WO2018174825A1 - Structure volumétrique préfabriquée et préfinie d'un bâtiment - Google Patents

Structure volumétrique préfabriquée et préfinie d'un bâtiment Download PDF

Info

Publication number
WO2018174825A1
WO2018174825A1 PCT/SG2018/050128 SG2018050128W WO2018174825A1 WO 2018174825 A1 WO2018174825 A1 WO 2018174825A1 SG 2018050128 W SG2018050128 W SG 2018050128W WO 2018174825 A1 WO2018174825 A1 WO 2018174825A1
Authority
WO
WIPO (PCT)
Prior art keywords
ppvc
modules
module
ppvc modules
bars
Prior art date
Application number
PCT/SG2018/050128
Other languages
English (en)
Inventor
Bian Tiong TAN
Choong Guide NG
Kuan Sian CHEW
Original Assignee
Excel Precast Pte 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 Excel Precast Pte Ltd filed Critical Excel Precast Pte Ltd
Priority to SG11201908292X priority Critical patent/SG11201908292XA/en
Priority to CN201880020314.4A priority patent/CN110612373A/zh
Publication of WO2018174825A1 publication Critical patent/WO2018174825A1/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

Definitions

  • the present invention relates to a method for construction of a building.
  • the invention relates to a method of pre-fabricated pre-finished volumetric construction of a building.
  • Modular construction is a process where structural elements (or modules) are prefabricated off-site prior to transportation of the completed or mostly completed modules to a site of construction for assembly.
  • a form of modular construction is prefabricated prefinished volumetric construction (PPVC), where the prefabricated modules are also fitted with internal finishes, fittings and fixtures in a factory off-site before the completed modules are transported on-site for final assembly.
  • PPVC prefinished volumetric construction
  • PPVC polyvinylene
  • a shear wall structural system comprising braced panels (also known as shear walls) which are used to counter the effects of lateral load acting on a structure.
  • a shear wall provides stiff resistances to vertical and horizontal forces acting in its plane and is capable of transferring loads vertically to a building's foundation.
  • this results in less flexibility for an internal design of the building since these shear walls, which act as supporting structures, cannot be demolished or removed.
  • a type of modular construction involves only five-walled modules (e.g. a module without a roof).
  • the five-walled modules used in such a modular construction reduce ease and safety of assembly on-site since workers are not provided with a platform for working on top of these five-walled modules during the final assembly on-site.
  • such five-walled modules cannot be completely finished internally off-site (e.g. mechanical and electrical connections cannot be pre-installed since no ceiling is provided for each five-walled module), thereby resulting in more time required for assembly and finishing on-site.
  • a method for constructing a p re-fabricated pre-finished volumetric construction (PPVC) module for a building comprising:
  • the body of the PPVC module comprises one or more load-bearing columns and beams, and six walls including a roof that covers a top of the PPVC module;
  • Embodiments of the invention therefore provide a method for constructing a prefabricated pre-finished volumetric construction (PPVC) module for a building.
  • the method comprises: (i) casting of concrete to form a body of the PPVC module, where the body of the PPVC module comprises one or more load-bearing columns and six walls including a roof that covers a top of the PPVC module; and (ii) substantially finishing an interior of the PPVC module before the PPVC module is transported to a site for assembly into a building.
  • a roof i.e.
  • a sixth wall) in the PPVC module advantageously provides protection for workers and finishes from weather elements, while allowing installation of safety barricades using cast-in provisions on the roof of the PPVC module to improve safety for workers during on-site assembly/installation of the PPVC modules.
  • the provision of a roof also improves efficiency for construction as it provides a platform for light human traffic during PPVC module assembly and it permits simple stacking of PPVC modules for easy installation.
  • the six-sided PPVC module minimises structural connection inspection and building maintenance since each PPVC module is self-contained, and improves containment of fire in an event of a fire breakout.
  • the overall building cost of construction may be reduced due to savings gained as a results of more efficient construction (e.g. decreasing manpower and logistics costs) and improved safety on-site (e.g. decreasing housekeeping costs).
  • each PPVC module advantageously enhances the structural performance of a building compared to a conventional load-bearing shear wall system since it improves lateral load transfer (e.g. wind or earthquake etc.).
  • a method of assembling a plurality of PPVC modules comprising: positioning a second PPVC module adjacent to a first PPVC module; providing a bar in a cavity of each of the first and second PPVC modules; and providing a connecting plate between the bars of the first and second PPVC modules, the connecting plate being operationally connected to the bars of the first and second PPVC modules.
  • the method may comprise providing at least one spacer in a region of a top end of each cavity adjacent to each of the bars of the first and second PPVC modules, wherein the at least one spacer is positioned in an area of recess formed by a recessed edge of the top of each of the first and second PPVC modules and wherein the at least one spacer is positioned beneath the connecting plate.
  • the method may comprise providing at least one coupler at a top end of each of the bars.
  • the method may comprise providing a mortar bedding extending between the bars of the first and second PPVC modules atop the connecting plate, the mortar bedding being operationally connected to the at least one coupler of each of the first and second PPVC modules.
  • the method may comprise providing a grout, wherein the grout fills each of the cavities of the first and second PPVC modules and covers the connecting plate.
  • the method may comprise:
  • the method may comprise providing another grout, the another grout fills each of the cavities of the another two adjacent PPVC modules and covers each of the at least one coupler of the first and second PPVC modules.
  • the method may comprise providing a rod in a gap between the first and second PPVC modules, wherein the rod is placed in a direction parallel to a length of the top of the first and second PPVC modules.
  • the method may comprise applying a sealant between the gap wherein the sealant covers the rod and a top of the gap.
  • a PPVC module for pre-fabricated pre-finished volumetric construction (PPVC) of a building comprising:
  • the body comprises one or more load-bearing columns and beams, and six walls including a roof at a top of the PPVC module.
  • the PPVC module may comprise:
  • the PPVC module may comprise a plurality of cast-in provisions at the roof for further attachment of further elements.
  • the PPVC module may comprise one or more safety barricades wherein the one or more safety barricades are secured using the plurality of cast-in provisions at the roof.
  • an assembly comprising two or more of the preceding PPVC modules.
  • each of the module may comprise:
  • the at least one spacer placed in a region of the top end of the cavity besides the bar, the at least one spacer being positioned in an area of recess formed by a recessed edge of each of the PPVC modules;
  • the assembly may comprise a connecting plate provided between the bars of each of the PPVC modules, the connecting plate being operationally connected to the bars of the PPVC modules.
  • the assembly may comprise a grout filling each of the cavities of the PPVC modules and the area of recess, and covering the at least one spacer of each PPVC module and the connecting plate.
  • the assembly may comprise a mortar bedding extending between the bars of the PPVC modules atop the connecting plate, the mortar bedding being operationally connected to the at least one coupler of each of the PPVC modules.
  • the at least one spacer may be held under compression by the connecting plate.
  • the present invention aims to provide an improved method for construction that helps to improve productivity while decreasing construction time.
  • Fig. 1 shows an illustration of a building constructed using pre-fabricated pre-finished construction (PPVC) modules in accordance with an embodiment of the invention
  • Fig. 2 shows steps of a method for PPVC of a building in accordance with an embodiment of the invention
  • FIG. 3 shows an illustration of a PPVC module with six walls in accordance with an embodiment of the invention
  • Fig. 4 shows an illustration of load-transfer in a PPVC column and beam system in accordance with an embodiment of the invention
  • Fig. 5 comprising Figs. 5A and 5B, shows illustrations of applying protection to a PPVC module in accordance with an embodiment of the invention
  • FIG. 6 shows an illustration of different types of facade available for a PPVC module in accordance with embodiments of the invention
  • Fig. 7 shows an illustration of lifting of a PPVC module in accordance with an embodiment of the invention
  • Fig. 8 shows steps of a method for providing safety barricades on a PPVC module in accordance with an embodiment of the invention
  • Fig. 9 shows an illustration of a PPVC module fitted with safety barricades using cast-in provisions in accordance with an embodiment of the invention
  • Fig. 10 shows an illustration of a plurality of PPVC modules fitted with safety barricades using cast-in provisions in accordance with an embodiment of the invention
  • Fig. 1 1 comprising Figs. 1 1A and 11 B, shows illustrations of lateral connections between adjacent PPVC modules in accordance with an embodiment of the invention
  • Fig. 12 shows steps of a method for connecting two PPVC modules laterally in accordance with an embodiment of the invention
  • Fig. 13 shows an illustration of a rod and a sealant provided in a gap between two adjacent PPVC modules in accordance with an embodiment of the invention
  • Fig. 14 shows a perspective view of a plurality of PPVC modules where a rod and a sealant are applied along a perimeter of a common area between two adjacent PPVC modules in accordance with an embodiment of the invention
  • Fig. 15 shows an illustration of a gap between two adjacent PPVC modules with a rod and a sealant in accordance with an embodiment of the invention
  • Fig. 16 shows an illustration of two bars provided in each one of two cavities of adjacent PPVC modules in accordance with an embodiment of the invention
  • Fig. 17 shows an illustration of two spacers and a connecting plate between the bars of the PPVC modules in accordance with an embodiment of the invention
  • Fig. 18 shows an illustration of a coupler on each bar in each cavity of the PPVC modules in accordance with an embodiment of the invention
  • Fig. 19 shows an illustration of a grout filling each of the cavities and covering the connecting plate in accordance with an embodiment of the invention
  • Fig. 20 shows an illustration of a mortar bedding extending between the bars in accordance with an embodiment of the invention
  • Fig. 21 shows steps of a method for filling a gap between two adjacent PPVC modules using a rod and a sealant in accordance with an embodiment of the invention
  • Fig. 22 shows steps of a method for connecting PPVC modules vertically in accordance with an embodiment of the invention
  • Fig. 23 shows an illustration of another two adjacent PPVC modules aligned above the PPVC modules of Fig. 20 in accordance with an embodiment of the invention
  • Fig. 24 shows an illustration of bars provided in cavities of the another two adjacent PPVC modules in accordance with an embodiment of the invention
  • Fig. 25 shows an illustration of bars provided in cavities of four PPVC modules for connecting the four PPVC modules in accordance with an embodiment of the invention
  • Fig. 26 shows an illustration of a grout filling each of the cavities of the another two adjacent PPVC modules in accordance with an embodiment of the invention
  • Fig. 27 shows an illustration of a cross-sectional view of eight PPVC modules in accordance with an embodiment of the invention
  • Fig. 28 shows an illustration of connecting joints at an intersection of four PPVC modules in accordance with an embodiment of the invention
  • Fig. 29 shows a cross-sectional view of two vertically-stacked PPVC modules in accordance with an embodiment of the invention
  • Fig. 30 shows an enlarged view of a cross-section of two vertically-stacked PPVC modules in accordance with an embodiment of the invention
  • Fig. 31 shows illustrations of mechanical, electrical and plumbing (MEP) services and a false ceiling provided between adjacent PPVC modules in accordance with an embodiment of the invention
  • Fig. 32 shows a plan view of a cross-section of four laterally connected PPVC modules in accordance with an embodiment of the invention
  • Fig. 33 shows a plan view of a cross-section of three laterally connected PPVC modules in accordance with an embodiment of the invention
  • Fig. 34 shows an illustration of dry and wet areas partitioned in a PPVC module in accordance with an embodiment of the invention.
  • Fig. 35 shows an illustration of a roof deck constructed at a top of a plurality of PPVC modules in accordance with an embodiment of the invention.
  • the present invention aims to provide an improved method for construction that helps to improve productivity and safety while decreasing construction time.
  • a PPVC module with six walls i.e. a floor, four walls and a roof
  • the provision of a roof improves efficiency for construction as it allows interiors to be finished to a greater degree off-site and provides a platform for light human traffic during PPVC module assembly while also permitting simple stacking of PPVC modules for easy installation.
  • a six-sided PPVC module minimises structural connection inspection and building maintenance since each PPVC module is self- contained.
  • FIG. 1 shows an illustration of a building 100 constructed using pre-fabricated pre- finished construction (PPVC) modules in accordance with an embodiment of the invention.
  • the building as shown comprises a plurality of PPVC modules 1 10 with pre-finished interior and facade adjoined together to form the building 100.
  • a central structural core 102 may be erected several floors ahead prior to the installation of the PPVC modules 110. Tie brackets or connecting plates may be used to connect the PPVC modules 110 to the central structural core 102 for stability. The methods for assembling the PPVC modules 110 will be discussed in further detail in relation to Figs. 12 to 26.
  • FIG. 2 shows steps of a method 200 for PPVC of a building in accordance with an embodiment of the invention. Steps 204, 208 and 210 shown in dotted lines are optional steps.
  • a body of the PPVC module 1 10 is formed by casting concrete.
  • the body of the PPVC module comprises at least one load-bearing column and/or at least one structural beam, and six walls including a roof that covers a top of the PPVC module.
  • One or more of the six walls may comprise an opening for full-height windows or walls.
  • One or more balcony and/or air-conditioning ledge may also be attached to the body of the PPVC module.
  • the body of the PPVC module 1 10 may be fabricated in a concrete casting factory off-site. Pre-casting checks may be carried out, for example, to ensure that the dimensions of a mould for concrete casting are within specified tolerances. Any rebars or cast-in items in the body of the PPVC module may also be formed and casted into the concrete of the body in this step.
  • the concrete PPVC module may be received at another factory for internal fittings, if casting of the concrete and installation of fittings are not performed at the same place.
  • inspection of dimensions and conditions of a structure of the concrete PPVC module may be performed to ensure structural integrity.
  • the actual dimensions of the body of the PPVC module may be compared to design drawings to ensure that the PPVC module is fabricated to scale.
  • the concrete may also be tested for its strength and moisture to ensure that the concrete meets the necessary requirements.
  • an interior of the PPVC module is fitted (i.e. finished). Fitting of the interior of the PPVC module involves a number of phases, namely - (i) installing internal/external partition wall boards; (ii) installing mechanical/electrical (M&E) pipes and wirings (e.g.
  • Inspection and checks may be performed as each phase is completed. For example, after M&E pipes and wirings are installed, locations of these installations may be checked against that in the design drawings. Workmanships and qualities of the materials (e.g. tiling works, installation of mirrors, cabinets, air-conditioning units etc.) may also be inspected at each phase. The fitting process as described may be performed in a sheltered factory environment.
  • a step 208 all the interior fittings performed in the step 206 will undergo a final inspection. Any defects found at this stage are rectified accordingly.
  • the PPVC modules manufactured will meet all statutory requirements and there is a complete quality system in place to ensure proper execution of all processes during the course of PPVC module production.
  • a step 210 protection is applied to all fitted materials as well as the interior and an exterior of the PPVC module.
  • suitable protective film or cling wraps may be used to protect architectural finishes from deteriorating over time or during transport and assembly.
  • the PPVC module is delivered and supplied to the site for final assembly in a building construction.
  • the completed PPVC may be installed similar to precast volumetric concrete on-site.
  • the PPVC modules may be rigged during installation using suitable structures which will be discussed in more detail in relation to Fig. 7. Mating joints used in assembling the PPVC modules on-site may be treated once the PPVC modules are installed. Installation of the PPVC modules may include applying minor architectural finishes and forming mechanical, electrical and plumbing (MEP) inter-connections between modules. Since the PPVC modules are substantially finished (i.e. nearly completed), mating works/treatments should be quick and minor.
  • MEP mechanical, electrical and plumbing
  • Table 1 compares a productivity of each major activity for building construction using a conventional method and PPVC according to embodiments of the invention. It may be noted, in particular, that an overall productivity of the conventional method (i.e. a method involving components of the building fabricated on-site) is lower at less than 75% of the productivity of the PPVC (on-site & off-site).
  • Table 1 there is: (i) an increase of productivity for PPVC (on-site) method compared to the conventional method by about 38%; (ii) an increase of productivity for PPVC (off-site) method compared to the conventional method by about 44%; and (iii) an increase of productivity for PPVC (on-site and off-site) method compared to the conventional method by about 41 %.
  • This table is tabulated based on a typical dwelling unit with an area of 90m 2 .
  • FIG. 3 shows an illustration of a PPVC module 300 with six walls in accordance with an embodiment of the invention.
  • a main body 302 comprising a floor 304, four walls 305 and a ceiling 306 of the PPVC module is fabricated using concrete, preferably pre-cast concrete.
  • the PPVC module may comprise at least one partition wall 308 where the at least one partition wall 308 may be fabricated using drywall partition boards.
  • a facade 310 and an end wall 312 may be fabricated using pre-cast concrete, light weight concrete or an appropriate drywall.
  • all materials used in the fabrication of the PPVC module meets all statutory requirements and there is a complete quality check system in place to ensure proper execution of all trades in the PPVC production process.
  • the PPVC module fabricated complies with current building control standards and other international standards. Moreover, the PPVC module manufactured may be designed to fit onto available trailers (e.g. trailers suitable for Singapore roads). For PPVC modules of special sizes, special trailers with escorts may be deployed. Necessary permits (e.g. oversized vehicle movement permits) may also be applied for prior to transportation of these PPVC modules to the site.
  • Fig. 4 shows an illustration of load-transfer in a PPVC column and beam system in accordance with an embodiment of the invention.
  • the PPVC system of the present invention is restrained vertically by bars in columns of the PPVC modules and laterally by connecting plates used in connecting PPVC modules laterally.
  • imposed and dead loads e.g. a weight of concrete used in walls of a PPVC module etc.
  • lateral wind loads 404 may be transferred by lateral means 406 (e.g.
  • the load-bearing columns and beams system employed advantageously enhances the structural performance of a building compared to a conventional load-bearing shear wall system since it improves lateral load transfer (e.g. due to wind or earthquake etc.).
  • FIG. 5 comprising Figs. 5A and 5B, shows illustrations of applying protection to a PPVC module in accordance with an embodiment of the invention.
  • FIG. 5A shows an illustration of a finished PPVC module in a factory off-site prior to application of protective films/layers/covers.
  • a soil stack opening 502, glass and window frames 504, and a side opening 506 (e.g. door frame) of the PPVC module may require protection to prevent them from being damaged.
  • Fig. 5B shows an illustration of a PPVC module completed with protection.
  • the soil stack 502 is covered by a removable metal cover 508, the glass and window frames 504 are covered by at least a layer of vinyl film 510, and the side opening 506 is covered by a removable vinyl canvass 512.
  • the protection is applied to the exterior and interior of the PPVC module before transportation and installation/assembly on-site.
  • the applied protection serves to prevent interior finishes and fittings of the PPVC module from damaging during transportation and/or installation on-site.
  • all interior finishing of the PPVC module may also be protected.
  • FIG. 6 shows an illustration of different types of facade available for a PPVC module 300 in accordance with embodiments of the invention.
  • different external facade e.g. a window and air-conditioning ledge 602, a connecting corridor 604, a curtain/wall cladding 606, a wall and door 608, and/or a balcony 610
  • a window and air-conditioning ledge 602 may be installed on a PPVC module 300 and protected appropriately off-site.
  • Table 2 shows a minimum level of completion for each element of a PPVC module off-site in accordance with embodiments of the invention. All PPVC modules manufactured may comply with a minimum level of completion as shown below.
  • Fig. 7 shows an illustration of lifting of a PPVC module in accordance with an embodiment of the invention.
  • the completed PPVC module is installed in a similar manner as a precast concrete component at site.
  • the completed PPVC module may be rigged in a suitable conventional manner (e.g. using reinforced anchors and/or lifting lugs) to allow the PPVC module to be lifted up for assembly on-site.
  • the completed PPVC module is lifted by a rigging frame 702.
  • a design of the rigging frame 702 may take into consideration (i) a structural stability of the rigging frame 702, and (ii) a centre of gravity (CG) of the PPVC module and its weight.
  • CG centre of gravity
  • the design of the rigging frame 702 may be checked and endorsed by a relevant professional engineer to ensure that necessary safety regulations are met.
  • installation of the PPVC modules comprises a critical drop-in method.
  • the choice of an appropriate lifting equipment is critical in lifting the PPVC modules for assembly on-site.
  • a tower crane with a suitable capacity may be chosen for lifting of PPVC modules in a construction of high-rise buildings.
  • tower crane lifting of PPVC modules is to be carefully planned and executed to ensure safety during lifting of the PPVC modules.
  • heavier PPVC modules are positioned nearer to a mast of the tower crane while lighter PPVCs are positioned further from the mast during lifting.
  • Fig. 8 shows steps of a method for providing safety barricades on a PPVC module in accordance with an embodiment of the invention.
  • a plurality of cast-in provisions are provided on a roof of the PPVC module.
  • the plurality of cast-in provisions enable safety barricades to be mounted on the roof of the PPVC module.
  • a plurality of safety barricades are secured to the roof of the PPVC module using the plurality of cast-in provisions provided in the step 802.
  • the safety barricades facilitate a safe working condition for the workers on the roof of the PPVC module. This is important since most if not all critical drop-down works involved in assembling PPVC modules on-site are conducted on the roof of the PPVC module. Levelling works between vertically stacked PPVC modules may also be conducted on the roof of the PPVC module.
  • FIG. 9 shows an illustration of a PPVC module fitted with safety barricades 904 using cast-in provisions 902 in accordance with an embodiment of the invention.
  • Fig. 10 shows an illustration of a plurality of PPVC modules fitted with safety barricades 904 using cast-in provisions in accordance with an embodiment of the invention.
  • the safety barricades can be freely arranged to form a perimeter along the edges of the PPVC modules. All of the installed safety barricades can be dismounted easily at any time to allow further stacking of PPVC modules on top of an existing level of PPVC modules.
  • FIG. 1 1 shows illustrations of lateral connections between adjacent PPVC modules in accordance with an embodiment of the invention.
  • Fig. 1 1 shows illustrations of lateral connections between adjacent PPVC modules in accordance with an embodiment of the invention.
  • FIG. 11A shows a cross-sectional plan view of four laterally connected PPVC modules. Lateral connections may be applied onto the load-bearing columns 1 102 of adjoining PPVC modules.
  • Fig. 11 B comprises a perspective view of the four laterally connected PPVC modules in Fig. 1 1A and a blown-up illustration of the lateral connections used in joining two of the adjacent PPVC modules.
  • Each lateral connection may comprise: (i) a bar 1104 provided in each cavity of the load bearing column, (ii) at least one spacer 1106 which is placed onto a recessed area formed by a combination of recessed edges of the adjoining
  • PPVC modules and (iii) a connecting plate 1108 and a coupler 1 110 for each bar 1 104.
  • the bar 1 104 is a continuity bar.
  • An embodiment of a method for laterally connecting two adjacent PPVC modules is discussed below in relation to Fig. 12. [0054]
  • Fig. 12 shows steps of a method 1200 for connecting two PPVC modules laterally in accordance with an embodiment of the invention. The method 1200 may be repeated to connect a plurality of PPVC modules laterally.
  • a second PPVC module (or another PPVC module) is aligned adjacent to a first PPVC module.
  • at least one load-bearing column of the second module is aligned adjacent to a load-bearing column of the first PPVC module such that a lateral connection may be applied across these two columns.
  • a rod may be provided and placed in a gap between the PPVC modules.
  • the rod provided is a backer rod.
  • a sealant may be applied subsequently at a top of the gap above the rod to cover the gap between the PPVC modules.
  • a bar is provided in a cavity of each column of the two PPVC modules.
  • the cavity may be aligned substantially vertically along a length of the column.
  • the bars are designed to take tensile loads and accidental loads in accordance with national and/or international standards (e.g. design code SS EN1991-1-7:2009).
  • the bars ensure continuity between PPVC modules vertically for vertical transfer of loads to a foundation of the building.
  • the bar may be made of steel.
  • At least one spacer may be provided.
  • the at least one spacer may comprise one or more shim plates.
  • the at least one spacer may be positioned in an area of recess formed by a combination of recessed edges at a top of the adjoining PPVC modules.
  • the at least one spacer may be used to improve floor level evenness between vertically stacked PPVC modules which will be discussed in more detail in relation to Fig. 28.
  • a connecting plate is provided between the continuity bars where the connecting plate is operationally connected to the continuity bars of the PPVC modules.
  • the connecting plate may be positioned on top of the at least one spacer if the at least one spacer is provided in the step 1206.
  • the connecting plate is used as a lateral restraint and is designed to take shear forces and compressive forces due to lateral loads in accordance with national and/or international standards (e.g. design code SS EN 1991 -1-7:2009).
  • the connecting plate may be made of steel.
  • a step 1210 at least one coupler is provided at a top end of each of the continuity bars of the PPVC modules.
  • a grout is provided to fill each of the cavities of the PPVC modules.
  • the grout may be a non-shrink grout.
  • the grout covers the connecting plate. This advantageously prevents exposure of the connecting plate to air, thereby minimises potential corrosion to the connecting plate and ensures effective lateral load transfer.
  • a mortar bedding is provided between the continuity bars of the PPVC modules atop the connecting plate where the mortar bedding is operationally connected to the at least one coupler (and thereby is also connected to the continuity bars) provided in the step 1210.
  • the mortar bedding is positioned on top of the grout which covers the connecting plate.
  • Figs. 13 to 20 depict a series of illustrations showing steps of the method 1200 for connecting two PPVC modules laterally in accordance with an embodiment of the invention.
  • FIG. 13 an illustration of a backer rod and a sealant provided in a gap between two adjacent PPVC modules is shown in accordance with an embodiment of the invention.
  • a rod 1302 e.g. a backer rod
  • a suitable sealant 1304 may then be applied to at a top of the gap to cover the rod 1302 and the gap between the PPVC modules.
  • the sealant aids to prevent water ingress between the adjacent PPVC modules during assembly on- site and/or after the building is completed.
  • Fig. 14 shows a perspective view of a plurality of PPVC modules where a rod and a sealant are applied along a perimeter (marked with thickened lines 1402) of a common area between two adjacent PPVC modules in accordance with an embodiment of the invention.
  • FIG. 15 an illustration of a gap between two adjacent PPVC modules 1501 with a rod (e.g. a backer rod) and a sealant is shown.
  • An area of recess 1502 is formed by a combination of recessed edges at a top of the two adjacent PPVC modules 1501 when the PPVC modules are positioned side-by-side.
  • a corrugated pipe may be placed within each cavity 1503 of each column 1504 of the adjacent PPVC modules 1501.
  • a rod 1506 (shown as a cross-section here in Fig. 15) may be placed horizontally in a gap between the PPVC modules 1501 and covered by a sealant 1508 which is applied at a top of the gap.
  • the rod may be placed in a direction parallel to a length of the top of the PPVC modules 1501. In some embodiments, the rod may be placed along an entire perimeter near the edge of an adjoining area between the two adjacent PPVC modules 1501 (e.g. as shown in Fig. 14).
  • Fig. 16 shows an illustration of a bar 1602 (e.g. a continuity bar) provided in each cavity 1503 of each column 1504 of the PPVC modules 1501 in accordance with an embodiment of the invention (see e.g. the step 1204 of Fig. 12).
  • the distance D as shown in Fig. 16 provides an indication of a threading depth of the bar in a coupler (see e.g. in Fig.
  • D used in connecting bars of vertically stacked PPVC modules.
  • D will be larger than twice a diameter of the bar. This indicates an insufficient threading depth.
  • D is equal to twice a diameter of the bar, it indicates a sufficient threading depth. In some embodiments, it is sufficient to thread the bar to a depth of about a diameter of the bar to ensure a sufficient threading depth.
  • the bar 1602 is threaded and the cavity 1503 is provided by an internally corrugated pipe (not shown).
  • FIG. 17 shows an illustration of two spacers 1702 and a connecting plate 1704 between the bars 1602 of the PPVC modules 1501 in accordance with an embodiment of the invention (see e.g. the steps 1206 and 1208 of Fig. 12).
  • the two spacers 1702 are placed on each side of the two adjacent PPVC modules 1501 and in the area of recess 1502.
  • the connecting plate 1704 is placed on top of the two spacers 1702 between the bars of the adjacent PPVC modules and is connected to the bars.
  • the connecting plate 1704 is placed within the area of recess 1502 (i.e. below a top level of the roofs of the PPVC modules) as shown in Fig. 17.
  • Fig. 18 shows an illustration of a coupler 1802 on each bar in each cavity 1503 of the PPVC modules 1501 in accordance with an embodiment of the invention (see e.g. the step 1210 of Fig. 12).
  • the coupler 1802 is fastened to a top end of each bar 1602.
  • the bars 1602 are placed under tension by the coupler 1802 (e.g. in a case where bottom ends of the bars 1602 are also fastened to another set of couplers 1802 attached to a pair of bottom PPVC modules).
  • the two spacers 1702 are under compression by the connecting plate 1704 which is locked in place by the coupler 1802.
  • Fig. 19 shows an illustration of a grout 1902 filling each of the cavities 1503 of each column 1504 and covering the connecting plate 1704 in accordance with an embodiment of the invention (see e.g. the step 1210 of Fig. 12).
  • the grout 1902 may be a non-shrink grout.
  • the grout covers each of the column 1504, the two spacers 1702 and the connecting plate 1704.
  • the connecting plate 1704 is fully covered by the grout. This may be checked visually during inspection.
  • Fig. 20 shows an illustration of a mortar bedding 2002 between the bars 1602 in accordance with an embodiment of the invention (see e.g. the step 1212 of Fig. 12).
  • the mortar bedding 2002 may be a high-strength metal plate.
  • the mortar bedding 2002 is placed atop the connecting plate 1704 and on top of the grout 1902.
  • the mortar bedding 2002 is operationally connected to each of the couplers 1802 at each end of the bars 1602.
  • Fig. 21 shows steps of a method 2100 for filling a gap between two adjacent PPVC modules using a rod and a sealant in accordance with an embodiment of the invention.
  • a rod is provided in a gap between the PPVC modules.
  • the rod may be placed in a direction parallel to a length of a top of the adjacent PPVC modules.
  • the rod may be placed along an entire perimeter near the edge of an adjoining area between the two adjacent PPVC modules (see e.g. Fig. 14).
  • a sealant may be applied at a top of the gap and may cover the rod provided in the step 2102.
  • the sealant may be water-proof. The application of the sealant advantageously prevents water ingress during assembly of PPVC modules on-site and/or after the building is completed.
  • Fig. 22 shows steps of a method 2200 for connecting PPVC modules vertically in accordance with an embodiment of the invention.
  • the method 2200 may be repeated to connect a plurality of PPVC modules vertically.
  • a step 2202 another two adjacent PPVC modules are aligned above the two adjacent PPVC modules (see e.g. in Fig. 20).
  • each column of the another two adjacent PPVC modules is positioned onto a respective column of the PPVC modules below.
  • a bar (similar to the bars 1602 provided in the step 1204 of Fig. 12) is provided into a cavity of each column of the two upper PPVC modules.
  • the bars are inserted into the corrugated pipes in the columns.
  • each bar provided in its respective cavity of each column of each of the upper PPVC modules is fastened to its respective coupler using a bottom end of the bar.
  • fastening the bar of the upper PPVC modules to its respective coupler involves screwing the bar with a torque wrench or a screw-driver.
  • a grout is provided into each cavity of each column of the upper PPVC modules.
  • the grout may be a non-shrink grout.
  • the entire column is filled with grout up to a top end of the column. In some embodiments, it is not necessary to fill the entire column of the upper PPVC modules with grout.
  • Figs. 23 to 26 depict a series of illustrations showing steps of the method 2200 for connecting PPVC modules vertically in accordance with an embodiment of the invention.
  • FIG. 23 an illustration of another two adjacent PPVC modules 2302 aligned above the PPVC modules 1501 of Fig. 20 is shown.
  • the mortar bedding 2002 installed in the step 1214 now takes up an air space between the upper and the lower PPVC modules.
  • corrugated pipes are provided in columns 2304 of the upper PPVC modules 2302 (i.e.
  • the corrugated pipes are aligned to the couplers 1802 which are fixedly connected to the top end of the bars 1602 in the cavities 1503 of the columns 1504 of the two adjacent PPVC modules below such that each coupler 1802 is fitted into a bottom end of each of the corrugated pipes.
  • the upper PPVC modules 2302 are aligned with the PPVC modules below such that each coupler 1802 is fitted into a bottom end of each column 2304 of the upper PPVC modules 2302.
  • Fig. 24 shows an illustration of bars 2402 provided in cavities 2403 of the columns 2304 of the another two adjacent PPVC modules 2302 in accordance with an embodiment of the invention.
  • the bars 2402 are fastened to its respective coupler 1802 using a bottom end of the bar 2402.
  • fastening the bar 2402 to its respective coupler 1802 involves screwing the bar 2402 with a torque wrench or a screw-driver from a top end of the bar 2402.
  • a suitable distance 2404 which corresponds to a protrusion length that can be measured at a top of the upper PPVC modules, is measured. This is shown in more detail in relation to Fig. 25.
  • the distance 2404 is about twice a diameter of the bar 2402. In other embodiments, the distance 2402 is of a similar magnitude as the diameter of the bar 2402. In some embodiments, the distance 2402 is about one and a half times the diameter of the bar 2402.
  • Fig. 25 shows an illustration of bars 1602, 2402 provided in the cavities 1503, 2403 of the columns 1504, 2304 of four PPVC modules 1501 , 2302 used in connecting the four PPVC modules 1501 , 2302 in accordance with an embodiment of the invention.
  • a length of the bar 2502 may be same as a height 2504 of the PPVC module. In this case, it may be straight-forward to inspect critical parameters in relation to installation of the bars 1602, 2402 in each PPVC module 1501 , 2302 using the methods 1200, 2200 for PPVC modules assembly.
  • a protrusion length 2506 measured from a top of the upper PPVC modules 2302 corresponds to the distance 2404 that the bar 2402 has inserted into its respective coupler 1802 of the PPVC modules 1501 below.
  • Fig. 26 shows an illustration of a grout 2602 filling each of the cavities 2403 of the columns 2304 of the another two adjacent PPVC modules 2302 in accordance with an embodiment of the invention.
  • This grouting sequence eliminates the high pressure resulting from pouring of the grout along the entire height (approximately 3m) of the PPVC module to the bottom of the PPVC module 2501.
  • a large part of a wall between two PPVC modules will be filled with a substantial volume of grout. This may result in an overwhelming pressure which may result in bulges in the shear walls.
  • the grout is contained inside the cavities of the load bearing columns in the present method, and may therefore eliminate any pressure issues posed by the grout.
  • inspection may be performed to determine if the PPVC modules have been connected up to desired standard laterally and/or vertically.
  • borescope inspections are performed at horizontal spaces and/or vertical spaces between the PPVC modules.
  • inspection holes e.g. with a diameter of 25mm
  • the inspection holes may be covered by plugs. These plugs may be removed for accessing the horizontal spaces during inspections.
  • a borescope inspection of horizontal spaces between PPVC modules may involve checking of unlikely water seepages, and gap spaces between vertically stacked PPVC modules (e.g. lookout for spalling concrete between walls, columns, beams and slabs etc.).
  • a hole maybe provided through a flooring between two adjoining PPVC modules.
  • the hole may allow inspection of the sealant 1508, the rod 1506, and the gap between the two adjoining PPVC modules.
  • the hole may be patched up with putty after the inspection.
  • FIG. 27 shows an illustration of a cross-sectional view of eight PPVC modules 2702 in accordance with an embodiment of the invention. A method of ensuring alignment or evenness of floor finishes between upper and lower PPVC modules will be discussed in relation to an enlarged diagram of an intersection 2704 of four PPVC modules 2706 as shown in Fig. 28.
  • Fig. 28 shows an illustration of connecting joints at the intersection 2704 of four PPVC modules 2706 in accordance with an embodiment of the invention.
  • an upper PPVC floor 2802 is supported on a lower PPVC ceiling 2804 by a spacer 2806.
  • Another similar upper PPVC floor 2808 is also supported on another lower PPVC ceiling 2810 by another spacer 2812.
  • the spacers 2806, 2812 may comprise at least one shim plate.
  • a plurality of spacers 2806, 2812 are placed between the upper PPVC floors 2802, 2808 and the lower PPVC ceilings 2804, 2810.
  • a floor level between the two upper PPVC slabs 2802, 2808 may be adjusted and levelled by using the plurality of spacers 2806, 2812. For example, if the upper PPVC floor 2808 is higher than that of the upper PPVC floor 2802, a height of the plurality of spacers 2810, 2812 may be reduced to level the two PPVC floors 2802, 2808 (e.g. by decreasing a number of spacers 2806, 2812). Once the floors 2802, 2808 of the upper PPVC modules are levelled, floor finishes 2814 may be laid across the floors of the two upper PPVC modules 2802, 2808.
  • Fig. 29 shows a cross-sectional view of two vertically stacked PPVC modules 2902, 2904 in accordance with an embodiment of the invention.
  • an upper PPVC module 2902 is positioned above a lower PPVC module 2904.
  • Interior finishing of the PPVC modules 2902, 2904 are also shown.
  • mechanical and electrical (M&E) connections 2906 have been installed above a false ceiling 2908.
  • M&E mechanical and electrical
  • a soil shaft 2912 and a soil pipe 2914 are also present in each of the PPVC modules 2902, 2904.
  • the soil shaft 2912 may be enclosed by suitable drywall partitions (see e.g. Fig. 34 for more detail).
  • a location of the soil shaft 2912 water-proofing of the soil shaft may be provided.
  • the upper PPVC module 2902 is stacked above the lower PPVC module 2904, it is important to ensure that the soil shaft 2912 and an opening for the soil pipe 2914 between the PPVC modules 2902, 2904 are aligned properly within error margins.
  • An enlarged diagram showing an intersection 2916 between the two PPVC modules is shown in Fig. 30.
  • Fig. 30 shows an enlarged view of a cross-section of two vertically stacked PPVC modules 2902, 2904 in accordance with an embodiment of the invention.
  • the soil pipe 2914 passes through the two vertically stacked PPVC modules 2902, 2904.
  • a floor 3002 of the upper PPVC module 2902 is stacked above a ceiling 3004 of the lower PPVC module 2904 with a ring gasket 3006 placed between the floor 3002 and the ceiling 3004.
  • the ring gasket 3006 is positioned adjacent to an edge of an opening through which the soil pipe 2914 passes through between the upper PPVC module 2902 and the lower PPVC module 2904. This advantageously helps to prevent any water seepage from the soil pipe 2914 if necessary.
  • the ring gasket 3006 may be made of rubber.
  • FIG. 31 shows illustrations of mechanical, electrical and plumbing (MEP) services and a false ceiling provided between adjacent PPVC modules in accordance with an embodiment of the invention.
  • Fig. 31A shows MEP services termination 3102 and false ceiling termination 3104 of the two adjacent PPVC modules.
  • connection of the MEP services can be done on-site.
  • Connected MEP services 3106 between the two adjacent PPVC modules is shown in Fig. 31 B.
  • Electrical services may follow a path along a connecting corridor above false ceilings between PPVC modules and may branch off to other parts of the PPVC modules.
  • the services may be extended to suitable locations for power points, lights switches, data points etc. on walls of the PPVC modules via vertical conduits embedded if necessary.
  • Fig. 31 C shows a completed false ceiling 3108 provided between the two adjacent PPVC modules.
  • the completion of the false ceiling can be carried out after the MEP services are connected as shown in Fig. 31 B. Access openings may be provided in the false ceiling for purposes of maintenance.
  • Figs. 32 to 34 illustrate water-proofing between adjacent PPVC modules.
  • a plan view of a cross-section of four laterally connected PPVC modules is depicted in accordance with an embodiment of the invention.
  • the four PPVC modules comprises an en-suite master bedroom PPVC module 3202, a PPVC module 3204 with a bedroom and a common bathroom, a PPVC module 3206 with a bedroom and a kitchen and a living room PPVC module 3208.
  • Areas in the bathrooms e.g. in the PPVC modules 3202 and 3204
  • the kitchen e.g.
  • a cross section of the PPVC modules 3202, 3204 and 3206 along a line 3210 is shown in Fig. 33.
  • Fig. 33 shows a plan view of a cross-section view of three laterally connected PPVC modules 3202, 3204 and 3206 in accordance with an embodiment of the invention.
  • Water seepage may be prevented from occurring between the PPVC modules 3202, 3204 and 3206 through use of a water-proofing treatment (shown as thickened lines 3302 along portions of the walls in the PPVC modules 3202, 3004, 3206) in the wet areas of adjacent PPVC modules.
  • the PPVC modules 3202, 3204 and 3206 are completely compartmentalized by concrete walls which aids to minimise water seepage between adjacent PPVC modules.
  • Fig. 34 shows an illustration of dry and wet areas partitioned in a PPVC module in accordance with an embodiment of the invention.
  • Drywall partition boards 3402 may be installed on each side of a partition which serves to divide space in a PPVC module.
  • the drywall partition boards 3402 may comprise a fire resistance plasterboard.
  • the thickness of the drywall partition boards 3402 may range from 10mm to 20mm. If partition is required between a dry area and a wet area within a PPVC module, an additional layer of waterproof partition board 3404 may be used.
  • a suitable sealant 3406 lining a bottom part of the water-proof partition board 3404 and around a bottom corner to beneath a floor tile surface of the PPVC module may be applied to prevent water seepage (the suitable sealant may be similarly applied in the water-proofing treatment shown in Fig. 33) between the wet and dry areas within the PPVC module.
  • Skirting 3408 may be applied to a bottom of the partition if necessary to cover a joint between the partition and a floor of the PPVC module.
  • a bottom track 3410 may be fitted to a desire area of the floor where the partition is to be erected.
  • an acoustic sealant 3412 is applied beneath the bottom track 3410.
  • the bottom track 3410 may be secured to the floor using fasteners 3414. Studs (or support frames) 3416 may then be constructed and placed onto the bottom track as shown in Fig. 34.
  • the studs 3416 functions as a frame where partition boards 3402, 3404 may be mounted. In some embodiments, insulation 3418 is fitted within the partition. Wall tiles 3420 may be adhered to the partition boards if it is required (e.g. for the wet area as shown in Fig. 34).
  • materials used for dry wall partitions, false ceilings are non- combustible.
  • the materials may have achieved appropriate fire-test performance reports and certificates.
  • bodies of PPVC modules are made of a precast concrete of grade 40 and above, and is non-combustible.
  • PPVC modules comprising six walls and fabricated using concrete may therefore allow containment of a fire within a dwelling unit made of a PPVC module and prevent spreading of the fire to other dwelling units.
  • the concrete structure of a PPVC module has a fire rating of 1 - 2 hours. Dwelling units made of concrete PPVC modules may sustain a minimal damage due to a fire. As such, unlike steel-based PPVCs, inspection of an integrity of a building structure may not be required in a building made of concrete PPVCs.
  • Fig. 35 shows an illustration of a roof deck 3500 constructed at a top of a plurality of PPVC modules in accordance with an embodiment of the invention.
  • the roof deck 3500 may be constructed after the necessary PPVC modules have been assembled on-site.
  • the roof deck 3500 comprises stumps 3502 placed above columns of the PPVC modules.
  • the stumps 3502 may function to support roof slabs 3504 and may be made of concrete.
  • One or more roof slabs 3504 are placed onto the stumps 3502 to form a top surface of the roof deck 3500.
  • the roof slabs 3504 may be made of concrete. Water-proofing treatments may be carried out on the roof slabs 3504 to improve durability of the roof deck against external weather elements.
  • the roof deck 3500 formed in this manner advantageously comprise an air gap 3506 between the PPVC modules and the roof slabs 3504.
  • the air gap 3506 acts as an insulation to minimise temperature fluctuations (e.g. as a result of direct heating from the sun in a summer or cooling by fallen snow in a winter) experienced by top-most PPVC modules directly beneath the roof deck 3500.
  • a parapet 3508 may also be installed along a perimeter of the roof deck 3500. The parapet 3508 may act as safety barriers for maintenance work and/or use to facilitate installation of a removable gondola frame for cleaning works performed on a facade of the building.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

L'invention concerne une structure volumétrique préfabriquée et préfinie d'un bâtiment et un procédé de construction d'un module à structure volumétrique préfabriquée et préfinie (CVPP) pour un bâtiment. Le procédé consiste : (i) à couler du béton pour former le corps du module CVPP, le corps du module CVPP comprenant une ou plusieurs colonnes et poutres porteuses, et six parois comprenant un toit qui recouvre une partie supérieure du module CVPP ; et (ii) à finir sensiblement l'intérieur du module CVPP avant le transport de celui-ci vers un site où il sera assemblé pour former un bâtiment.
PCT/SG2018/050128 2017-03-23 2018-03-23 Structure volumétrique préfabriquée et préfinie d'un bâtiment WO2018174825A1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
SG11201908292X SG11201908292XA (en) 2017-03-23 2018-03-23 Pre-fabricated pre-finished volumetric construction of a building
CN201880020314.4A CN110612373A (zh) 2017-03-23 2018-03-23 建筑物的预制预装饰体积建造

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
SG10201702390T 2017-03-23
SG10201702390T 2017-03-23

Publications (1)

Publication Number Publication Date
WO2018174825A1 true WO2018174825A1 (fr) 2018-09-27

Family

ID=63586141

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/SG2018/050128 WO2018174825A1 (fr) 2017-03-23 2018-03-23 Structure volumétrique préfabriquée et préfinie d'un bâtiment

Country Status (3)

Country Link
CN (1) CN110612373A (fr)
SG (1) SG11201908292XA (fr)
WO (1) WO2018174825A1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020214086A1 (fr) * 2019-04-16 2020-10-22 Integrated Precast Solutions Pte Ltd Bâtiment préfabriqué
FR3106146A1 (fr) * 2020-01-15 2021-07-16 Eric INCARBONA Module de forme sensiblement parallélépipédique destiné à la formation d’un habitat modulaire et habitat modulaire
WO2022170430A1 (fr) * 2021-02-12 2022-08-18 Lodestar Structures Inc. Module destiné à être utilisé dans la préparation d'une structure préfabriquée, son procédé de fabrication et cadre de transport
US11885145B2 (en) 2021-05-20 2024-01-30 Sano Development Limited Hybrid building system, building and method

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20040182016A1 (en) * 2003-03-19 2004-09-23 Locke Reginald A. J. Modular building connector
US20050108957A1 (en) * 2003-11-25 2005-05-26 Quesada Jorge D. Pre-fabricated building modules and method of installation
CN103216115A (zh) * 2012-12-20 2013-07-24 沈阳瑞福工业住宅有限公司 模块化整体移动式房屋
US20140123573A1 (en) * 2012-11-06 2014-05-08 FC+Skanska Modular, LLC Modular building unit connection system
US20160040443A1 (en) * 2013-07-29 2016-02-11 Qube Building Systems Inc. Modular Building System
CN105839782A (zh) * 2016-05-13 2016-08-10 上海莫欧实业有限公司 新型的模块化房屋

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20040182016A1 (en) * 2003-03-19 2004-09-23 Locke Reginald A. J. Modular building connector
US20050108957A1 (en) * 2003-11-25 2005-05-26 Quesada Jorge D. Pre-fabricated building modules and method of installation
US20140123573A1 (en) * 2012-11-06 2014-05-08 FC+Skanska Modular, LLC Modular building unit connection system
CN103216115A (zh) * 2012-12-20 2013-07-24 沈阳瑞福工业住宅有限公司 模块化整体移动式房屋
US20160040443A1 (en) * 2013-07-29 2016-02-11 Qube Building Systems Inc. Modular Building System
CN105839782A (zh) * 2016-05-13 2016-08-10 上海莫欧实业有限公司 新型的模块化房屋

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020214086A1 (fr) * 2019-04-16 2020-10-22 Integrated Precast Solutions Pte Ltd Bâtiment préfabriqué
FR3106146A1 (fr) * 2020-01-15 2021-07-16 Eric INCARBONA Module de forme sensiblement parallélépipédique destiné à la formation d’un habitat modulaire et habitat modulaire
WO2021144416A1 (fr) * 2020-01-15 2021-07-22 Atoubat Module de forme sensiblement parallélépipédique destiné à la formation d'un habitat modulaire et habitat modulaire
WO2022170430A1 (fr) * 2021-02-12 2022-08-18 Lodestar Structures Inc. Module destiné à être utilisé dans la préparation d'une structure préfabriquée, son procédé de fabrication et cadre de transport
US11885145B2 (en) 2021-05-20 2024-01-30 Sano Development Limited Hybrid building system, building and method

Also Published As

Publication number Publication date
CN110612373A (zh) 2019-12-24
SG11201908292XA (en) 2019-10-30

Similar Documents

Publication Publication Date Title
US9115504B2 (en) System for modular building construction
US20160160515A1 (en) System for modular building construction
US6651393B2 (en) Construction system for manufactured housing units
JP5643205B2 (ja) ユニット式建物システム
US20090165399A1 (en) Prefabricated reinforced-concrete single-family dwelling and method for erecting said dwelling
CN103821229B (zh) 一种快速装配式集成化房屋及安装方法
EP1971727B1 (fr) Construction de batiments
WO2018174825A1 (fr) Structure volumétrique préfabriquée et préfinie d'un bâtiment
EP2175088B1 (fr) Procédé d'installation sur un site d'un module préfabriqué semi-résistant pour la construction
WO2018067067A1 (fr) Module de construction volumétrique préfini préfabriqué
EP3889374A1 (fr) Procédé de construction d'immeubles
CN203769069U (zh) 一种快速装配式集成化房屋
US20220049488A1 (en) Systems and methods for constructing a multi-storey building
WO2002064900A1 (fr) Structure modulaire
KR101086060B1 (ko) 조립식 건축모듈
EP1063362A2 (fr) Système d'éléments préfabriqués en béton léger structurel et en béton armé pour la construction totale de bâtiments de un à huit étages
EP4074908A1 (fr) Système de construction et son procédé d'application
Akramovna et al. DESIGN CHANGE OF A DETAIL AND ADDITION OF A USEFUL ELEMENT
US20220235547A1 (en) Steel and concrete building module and connections
JP3216523U (ja) 柱を持たない住居の骨組構造。
TW202227703A (zh) 用於具有承重牆的多層建築物之預鑄共用牆
WO2002064899A2 (fr) Module

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: 18772537

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 18772537

Country of ref document: EP

Kind code of ref document: A1