EP2456928B1 - Module structural pour construction de bâtiments - Google Patents
Module structural pour construction de bâtiments Download PDFInfo
- Publication number
- EP2456928B1 EP2456928B1 EP10739707.7A EP10739707A EP2456928B1 EP 2456928 B1 EP2456928 B1 EP 2456928B1 EP 10739707 A EP10739707 A EP 10739707A EP 2456928 B1 EP2456928 B1 EP 2456928B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- module
- structural
- modules
- wall
- concrete
- Prior art date
- 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.)
- Active
Links
- 238000010276 construction Methods 0.000 title description 9
- 239000004567 concrete Substances 0.000 claims description 30
- 239000011381 foam concrete Substances 0.000 claims description 13
- 238000004519 manufacturing process Methods 0.000 claims description 13
- 238000000034 method Methods 0.000 claims description 12
- 239000000203 mixture Substances 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000006260 foam Substances 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 238000005266 casting Methods 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 6
- 229910000746 Structural steel Inorganic materials 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 5
- 239000011150 reinforced concrete Substances 0.000 claims description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 2
- 230000001413 cellular effect Effects 0.000 claims description 2
- 239000003795 chemical substances by application Substances 0.000 claims description 2
- 239000000945 filler Substances 0.000 claims description 2
- 238000009413 insulation Methods 0.000 description 5
- 239000011440 grout Substances 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 230000006378 damage Effects 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000004088 foaming agent Substances 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 238000012546 transfer Methods 0.000 description 2
- 239000004593 Epoxy Substances 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 239000002537 cosmetic Substances 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- -1 polypropylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Images
Classifications
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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
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34815—Elements not integrated in a skeleton
-
- 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
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34815—Elements not integrated in a skeleton
- E04B1/34823—Elements not integrated in a skeleton the supporting structure consisting of concrete
-
- 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
- E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
- E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
-
- 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
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34815—Elements not integrated in a skeleton
- E04B1/3483—Elements not integrated in a skeleton the supporting structure consisting of metal
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/94—Protection against other undesired influences or dangers against fire
- E04B1/941—Building elements specially adapted therefor
- E04B1/942—Building elements specially adapted therefor slab-shaped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/02—Dwelling houses; Buildings for temporary habitation, e.g. summer houses
- E04H1/04—Apartment houses arranged in two or more levels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/14—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against other dangerous influences, e.g. tornadoes, floods
Definitions
- the invention relates to structural modules for construction of buildings.
- This invention is directed towards achieving improved technical features to such modules such as superior robustness, greater fire resistance, improved acoustical performance, and improved sustainability, particularly in terms of materials used. Another objective is to achieve a more efficient manufacturing process. A further objective is to achieve improved resistance to hurricane forces and seismic activity. Another structural module for the construction of multi-story buildings is described in GB 1021664 .
- a structural module comprising a structural floor, load bearing walls, and a structural ceiling, arranged to support a plurality of other structural modules in a multi-storey building, wherein at least one load bearing wall comprises a structural frame and lightweight concrete having a density in the range of 400kg/m 3 to 600kg/m 3 between frame members of said structural frame, the concrete being cellular, including air entrainment, the concrete being moulded between the frame members, completely filling voids between the frame members along the plane of the wall.
- the wall is configured so that when two modules are juxtaposed there is a combined wall comprising a cavity between the modules.
- the wall is lined on at least one side by boards, the lightweight concrete and the boards providing at least two hours fire resistance.
- the wall boards include MgO.
- the concrete is cast against the steel frame and boards.
- At least part of the ceiling includes lightweight cellular concrete between structural members in trusses.
- the floor includes a perimeter structural steel frame and includes lightweight concrete with reinforcing steel.
- the module includes at a corner a vertical dowel pin for engagement in a socket in a corner of another module, and wherein the module comprises a substantially vertical socket at a corner for engagement with a substantially vertical dowel pin of an upper or lower adjoining module, and wherein the module comprises a tie plate configured to be secured to a plurality of other modules at a corner, and wherein the plate comprises a through hole for receiving a dowel pin of an adjoining module
- the module comprises an internal wall connected to a structural wall by a releasable joint, and wherein the releasable joint comprises a joint of a flexible filler extending in a vertical direction.
- the invention provides an assembly of a plurality of modules as defined above in any embodiment mounted one atop another.
- At least some of the modules adjoin a reinforced concrete core and abut it in a vertical plane, and wherein at least one module has a tie with a head engaging behind a vertical slot in the core, and wherein the vertical slot is in an embedded insert within the core.
- the insert comprises flanges parallel to the plane of an outer surface of the core facing the module, and side walls connecting the flanges to a front wall incorporating the slot, and wherein a plurality of the modules are tied together at adjoining corners by a tie plate and at least one dowel pin extending through the tie plate and into a socket of an upper or lower module.
- the invention provides a method of manufacturing a structural module as defined above in any embodiment, the method comprising manufacturing the structural floor, structural walls, and structural ceiling and interconnecting them together, the method including the steps of choosing a concrete composition and/or density for each structural wall according to intended location and function of the structural wall in a building to be constructed using the module, and casting in the chosen lightweight concrete into said wall.
- the concrete is prepared with choice of proportion of the materials and a foam agent in a concrete mix before casting the concrete within the wall structural frame.
- the invention provides a method of constructing a building comprising the steps of manufacturing a structural module in a method as defined above in any embodiment, transporting the modules to a site with an erected core, placing at least some of the modules in position butting the core, and tying at least some of said modules to the core.
- said modules are tied by engagement of a tie within a vertical slot in the core and securing the tie to the module by welding or fasteners, and wherein a plurality of said modules are tied at adjoining corners by engagement of a substantially vertical dowel pin on a module with a substantially vertical socket in an upper or lower module.
- a structural module 1 comprises a floor 2 having a perimeter structural steel frame and reinforced concrete.
- Structural walls 3 are supported on the floor 2 and they comprise box-section structural steel studs 4.
- a ceiling 5 comprises structural steel trusses 6 spanning the walls 3.
- the walls 3 have sufficient structural strength to support many modules in a multi-storey building such as a hotel or apartment block, as shown in Fig. 2 .
- the wall studs 4 are 60 x 60 x 3 SHS steel at 600mm centres, supported on a flanged edge frame member 7 of the structural floor 2.
- the trusses 6 have bearing plates 8 on the walls 3, directly overlying the studs 4.
- the arrangements of the structural walls, floor, and ceiling are as described in WO2007080561 in terms of their structural frameworks.
- braces 9 extending from a central location of an end wall 10 and longitudinal walls 3.
- Fig. 2 shows how there may be a break in a module 1, in this example 2.25 times the height of the module 1.
- a break in a structural wall 3 may occur due to any of a range of accidental events such as a vehicle crash or a gas explosion.
- the floor 2, the structural walls 3 and 10, and the structural ceiling 5 provide sufficient strength to prevent collapse in the event of an accidental event effectively removing a section of a structural wall up to 2.25 times the module height.
- the structural walls 3 comprise the steel studs 4 which are square hollow sections or rectangular sections typically 60 x 60 x 3 SHS at varying design centres. Where two modules are installed adjacent to each other there are two module walls 3 and 16, with two aligned studs 4 separated by a cavity 15.
- Each of the walls 3 and 16 has moulded-in lightweight cellular concrete 20, produced using foam to provide air entrainment, resulting in a very low density.
- An example is that marketed by NeoporTM and referred to as cellular lightweight concrete.
- the density in this embodiment is about 500 kg/m 3 .
- the structural strength of the module walls 3 and 16 is provided by the steel studs 4 assisted by the cast-in concrete 20.
- the cellular concrete 20 fills up the voids between the studs 4 and MgO facing board 21 on the internal surfaces. There are strips 23 of MgO board between the studs 4 and the MgO panels 21.
- the wall construction contributes very significantly to the required properties of a structural module both in terms of its manufacture, its use in constructing a building, and its ongoing use for residential or business purposes.
- the wall properties can be varied in the factory according to the intended nature of use of the module 1. This is achieved by adjustment of the cellular concrete density 20 during off-site (factory) manufacture of the module 1.
- the cellular concrete preparation is as follows in one embodiment:
- a joint at corners if formed by a tie plate 30 with four corner holes 31, a socket 32, and a dowel pin 33.
- the tie plate 30 is welded at a joint 37 to a corner member 32 of the module 1 below.
- Chamfered top edges 34 of the tie plate 30 facilitate the required amount of weld for securing the plate 30 directly to the bearing plates 8 of ceiling trusses 6 of the adjoining modules 1. This secures the plate to the four underneath modules 1, and these edges are accessible from above.
- These welds are indicated as numeral 36 in the drawings.
- the next module 1 above is welded to the tie plate 30 at a weld 37 around the corner angle of the upper module floor 2.
- the tie plate 30 has four holes 31, one at each corner.
- the next two upper modules 1 are then placed and secured in a similar manner.
- the final upper module is secured in place by insertion of the dowel pin 33 through a hole 31 in the plate 30. It extends into the socket 32 which is directly below and has been filled with non-shrink and high-strength grout.
- the depth of the pocket and the length of the dowel are determined by the forces it needs to cater for. In some circumstances this grout may also need to be of the type which hardens quickly, in order to achieve the desired strength in the connection as soon as possible.
- the grout is Sikadur-42 HE high performance epoxy grout, for example.
- This dowel connection has the same capabilities as the welds between the upper module and the tie plate to cater for all relevant forces.
- This arrangement allows a fourth module 1 to be tied in even though access to weld to the plate 30 is not possible after three upper modules have been put in place. Also, it allows at each corner a combination of both welding and dowel pin engagement. By providing four holes 31 in the plate it is possible to choose on site which upper module to lower into position last.
- This arrangement is designed to take the static and dynamic forces of a seismic event. Compressive loading is taken primarily by the vertical studs 4. Vertical tension loads are resisted by the corner ties 40 which are specifically designed for such loading. The horizontal forces are transferred via diaphragm action, utilizing the floor slabs and the corner connections, to the reinforced concrete building cores. These corner module connections use welding and/or grouted pins to achieve the structural design requirements.
- a non load-bearing internal wall 50 of the module 1 is connected to the structural floor 2 and the ceiling 5 by fastening the structural members.
- Connection of the internal wall 50 to a structural wall 3 is achieved by a rail 52 of channel configuration in cross-section fastened by screws 53 to the wall 3.
- Strips 54 of plasterboard are secured to the rail 52.
- the internal wall 50 is then moved into position butting against the plasterboard 54 at the side edges.
- the plasterboard 54 fixed to the channel bears onto the first stud of the internal wall panel but is not mechanically fixed to it.
- a joint 55 of flexible material is then made between the plasterboard strips 54 and the plasterboard panels 56 of the internal wall 50.
- the internal wall 50 will not be forced to move with it due to the joint characteristics.
- the joint may open or become damaged, but all damage will be cosmetic and easily repaired.
- the main advantage is that the internal wall 50 will maintain its own stability and integrity and will not incur forces which could cause further damage to property or more significantly cause injury to inhabitants.
- Figs. 7 to 10 are views showing connection of a module 1 to a reinforced concrete core 61 which had previously been erected on site.
- the core 61 typically includes a lift shaft and stairwell of the building.
- a slotted insert 60 is embedded in the core 61 at an exactly vertical orientation and in predetermined locations to coincide with module floor and ceiling levels. The number of inserts is determined by the magnitude of the forces calculated.
- the slotted insert 60 comprises lateral flanges 62, angled side walls 67 converging to a front wall 63 with a vertical slot 64.
- a tie 65 comprises a flat plate with one end notched to provide a head 66 configured to suit the core slotted insert 60.
- the tie 65 is engaged to the slotted insert 60 in a vertical orientation and is then rotated through about 90° until the tie 65 is in a horizontal orientation.
- the tie 65 is then slid vertically until it engages either the floor 2 of a module ( Figs. 9(a) to 9(c) ) or the top of the module 1 ( Figs. 10(a) to 10(c) ).
- the tie 65 is then welded to the module and is free to slide within the core wall slotted insert 60 in a vertical direction only. This enables it to resist both shear and tension forces but cater for any differential settlement between the modules and the core, particularly in multi-storey buildings.
- welding of the tie 65 may involve initially welding a buffer plate ( Figs 10(a) to 10(c) ) so that the top surface of the tie 65 is brought up to the level of the top surface of the bearing plates 8.
- the method may involve removing a plate section to create space for the tie ( Figs. 9(a) to 9(c) ). The latter connection is made between a lateral extension of the floor provided by the inverted U-shaped channel as shown.
- the cellular concrete in the module walls 3 adds significantly to its overall stiffness. This in turn improves the capacity of the wall 3 to resist racking forces. This is particularly advantageous in hurricane and seismic zones where braced frames and/or shear walls may otherwise be required to resist such forces.
- the modules cater for the avoidance of disproportionate collapse which could occur during an accidental event.
- the wall construction technique of casting in lightweight cellular concrete may also be used for ceilings, roofs and floors.
- there is a cavity between walls of two adjoining modules it is envisaged that a wall such as an internal wall of a single module may incorporate a cavity. If so, there may be a structural frame on both sides of the cavity.
- the tie arrangement for tying a module to a core may be reversed, with the core having ties which engage slots in the modules.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Claims (16)
- Module de structure (1) comportant un plancher de structure (2), des murs porteurs (3), et un plafond de structure (5), selon un agencement permettant de supporter une pluralité d'autres modules de structure (1) dans un bâtiment à plusieurs étages, dans lequel au moins un mur porteur (3) comporte une ossature de structure (4) et du béton léger (20) entre des éléments d'ossature de ladite ossature de structure, le béton (20) étant cellulaire, comprenant un entraînement d'air, caractérisé en ce que
la densité du béton se situe dans une plage de 400 à 600 kg/m3, et
le béton (20) est moulé entre les éléments d'ossature, remplissant entièrement les vides entre les éléments d'ossature le long du plan du mur. - Module de structure selon la revendication 1, dans lequel le mur (3) est configuré de telle sorte que, quand deux modules (1) sont juxtaposés, il y a un mur combiné comportant une cavité (15) entre les modules.
- Module de structure selon l'une quelconque des revendications précédentes, dans lequel le mur (3) est revêtu sur au moins un côté au moyen de panneaux, le béton léger et les panneaux permettant une résistance au feu d'au moins deux heures.
- Module de structure selon la revendication 3, dans lequel les panneaux du mur comprennent de l'oxyde de magnésium.
- Module de structure selon l'une ou l'autre des revendications 3 ou 4, dans lequel le béton (20) est coulé contre l'ossature en acier et les panneaux.
- Module de structure selon l'une quelconque des revendications précédentes, dans lequel au moins une partie du plafond (5) comprend du béton cellulaire léger (20) entre des éléments de structure dans des fermes.
- Module de structure selon l'une quelconque des revendications précédentes, dans lequel le plancher (2) comprend une ossature en acier de structure de périmètre et comprend du béton léger (20) avec de l'acier d'armature.
- Module de structure selon l'une quelconque des revendications précédentes, dans lequel le module (1) comprend au niveau d'un angle une goupille de positionnement verticale (33) à des fins de mise en prise dans une douille (32) dans un angle d'un autre module, et dans lequel le module (1) comporte une douille verticale (32) au niveau d'un angle à des fins de mise en prise avec une goupille de positionnement d'un module contigu supérieur ou inférieur, et dans lequel le module comporte une plaque d'attache (30) configurée à des fins d'assujettissement sur une pluralité d'autres modules au niveau d'un angle, et dans lequel la plaque (30) comporte un trou traversant (31) à des fins de réception d'une goupille de positionnement (32) d'un module contigu.
- Module de structure selon l'une quelconque des revendications précédentes, dans lequel le module (1) comporte un mur intérieur (50) connecté à un mur de structure (3) par un joint libérable (54, 55), et dans lequel le joint libérable comporte un joint d'une charge flexible (55) s'étendant dans une direction verticale.
- Ensemble d'une pluralité de modules selon l'une quelconque des revendications précédentes montés les uns sur les autres.
- Ensemble d'une pluralité de modules selon la revendication 10, dans lequel au moins certains des modules sont contigus par rapport à un noyau en béton armé (61) et viennent prendre appui contre lui dans un plan vertical, et dans lequel au moins un module a une attache (65) ayant une tête (66) entrant en prise derrière une fente verticale (64) dans le noyau, et dans lequel la fente verticale est dans une pièce rapportée encastrée (60) à l'intérieur du noyau.
- Ensemble d'une pluralité de modules selon la revendication 11, dans lequel la pièce rapportée (60) comporte des brides (62) parallèles par rapport au plan d'une surface extérieure du noyau faisant face au module, et des murs latéraux (67) connectant les brides au niveau d'un mur avant (63) incorporant la fente (64), et dans lequel une pluralité de modules (1) sont attachés ensemble au niveau d'angles contigus par une plaque d'attache (30) et au moins une goupille de positionnement (33) s'étendant au travers de la plaque d'attache (30) et dans une douille (32) d'un module supérieur ou inférieur.
- Procédé de fabrication d'un module de structure selon l'une quelconque des revendications 1 à 9, le procédé comportant l'étape consistant à fabriquer le plancher de structure, les murs de structure, et le plafond de structure et l'étape consistant à les connecter ensemble, le procédé comportant l'étape consistant à choisir une composition et/ou densité de béton pour chaque mur de structure en fonction de l'emplacement et de la fonction prévus du mur de structure dans un bâtiment devant être construit au moyen du module, et l'étape consistant à faire couler le béton léger choisi dans ledit mur.
- Procédé de fabrication d'un module de structure selon la revendication 13, dans lequel le béton est préparé avec un choix de proportion des matériaux et un agent de gonflement dans un mélange de béton avant de faire couler le béton dans l'ossature de structure du mur.
- Procédé de construction d'un bâtiment comportant les étapes consistant à fabriquer un module de structure d'après un procédé selon l'une quelconque des revendications 13 ou 14, transporter les modules jusque sur un site ayant un noyau érigé, placer au moins certains des modules en position en appui contre le noyau (61), et attacher au moins certains desdits modules au niveau du noyau.
- Procédé selon la revendication 15, dans lequel lesdits modules sont attachés par la mise en prise d'une attache à l'intérieur d'une fente verticale (64) dans le noyau et l'assujettissement de l'attache au niveau du module par soudage ou par des éléments de fixation, et dans lequel une pluralité desdits modules sont attachés au niveau d'angle contigus par la mise en prise d'une goupille de positionnement sensiblement verticale sur un module ayant une douille sensiblement verticale dans un module supérieur ou inférieur.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL10739707T PL2456928T3 (pl) | 2009-07-23 | 2010-07-22 | Moduł konstrukcyjny do budowy domów |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
IE20090575 | 2009-07-23 | ||
PCT/IE2010/000042 WO2011010300A2 (fr) | 2009-07-23 | 2010-07-22 | Module structural pour construction de bâtiments |
Publications (3)
Publication Number | Publication Date |
---|---|
EP2456928A2 EP2456928A2 (fr) | 2012-05-30 |
EP2456928B1 true EP2456928B1 (fr) | 2015-09-02 |
EP2456928B8 EP2456928B8 (fr) | 2015-10-07 |
Family
ID=43348323
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP10739707.7A Active EP2456928B8 (fr) | 2009-07-23 | 2010-07-22 | Module structural pour construction de bâtiments |
Country Status (8)
Country | Link |
---|---|
EP (1) | EP2456928B8 (fr) |
CN (2) | CN105625580B (fr) |
GB (1) | GB2485298B8 (fr) |
HK (1) | HK1223664A1 (fr) |
IE (1) | IE86614B1 (fr) |
PL (1) | PL2456928T3 (fr) |
RU (1) | RU2543396C2 (fr) |
WO (1) | WO2011010300A2 (fr) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10759697B1 (en) | 2019-06-11 | 2020-09-01 | MSB Global, Inc. | Curable formulations for structural and non-structural applications |
US11225789B2 (en) | 2018-05-17 | 2022-01-18 | Spanminx Limited | Structural module with vertical ties |
Families Citing this family (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102926575B (zh) * | 2012-11-15 | 2015-09-09 | 北京筑福国际工程技术有限责任公司 | 混凝土结构或砌体结构住宅抗震屋 |
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US9637910B2 (en) * | 2015-01-20 | 2017-05-02 | Aditazz, Inc. | Modular interior partition for a structural frame building |
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RU2631125C1 (ru) * | 2016-04-08 | 2017-09-19 | Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования "Санкт-Петербургский государственный архитектурно-строительный университет" (ФГБОУ ВПО "СПбГАСУ") | Строительный модуль для строительства зданий |
PL3542006T3 (pl) * | 2016-11-15 | 2022-03-28 | Werk Eins Gmbh | Blok mieszkalny i sposób wytwarzania izolacji termicznej |
AU2017414764A1 (en) * | 2017-05-19 | 2019-12-05 | Vega Building Systems Llc | Wall module incorporating cellular concrete in a stacking structural steel wall frame |
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RU189897U1 (ru) * | 2019-04-15 | 2019-06-07 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Санкт-Петербургский государственный архитектурно-строительный университет" | Строительный модуль для строительства зданий |
RU189896U1 (ru) * | 2019-04-15 | 2019-06-07 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Санкт-Петербургский государственный архитектурно-строительный университет" | Строительный модуль для строительства зданий |
RU2720172C1 (ru) * | 2019-07-30 | 2020-04-27 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Санкт-Петербургский государственный архитектурно-строительный университет" | Быстровозводимое модульное здание |
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2010
- 2010-07-22 CN CN201610005125.2A patent/CN105625580B/zh active Active
- 2010-07-22 PL PL10739707T patent/PL2456928T3/pl unknown
- 2010-07-22 GB GB1201028.6A patent/GB2485298B8/en active Active
- 2010-07-22 EP EP10739707.7A patent/EP2456928B8/fr active Active
- 2010-07-22 RU RU2012104206/03A patent/RU2543396C2/ru active
- 2010-07-22 IE IE20100466A patent/IE86614B1/en unknown
- 2010-07-22 WO PCT/IE2010/000042 patent/WO2011010300A2/fr active Application Filing
- 2010-07-22 CN CN201080037279.0A patent/CN102575465B/zh active Active
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2016
- 2016-10-14 HK HK16111885.7A patent/HK1223664A1/zh unknown
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US11225789B2 (en) | 2018-05-17 | 2022-01-18 | Spanminx Limited | Structural module with vertical ties |
US10759697B1 (en) | 2019-06-11 | 2020-09-01 | MSB Global, Inc. | Curable formulations for structural and non-structural applications |
US11008252B2 (en) | 2019-06-11 | 2021-05-18 | MSB Global, Inc. | Curable formulations for structural and non-structural applications |
US11655187B2 (en) | 2019-06-11 | 2023-05-23 | Partanna Global, Inc. | Curable formulations for structural and non-structural applications |
Also Published As
Publication number | Publication date |
---|---|
CN105625580A (zh) | 2016-06-01 |
GB201201028D0 (en) | 2012-03-07 |
HK1223664A1 (zh) | 2017-08-04 |
GB2485298B8 (en) | 2015-09-23 |
PL2456928T3 (pl) | 2016-01-29 |
WO2011010300A3 (fr) | 2011-03-24 |
RU2012104206A (ru) | 2013-08-27 |
GB2485298A (en) | 2012-05-09 |
IE20100466A1 (en) | 2011-02-02 |
IE86614B1 (en) | 2016-01-13 |
CN102575465B (zh) | 2016-01-13 |
EP2456928B8 (fr) | 2015-10-07 |
EP2456928A2 (fr) | 2012-05-30 |
GB2485298B (en) | 2015-09-02 |
CN105625580B (zh) | 2019-09-10 |
CN102575465A (zh) | 2012-07-11 |
RU2543396C2 (ru) | 2015-02-27 |
WO2011010300A2 (fr) | 2011-01-27 |
WO2011010300A8 (fr) | 2012-03-08 |
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