EP2456928A2 - Module structural pour construction de bâtiments - Google Patents

Module structural pour construction de bâtiments

Info

Publication number
EP2456928A2
EP2456928A2 EP10739707A EP10739707A EP2456928A2 EP 2456928 A2 EP2456928 A2 EP 2456928A2 EP 10739707 A EP10739707 A EP 10739707A EP 10739707 A EP10739707 A EP 10739707A EP 2456928 A2 EP2456928 A2 EP 2456928A2
Authority
EP
European Patent Office
Prior art keywords
structural
module
modules
concrete
wall
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.)
Granted
Application number
EP10739707A
Other languages
German (de)
English (en)
Other versions
EP2456928B8 (fr
EP2456928B1 (fr
Inventor
Denis Fleming
John Joseph Fleming
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.)
VISION MODULAR SYSTEMS UK LIMITED
Original Assignee
Biomedy Ltd
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 Biomedy Ltd filed Critical Biomedy Ltd
Priority to PL10739707T priority Critical patent/PL2456928T3/pl
Publication of EP2456928A2 publication Critical patent/EP2456928A2/fr
Application granted granted Critical
Publication of EP2456928B1 publication Critical patent/EP2456928B1/fr
Publication of EP2456928B8 publication Critical patent/EP2456928B8/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348—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
    • 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.
  • 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 300kg/m 3 and 1200kg/m 3 between frame members of said structural frame.
  • the concrete is cellular, including air entrainment. In one embodiment, the concrete density is in the range of 400 to 600 kg/m 3 .
  • the concrete is 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 tire 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.
  • 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.
  • the module comprises a tie plate configured to be secured to a plurality of other modules at a corner.
  • 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.
  • 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.
  • At least one module has a tie with a head engaging behind a vertical slot in the core.
  • 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.
  • 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 density is within the range of 400 kg/m 3 to 600 kg/m 3 .
  • 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.
  • 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.
  • Fig. 1 is a perspective view of structural members of a structural module of the invention
  • Fig. 2 is a perspective view showing a number of such modules arranged to form a building, again only showing the structural frameworks of the modules;
  • Fig. 3 is a cross-sectional plan view through adjoining structural walls when two modules are placed side by side;
  • Figs. 4 and 5 are perspective views at corners of modules, showing how they are tied together for enhanced seismic resistance
  • Fig. 6 is a plan view showing connection of a non-load bearing internal wall to a load- bearing external wall of a module.
  • Figs. 7 and 8 are perspective views of tie parts for tying a module to a building core
  • Figs. 9(a) to (c) are side views showing use of the tie parts for tying a module at the floor level
  • Figs. 10(a) to 10(c) are side views showing their use for tying at ceiling level. Description of the Embodiments
  • 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
  • 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.
  • 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 , however it can range from 300kg/m 3 to 1200kg/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.
  • the MgO board 21 has excellent fire resistance properties.
  • the cellular concrete 20 reduces transfer of heat to the steel, and it has a thermal conductivity significantly lower than conventional concrete, which is a contributing factor to its improved fire performance.
  • the delay in temperature rise of the steel to the critical level of about 50O 0 C is very advantageous for fire safety of a multi-storey building. With ENl 365-1 loaded fire testing, over 120 mins Fire Resistance has been achieved, despite the fact that the wall is relatively thin, in this example 82mm.
  • the acoustic performance of the module is significantly improved due to the wall composition as the wall is designed to deal with a wider range of sound frequencies.
  • a compartment wall formed by two module walls has been tested in a laboratory and has achieved 62dB Rw and Rw + Ctr of 57dB. This is approximately 9dB better than the current Building Regulations in Ireland and 12 dB better than the current UK Building Regulations.
  • the cellular lightweight concrete (CLC) at about 500 kg/m 3 has on average 14 times better thermal insulation than that of conventional concrete. This reduces the requirement for insulation for external walls.
  • 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:
  • the foam is produced in a machine that takes water, compressed air, and a biological foaming agent that produces lightweight foam which encapsulates small air bubbles. This enables the foam to be mixed into a sand-cement- water mortar without the bubbles collapsing, thus keeping the mix at a stable density.
  • the foam is fully integrated in the mixture, it is transferred into a hopper before being cast into the wall panels on a horizontal bed and screeded off level.
  • the wall construction both in terms of the building constructed from the module and the method of manufacturing the module.
  • One of the most important advantages is that the module solves a particular acoustic problem which is generally associated with modular construction. It will also be appreciated that the process of manufacture is more efficient because of avoidance of manual infill of insulation, the lightweight concrete being cast by machine. In the factory the casting machine pours, levels, and screeds the infill concrete automatically.
  • 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.

Landscapes

  • 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)

Abstract

La présente invention se rapporte à un module structural (1) comprenant un plancher structural (2), des murs porteurs (3, 16), et un plafond structural (5), conçu pour supporter d’autres modules structuraux (1) dans un bâtiment à plusieurs étages. Les murs porteurs comprennent une ossature structurale (4) et du béton léger (20) entre les éléments d’ossature. Le béton présente une densité comprise dans la plage de 400 kg/m3 et 600 kg/m3, et est cellulaire, comprenant un entraînement de l’air. Le béton est moulé entre les éléments d’ossature, remplissant totalement les vides situés entre les éléments d’ossature le long du plan du mur, et les murs structuraux sont conçus de sorte que, lorsque deux modules sont juxtaposés, il y ait un mur combiné comprenant une cavité entre les modules structuraux. Les murs structuraux (3) peuvent être revêtus sur au moins un côté par des plaques de MgO (21), le béton léger et les plaques offrant une résistance au feu d’au moins deux heures. Il peut y avoir un support vertical (32) dans un coin pour une mise en prise avec une goupille de positionnement (33) d’un module attenant supérieur ou inférieur. Le module peut comprendre une plaque d’attache (30) conçue pour être fixée à une pluralité d’autres modules dans un coin, la plaque (30) comprenant un trou débouchant destiné à recevoir une goupille de positionnement (33) d’un module attenant.
EP10739707.7A 2009-07-23 2010-07-22 Module structural pour construction de bâtiments Active EP2456928B8 (fr)

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 true EP2456928A2 (fr) 2012-05-30
EP2456928B1 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) CN102575465B (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 (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019219286A1 (fr) 2018-05-17 2019-11-21 Spanminx Limited Module structurel à liaisons verticales

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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
CN104060695A (zh) * 2013-03-22 2014-09-24 广东新会中集特种运输设备有限公司 模块化建筑及其构建方法
CN104594670A (zh) * 2014-08-21 2015-05-06 浙江省电力设计院 一种装配式变电站的建筑物结构体系
CN107208412A (zh) * 2015-01-20 2017-09-26 阿迪塔兹公司 用于结构性框架建筑物的模块化内部分隔件
CN105464386A (zh) * 2015-11-30 2016-04-06 柳承烈 被动式建筑用模块及利用此的被动式建筑施工方法
CN105464385A (zh) * 2015-11-30 2016-04-06 柳承烈 高效模块化建筑用组装块及利用此的建筑施工方法
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
RS62905B1 (sr) * 2016-11-15 2022-03-31 Werk Eins Gmbh Stambeni blok i postupak izrade termičke izolacije
CN110892118B (zh) * 2017-05-19 2021-10-15 威格建筑***有限责任公司 将多孔混凝土结合于堆叠结构钢壁框架中的壁模块
EP3981928B1 (fr) 2017-06-09 2024-01-31 Spanminx Limited Attachement structurel de module et méthode d'assemblage d'une pluralité de modules
CN108301870B (zh) * 2017-12-13 2019-06-11 中国矿业大学 一种煤矿井下充填袋状结构及其使用方法
CN109811878A (zh) * 2019-03-18 2019-05-28 江西万和建筑科技有限公司 装配式建筑现浇叠合模壳一体化结构与施工方法
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
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IE20100466A1 (en) 2011-02-02
EP2456928B8 (fr) 2015-10-07
EP2456928B1 (fr) 2015-09-02
CN102575465B (zh) 2016-01-13
GB2485298B8 (en) 2015-09-23
GB2485298B (en) 2015-09-02
RU2012104206A (ru) 2013-08-27
WO2011010300A2 (fr) 2011-01-27
HK1223664A1 (zh) 2017-08-04
GB201201028D0 (en) 2012-03-07
GB2485298A (en) 2012-05-09
RU2543396C2 (ru) 2015-02-27
CN105625580B (zh) 2019-09-10
IE86614B1 (en) 2016-01-13
WO2011010300A8 (fr) 2012-03-08
PL2456928T3 (pl) 2016-01-29
CN105625580A (zh) 2016-06-01
CN102575465A (zh) 2012-07-11
WO2011010300A3 (fr) 2011-03-24

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