WO2014009538A1 - Système structural modulaire et structure modulaire - Google Patents

Système structural modulaire et structure modulaire Download PDF

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Publication number
WO2014009538A1
WO2014009538A1 PCT/EP2013/064813 EP2013064813W WO2014009538A1 WO 2014009538 A1 WO2014009538 A1 WO 2014009538A1 EP 2013064813 W EP2013064813 W EP 2013064813W WO 2014009538 A1 WO2014009538 A1 WO 2014009538A1
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WO
WIPO (PCT)
Prior art keywords
modular
height
thickness
panel
structural system
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.)
Ceased
Application number
PCT/EP2013/064813
Other languages
English (en)
Inventor
Favio Alberto ROIS
Claudio Rois KOVACEVIC
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.)
AGER PHARIA GmbH
Original Assignee
AGER PHARIA GmbH
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 AGER PHARIA GmbH filed Critical AGER PHARIA GmbH
Publication of WO2014009538A1 publication Critical patent/WO2014009538A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/22Moulds for making units for prefabricated buildings, i.e. units each comprising an important section of at least two limiting planes of a room or space, e.g. cells; Moulds for making prefabricated stair units
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/10Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
    • E04C2/20Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of plastics
    • E04C2/205Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of plastics of foamed plastics, or of plastics and foamed plastics, optionally reinforced
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348Structures 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
    • E04B1/34815Elements not integrated in a skeleton
    • E04B1/34823Elements not integrated in a skeleton the supporting structure consisting of concrete

Definitions

  • the present invention relates to structural systems, in particular to building systems, and more particularly to unit-based housing construction systems. Further, the present invention relates to a modular and/or a portable panel. Furthermore, the present invention relates to a modular and/or portable molding matrix. In addition, the present invention relates to use of the said systems, modular panel, modular molding matrix.
  • Figures 2A-2E Depict a four-point hosting model.
  • Figure 2D Illustrates maximum moments of flexion on footing slab.
  • Figure 3 Depicts a modular mould.
  • Figure 6 Depicts modular folded mould.
  • Figures 7-8 Depict system of modular mould with tensioners and keys.
  • Figures 10-1 IB Depict views of the transportation trolley for the assembly line option.
  • Figures 12A-13 Depict a system of dual-effect hydraulic actuator for hoisting
  • Figure 13 Depicts jack with dual-effect hydraulic actuator and one eccentric. DETAILED DESCRIPTION OF THE INVENTION
  • the system, the modular and/or portable panel, and the modular and/or portable molding matrix according to the present invention provide efficiency and speed in the construction, manufacturing, and production capacity of variety of structures, including the housing units and room units.
  • they provide high levels of intrinsic quality such as habitability, durability, strength, flexibility, and overall safety.
  • they provide a first class product with the above characteristics at a cost that is competitive with an alternative in situ approach.
  • the implementation of such structure and unit is possible to be made on any type of soil, unlike the known approaches.
  • Other features and advantages of the invention will be apparent from the following description.
  • the present invention provides a structure comprising a modular panel comprising polystyrene slabs, panels, sheets, or plates or a series of polystyrene slabs, panels, sheets or plates and welded steel meshes.
  • the structure according to the present invention preferably includes housing units, walls, floors, ceiling, and doors.
  • FIG. 1 For instance: Aluminium plate system:
  • the present invention relates to a hydraulic jack for hoisting the structure or the housing unit according to the present invention. Also, the present invention discloses a jack with dual-effect hydraulic actuator and one eccentric (see Figure 13). In further embodiment the present invention disclose a system of dual- effect hydraulic actuator for hoisting (see Figures 121-13) ⁇
  • the present invention relates to a modular structural system comprising a plurality of modular moulding matrix for formwork, preferably, each modular moulding matrix comprises a modular panel comprising a polystyrene slab, panel, sheet, or plate or a series of polystyrene slabs, panels, sheets or plates and a welded steel meshes enclosing the polystyrene slab.
  • the surface of the panel comprises concrete.
  • the system in addition to the moulding matrix comprises a hydraulic jack for hoisting or a jack with dual-effect hydraulic actuator and one eccentric.
  • the system further to the modular panels or the moulding matrix, and the hydraulic jack according to previous embodiments comprises a trolley as set-forth above.
  • the present invention provides a system according to any of the preceding embodiment further comprising a working stage description.
  • the present relates to production line manufacturing processes and systems that allow the units to be assembled, transported and installed for immediate use.
  • the present invention relates to a method of assembling a structure, in particular assembling a housing unit.
  • the method of assembling of the structure according to the invention comprises any of the embodiments as set-forth above.
  • the present invention relates to the assembled structure comprising any of the preceding embodiments.
  • the technology also offers two equally efficient alternative options suitable for different applications:
  • Static or 'Airport' system With this option the unit is assembled in a fixed location, with the various teams of workers progressively incorporating each of the stages required up to completion, in accordance with a minutely detailed schedule which includes the number of workers deployed, the times required to perform each task and the support needed from the workshop for each specialist function.
  • the present invention discloses a house manufacturing plan methods and times study according to Table 1.
  • the capacity of the panels is such in response to these demands that the tests in all cases come to an end because the anchoring elements have failed, although these values are sufficiently high to define more than satisfactory performance (50/100 kN at a height of 2.4 m - 4 cm panel)
  • a prototype residential home built entirely from panels was subjected to horizontal accelerations of 10 m/s2, with variable frequencies, including that of the structure itself, with absolutely no type of damage or cracking being recorded.
  • the panels have been classified as E (the highest category) having been exposed to 140 mm/h rain with winds of 106 km/h for 24 + drying + 72 hours.
  • Figures 2A-2E depict a four-point hosting model:
  • Figure 2A shows diagram of tensions ⁇ xx caused by the action of its own weight. Distance from support to edges 2.40, Normal horizontal tensions: Most below 2.5 kg/cm2, At aperture angles, local maximums from -10 to +16 kg/cm2
  • Figure 2B shows diagram of normal vertical tensions ⁇ yy: All within +/-4kg/cm2
  • Figure 2C shows main tensions ⁇ greater (traction where applicable)
  • Figure 2E shows diagram of displacements (not to scale)
  • the homes are constructed using a semi-elastic reinforced concrete footing slab, calculated for the extreme cases of possible ground conditions, and making rational use of the structural functionality of the superstructure materials.
  • These slabs are 15 cm thick, with a quantity of metal meshwork determined in accordance with the demands, the characteristics of the supporting terrain question, in other words the acceptable resistance levels and ballast moduli and the conditions required in accordance with hoisting and transportation stresses.
  • Structure and walls The walls of the home themselves provide the load-bearing structure, which comprises all the walls acting as component elements of the construction system, or otherwise as reinforced concrete partitions.
  • the heat transfer coefficient k is calculated in accordance with the terms of IRAM 11601 and concordant standards.
  • Roof Constructed using a traditional 6 cm thick reinforced concrete slab, as the base payer for the heat insulation, which comprises 3 cm thick expanded polystyrene sheets to which is attached a roof made of pre-painted trapezoidal sheeting or imitation tiling, using screws with plastic plugs and elastomer washers.
  • the side and ridge boards are pre-painted and bolted to the roof structure.
  • the piping is corrugated and fire- resistant.
  • the conductors are single-pole, insulated with PVC, earth wiring with terminal for spike connection.
  • the house is fitted with three circuits with the corresponding breakers and a primary circuit-breaker for the whole system.
  • Heating Electric heating panels, one per room, powered by a special electrical circuit.
  • Windows and doors :
  • Exterior and interior plastering Walls with textured acrylic rendering, of the Revear type. Waterproof. Drop ceiling with mould-resistant latex paint.
  • Floors Wooden flooring with wooden skirting boards in all rooms, except bathrooms. In the bathrooms the floors are tiled, with pointed joints.
  • Light fittings Light fittings with energy-saving bulbs in all rooms.
  • Furnishing Roller blinds fitted to all windows (except in bathrooms).
  • Main bedroom Double bed with mattress, pillows and bedspread. Two bedside tables with lamps. Wardrobe and decorative picture. Baby room: Complete baby's cot with blanket. Bedside table with lamp and decorations, rocker and rag. Selection of toys.
  • Living-dining room Refrigerator. Washing machine. Microwaves. Coffee maker. Wooden table with four wooden chairs. 2-seater sofa. 1-seater armchair. Rug. Standard lamp. Doormats.
  • the homes are constructed using a semi-elastic reinforced concrete footing slab, calculated for the extreme cases of possible ground conditions, and making rational use of the structural functionality of the superstructure materials.
  • These slabs are 15 cm thick, with a quantity of metal meshwork determined in accordance with the demands, the characteristics of the supporting terrain question, in other words the acceptable resistance levels and ballast moduli and the conditions required in accordance with hoisting and transportation stresses.
  • the walls of the classroom themselves provide the load-bearing structure, which comprises all the walls acting as component elements of the M2 construction system, or otherwise as reinforced concrete partitions.
  • the heat transfer coefficient k is calculated in accordance with the terms of IRAM 11601 and concordant standards.
  • the side and ridge boards are pre-painted and bolted to the roof structure.
  • Polypropylene piping and accessories are used, with rubber ring seals of the AWADUCT make, feeding into a collector pipe inserted into the footing slab, 0.110 m in diameter, which can be extended as far as the connection to the inspection box or septic tank.
  • Saladillo H3 homopolymer polypropylene piping and accessories are used, with heat- fusion joints.
  • Exterior doors with sheet metal frames and injected double sheeting door panels with a double pallet lock and peephole Exterior doors with sheet metal frames and injected double sheeting door panels with a double pallet lock and peephole.
  • Walls with textured acrylic rendering, of the Revear type Waterproof and elastic. Drop ceiling with mould-resistant latex paint.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
PCT/EP2013/064813 2012-07-13 2013-07-12 Système structural modulaire et structure modulaire Ceased WO2014009538A1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
US201261671113P 2012-07-13 2012-07-13
US61/671,113 2012-07-13
EP12176262.9 2012-07-13
EP12176262 2012-07-13

Publications (1)

Publication Number Publication Date
WO2014009538A1 true WO2014009538A1 (fr) 2014-01-16

Family

ID=49915439

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP2013/064813 Ceased WO2014009538A1 (fr) 2012-07-13 2013-07-12 Système structural modulaire et structure modulaire

Country Status (1)

Country Link
WO (1) WO2014009538A1 (fr)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2164367A (en) * 1984-09-10 1986-03-19 Partek Ab A concrete building unit of a sandwich structure
US5058345A (en) * 1990-07-17 1991-10-22 Martinez Manuel J Reinforced structural panel and method of making same
WO1996024735A2 (fr) * 1995-02-07 1996-08-15 The Trustees Of The Don Trust Elements de construction preformes et procedes afferents
US5728334A (en) * 1994-12-16 1998-03-17 Daewoo Hawaii Corporation DWS system method for manufacturing pre-cast concrete modules

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2164367A (en) * 1984-09-10 1986-03-19 Partek Ab A concrete building unit of a sandwich structure
US5058345A (en) * 1990-07-17 1991-10-22 Martinez Manuel J Reinforced structural panel and method of making same
US5728334A (en) * 1994-12-16 1998-03-17 Daewoo Hawaii Corporation DWS system method for manufacturing pre-cast concrete modules
WO1996024735A2 (fr) * 1995-02-07 1996-08-15 The Trustees Of The Don Trust Elements de construction preformes et procedes afferents

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