WO2013014305A1 - Système de construction modulaire - Google Patents

Système de construction modulaire Download PDF

Info

Publication number
WO2013014305A1
WO2013014305A1 PCT/ES2012/070199 ES2012070199W WO2013014305A1 WO 2013014305 A1 WO2013014305 A1 WO 2013014305A1 ES 2012070199 W ES2012070199 W ES 2012070199W WO 2013014305 A1 WO2013014305 A1 WO 2013014305A1
Authority
WO
WIPO (PCT)
Prior art keywords
base
module
construction system
drawer
modules
Prior art date
Application number
PCT/ES2012/070199
Other languages
English (en)
Spanish (es)
Inventor
José Carlos ELIPE MAICAS
Original Assignee
Elipe Maicas Jose Carlos
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 Elipe Maicas Jose Carlos filed Critical Elipe Maicas Jose Carlos
Priority to EP12818452.0A priority Critical patent/EP2738316A1/fr
Publication of WO2013014305A1 publication Critical patent/WO2013014305A1/fr

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
    • E04B1/348—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
    • E04B2001/34892—Means allowing access to the units, e.g. stairs or cantilevered gangways

Definitions

  • the invention falls within the sector of modular construction, and more specifically in the modular construction of buildings intended for residential, individual or collective use.
  • EP1700964 and ES2303457A1 show modular construction systems consisting of reinforced concrete construction modules of high strength, to be stacked vertically and placed side by side in the construction of residential buildings preferably.
  • Each module forms a monolithic structure constituted by a horizontal hearth, four vertical pillars in the corners of the latter, four perimetral upper beams and a slab resting on them as a ceiling.
  • the modules include placement devices for stacking; lateral connection elements between the modules and / or horizontal and vertical clamping bands. DESCRIPTION OF THE INVENTION
  • a new concept of modular building is proposed, with different ranges of finishing both inside and outside, configurable from a computer program that allows you to evaluate its cost in real time, being able to choose options that can be incorporated easily, even afterwards.
  • the MODULAR CONSTRUCTION SYSTEM is developed entirely in the factory, including facilities and new technology for which different ranges are also provided that, if not incorporated, can be added later as a kit, even by the user himself through the records intended for the purpose that avoids any type of works.
  • the building assembly consists of the following phases:
  • REPLACEMENT SHEET (Rule 26) - Figure 1: It is a perspective view of the base of the housing module that shows the basic components of this piece: slab (1 .1), side walls (1 .3), corners (1 .4) and installation holes (fifteen).
  • FIG. 2 It is a perspective view of the corner of the base of the module (1 .4) with the round welded to it (2.1) to ensure its anchoring in the base.
  • FIG. 3 It is a perspective view of the housing module drawer that shows the basic components of this piece: Slab (3.1), L-pillars (3.4), side walls (3.6), side beams (3.7) and corners ( 3.5).
  • FIG. 4 It is a perspective view of the corner of the module drawer (3.5) with the round welded to it (4.1 and 4.2) to ensure its anchorage in the drawer.
  • FIG. 5 It is a perspective view of the corridor slab (5.1) and the support system at the base of the housing module (5.3 and 5.5)
  • FIG. 6 It is a perspective view of two housing modules (6.1), with the corridor (5.1) and with the facade mounting system (6.4 and 6.5)
  • FIG. 7 It is a perspective view of a building with housing modules where the joint pieces between modules are shown: Positioning parts (7.1) and anchoring parts (7.2).
  • FIG. 8 It is a perspective view of the cover module that shows the basic components of this piece: Module base (Same as Figure 1) and bibs (8.1)
  • FIG. 9 It is a sectioned perspective view of the ladder module, which shows the basic components of this piece: base (9.1) with transverse support beam (9.4), drawer (9.2) with transverse support beam (9.5 ) and precast concrete stringers (9.3).
  • FIG. 10 It is a perspective view, sectioned, of the elevator module, which shows the basic components of this part: Base of the elevator module (10.1) and drawer of the elevator module (10.2)
  • FIG. 14 It is a perspective view of a block type in closed block.
  • REPLACEMENT SHEET (Rule 26) They have four corners (base corner) (1 .4) so that the distance between the four corners is 6 cant58 by 2 ' 438 meters, coinciding with the standard measures for road transport with conventional trailers.
  • the corners of the base (1 .4) not only guarantee the transport and handling of the piece but also the connection between the different adjacent modules, giving unity to the building as a whole.
  • the walls of greater length under the slab of the base have some recesses (1 .6) that allow to pass the installations of a module to another of the same house.
  • round corrugated steel is welded to the first one, which is connected to the rest of the base assembly ( Figure 2).
  • a series of holes (1.5) closed by a beam (5.5) are provided for the passage of the installations and support of the corridor slab ( Figure 5).
  • Each of the pillars has in its upper part a corner (box of the drawer) (3.5) so that the distance between the four corners is 6 ⁇ 58 by 2 ' 438 meters, coinciding with the standard measures for transport and handling with cranes and therefore with the corners of the base (1 .4).
  • the corners of the drawer (3.5) not only guarantee the transport and handling of the piece but also the connection between the different adjacent modules, joining the corners of the drawer (3.5) with the corners of the base (1 .4) of the upper module and of the adjacent side modules through the anchoring parts (7.1) and positioning (7.2) described below.
  • the first two steel plates are welded to which, in turn, are welded round corrugated steel that are connected to the rest of the drawer assembly ( Figure 4).
  • the definitive measures of this module may be modified according to the requirements and needs of the user, being only necessary to adapt the mold to the specific measures that are desired. Only the positions of the corners of the base and the corners of the drawer will be kept constant, to ensure transport and handling by conventional means.
  • modules a housing activity is developed and assigned (Figure 1 1): Services module (kitchen + bathroom) (S), day module (D, D / N, T ), night module (N1, N2, 7) Depending on the assigned activity, the module can incorporate prefabricated partitions with metal substructure (1 1 .2) that delimit different spaces (kitchen-distributor-bathroom, bedroom-hallway, ...)
  • This housing module design (6.1) with a closet reservation for registrable facilities (6.3), allows great flexibility when organizing and exchanging the different types of homes on the different floors. This alternation allows two plants with three bedrooms, on the upper floor, four studios and on the lower floor two houses with one bedroom and a study, in all cases, all the facilities perfectly tidy and can be raised on one floor. Recordable with its matching verticality.
  • both the exterior façade and the interior partition walls between modules and between module and corridor (3.6) are composed of a reinforced concrete sheet that will also act as an interior finishing surface.
  • the thermal and acoustic insulation required according to regulations will be available, if necessary, on the outside of the module (6.4), as well as the exterior cladding (6.5) that may vary according to the technical needs of the project, the requirements of the developer or of the available budget.
  • Communication between modules within a home is done through frames or openings (1 1 .3) located on the vertical walls (3.6) of the drawer.
  • a profile acting as flashing (1 1 .1) is inserted into the communication frame between modules (1 1 .3)
  • neoprene bands (6.2) are arranged which In addition, they guarantee a more homogeneous support, avoiding direct contact between concretes of different modules.
  • REPLACEMENT SHEET (Rule 26) 1 .- Positioning pieces (7.1): They condition the horizontal movement between modules but not the vertical movement. It consists of a plate (7.1 .1) and four cones (7.1 .2) welded to it, two on the upper face and two on the lower face. This piece is inserted directly into the lower holes of the corners of the base (2.3) and in the upper corners of the corners of the drawer (4.3).
  • 2 - Anchorage Parts (7.2): They condition the vertical movement and give unity to the building as a whole. It consists of a tie rod (7.2.3), a tensioner at each end (7.2.2) and the connecting piece of the tie rod with the corner (7.2.1). Its geometry allows its use as a horizontal brace, below the corridor slab and as a vertical brace both in the exterior facade and in the separation of the module with the corridor ( Figure 7).
  • the stair module and the elevator module become part of the building as one more part of the series, as if it were a housing module, having identical dimensions ( Figure 9 and 10).
  • the position and number of stairs and elevators will not depend on geometric conditions but exclusively on regulatory or design requirements, and may not even have the elevator module or leaving the reserve without the machinery that could be placed later, even when in use building.
  • Base (9.1) With the same geometry as the bases of the housing modules ( Figure 1). It has a hole (9.7) in the slab where the stair stringers (9.3) are located, delimited by three walls (two longitudinal and one transverse) and an internal transverse beam (9.4), which has a recess that allows support prefabricated stair stringers (9.3)
  • Drawer (9.2) With the same geometry as the drawers of the housing modules. It has a hole in the slab (9.6) that coincides with that of the base (9.7) where the stair stringers are located (9.3). Located at medium height, on the side of shorter length adjacent to the hole (9.6), it has a transverse beam (9.5) that allows the intermediate support of the stair stringers (9.3) while defining the gap for the lighting and ventilation of this module (Figure 9).
  • Stair stride (9.3) Prefabricated piece of concrete that is placed through the holes in the base (9.7) and the drawer (9.6) based on a series of transverse beams (9.4 and 9.5) that guarantee the stability of the piece.
  • connection system between the different parts that make up the elevator module and the anchoring system between these modules in vertical and with the adjacent modules in horizontal is the same as in the housing modules ( Figure 7).
  • end pieces (8.4) are provided which ensures the seal of the joint between adjacent cover modules ( Figure 8).
  • the system allows to have different types of roof, depending on the intended use for this area (landscaped roof, inverted with gravel finish, passable, ).
  • the anchoring system between these modules and the lower modules and the adjacent horizontal modules is the same as in the housing modules ( Figure 7), that is, by means of positioning parts (7.1) and anchoring parts (7.2).
  • the housing modules can be arranged aligned next to each other or taking advantage of the corridor piece to organize the housing around it with rooms on either side.
  • This system would allow new modules to be added later to increase the surface of the houses.
  • the final image of the building will depend on the type of facade panel chosen, prefabricated panel, curtain wall, lightened facades, ...
  • the housing modules are arranged aligned to both sides of the corridor
  • the length and number of floors of the block will depend on the regulatory requirements and the needs of the client.
  • the stair and elevator modules are placed next to the housing modules, as one more module without altering the modulation of houses.
  • At least one module for technical rooms must be provided on the ground floor.
  • the final image of the building will depend on the type of facade panel chosen, precast concrete panel, curtain wall, lightened facades, ...
  • the housing modules are arranged around a central space composed of a stair module ( Figure 9) and the corridor (5.1).
  • REPLACEMENT SHEET (Rule 26) creating terraces of equivalent surface to a module, creating a dynamic final image in which the design and exterior shape of the building is incorporated as another variant.
  • a module On the Ground Floor, a module must be reserved, which acts as a hall, and allows access to the common central area and, depending on the number of homes, at least one other module for technical rooms (water and electricity, telecommunications ).
  • the final image of the building will depend on the type of facade panel chosen, precast concrete panel, curtain wall, lightened facades, ...
  • a reserve module for technical rooms (Water, electricity, telecommunications, 7) is planned for each stair core.
  • the final image of the building will depend on the type of facade panel that is chosen, the exterior can be different from the interior of the interior to the common area. 5.- DESCRIPTION OF AN EMBODIMENT
  • the system is composed of modular pieces of high-strength reinforced concrete (6.1). The construction of these is done through a factory mechanized formwork system that allows its reuse in the construction of new parts.
  • the mechanical formwork is formed by inner plates and outer plates. These plates are powered by hydraulic systems that perform the formwork and formwork actions.
  • the formwork has been designed to obtain the reinforced concrete parts described in the description section of the invention.
  • the habitable modules are complemented with others to form the building as a whole, already having all the facilities integrated since its manufacture, such as sanitary, electrical, home automation, heating, air conditioning, and others.
  • the modules form habitable rooms, containing all the facilities and finishes necessary for their use.
  • the vertical communication modules use the same type of formwork as the habitable modules, but adapted to the variations that these have in their geometry in order to be able to place the flights of stairs, in the stair module, and the machinery of the elevator and other installations in the elevator module.
  • the buildings developed are the result of the combination of industrialized modules. Its weight and measurements allow transport through conventional means.
  • Each housing module consists of two parts, "base” ( Figure 1) and “drawer” ( Figure 3) rigidly joined (6.1) guaranteeing the length of overlap of the reinforcements of each part (1 .2).
  • the facade enclosure consists of an inner concrete sheet (3.6) that is obtained from the mold of the "drawer” ( Figure 3). Inside the module, an optimal final finishing surface is obtained on which it would only be necessary to paint, in case of not wanting to leave the concrete seen. On the outside it acts as a support base for the thermal insulation (6.4) necessary to reach the values required by applicable regulations and for an exterior coating (6.5) that can vary according to the final image that is wanted to be given to the assembly, phenolic panels, Aluminum, ceramic, precast concrete, curtain walls,
  • Each module that receives abroad has its facade enclosure according to the design established in the building project.
  • holes (8.3) are provided to connect directly to the general network. In this way it is not necessary to drill the bases and avoid possible water seepage.
  • the system allows to have different types of roof, from the simple roof, to be used as a service area or facilities, to the landscaped roof with cistern, through the wooden finished roof for the terraces of the houses.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Residential Or Office Buildings (AREA)

Abstract

L'invention porte sur le secteur de la construction modulaire d'édifices destinés à un usage résidentiel, hôtelier, utilisés dans l'enseignement, y compris dans le domaine hospitalier. Les modules préfabriqués de béton composant l'édifice sont formés de trois pièces de bases : 1. - La base : Constitue le plancher de chaque module. Comprend 4 alaises dans la partie inférieure 2. - Le caisson : Constitue le plafond, les façades et les parois latérales de chaque module. Comprend 4 alaises dans la partie supérieure 3. Le couloir : Formé d'une dalle de largeur égale à celle de la base et de longueur variable suivant la norme et les exigences du bâtiment résultant. La base et le caisson s'unissent et forment une pièce unique rigide et monolithique. Pour cela, des armatures sont prévues dans la base dans l'attente d'être dissimulées par celles du caisson, ce qui confère une certaine continuité de cette forme à l'armature et garantit une résistance du joint de béton entre la base et le caisson. Les différents modules qui vont donner forme à l'édifice sont disposés directement en appui l'un sur l'autre et un à côté de l'autre. Des bandes de néoprène sont utilisées, elles garantissent un appui plus homogène, ce qui évite le contact direct entre des bétons des différents modules. La stabilité du bâtiment résultant face à des situations peu probables est assurée au moyen de deux types de pièces : pièce de positionnement et pièce d'ancrage. De manière similaire, les alaises de la base et du caisson proviennent des systèmes de transport et de stockage portuaire. Dans le cas d'un immeuble résidentiel, l'assemblage de divers modules configure le logement et l'assemblage de divers logements avec leurs modules respectifs de communication verticale (escalier et ascenseur) configure l'édifice.
PCT/ES2012/070199 2011-07-28 2012-03-23 Système de construction modulaire WO2013014305A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP12818452.0A EP2738316A1 (fr) 2011-07-28 2012-03-23 Système de construction modulaire

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ESP201100888 2011-07-28
ES201100888A ES2369947B1 (es) 2011-07-28 2011-07-28 Sistema de construcción modular.

Publications (1)

Publication Number Publication Date
WO2013014305A1 true WO2013014305A1 (fr) 2013-01-31

Family

ID=44996382

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/ES2012/070199 WO2013014305A1 (fr) 2011-07-28 2012-03-23 Système de construction modulaire

Country Status (2)

Country Link
ES (1) ES2369947B1 (fr)
WO (1) WO2013014305A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
PL441517A1 (pl) * 2022-06-21 2023-12-27 Bartosz Rembowski System modułowych, prefabrykowanych elementów konstrukcyjnych i sposób ich montażu

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014008551A1 (fr) * 2012-07-11 2014-01-16 1 Space Pty Ltd Constructions modulaires
AU2013205214B2 (en) * 2012-07-11 2017-05-04 1Space Pty Ltd Modular Buildings
AU2013289860A1 (en) * 2012-07-11 2015-02-12 1 Space Pty Ltd Modular buildings
CN106522372B (zh) * 2016-09-20 2019-01-15 上海迅铸建筑科技有限公司 一种混合式集成房屋及施工方法

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1481428A (fr) * 1966-05-26 1967-05-19 Cottbus Wohnungsbau Cellule composée de plaques de béton armé individuelles et son procédé de fabrication
US3871146A (en) * 1972-07-28 1975-03-18 Trebron Holdings Ltd Constant module system
FR2430487A1 (fr) * 1978-07-06 1980-02-01 Maioli Amos Cellule modulaire prefabriquee en forme de parallelepipede creux pour la formation de complexes d'habitation a usage prive ou public
US4599829A (en) * 1983-08-25 1986-07-15 Tandemloc, Inc. Modular container building system
WO1998040573A1 (fr) * 1997-03-10 1998-09-17 Concrete Volumes Sweden Ab Dispositif pour relier de maniere detachable des unites de construction prefabriquees, incorporees a un batiment
EP1184521A1 (fr) * 2000-09-01 2002-03-06 Thierry Baur Perfectionnement aux structures de bâtiment monocoque modulaire
ES2284306A1 (es) * 2005-03-03 2007-11-01 Compact-Habit, S.L. Sistema de construccion modular.

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1481428A (fr) * 1966-05-26 1967-05-19 Cottbus Wohnungsbau Cellule composée de plaques de béton armé individuelles et son procédé de fabrication
US3871146A (en) * 1972-07-28 1975-03-18 Trebron Holdings Ltd Constant module system
FR2430487A1 (fr) * 1978-07-06 1980-02-01 Maioli Amos Cellule modulaire prefabriquee en forme de parallelepipede creux pour la formation de complexes d'habitation a usage prive ou public
US4599829A (en) * 1983-08-25 1986-07-15 Tandemloc, Inc. Modular container building system
WO1998040573A1 (fr) * 1997-03-10 1998-09-17 Concrete Volumes Sweden Ab Dispositif pour relier de maniere detachable des unites de construction prefabriquees, incorporees a un batiment
EP1184521A1 (fr) * 2000-09-01 2002-03-06 Thierry Baur Perfectionnement aux structures de bâtiment monocoque modulaire
ES2284306A1 (es) * 2005-03-03 2007-11-01 Compact-Habit, S.L. Sistema de construccion modular.

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
PL441517A1 (pl) * 2022-06-21 2023-12-27 Bartosz Rembowski System modułowych, prefabrykowanych elementów konstrukcyjnych i sposób ich montażu

Also Published As

Publication number Publication date
ES2369947A1 (es) 2011-12-09
ES2369947B1 (es) 2012-04-20

Similar Documents

Publication Publication Date Title
US10190309B2 (en) Slab construction system and method for constructing multi-story buildings using pre-manufactured structures
ES2281289B1 (es) Vivienda unifamiliar prefabricada de hormigon armado y procedimiento de montaje de la misma.
ES2809717T3 (es) Soportes de pared de acero estructural apilados
EP1971727B1 (fr) Construction de batiments
KR101389203B1 (ko) 프리캐스트 콘크리트 골조와 모듈러 유닛을 이용한 중고층 주거용 건축물의 시공방법
ES2333636B1 (es) Modulo semirresistente prefabricado para construccion y procedimientode montaje en obra del mismo.
US4586299A (en) Building system of interconnected block elements
ES2369947B1 (es) Sistema de construcción modular.
EP2738316A1 (fr) Système de construction modulaire
RU80487U1 (ru) Система сборного каркасного домостроения (скд) и узел сопряжения корытообразных ребристых плит перекрытия с сборно-монолитным ригелем, перекрытие, узел стыка сборных железобетонных колонн, узел сопряжения сборно-монолитного ригеля со сборной железобетонной колонной и корытообразной ребристой плитой перекрытия
ES2529603B1 (es) Sistema constructivo edificaciones modulares de madera
RU174824U1 (ru) Многоэтажный жилой дом
ES2393446B1 (es) Sistema de construcción modular
RU2281365C2 (ru) Здание из панельных элементов
PL236879B1 (pl) Prefabrykowany dwuwęzłowy słup konstrukcyjny
JP3546900B2 (ja) コンクリ−ト建物の単位構造および凹所部材
ES2412280B1 (es) Sistema de construcción modular
ES1272154U (es) Edificacion modular en altura ampliable, desmontable y reutilizable conformada por elementos prefabricados
RU125603U1 (ru) Блок-секция крупнопанельного многоэтажного здания
ES2450642B1 (es) Sistema de construcción industrializado de edificaciones
ES2292276B1 (es) Sistema modular de construccion.
WO2014020193A1 (fr) Module structural et d'installations pour la construction de bâtiments
ES1074344U (es) Módulo prefabricado para construcción de viviendas.
ITVI20090010A1 (it) Sistema di prefabbricazione a tunnel in legno per costruzioni civili abitative di diverse tipologie
CZ16786U1 (cs) Modulový dům

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 12818452

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

WWE Wipo information: entry into national phase

Ref document number: 2012818452

Country of ref document: EP