and the transverse wires (18).
  • a particularly effective method for producing three-dimensional reinforcements comprising longitudinal wires , distancing wires and transverse wires is described in European patent application No. 84870056 filed on 24/4/1984 by SISMO INTERNATIONAL pvba, holder of this request.
  • the prefabricated modules (10, 26) - ( Figures 1, 11a and 11h) normally use elements in expanded polystyrene, of the same thickness Tb and width Wb ( F ig. 2), independently of the particular use of the module itself.
  • the length Lb of the elements (12) is generally equal to the width L of the module (10 -26).
  • the longitudinal wires (21, 24 and 29 ⁇ define, with the distance wires (25), simple support locations (70) for a flat element (12) and for two flat elements (12), while the double support locations (71) define separation zones (72), inside the module, and two end zones (73) in the outermost parts.
  • the interaxis of the locations (70 - 71) and zones (72 and 73) is equal in each module regardless of the thickness and use of the module itself.
  • the interaxis P the longitudinal son (22-1 and 23-1) and son (22-2 and 23-2) (Fig. 2) of the location s of simple support (70) is substantially equal to the thickness Tb of the elements (12), plus the diameter of the wires, while the interaxis between the wires (24-1 and 24-2) of the double support locations (70) and between the wires (24-1 and 28 -1) as well as between the wires (24-2 and 28-2) of the trellis (27) is substantially equal to twice the interaxis Pl.
  • interaxis Ps, between the wires (21-1 and 22-1, 23-1 and 24-1) of two end zones (73) and between the wires (21-2 and 22-2, 23- 2 and 24-2, 28-1 and 28-2) of the separation zones (72) is equal to 1/4 Pl.
  • each module will have a determined thickness equal to the sum of the interaxes of the N single locations, M double locations (71) and each module will have a thickness determined by the sum of the interaxes of the N single locations, M double locations, N + ( M -1) distances between the wires of the separation zones (72) and distances between the wires of the two terminal zones (73).
  • a PS interaxis of 1 cm. We obtain standardized modules of 15, 20, 25, 30 and 35 cm., Including the modules of 20, 30 and 35 cm. are visible in Figures 2, llb and llg. The other modules can be easily obtained by a padequabe combination of locations N and M and a section of the distance wires (25; 35 cm modules.
  • the parts of the lattice that remain after the 15, 20 and 25 cm modules have been cut. can usefully be used to make partitions of various thicknesses in the building. In this way, this simple type of trellis can give rise in substance to all the modules necessary in the building by losing only small pieces of wire (25).
  • the interaxis Pd between the spacing wires (25) of the trellises (16 and 27) is substantially equal to four times the interaxis 21 minus two wire diameters and equal to the width Wb of the elements (12).
  • Figures 11a and 11h show that it is possible to arrange the elements (12) in different places of the trellis.
  • the space delimited between the elements (12) can be freely used as a reinforcement for one or more concrete flows of different thicknesses, or as an empty chamber.
  • the separation zone (72), between two contiguous insulating layers, can be used as an anti-condensation zone.
  • each element (12) is inserted, according to the destination of the module (16, 26), between the distance wires (25), and this in the locations (70) between the longitudinal wires. (22 and 23) and, in pairs, in the locations (71) between the wires (24-1 and 24-2) of the trellis (16), or even between the wires (24-1 and 28-1) and between the wires (24-2 and 28-2) trellises (27).
  • the insertion of the elements (12) between the wires of the frame is facilitated by the flexibility of the steel wires and of the light material from which the elements (12) are formed.
  • the elements (12) occupy only the space delimited by the two pairs of longitudinal wires (22-1, 23-1 and 22-2, 23-2) of each succession of trellis (16 and 26).
  • the spaces I 1 and I 2 can be used as lost formwork for a reinforced concrete pour (32).
  • the pairs of wires (24-1, 24-2 and 28-1, 28-2) are embedded in the casting and favor the positioning of the horizontal concrete reinforcing bars (31) of a reinforcement for a concrete casting (32) , while at the same time preventing the concrete bars (31) from approaching the concrete bars (12) and thus being deprived of the concrete covering.
  • the modules (10, 26) are assembled together by means of small horizontal scales (35) also made of welded steel wires.
  • the small scales (35) are provided with transverse wires (36), with distance spacing (I 1) and with distance spacing wires (37) having a pitch equal to half the pitch of the trellis (16, 27).
  • the small scales (35) are inserted under a slight constraint, in the spaces (I 1) of the trellis (16) between the wires (24-1 and 24-2) or, in pairs, between the spaces of the trellis (27) , between the longitudinal wires (24-1, 28-1 and 24-2, 28-2).
  • the aim of the small scales (35) is to align exactly several modules (1 0 , 26) and to constitute precise positioning elements for vertical concrete irons (33) of the reinforcement of the reinforced concrete (32).
  • small ladders (35) can be made with transverse wires (36) dimensioned so as to withstand the forces perpendicular to the panel (13), thus relieving the function of concrete irons (31).
  • the longitudinal wires (30) of the small ladders (35), abutting against the wires (24-1 and 24-2) of the trellises (16 and 27) ensure that the concrete irons (33) are at a distance like panels (13 and 30) to allow the concrete irons (33) to be well surrounded by the concrete pouring, thus guaranteeing the best grip of the concrete with its reinforcement.
  • the distance wires (37) also ensure the correct vertical positioning of the concrete irons (33).
  • the elements (12) (Fig. 5 and 6) continuously occupy only the space between the wires (22-1 and 23-1) of the lower part of the trellis according to the Figure 3, so as to form the only panel (13).
  • the space between the other wires is partially occupied by a group (48) of elements (12) superimposed according to their side of greater dimension Wb.
  • the groups (48) are separated by longitudinal interconnection spaces (41) which are used as formwork for the pouring of concrete (32).
  • the formwork for concrete pouring can be delimited by thin insulating elements (63) resting on the distance wires (25) next to the spaces 'interconnection (41) in the support spaces (71), thereby saving a remarkable amount of insulation.
  • the concrete abutment (32) is spread over the highest elements (12) and covers the longitudinal wires (21-2) and the transverse wires (18). This part forms an upper ceiling (42) of thickness Tp + Ps and is provided with lower ribs (43) of width equal to Wb or multiples of Wb and which occupy the interconnection spaces (41).
  • ribs (43) of the concrete casting are embedded steel sections, for example of high grip bars (44), which are held by stop wires (24-1).
  • the number and the cross-section of the bars (44) are calculated so as to withstand the tensile forces in the lower part of the structure (15). If necessary, other parts of the bars (44) will bear on the wires (21-1) to consolidate the ceiling, in order to resist the tensile stresses of the upper parts of the construction.
  • the elements (12) In ceilings which require a transverse reinforcement, in addition to the longitudinal reinforcement, the elements (12) (Fig. 8) have a length Lr less than the length Lg of the ceiling and are arranged in superposition so as to define insulated parts (47) projecting from the bottom panel (13) and which delimit, in addition to the longitudinal spaces (41), also the transverse spaces (45) also intended to receive steel bars (46) and a casting of concrete which will constitute the transverse ribs of the ceiling (42).
  • the number of sections (49) is calculated so that these sections resist all stresses on the entire ceiling.
  • a standard UNI 725-726 profile was used, the cross section of which is 80 mm high. and a width of 42 mm.
  • the profile is introduced into the location (71) in the direction of its smallest dimension to avoid all obstacles due to possible alignment errors of the different trellises.
  • the profile is then turned 9 0 degrees, until it is placed in the position according to fig. 14.
  • the flexibility of the wires (24-1 and 23-2) makes it possible to obtain the space necessary for such a rotation. Even in this case, the necessary span is obtained by the cotouage of the modules and an adequate length of the profile (75).
  • the reinforcing profiles and in particular the double-T profiles, allow the pre-assembly of the ceiling or of a wall at work, that is to say before their placement and the possible pouring of concrete.
  • the various modules (10, 26) (Fig. 15), intended to form ceilings, are supported on a reference plane.
  • the profiles (75) are inserted into the spaces (71) of the adjoining modules and their length is chosen so as to allow the ends of the profiles to protrude from the modules by a length substantially equal to the thickness of the vertical structure with which the ceiling must be assembled.
  • the concrete layer (76) is further vibrated to ensure good penetration of the concrete into the area between the base of the profile (75) and the panel (13).
  • the pre-assembly of the other ceilings can be carried out using the previously assembled ceiling as a support base with the help of an appropriate leveling surface, supported by wires (18) from the ceiling located below.
  • the installation of the preassembled ceiling will be carried out after the setting time of the concrete pour (76).
  • This ceiling is light due to the limited thickness of the reinforced concrete used and it is self-supporting thanks to the beams of which it is a part.
  • this ceiling requires no complex scaffolding since it is enough to have a few support beams and some corresponding support.
  • the ceiling itself can be completed with an additional concrete pour (77) superimposed on the pour (76).
  • additional concrete pour (77) As an alternative to pouring concrete, it is possible to use material for light filling, such as cellular cement, etc.
  • This kind of ceiling is of reduced thickness and low specific weight.
  • the diagram in fig. 14 refers to a thick insulated ceiling of the order of 15 cm., particularly advantageous for covering large industrial structures.
  • the pre-assembly can also be obtained using different types of profiles, for example with tubular profiles of circular, rectangular section, or other shapes, capable of withstanding all the stresses to which the structure is subjected.
  • tubular profiles allow the realization of conduits for electric cables, for pipes of hydraulic installations or air conditioning.
  • connection modules (50) (Fig. 3 and 9), comprising a limited number (three or four) of lattices (16, 26) arranged in the crossover zone between the two structures, so that the trellises (16, 26) are arranged horizontally and the wires (18) are arranged vertically.
  • the modules (50) are of similar structure to the modules (10 and 26), but the elements (12) are arranged vertically (four), their length being equal to the thickness of the structure (15) and occupying only the area the more exterior of the module, so as to constitute a formwork element retaining the concrete pour (32).
  • connection between the modules (10, 26) and the modules (50) is carried out in a very simple manner with folded U-shaped bars (55) which hold the modules together.
  • the panel (13) can be used as a ceiling.
  • the double support (71) remains empty and can be used to allow passage electric cables, hydraulic equipment, or air ducts, and parts of the panel (13) and support wires can be cut to allow the supports (71) to receive lighting equipment.
  • the steel wires are zinc-plated against oxidation and have a diameter of 2.2 mm.
  • the width Wb of the elements (12) is 154 mm.
  • the thickness Tb is 38 mm.
  • the distance between the trellises (16 and 27) is 98 mm.
  • the pitch of the transverse wires (18) is 78 mm.
  • the horizontal structures (15), derived from the modules (10), have a ceiling (42) in which Tp is 5 cm., For a total thickness of 25 cm., So as to achieve spans reaching 6 m.
  • the terminal space (73) between the wires (21-1 and 22-2) and the panel (13) is filled with a coating
  • the space between the panel (30) and the wires (21-1 and 22- 2) of the vertical structure (14) is treated in the same way.
  • Two or more modules (10, 26) of a structure (14) can be easily assembled by their end edge by inserting one or more small ladders (35) in the spaces (I 1), in view to achieve a good alignment of the modules.
  • the wires (21-1, 21-2) which are present on the edges of the modules are assembled by means of a ring (49) or of several metal rings wound between the pairs of wires (21), in the crossing zone transverse wires (18) for example.
  • the trellis (60) provide ends of elements (12) inserted between the wires (22 and 23) to form a side (61).
  • One of the faces of dimension Wb is also brought into contact with a trellis (16). Due to the dimensioning explained above of the trellis (16) and the elements (12 and 62), the edges of the bar (62), of thickness Tb, will be in contact and slightly forced between the transverse wires (18) and the side (61).
  • the module (60) finds useful use in assembling between two structures (14) arranged 90 degrees apart.
  • the side (61) of the module (60) is brought into alignment with the panel (13) of a module (10).
  • the panel (13) of the other module (14) is brought into alignment with the element (62).
  • the assembly between the modules is completed by an element (65) of square section, on the side Tb inserted in the corner area opposite the angle occupied by the side (61) and the element (62).
  • the actual assembly is done by using spirals of junction between the different terminal wires, the possible extension of the concrete irons (33) and by means of a concrete pour (32).
  • the module (60) can also be assembled with a horizontal structure (15) (Fig. 12).
  • the ends of the elements (12) are aligned with the ceiling panel (13) and the side (62) defines a lateral shoulder for the pouring of concrete (32). This allows an easy realization of balconies, hanging gardens, etc ... and other structures of the species.
  • the provisional support of the horizontal structures (15), before the pouring of the concrete can be carried out in the traditional way, by means of horizontal formwork elements and vertical props.
  • the frames (11) and the elements In any case, the elements (12) offer good resistance to the passage of the concrete pour, as well as to its weight. In addition, the presence of spaces between the elements (12) supported by the wires (22-1 and 23-1) does not cause any problem with the compactness of the concrete, after it has set.
  • Fig. 13 shows the use of a module (10) with double insulation in an inclined structure used, for example, to make roofs.
  • the concrete is poured into the empty spaces between the two panels through a hole (80) made in an element (12) of the panel which constitutes the upper insulation of the roof.
  • Fig. 16 represents the use of modules which use trellis (27 h) which present five simple spaces (70) and a double space, according to the diagram of FIG. 11 b. This allows simultaneous nesting zones between the concrete columns (83) and the horizontal beams (84) in a vertical structure (14). The walls of the structure are made using two panels (85 and 86) formed of elements (12) retained in the spaces (70).
  • the formwork for the beam (84) is made laterally by two panels (85 and 86), and below, by three simple elements (12) and two other elements (12) which create a series of spaces (70 and 71 ) interposed between the panels (85 and 86).
  • the formwork of the column (83) is, in turn, obtained by pieces of elements (12) whose ends are aligned along two lattices and which define two holding surfaces (90 and 91) for the pouring of concrete.
  • the beam (84) and the column (83) can be completed by reinforcing profiles in the form of bars or by using another kind of steel profile in accordance with the design data of the reinforced concrete.
  • a structure of the type shown in Fig. 16 can give rise to several columns (83) and the beam (84) can extend downwards and be equipped with additional supports for the irons (41, 44).
  • the parts between the columns (83) and the beam (84) can be used to define the openings for the doors by cutting the desired holes in the panels (85 and 86) and the wires of the frame (11) plates (12) joined to one another in the width direction.
  • Modules according to claim 2 characterized in that the aforementioned reinforcement profiles are hollow to allow the passage of electric and / or hydraulic cables provided in the structure of the building.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Textile Engineering (AREA)
  • Building Environments (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Panels For Use In Building Construction (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Residential Or Office Buildings (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Lubricants (AREA)
  • Wire Processing (AREA)
  • Manufacture Of Motors, Generators (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Chemical And Physical Treatments For Wood And The Like (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
  • Table Devices Or Equipment (AREA)
  • Use Of Switch Circuits For Exchanges And Methods Of Control Of Multiplex Exchanges (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Tents Or Canopies (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Separation By Low-Temperature Treatments (AREA)
  • Glass Compositions (AREA)
  • Window Of Vehicle (AREA)
  • Radar Systems Or Details Thereof (AREA)
EP84201602A 1984-11-08 1984-11-08 Vorgefertigte Baueinheiten und Gebrauch im Hochbau Expired - Lifetime EP0180667B1 (de)

Priority Applications (32)

Application Number Priority Date Filing Date Title
AT84201602T ATE72858T1 (de) 1984-11-08 1984-11-08 Vorgefertigte baueinheiten und gebrauch im hochbau.
EP84201602A EP0180667B1 (de) 1984-11-08 1984-11-08 Vorgefertigte Baueinheiten und Gebrauch im Hochbau
DE8484201602T DE3485525D1 (de) 1984-11-08 1984-11-08 Vorgefertigte baueinheiten und gebrauch im hochbau.
OA58717A OA08317A (fr) 1984-11-08 1985-10-29 Perfectionnement à des modules préfabriqués et leur utilisation dans le bâtiment.
IN867/MAS/85A IN166811B (de) 1984-11-08 1985-10-29
AU49226/85A AU585542B2 (en) 1984-11-08 1985-10-31 Improvements in prefabricated modules, and the use thereof in the building industry
NZ228852A NZ228852A (en) 1984-11-08 1985-10-31 Prefabricated building module and lightweight permanent formwork
HU854208A HU213764B (en) 1984-11-08 1985-11-01 Single-layer or multilayer permanent shutterin for multiple-purpose application to building and process for shaping bearing structures with permanent shutterin
IL76915A IL76915A (en) 1984-11-08 1985-11-01 Prefabricated modules,and the use thereof in the building industry
EG70785A EG18030A (de) 1984-11-08 1985-11-04
MA20789A MA20564A1 (fr) 1984-11-08 1985-11-05 Perfectionnement a des modules prefabriques et leur utilisation dans le batiment
DZ850244A DZ858A1 (fr) 1984-11-08 1985-11-06 Perfectionnement à des modules préfabriqués et leur utilisation dans le bâtiment.
PH33016A PH26627A (en) 1984-11-08 1985-11-06 Prefabricated modules and the use thereof in the building industry
UA3973324A UA7199A1 (uk) 1984-11-08 1985-11-06 Збірний модуль для будівництва будинків
BG72297A BG49725A3 (en) 1984-11-08 1985-11-06 Assembling building module and method for building of building constructions with it
SU3973324A SU1561829A3 (ru) 1984-11-08 1985-11-06 Сборный модуль дл строительства зданий
FI854363A FI82520C (fi) 1984-11-08 1985-11-06 Prefabricerad modul foer anvaendning vid husbyggnad.
SI8511741A SI8511741B (sl) 1984-11-08 1985-11-07 Izboljšani prefabricirani moduli
BR8505723A BR8505723A (pt) 1984-11-08 1985-11-07 Aperfeicoamentos em modulos pre-fabricados e seu emprego na industria da construcao
YU174185A YU47132B (sh) 1984-11-08 1985-11-07 Poboljšani prefabrikovani moduli/ 10
TR45565/85A TR23187A (tr) 1984-11-08 1985-11-07 Prefabrik moduellerde islahat ve bunlarin binada kullanilislari
CN85108069A CN1006727B (zh) 1984-11-08 1985-11-07 预制模件的改进.及其在建筑工业中的应用
IE277185A IE58437B1 (en) 1984-11-08 1985-11-07 Improvements in prefabricated modules, and the use thereof in the building industry
MX553A MX162285A (es) 1984-11-08 1985-11-08 Mejoras en modulos prefabricados y su uso en la industria de la construccion
JP60250581A JPS61155529A (ja) 1984-11-08 1985-11-08 建築用プレハブモジュール
ES548732A ES8708154A1 (es) 1984-11-08 1985-11-08 Modulos prefabricados utilizables en la construccion de edi-ficios
ZA858612A ZA858612B (en) 1984-11-08 1985-11-08 Prefabricated modules and the use thereof in the building industry
KR1019850008369A KR900008987B1 (ko) 1984-11-08 1985-11-08 조립식 건축모듈
US07/047,555 US4864792A (en) 1984-11-08 1987-04-27 Prefabricated modules, and the use thereof in the building industry
MYPI87001593A MY101364A (en) 1984-11-08 1987-09-08 Improvements in prefabricated modules, and the use thereof in the building industry.
US07/700,093 US5163263A (en) 1984-11-08 1991-05-06 Method of assembling a building component
HRP920603AA HRP920603A2 (hr) 1984-11-08 1992-09-29 Poboljšani prefabricirani moduli

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP84201602A EP0180667B1 (de) 1984-11-08 1984-11-08 Vorgefertigte Baueinheiten und Gebrauch im Hochbau

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EP0180667A1 true EP0180667A1 (de) 1986-05-14
EP0180667B1 EP0180667B1 (de) 1992-02-26

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US (2) US4864792A (de)
EP (1) EP0180667B1 (de)
JP (1) JPS61155529A (de)
KR (1) KR900008987B1 (de)
CN (1) CN1006727B (de)
AT (1) ATE72858T1 (de)
AU (1) AU585542B2 (de)
BG (1) BG49725A3 (de)
BR (1) BR8505723A (de)
DE (1) DE3485525D1 (de)
DZ (1) DZ858A1 (de)
EG (1) EG18030A (de)
ES (1) ES8708154A1 (de)
FI (1) FI82520C (de)
HR (1) HRP920603A2 (de)
HU (1) HU213764B (de)
IE (1) IE58437B1 (de)
IL (1) IL76915A (de)
IN (1) IN166811B (de)
MA (1) MA20564A1 (de)
MX (1) MX162285A (de)
MY (1) MY101364A (de)
NZ (1) NZ228852A (de)
OA (1) OA08317A (de)
PH (1) PH26627A (de)
SI (1) SI8511741B (de)
SU (1) SU1561829A3 (de)
TR (1) TR23187A (de)
UA (1) UA7199A1 (de)
YU (1) YU47132B (de)
ZA (1) ZA858612B (de)

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WO1992018718A1 (en) * 1991-04-16 1992-10-29 Mariano Capozzi Building elements
EP1146179A2 (de) * 2000-04-10 2001-10-17 Angelo Candiracci Vorbewehrtes Schalungsbaupanel
CN102127930A (zh) * 2010-07-19 2011-07-20 曾庆胜 钢混建筑网模构件及组合填充框剪围护工法
CN109441112A (zh) * 2018-12-26 2019-03-08 王正发 浇筑混凝土模块式建筑模板的施工方法

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KR100318523B1 (ko) * 1995-01-13 2002-04-22 오거스티너스 윌헬머스 마리아 베르텔스 벽구조물
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BR0318566A (pt) * 2003-11-03 2006-10-10 Polyfinance Coffor Holding S A cofragem com resistência elevada para um muro de betão
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US8186128B2 (en) * 2004-03-10 2012-05-29 Way Alven J Multi-storey insulated concrete foam building
US7861479B2 (en) 2005-01-14 2011-01-04 Airlite Plastics, Co. Insulated foam panel forms
US7805908B2 (en) * 2005-04-25 2010-10-05 Cortek, Inc. Load-bearing system for fill material structure formation
EP2236686A1 (de) * 2009-04-03 2010-10-06 F.J. Aschwanden AG Bewehrungselement für die Aufnahme von Kräften von betonierten Platten im Bereich von Stützelementen
KR101019739B1 (ko) * 2009-04-28 2011-03-08 주식회사 시스모 건축 조립체, 건축물 및 그 시공 방법
DE102011008853A1 (de) * 2011-01-18 2012-07-19 Dieter Christandl Licht leitendes Bauteil für Bauwerke und Gebäude sowie Herstellungsverfahren dafür
US8720160B1 (en) * 2011-09-14 2014-05-13 Alan Brian Cooper Process for forming concrete walls and other vertically positioned shapes
US8919067B2 (en) 2011-10-31 2014-12-30 Airlite Plastics Co. Apparatus and method for construction of structures utilizing insulated concrete forms
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EP2644793B1 (de) * 2012-03-28 2016-05-11 SISMO Trading Ltd. Stahlgitterkonfiguration
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USD713975S1 (en) 2012-07-30 2014-09-23 Airlite Plastics Co. Insulative insert for insulated concrete form
US20140245694A1 (en) * 2013-03-01 2014-09-04 Shaw & Sons, Inc. Architectural concrete wall and method of forming the same
CN103088843B (zh) * 2013-03-04 2016-03-30 济南城建集团有限公司 综合管廊预埋铁件安装施工方法
KR101570790B1 (ko) * 2014-08-05 2015-11-23 이승우 선조립 벽체 프레임
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SI3045605T1 (sl) * 2015-01-16 2020-01-31 Heinze Gruppe Verwaltungs Gmbh Modul za izdelavo betonskih delov
CN105155856A (zh) * 2015-08-06 2015-12-16 上海同凝节能科技有限公司 一种利用预制装配式外围护墙体的建筑方法
ITUB20169963A1 (it) * 2016-01-13 2017-07-13 Federico Lestini Struttura di edificio modulare con relativi impianti integrati
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BR112019012133B1 (pt) * 2016-12-14 2023-03-07 Lifting Point Pre-Form Pty Limited Estrutura, encontro, estrutura de ponte, e método para construir uma estrutura consolidada
CA3061942A1 (en) 2018-11-19 2020-05-19 Bradley J. Crosby Concrete form with removable sidewall
CN110778118A (zh) * 2019-10-22 2020-02-11 中国建筑第八工程局有限公司 不同标号混凝土的拦截装置及其施工方法

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EP0410981A1 (de) * 1988-03-14 1991-02-06 Brian J Miller Betonschalungssystem.
EP0410981A4 (en) * 1988-03-14 1992-08-26 Brian J. Miller Concrete forming system
WO1992018718A1 (en) * 1991-04-16 1992-10-29 Mariano Capozzi Building elements
EP1146179A2 (de) * 2000-04-10 2001-10-17 Angelo Candiracci Vorbewehrtes Schalungsbaupanel
EP1146179A3 (de) * 2000-04-10 2003-09-24 Angelo Candiracci Vorbewehrtes Schalungsbaupanel
CN102127930A (zh) * 2010-07-19 2011-07-20 曾庆胜 钢混建筑网模构件及组合填充框剪围护工法
CN102127930B (zh) * 2010-07-19 2012-10-17 曾庆胜 钢混建筑网模构件及组合填充框剪围护工法
CN109441112A (zh) * 2018-12-26 2019-03-08 王正发 浇筑混凝土模块式建筑模板的施工方法

Also Published As

Publication number Publication date
TR23187A (tr) 1989-06-06
FI854363A0 (fi) 1985-11-06
ES548732A0 (es) 1987-09-16
IN166811B (de) 1990-07-21
AU585542B2 (en) 1989-06-22
MX162285A (es) 1991-04-22
FI854363A (fi) 1986-05-09
JPS61155529A (ja) 1986-07-15
HU213764B (en) 1997-10-28
CN85108069A (zh) 1986-05-10
HRP920603A2 (hr) 1994-04-30
NZ228852A (en) 1989-12-21
DE3485525D1 (de) 1992-04-02
YU174185A (en) 1988-08-31
IE58437B1 (en) 1993-09-22
DZ858A1 (fr) 2004-09-13
IL76915A0 (en) 1986-04-29
EP0180667B1 (de) 1992-02-26
YU47132B (sh) 1995-01-31
SU1561829A3 (ru) 1990-04-30
IE852771L (en) 1986-05-08
BG49725A3 (en) 1992-01-15
ES8708154A1 (es) 1987-09-16
OA08317A (fr) 1988-02-29
UA7199A1 (uk) 1995-06-30
FI82520B (fi) 1990-11-30
US4864792A (en) 1989-09-12
MA20564A1 (fr) 1986-07-01
BR8505723A (pt) 1986-08-12
SI8511741A (en) 1996-04-30
IL76915A (en) 1989-06-30
HUT39487A (en) 1986-09-29
US5163263A (en) 1992-11-17
ATE72858T1 (de) 1992-03-15
PH26627A (en) 1992-08-19
FI82520C (fi) 1991-03-11
AU4922685A (en) 1986-05-15
EG18030A (de) 1991-12-31
ZA858612B (en) 1986-11-26
CN1006727B (zh) 1990-02-07
MY101364A (en) 1991-09-05
KR860004217A (ko) 1986-06-18
KR900008987B1 (ko) 1990-12-17
SI8511741B (sl) 1998-06-30

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