WO2010020110A1 - 一种组合式房屋及其组装方法 - Google Patents
一种组合式房屋及其组装方法 Download PDFInfo
- Publication number
- WO2010020110A1 WO2010020110A1 PCT/CN2009/000925 CN2009000925W WO2010020110A1 WO 2010020110 A1 WO2010020110 A1 WO 2010020110A1 CN 2009000925 W CN2009000925 W CN 2009000925W WO 2010020110 A1 WO2010020110 A1 WO 2010020110A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- wall
- floor
- main structure
- house
- main
- Prior art date
Links
- 238000010276 construction Methods 0.000 title abstract description 8
- 238000009434 installation Methods 0.000 claims abstract description 55
- 238000005192 partition Methods 0.000 claims description 76
- 238000000034 method Methods 0.000 claims description 49
- 229910000831 Steel Inorganic materials 0.000 claims description 44
- 239000010959 steel Substances 0.000 claims description 44
- 239000000463 material Substances 0.000 claims description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 19
- 238000010438 heat treatment Methods 0.000 claims description 12
- 239000011490 mineral wool Substances 0.000 claims description 11
- 238000009826 distribution Methods 0.000 claims description 8
- 239000002184 metal Substances 0.000 claims description 8
- 229910052751 metal Inorganic materials 0.000 claims description 8
- 239000011148 porous material Substances 0.000 claims description 8
- 230000001681 protective effect Effects 0.000 claims description 8
- 238000005034 decoration Methods 0.000 claims description 4
- 238000005304 joining Methods 0.000 claims description 4
- 210000001015 abdomen Anatomy 0.000 claims description 3
- 239000002131 composite material Substances 0.000 claims description 3
- 239000011810 insulating material Substances 0.000 claims description 3
- 238000009408 flooring Methods 0.000 claims description 2
- 238000009413 insulation Methods 0.000 claims description 2
- 230000000717 retained effect Effects 0.000 claims 1
- 238000004078 waterproofing Methods 0.000 claims 1
- 239000010410 layer Substances 0.000 description 43
- 229910052602 gypsum Inorganic materials 0.000 description 5
- 239000010440 gypsum Substances 0.000 description 5
- 238000007789 sealing Methods 0.000 description 5
- 238000011900 installation process Methods 0.000 description 4
- 239000012774 insulation material Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000004891 communication Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 2
- 239000000565 sealant Substances 0.000 description 2
- 239000003566 sealing material Substances 0.000 description 2
- 229920001169 thermoplastic Polymers 0.000 description 2
- 239000004416 thermosoftening plastic Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 239000011093 chipboard Substances 0.000 description 1
- 238000012217 deletion Methods 0.000 description 1
- 230000037430 deletion Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 210000003195 fascia Anatomy 0.000 description 1
- 239000011094 fiberboard Substances 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
- 210000002837 heart atrium Anatomy 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000013307 optical fiber Substances 0.000 description 1
- 238000004806 packaging method and process Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 239000002985 plastic film Substances 0.000 description 1
- 229920006255 plastic film Polymers 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 238000009418 renovation Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000005341 toughened glass Substances 0.000 description 1
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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/08—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34815—Elements not integrated in a skeleton
- E04B1/3483—Elements not integrated in a skeleton the supporting structure consisting of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34317—Set of building elements forming a self-contained package for transport before assembly
Definitions
- the invention relates to a house and an assembly method thereof, in particular to a structural feature and an assembly method of a modular house. Background technique
- Modular homes are now available in many collar applications, and because of their simple construction, light weight, ease of assembly, and low cost, they can easily address a variety of temporary or short-term housing needs.
- the Chinese Patent Publication discloses a telescopic expandable container-like house structure including a main module mounted with a door, and an expansion module including a plurality of structural sections, which are firmly connected to the first wall portion The ceiling portion, the floor portion, and the two foldable second wall portions.
- the expansion module shrinks into the main module; during the unfolding process, the floor portion of the firmly connected first wall portion is first translated horizontally from the main module, and then the ceiling portion of the first wall portion is re-routed from the main module The middle level is removed, and then the second wall portion is swung out to complete the overall structure of the house.
- Cid Patent Publication discloses a detachable building comprising a rectangular central structure having a horizontal roof portion and a floor portion; two roof extensions pivotally attached by a biased hinge On one side of the roof portion, the roof and floor panels can be pivoted from the folded vertical position to the horizontal deployed position and then secured between the two unfolded horizontal panels by the support struts, which are then inserted into the outer and inner walls. Board to complete the modular house.
- Chinese patent publication discloses a finished building system and its assembly and disassembly
- the unloading method comprises a main building frame structure divided into a plurality of units, and the main building frame structure body is provided with a corresponding finished building interface; the finished building can be housed in the body of the ship; when the body is raised to the corresponding In the unit, the finished building in the transport carrier is assembled into each unit of the main building frame structure, and the finished building is connected to the finished building interface of the main building frame structure.
- the modular house of the present invention comprises a main structure and an external expansion part for the core load-bearing area, all the plates are made by the Tonger factory, and the main structure itself is placed in the international standard container for overall transportation, and other extended areas. Plates are also suitable for transport with containers.
- the main structure and the external expansion part only need to be simple to use, convenient to transport, and can greatly reduce the installation steps on site, which is beneficial to shorten the construction period; and because a large amount of materials are directly installed in the factory. , the overall strength of the house is enhanced.
- the technical solution of the invention is that the house is divided into a main structure and an expansion part, which are cold-formed thin-walled 3 ⁇ 4 ⁇ walls which are completed by the factory, and can be placed in an international standard container for overall transportation, and transported to the site.
- the exhibition part is moved to the main part and can be put into deletion.
- a modular house according to the present invention is characterized in that it comprises an integral main body structure and a single-piece expansion portion, the main body structure being a rectangular box body as a main load-bearing portion of the modular house; the expansion portion including being mounted on the main body structure a ground beam on one or both sides, a floor plate laid on the ground beam, a wall fixed on the floor, a partition wall separating the internal space, a floor slab between the two floors, and a roof panel laid on the roof.
- the outer wall of the load-bearing wall is placed at a position corresponding to the pre-laid rectangular ground beam to support the expanded portion.
- leg body structure is a rectangular box body, which is the main load-bearing part of the modular house
- the main structure comprises a frame wall surrounding the outer side of the rectangle, and the frame wall is surrounded
- the internal partition wall partitioned into a plurality of spaces, the bottom plate or the floor plate internally provided with the pipeline structure; and a part of the fixed object is pre-installed in each of the partition spaces, and the pipeline structure in the bottom plate or the floor plate includes
- the fixed objects match the main water supply and drainage, heating and electrification lines.
- the bottom of the main structure is integrally formed with a square steel ground beam around a rectangular outer frame edge thereof for fixedly connecting with the embedded parts of the installation place;
- the expansion portion includes the arrangement In a rectangular side area on one side or both sides of the main structure, a concrete base is arranged at the installation site, and an extended partial beam matching the shape of the side area is pre-plated on the mixed base:
- the wall of the side area is fixedly mounted on the extended part of the ground beam, the main structure
- the door structure of Mil's side is connected to these side areas.
- the modular house wherein the outer wall, the frame wall, the partition wall, the inner partition wall, the floor, the floor and the roof panel of the modular house are both a C-shaped shed with a keel inside and a trough shape as an upper and lower fixing member
- the frame structure consists of 3 ⁇ 4 ⁇ , adjacent (the shape is filled with mineral wool between the 3 ⁇ 4 ⁇ , and the walls on both sides of the frame structure are closed with a structural surface to form a complete wall.
- a combined house of _ti wherein the top of the main structure, including four apex angles, is provided with at least four hanging or hoisting structures; the partition wall of the expanded portion, the wall of the eve wall, And a hoisting hole for hoisting is provided on the bottom plate, the floor slab and the roof panel, and two hoisting and hoisting structures are arranged on the two apex angles of the top of each wall which are vertically disposed; as a horizontal slab or floor and horizontal
- the position of at least three apex angles on each roof panel of a certain slope has a lifting hole or a hoisting structure.
- a modular house of ⁇ 3 ⁇ 4 wherein the outer side wall of the main body structure of the main body and the outer wall of the extension part, the partition wall, the floor, the floor, and the top, bottom or side of the side wall of the roof panel have Screw holes, screws and bolts that are fixedly connected to adjacent wall panels, etc., and a detachable wall panel of a certain width is reserved at the top, bottom or side of the wall for mounting screws or bolts.
- the above-mentioned modular house wherein an upper layer main structure is arranged above the main structure of the bottom layer, and the square steel at the bottom end of the main structure of the through layer is connected with the reserved screw holes, screws and bolts at the top of the main structure of the bottom layer; Above the side area of the extended part of the bottom layer, through the beam erected on the top of the wall A second floor slab is constructed, and a two-layer main structure and two side surface areas are provided.
- the modular house wherein the main structure of the combined house and the wall, the floor and the floor of the expanded portion are all over the keel, the keel structure of the adjacent wall, the floor and the floor slab Fixedly connected to each other.
- the invention also provides a method for assembling a combined house, which comprises the following steps: assembling the main body structure of the modular house as a core load-bearing part in the factory, integrating the internal fixed object, the pipeline structure and interior renovation;
- Step 3 ⁇ 43 loading the main structure and the components of the extension part into a container and transporting to the installation place of the destination;
- Step 5 at the installation site to fix the ground beam, the bottom body structure, the bottom plate and the bottom wall; Step 5, on the bottom body structure and extension, cover the upper body structure and extensions Step 6, install the roof, roof slab, stairs As well as other extended parts, complete the house.
- step 1 further comprises the following steps: Step 1.1: fabricating an internal partition wall having a door frame and a sash structure for dividing the internal space and a frame wall surrounding the outer periphery of the rectangular main structure And the keel structure of the bottom plate and the floor of the main structure; Step 1.2, passing the pipeline structure such as the water supply and drainage pipeline and the electrified pipeline through the reserved pores in the bottom plate or the floor slab, in the bottom fiberboard of the inner main structure, and Fixed
- Step 1.3 Fix the inner partition wall and the frame wall on the bottom plate of the main structure to separate a plurality of spaces;
- Step 1.4 installing a fixed object including a beach house, a sink, a toilet, a distribution box, and a gas equipment in a space where the M ⁇ body structure is separated, and connecting with a corresponding pipeline structure in the bottom plate;
- Step 1.5 Between the internal partition walls and the keel structure adjacent to the frame wall, ⁇ true mineral wool, wall materials including structural panels and wall finishes are laid on both surfaces of the wall, and sealed and formed a closed wall, at the same time, a detachable wall panel of a certain width is reserved at the top or bottom of the frame wall for mounting bolts and screws;
- step 1.6 the outer layer of the main structure is covered with a box, and is ready for transportation to the site for installation.
- Step 2.2 Filling the adjacent keel structure in the outer wall, the partition wall, the floor, the floor, and the roof panel with mineral wool;
- Step 2.3 Install structural panels, eve wall finishes, and interior wall finishes on both sides of the outer wall and the partition wall to form a closed wall, and at the same time, reserve a certain width at the top or bottom of the wall of the outer wall or the partition wall. Wall panels for easy installation of bolts and screws;
- Step 2.4 Install structural panels, waterproof layer, composite floor and heat insulation material on both sides of the bottom plate and the floor to form a closed floor and floor. At the same time, a certain width of the floor is reserved at the edge of the floor and the floor to facilitate the installation of bolts and screws. ;
- Step 2.5 laying structural panels, waterproof layers, heat insulating materials, and metal tiles on the roof of the roof panel to form a roof panel as a roof surface;
- Step 2.6 covering the outer wall, the partition wall, the floor, the floor, the roof panel, and the outer layer of the roof truss with protective materials, ready for transportation to the site for installation.
- step 3 further comprises the following steps: Step 3.1, the exterior structure of the body structure is covered with an atrium box, and the lifting holes or lifting members reserved on the ffiil body structure are Overall transport from top to bottom 3 ⁇ 4 ⁇ international standard container;
- Step 3.2 Fixing the parts of the extended part of the single piece and fixing them to each other, and hang or hoisting components reserved on the parts, and transporting them in an international standard container;
- Step 3.3 Lift the main structure and the extension part to the installation site through the main structure and the lifting holes or lifting members reserved on the extended part of the single piece.
- step 4 further includes the following steps:
- Step 4.1 set up the mixing base under the installation field, and arrange various local pipes in the base;
- Step 4.2 laying an embedded part for fixing the combined room and the body part on the mixed ⁇ base and laying the ground beam of the extended part on both sides of the embedded part;
- Step 4.3 fixing the resident structure to the extended portion and fixing to the embedded member, and fixing the outer wall of the extended portion to the ground beam of the set;
- Step 4.4 laying a bottom plate on the ground beam;
- step 4.5 the partition wall is fixed at the bottom fch.
- step 5 further comprises the following steps: Step 5.1: hoisting the upper main structure directly above the bottom main structure; laying on the top of the main structure and a side area Floor slab
- Step 5.2 hoisting and fixing the outer wall of the upper layer extension part on the top of the outer wall of the bottom layer extension portion, and fixing the wall frame fixed to the bottom part of the outer wall of the upper layer extension portion to the lower layer wall;
- Step 5.3 remove the frame wall, the eve wall, the partition wall, the floor slab, and the detachable wall panel reserved at the bottom, and use the gap to fasten the reserved bolts or screw holes to the anchor structure, the eve wall, the partition wall, Floor slab, bottom plate; Step 5.4, replace the detachable wall panel and re-tighten it.
- the height of the modular house is 3 or more.
- step 6 of the household M further comprises the following steps: Step 6.1, laying a top floor slab on the top of the top body structure and the extension part, «the floor erecting the roof truss, laying the roof slab;
- Step 6.2 a door is opened at a corner of the house wall, and a structure of the ladder is installed at the position of the door;
- Step 6.3 connecting the piping structure in the house and also connecting with the preset piping of the installation; Step 6.4, Sealing the pores left in the assembly and joining process with a sealing material.
- the modular house of the present invention comprises a main structure for the main load-bearing portion, which is completely manufactured by the factory, the load-bearing design of the core area of the shiphouse is sufficiently secured, and the square steel is passed through the installation site.
- the ground beam and the cold-formed thin-walled g#3 can greatly improve the overall service life of the house.
- the house can be used for more than 50 years of semi-permanent service life.
- the integrated water-use facilities and supporting pipeline structures on the same level of the house can be integrated to reduce the time for laying pipelines and installing hydropower facilities during the specific installation process.
- each single piece of the plate corresponds to the size of the international standard container, so it can be placed in whole or after stacking.
- a container it is convenient to transport; since the main structure of the house of the invention is fixed with a sink, a shower room, a toilet, a fixed cabinet, a gas equipment, a distribution box, and does not require extra excessive interior decoration, the quick ship can be used;
- FIG. 1 is a schematic view showing the assembly of a main body structure and a square steel floor beam of a modular house according to the present invention
- FIG. 2 is a schematic view showing the assembly of a main structure of a modular house and a side surface area of one side of the present invention
- FIG. 3 is a schematic view showing the assembly of the main structure of a modular house and the bottom plate of the modular steel floor on both sides of the present invention
- FIG. 4 is a schematic view showing the assembly of the main structure of the combined house and the side surface areas of the two sides of the present invention
- FIG. 5 is a schematic view showing a floor structure of a modular house according to the present invention
- FIG. 6 is a schematic view showing the assembly of a two-layer main structure on the bottom layer of a modular house according to the present invention
- FIG. 7 is a combination of the present invention. Assembly diagram of assembling the side area on both sides of the two-layer main structure;
- Figure 8 is a schematic structural view of a modular house laying roof according to the present invention.
- FIG. 9 is a side view of a side wall keel of a modular house according to the present invention.
- FIG. 10 is a layout view of the outer wall keel of one side of the combined house opening door of the present invention; The fully enclosed outer wall keel layout of the present invention;
- Figure 12 is a layout view of the outer wall keel of the window at the porch of the present invention.
- Figure 13 is a layout view of a fully enclosed cemeter wall keel at the porch of the present invention.
- Figure 14 is a layout view of the outer wall keel of the door at the porch of the present invention.
- Figure 15 is a schematic view showing the wall of the frame wall of the main structure of the modular house of the present invention
- Figure 16 is a sectional view of the frame wall of Figure 15;
- Figure 17 is a cross-sectional view of the outer wall of the expanded portion of the modular house of the present invention.
- the invention relates to a curved thin-walled light steel wall system modular house which can be completed at the factory, ffii! factory industrialized manufacturing, consisting of 3 ⁇ 4H structural board (OSB board, CCA board), gypsum board, thermal insulation material and The wall material, the floor, the floor, and the roof panel are completed by bolting the exterior wall material. Then the factory completes the assembly of the main structure, including the decoration and fixtures. All the heating, power supply, water supply and drainage systems are integrated into the main structure. Other walls only need to pre-wire the pipes, sockets and wires. Connector. The components of the combined house, including the main structure and other extensions, can be directly placed in the container after completion, to the destination combination.
- a modular house according to a preferred embodiment of the present invention comprises an integral main body structure 10 and a ground beam 20 disposed tightly on the side of the main body structure 10, the main body structure 10 being a rectangular box body as a whole
- the main load-bearing part of a modular house includes a bottom panel, a frame wall and an inner partition wall.
- the frame wall is disposed around the rectangular outer frame of the main structure 10 as a load-bearing wall in the main structure 10; the inner partition wall is disposed in the rectangular area of the main structure 10, and divides the space enclosed by the outer wall into a plurality of internal spaces.
- the modular main structure 10 of the factory assembly phase is completed, which is suitable for being placed in an international standard container 40 of 12 meters in length, 2.4 meters in width and 3 meters in height.
- the length is selected to be 11.615 meters
- the width is 2.318 meters
- the height is 3 meters, the length and width of which are slightly smaller than the size of the container 40 placed, facilitating the setting of the top position at the corresponding position. Or bottom beam or other protruding structure.
- the ground 3 ⁇ 420 installed on one side or both sides of the main structure is part of the expansion part, and its size is also in the international standard container, specifically a container of 12 meters, 2.4 meters wide and 3 meters high, due to lfc3 ⁇ 4
- the length of the beam is slightly less than 12 meters, and the width is generally chosen to be slightly less than 3 meters.
- the ground 0 is also made of cold-formed thermoplastic light steel material, specifically square steel, and its length is consistent with the length of the main structure, so in the embodiment of the article, it is also 11.615 meters, and the width of the square steel is 3 ⁇ 43 meters. It can be placed vertically in the above international standard container.
- the inside of the main body portion of the present invention can be divided into three regions including an area as a toilet, an area as a passage, and an area as a kitchen.
- sanitary appliances such as houses, sinks and toilets are pre-installed
- in the kitchen area fixed items such as distribution boxes, sinks, gas equipment and cabinets are pre-installed. These fixed items are transported.
- the process has been installed before, and is fixed in the main structure of the modular house, and then matched with the corresponding underground pipeline structure.
- the underground pipeline structure includes a water supply pipeline and a metal pipe with internal wires. Road, one A first drain line for the shower room and the wash basin, a second drain line for the toilet, a gas line, and a common heating line.
- the main structure 10 further includes a toilet, an office electrical equipment room, and a water room. This configuration allows the modular house to meet the needs of the office.
- a bottom plate 21 is laid on the square steel 20 on one side or both sides of the main structure 10 , wherein a main water supply and drainage of the layer is penetrated in the bottom plate inside the main structure.
- gas and electrified pipelines (not shown), only the electrified pipes embedded in the sockets are provided in the bottom plates on both sides.
- an outer wall of the side portion 3 ⁇ 430 is fixed to the bottom 3 ⁇ 421; as shown in Fig. 3, a porch is also provided on one side of the bottom plate, that is, at the entrance of the modular house of the present invention.
- the outer wall of the side area of the modular house of the present invention includes the following types: a wall 31 with a window structure, a closed wall without any door or window structure.
- the outer wall edge of the house, and both are used as the outer load-bearing wall, are disposed on the bottom plate 21, and are connected through the connection fixing screw holes and bolts reserved on the wall, or the connection between the screw and the bottom plate and the adjacent wall, and the installation thereof
- the position matches the position and position of the square steel beam below.
- All the frame structures of the outer wall, the frame wall, the inner partition wall, the partition wall, the bottom plate, the floor plate, the roof panel and the like of the invention are all made of cold-formed hot-dip type thin-walled light steel in the factory, and are made of C-shaped light steel.
- the keel structure in the vertical direction, the upper and lower areas are restricted by two trough-shaped light steels in the 7J square direction, and the mineral wool is filled between the two adjacent C-type light steels as keels, which play the role of heat preservation and sound insulation.
- the wall panels on both sides are closed by a structural panel (OSB board), and the gypsum board, the heat insulating waterproof material and the outer wall material can be further laid, and the bolt assembly is completed.
- OSB board structural panel
- the structural wall panel, the waterproof layer and the outer wall finish are sequentially laid from the inside to the outside on the wall surface of the eve wall member of the present invention; the inner wall surface of the eve wall member is laid in order from the keel layer.
- the panels also need to be provided with waterproof panels and roof fascia. Among them, there are gaps in the wall and the floor slab for the components such as the shackle and the switch.
- At least four lifting holes or a lifting structure are respectively pre-opened at a position including the top four apex angles of the main structure of the present invention, for the structure of the main body from top to bottom Lift into the container.
- a lifting hole for hoisting is reserved, which is distributed on the wall surface near the top, and is symmetrically distributed on the left and right sides, and at least one side wall surface has at least 2 Lifting holes, the outer wall is hoisted to the designated position through the above lifting holes during the actual installation.
- At least three corners of the floor or floor of the present invention are also provided with lifting holes or lifting structures, and it is particularly preferable to provide lifting holes or lifting structures at four corners for facilitating the floor or floor. Smoothly hoist into the designated location.
- the modular house has a lifting hole for lifting each partition wall, the wall wall, and the floor, the floor, and the roof panel.
- each wall that is vertically placed has at least two cranes, which are distributed on the top of the wall at the top of the ⁇ 3 ⁇ 4, and are symmetrically distributed to the right, and at least two cranes on one side of the outer wall surface are horizontally oriented.
- the floor slab and each roof panel in the horizontal direction have at least three lifting holes, that is, a lifting hole or a lifting structure is provided at at least three apex angles, and particularly preferably at the four apex angles They are equipped with lifting holes or lifting structures, which are convenient for the floor slabs to be placed in a stable position. .
- a door frame or window frame structure is formed on a part of the wall body, and the keel at the door frame or the window frame structure is correspondingly encrypted.
- the general 3 ⁇ 4 ⁇ keel spacing is 610 mm, and in the upper and lower portions of the door or window frame, in addition to the normal spacing of the keel structure, one or two encryption keels are required;
- the side of the door frame and the window frame and the position near the edge of the frame, the spacing of the keel structure will also be significantly less than 610 mm, for example, 400 mm, 380 mm, 280 mm, 230 mm, 205 mm or 110 mm, etc.
- the door frame structure on the outer walls 33, 34 is mounted with a door rotatable about the one-sided leaflet;
- the sash wall 31 is provided with a window frame structure, and the light steel keel is used for encryption design at the window,
- a window is installed in the window frame structure, and the window is preferably a shock-proof and shatterproof tempered glass;
- each frame wall or internal partition wall on the main structure 10 is also provided with a window frame or a door frame structure, and the keel is arranged and Other external walls are basically the same, you can refer to the above.
- the lower frame wall 301 includes an outer wall surface 307 and an inner wall surface 3 ⁇ 4308, and the bottom portion is a frame wall before transportation. Finish the installation of the fixed square steel 303.
- the portion near the top end and the bottom end may be provided with a top detachable wall panel 305 and a bottom detachable wall panel 306, generally only the top detachable wall panel 305 is provided, or only the bottom detachable wall 3 ⁇ 4306 is provided.
- the top disassembly wall panel 305 and the bottom disassembly wall panel 306 are provided at the same time.
- the screw and bolt structure are fixedly mounted to the square steel angle structure 304 fixed to the bottom end of the upper frame wall 302 by removing the lower top removable wall panel 305.
- the wall surface view of the frame wall of the main structure of the modular house of the present invention includes a bottom wall 307, an upper frame wall 302, and a square steel 303 fixed under the lower frame wall, which is fixed on the upper layer.
- the lower outer wall 311 includes an outer wall surface 3 ⁇ 4317 and an inner wall surface 3 ⁇ 4318, and the bottom portion is a concrete base previously installed at the installation site.
- Square steel 313 on the seat may be provided on the outer wall panel 317, the portion near the bottom end may be provided with a bottom detachable wall 3 ⁇ 4316, however, it is also possible to provide a top detachable wall panel (not shown) according to actual needs, such as the lower part of the outer wall. Both the outer wall of the screw and the bolt need to be installed, and the top dismounting wall panel and the bottom dismounting wall panel 316 are provided at the same time.
- the screws and bolt structures are fixed to the square steel 313 which is pre-buried and concrete pedestal by removing the lower bottom detachable wall panel 316.
- the upper layer 312 is directly erected to the lower outer wall 311 by a beam 314 fixed thereto, and then the ffiitt flat bolts are fastened by the beam 314 and the outer wall 311.
- Mil is fixed at the top end of the beam structure to fix the floor slabs 50, 51, 52 between the two layers, wherein the floor corresponding to the main structure 10, reference
- the bottom plate of the main structure 10 also has a pipeline structure such as water supply and drainage, heating, gas, and electrical pipelines, and the pipeline structure can also be combined with a fixed facility in the upper main structure, such as a sink, a toilet, and a gas. Equipment, distribution boxes, etc. are connected.
- a fixed facility in the upper main structure such as a sink, a toilet, and a gas.
- Equipment, distribution boxes, etc. are connected.
- the floor slab 51 shows a schematic view of the keel structure in the slab. During the actual use, the slab 51 is also laid with the upper and lower structural panels, the wooden floor and the gypsum
- an upper body structure 40 is attached to the bottom body structure 10.
- the bearing structures of the two body structures are identical, that is, the frame wall of the upper body structure 40 and the frame wall shape of the bottom body structure correspond to each other.
- the core load-bearing system is identical, that is, the frame wall of the upper body structure 40 and the frame wall shape of the bottom body structure correspond to each other.
- the side side area 3 ⁇ 460 is added according to the bottom side area 3 ⁇ 430, and the distribution of the heavy wall is also referred to the bottom side area 3 ⁇ 430.
- the structure of the second layer after the structure of the second layer is completed, it can be according to the floor 50, 51 above the bottom layer.
- 52 has a top floor slab on the upper part of the two-story structure, and only an electrical piping system is provided inside.
- the roof is then topped, and is formed by a roof truss 70 and a roof panel 80.
- the roof truss 70 includes longitudinal and lateral structures, and these 3 ⁇ 4 ⁇ structures are transported together in an international standard container.
- the square steel on the frame of the main structure of the modular house of the present invention is fixedly installed with the embedded part fixed in the concrete base of the installation place, and the embedded part comprises the angle steel and the fixing part buried in the ground, the embedded part
- the angle steel of one piece is buried in the ground to fix the fixing parts on the ground, and the other side is perpendicular to the outside of the wall, and is fixedly connected with the square steel by screws.
- the respective outer wall channel and floor channel are fixedly connected to each other by screws.
- the embedded structure is arranged around the outer periphery of the rectangular bottom plate of the entire main structure, and a waterproof coil is placed on the concrete base below the main structure, and the main structure is only required to be placed into the embedded part during the actual installation process.
- the on-site installation and fixing work of the main structure can be completed by screwing the connection.
- a stair structure (not shown) is added to the door porch, and the stair structure can be a rotating iron frame stairway known in the art.
- the factory produces the transportation together or relocates directly at the installation site.
- the complete modular house 100 is constructed. After that, only some facilities, f3 ⁇ 4, need to be connected to complete the sealing setup, and the indoor electrical circuit can be activated.
- the present invention also contemplates a method of assembling a modular house that includes the process of constructing the body structure and adding portions around the body structure.
- the invention also provides a method for assembling a modular house.
- the basic steps are as follows - Step 1, the main structure of the modular house is assembled at the factory as a core load-bearing part, and the internal fixed object, the pipeline structure and the interior decoration are integrated. ;
- Mm assembled in the factory, including the extension of the separate exterior walls, partitions, ground beams, floors, floors, roof trusses, and roof slabs;
- Step ⁇ 3 transport the dirty body structure and the various parts of the extension container to the installation place of the destination;
- Step 5 at the installation site, fix the ground beam, the bottom body structure, the bottom plate and the bottom wall; Step 5, 3 ⁇ 4 ⁇ layer of the main structure and the extension part, cover the upper body structure and extension part Step 6, install the roof, roof panel , stairs and other extended parts of the building, complete the house.
- step 1 further includes the following steps - Step 1.1: fabricating an internal partition wall having a door frame and a sash structure for dividing the internal space, a frame wall surrounding the periphery of the rectangular main structure, and a keel structure of the bottom plate and the floor of the main structure; Step 1.2, the water supply and drainage pipe
- the pipeline structure such as road and electrified pipeline passes through the reserved pores in the bottom plate or the floor slab, and is fixed in the floor plate of the inner main structure;
- Step 1.3 Fix the internal partition wall and the frame wall on the bottom plate of the body structure to separate a plurality of spaces;
- Step 1.4 installing a fixed object including a beach house, a sink, a toilet, a distribution box, and a gas equipment in a space where the resident structure is separated, and connecting with a corresponding pipeline structure in the bottom plate;
- Step 1.5 Between each internal partition wall of the house M and the keel structure adjacent to the frame wall, mineral wool is filled, and wall materials including structural panels and wall finishes are laid on both surfaces of the wall, and sealed to form a closed wall.
- a certain width of the detachable wall panel is reserved at the top or bottom of the frame wall for mounting bolts and screws;
- Step 1.6 Cover the outer layer of the main structure with a box and prepare for transportation to the site for installation.
- the step 2 further includes the following steps - step 2.1, fabricating an outer wall having a door frame and a sash structure, a partition wall, and a bottom plate, a floor panel, a roof panel, and a keel structure of the main structure;
- Step 2.2 Fill the adjacent keel structure in the outer wall, the partition wall, the floor, the floor, and the roof panel with mineral wool;
- Step 2.3 Install structural panels, exterior wall finishes, and interior wall finishes on both sides of the outer wall and the partition wall to form a closed wall, and at the same time, a certain width of the detachable type is reserved at the top or bottom of the wall of the outer wall or the partition wall. Wall panels for easy installation of bolts and screws;
- Step 2.4 Install structural panels, waterproof layers, composite flooring, and heat insulation materials on both sides of the floor and the floor to form a closed floor and floor. At the same time, a certain width of the floor is reserved at the edge of the floor and the floor to facilitate the installation of bolts and screws. ;
- Step 2.5 laying a structural panel, a waterproof layer, a heat insulating material, a metal tile on the outer side surface of the roof panel to form a roof panel as a roof surface;
- Step 2.6 Cover the exterior wall, partition wall, floor, floor, roof panel and exterior layer with protective materials and prepare for transportation to the site for installation.
- step 3 further includes the following steps:
- Step 3.1 the exterior of the body structure is covered with a protective box, and is reserved through the main structure. Lifting holes or lifting components, which are transported from top to bottom in an international standard container;
- Step 3.2 The parts of the expanded part of the single piece are stacked and fixed to each other, and are transported in the international standard container through the hanging slats or lifting members reserved on the respective parts;
- Step 3.3 Lift the main structure and the extension part to the installation site through the main structure and the lifting holes or lifting members reserved on the extended part of the single piece.
- step 4 further includes the following steps:
- Step 4.1 Set up a concrete base underground in the installation site, and various local pipes in the base;
- Step 4.2 installing an embedded part for fixing the main part of the combined house on the mixed base and laying the ground beam of the extended part on both sides of the embedded part;
- Step 4.3 the fixed household 3 ⁇ 4 main body structure is in the expanded portion and fixed to the embedded member, and the outer wall of the extended portion is fixed on the ground beam;
- Step 4.4 laying the floor on the ground
- Step 4.5 Fix the partition at the bottom.
- step 5 further includes the following steps:
- Step 5.1 hoisting the upper main structure directly above the bottom main structure; laying two floors on the main structure and the top of one side area;
- Step 5.2 hoisting and fixing the outer wall of the upper layer extension part on the top of the outer wall of the bottom layer extension portion, and fixing the wall frame fixed to the bottom part of the outer wall of the upper layer extension portion to the lower layer wall;
- Step 5.3 remove the frame wall, the eve wall, the partition wall, the floor slab, the bottom 3 ⁇ 4 ⁇ reserved detachable wall panel, and use the gap to fasten the reserved bolt or screw hole to the anchoring structure, the eve wall, and the partition Wall, floor, floor; Step 5.4, replace the detachable wall panel and re-seal it.
- the height of the combined house is 3 or more.
- step 6 further includes the following steps:
- Step 6.1 laying a top floor slab on the top of the top main structure and the extension part, and arranging the framing room on the top floor of the top floor;
- Step 6.2 a door is opened at a corner of the house wall, and a structure of the ladder is installed at the position of the door;
- Step 6.3 connecting the pipeline structure in the house and also connecting with the pipeline preset at the installation site; Step 6.4, the side seal material seals the voids left during assembly and joining.
- the assembly method of the present invention firstly constitutes a rectangular main body structure as a main load-bearing portion of the entire modular house, and specifically includes the following steps:
- a plurality of pipe holes having the same length direction are formed in the 3 ⁇ 4 ⁇ keel structure of the bottom plate of the main body structure 10.
- the electric pipeline and the water supply and drainage pipelines and the like are passed through the pipeline hole, wherein the electric pipeline is a metal pipe, and an electric pipeline such as a wire or an optical fiber is internally bored; wherein the water supply and drainage pipeline adopts a metal pipe; Gas pipelines and heating pipelines are also metal pipelines.
- various pipes are fixed by means of a plastic sleeve or a flange; and other blank areas between the light steel keel structures of the bottom plate are filled with mineral wool, and structures are used on both sides.
- a complete bottom plate is formed, and a wooden bottom plate is laid on the upper surface of the bottom plate.
- the overall assembly steps of the main structure include the following: Firstly, the bottom body structure and the upper body structure are completed in the factory, and the bottom surface of the bottom body structure includes a finished board, an outer frame wall, an inner partition wall and a fixed object, wherein all the walls and The fixed object is fixed on the bottom plate; and the upper main body structure comprises a floor board, a wall frame body, an inner partition wall body and a fixed object, wherein the wall body and the fixed object are not fixed to the floor board, but the floor board is embedded Within the frame enclosed by the outer frame wall, the shape of the outer edge of the floor is matched with the inner edge of the outer frame wall, and the other fixed objects and the partition wall are not fixed to the floor.
- the installation step of the bottom main structure is: passing the pipeline structure such as the water supply and drainage pipeline and the electrification pipeline through the reserved pores in the bottom plate, and fixing the bottom plate of the inner main structure; Or the building company, fixed prefabricated internal partition wall, separating the independent use space; sequentially fixing the frame wall surrounding the outer frame edge of the rectangular main structure to form the overall boundary of each use space in the main structure; installing in the corresponding use space Fixing the object and connecting with the pipeline structure in the bottom plate; laying wall material on the surface of the frame wall of each inner partition wall and the outer frame, and reserved at the top of the side wall surface of the bottom body structure A detachable wall panel of a certain width and sealed; a fixed beam for connecting the upper body structure is placed on the frame wall.
- the installation method of the upper main body structure is as follows:
- the fixed beam frame used is a hat beam.
- Pipeline structures such as water supply and drainage pipes and electrified pipelines are passed through the reserved pores in the floor slab, and are fixed in the inner slab; on the floor slab of the upper main structure, the prefabricated internal partition walls are fixed and separated Separate use space; sequentially fix the frame wall surrounding the outer frame structure of the rectangular main body to form the overall boundary of each use space in the main structure; calculate the installation position of the fixed object within the corresponding use space, and the bottom plate or The connection structure and location of the pipeline structure in the slab; the floor and the floor as described
- the connecting structure on the board is not connected and fixed to the frame wall; the wall material is laid on the surface of each of the internal partition walls and the frame wall, and a certain width is reserved at the top and bottom ends of the outer wall surface of the upper main structure.
- the detachable wall panel is sealed and placed; the fixed beam for connecting the upper main structure of the upper layer is placed on the frame wall
- the upper main structure can be installed in another way:
- the fixed beam is made of square steel and angle steel.
- Pipe structures such as water supply and drainage pipes and electrified pipes are passed through the reserved holes in the floor, embedded in the floor and fixed; on the floor of the main structure, the prefabricated internal partition wall frame is fixed, separated Separate use space; sequentially fix and surround the outer wall frame surrounding the outer structure of the rectangular body to form a difficult boundary of each use space in the main structure, at the bottom end of the outer wall frame, fixed square steel, and on both sides of the square steel
- Fixed angle steel as the joint surface with the lower wall; fixed objects are installed in the corresponding use space, and are matched with the pipeline structure in the bottom plate or the floor; the floor is erected on the angle steel fixed at the bottom of the frame wall On the protruding edge; laying wall material on the surface of each of the internal partition wall and the wall frame, and sealing.
- the board used in the main structure and the extension part of the modular house of the present invention is manufactured by a cold-bent thermoplastic thin-walled 3 ⁇ 4ira, mainly c-shaped steel and channel steel, to manufacture a keel having a door frame or a sash structure.
- Frame structure including internal divider frame and exterior frame.
- the inner partition wall frame and the outer wall frame parallel to the inner partition wall are disposed on the bottom plate to partition a plurality of spaces; the outer wall frame perpendicular to the inner partition wall is disposed on the bottom plate, thereby
- the outer frame structure constituting the main structure and the boundary of each inner separation space; the inner partition wall frame, the outer wall frame and the bottom
- connection structures for other expansion components such as connecting screw holes, connecting flanges and connecting bolts, etc., which can be easily fixed with other wall, floor and other components. connection.
- the fixed objects such as the sink, distribution box, gas equipment, fixed cabinet, shower room, toilet, etc., and the pipeline structure of the electrified pipeline, 3 ⁇ 47j pipe, drain pipe, gas pipe, etc. Interconnecting; securing objects by screws, bolts, and tapped holes.
- each of the two adjacent keel structures is filled with mineral wool.
- Structural panels, eve wall finishes, interior wall finishes, etc. are installed on both sides of the wall to form a closed wall. Between adjacent walls, or between the wall and the bottom surface, the gaps in the installation can be sealed by a sealant or a sealing plate due to the gaps in the wall panels.
- a casing is coated on the outside of the main structure, and the casing material is hollowed out, sponge, corrugated board, waterproof plastic film, OSB outer packaging board, etc., and the wrapped main body structure is integrally placed.
- a protective layer is added between the adjacently placed plates, and the material like the protection box is used to prevent the adjacent plates, walls and steel structures from interacting with each other. Damaged by collision.
- a fixing device is left on the belly base for fixing the main structure, such as rivets, screws, etc., and a local water supply and drainage pipe, an electric pipe, a heating pipe, and the like are pre-placed in the concrete base.
- a reinforcing steel structure corresponding to the outer frame of the rectangle may be disposed under the main structure.
- a lifting hole or a hoisting structure is reserved on the main structure 10, and after the transportation to the destination, the lifting structure is used to hang the main structure.
- a square square steel ground beam 20 is laid on the horizontal ground on one side or both sides of the main structure, and The base of the side area in the extension. Then lay the bottom plate 21 of the side area on the ground beam and fix the bottom plate and the base by screws or bolts.
- the outer wall and the partition wall are fixed on the bottom plate, and the outer wall and the partition wall are fixed on the bottom plate by screws or bolts preset by the edges, and the adjacent wall also passes through the side ii ⁇ reserved screw
- the holes are connected by screws or bolts.
- a two-story slab is laid at the corresponding position of the completed bottom body structure and the top of the bottom side area.
- the inside of the slab in the upper part of the main structure is pre-laid with a pipeline structure, including a main layer of 7K pipelines and electrified pipelines. , heating pipes, gas pipes, etc. Hoisting directly above the main structure of the bottom layer Two-layer main structure and two-layer outer wall.
- the two-layer main structure and the outer wall are fastened by bolts or screw holes reserved on the wall and the main structure, and the wall is connected to the main structure and the wall.
- a beam structure matching the shape of the wall is placed on the upper part of the bottom body structure and the wall portion of the I3 ⁇ 4 side area, and the beam structure is fixed to the second floor during the installation process.
- the two-layer main structure and the wall are fixed by the matching brackets of the beam frame and the bottom wall, and then the floor slab is laid on the beam structure, and the plates and the walls are connected and fixed.
- the method further includes the step of laying a floor on top of the two-story structure, fixing the roof truss and the stringer above the floor, and then laying the roof panel above.
- a stair structure is installed near the porch near the wall of the house, which can be connected to the outside of the house by transporting it to the local stairs as a whole, or the stair structure can be installed locally.
- the pipeline connection makes the electrified pipeline, water supply and drainage pipeline, heating pipeline and gas pipeline of the house can be used normally.
- Use sealing material to seal the voids left in the assembly and joining process such as the installation gaps reserved for the installation of fixed wall panels or the fine gaps created during the splicing process between the walls, or the process of laying the pipeline through the wall.
- the lower pores, etc. can be sealed by adding a sealing plate or directly using a sealant.
- the main structure of the invention After the main structure of the invention is processed by the factory, it is transported through the international standard container. After reaching the destination, only the final step of the on-site assembly step is required, without excessive additional internal arrangement and tube in the main structure.
- the road is arranged, and the electric system, the water supply and drainage system, the communication system, the gas supply system, the county system, etc. can be immediately activated by directly connecting with the pre-reserved interface of the installation site, and the construction period can be greatly reduced.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Residential Or Office Buildings (AREA)
Description
一种组合式房屋及其组装方法
技术领域
本发明涉及一种房屋及其组装方法, 尤其涉及一种组合式房屋的结构特点 和组装方法。 背景技术
组合式房屋现在已经在许多领 ¾r 应用, 由于其结构简单, 材料轻便, 易于组装, 成本低廉等特点, 可以方便地解决各种临时或者短期的住房需求。
随着全球贸易和货运流通的发达, 各种适合居住、 办公等一般用途的组合 式房屋应运而生, 这种房屋的各个建筑构件经过整体配套设计, 随后将各个部 件拆卸, 分别装入多个运输容器内, 通过国际运输的方式, 到目的地, 然 后取出各个部分的配件, 按照一定的方法和顺序进行重新组装, 以实现快速、 简便地建造房屋的目的。
中国专利公开文本 (CN1918346A) 公开了一种套筒式伸缩的可扩展容器 状房屋结构, 包括安装有门的主要模块, 以及扩展模块, 扩展模块包括若干结 构段, 有牢固连接于第一壁部分的天花板部分、 地板部分, 以及两个可折叠的 第二壁部分。 运输过程中, 扩展模块收缩于主要模块中; 在展开过程中, 牢固 连接的第一壁部分的地板部分先从主要模块中沿水平方向平移出来, 随后第一 壁部分的天花板部分再从主要模块中水平移出, 随后第二壁部分摆动出来, 完 成了房屋的整体结构。
中国专利公开文本 (CN101109192A) 公开了一种可拆合的建筑物, 包括 具有一个水平屋顶部分和一个地板部分的矩形中心结构体; 两个屋顶延伸件, 通过偏位铰链枢转地接附在屋顶部分的一侧部上, 屋顶和地面板块能够从折叠 的竖直位置枢转到水平的展开位置, 然后在展开的两块水平板材之间, 以支撑 支柱加以固定, 随后***外壁板和内壁板来完成组合式房屋。
中国专利公开文本 (CN181183A)公开了一种成品建筑***及其装配和拆
卸方法, 包括分割成多个单元的主体建筑框架结构体, 所属主体建筑框架结构 体设有对应的成品建筑接口; 可收容于运 «I ^体内的成品建筑; 当所述运 体抬升至对应单元时, 运输载体内的成品建筑拼装到主体建筑框架结构体的各 个单元中, 所述成品建筑与主体建筑框架结构体的成品建筑接口相连。
然而上述的各种组合式房屋在均未能提供一种既能使结构牢固, 又能使安 装简便的房屋或者组装方法, 一般在具体安装过程中, 还需要另外铺设房屋内 部的管路, 加装各种固定设施等工序, 使得组合式房屋从安装至使用的工期变 得很长; 其次, 一般为了易于安装的目的而对组合式房屋结构进行的整合, 会 导致房屋结构的不稳定, 导致使用寿命变短, 难以维持长期使用的需要。
发明内容
本发明的目的是提供一种既能使结构牢固和一体化、 又能便于安装的组合 式房屋及其组装方法。 本发明中的组合式房屋包括用于核心承重区域的主体结 构和外部扩展部分, 所有板材¾ ^以通 ill厂制作完成, 主体结构本身 ^^放 入国际标准货柜内整体运输, 其他扩展区域的板材也都适合用货柜一同运输。 所述主体结构和外部扩展部分送达目的地后只需要简单 ί«即可使用, 运输便 捷, 并且能大幅度减少现场的安装步骤, 利于缩短工期; 而且由于大量材料直 接在工厂内完成生产安装, 使得房屋的整体强度得到增强。
本发明的技术方案是房屋分为主体结构和扩展部分, 都是通过工厂制作完 成的冷弯型薄壁¾^墙体, 并且都能够放入国际标准货柜内整体运输, 运输到 现场后榭广展部分搬至主体部分上, 即可投入删。
本发明的一种组合式房屋, 其特点在于, 包括整体的主体结构和单件的扩 展部分, 所述主体结构为长方形箱体, 作为 组合式房屋的主要承重部分; 扩展部分包括安装于主体结构一侧或两侧的地梁、 铺设在地梁上的底板、 固定 于底板上的夕卜墙、 分隔内部空间的隔墙、架设在两层之间的楼板、 以及铺设在 屋顶的屋面板等, 作为承重墙的外墙设置在预铺设的长方形地梁所对应的位置 上, 支撑 扩展部分。
±¾的组合式房屋, 其中, 腿主体结构为长方形箱体, 作为 组合式 房屋的主要承重部分, 该主体结构包括围绕长方形外边的框架墙、将框架墙围
成的空间分隔成多个空间的内部分隔墙、 内部设置有管路结构的底板或楼板; 并且在各分隔空间内预先安装有一部分固定物件, 所述底板或楼板内的管路结 构包括与所述固定物件相配 «接的主要给排水、 供暖以及电气化管路。
上述的组合式房屋, 其中, 所述主体结构的底部一体的制造有围绕其长方 形外框边的方钢地梁, 用于与安装场所的预埋件相互固定连接; 所述扩展部分 中包括布置在所述主体结构一侧或两侧的长方形的侧面区域, 在安装地点设置 有混凝土基座, 在所述混 «:基座上预先铺制有与侧面区域的形状相匹配的扩 展部分地梁, 所述侧面区域的墙体固定安装在扩展部分地梁上, 所述主体结构
Mil其侧面开设的门结构与这些侧面区域相互连通。
±¾的组合式房屋, 其中, 所述组合式房屋的主体结构的夕卜形尺寸与一个 国际标准货柜的内壁尺寸相适配; 并且所述扩展部分的外墙、 隔墙、 底板、 楼 板和屋面板的夕卜形尺寸都设定为与一个国际标准货柜的内壁尺寸相适配。
的组合式房屋, 其中, 所述组合式房屋的外墙、 框架墙、 隔墙、 内部 分隔墙、底板、楼板和屋面板都是由内部作为龙骨的 C形棚和作为上下固定件 的槽形 ¾ ^构成的框架结构,相邻的 (形¾ ^之间填充有矿棉,在框架结构两侧 墙面以结构面 ¾ί闭, 形成完整的墙体。
_ti 的组合式房屋, 其中, 所述的主体结构的顶部,包括 4个顶角的位置上 , 设置有至少 4个吊 或吊装结构; 所述的扩展部分的隔墙、 夕卜墙墙体、 以及 底板、 楼板、 屋面板上开设有用于吊装的吊装孔, 作为竖直安置的每块墙体顶 部的两个顶角上开设有 2个吊装 吊装结构; 作为水平方向的楼板或底板以及 与水平方向成一定坡度的每块屋面板上的至少三个顶角的位置, 具有吊装孔或 吊装结构。
±¾的组合式房屋, 其中, 戶 ¾的主体结构的夕卜侧墙体以及扩展部分的外 墙、 隔墙、 底板、 楼板和屋面板的一侧墙面的顶部、 底部或侧边, 具有与相邻 的墙体 ¾板等固定连接的螺孔、 螺钉和螺栓, 同时, 在墙面的顶部、 底部或 侧边预留有一定宽度的拆卸式墙板用于安装固定螺钉或螺栓。
±¾的组合式房屋, 其中, 戶 ¾的预留的拆卸式墙板的宽度为 300毫米。 上述的组合式房屋, 其中, 在底层的主体结构上方设置有上层的主体结构 , 通¾±层的主体结构底端的方钢与底层的主体结构顶端的预留螺孔、 螺钉和 螺栓连接; 在底层的扩展部分的侧面区域上方, 通过架设在墙体顶部的梁架结
构铺设有第二层的楼板, 并且设置二层主体结构和二层侧面区域。
的组合式房屋, 其中, 所述的组合式房屋的主体结构以及扩展部分的 各墙体、 底板和楼板之间, 通 ϋ!ϋ钉、 螺栓将相邻的墙体、 底板和楼板的龙骨 结构互相固定连接。
本发明还提供了一种组合式房屋的组装方法, 其特点在于, 包括如下步骤 步骤 1,在工厂组装完成组合式房屋的作为核心承重部分的主体结构,整合 有内部固定物件、 管路结构和室内装修;
m , 在工厂组装完成组合式房屋包括各独立的夕卜墙、 隔墙、地梁、底板 、 楼板、 屋架、 屋面板的扩展部分;
步¾3,将所述主体结构以及扩展部分的各部件装入集装箱中,运输至目的 地的安装场所;
步 在安装场所固定地梁、 底层主体结构、 底板以及底层外墙; 步骤 5,在底层的主体结构和扩展部分上,加盖上层的主体结构和扩展部分 步骤 6, 安装屋顶、 屋面板、 楼梯以及其他扩展部分的部件, 完成房屋。
的组合式房屋的组装方法, 其中, 所述的步骤 1还包括以下步骤: 步骤 1.1,制作具有门框和窗框结构的用于划分内部空间的内部分隔墙和围 绕长方形主体结构外周边的框架墙、 以及主体结构的底板、 楼板的龙骨结构; 步骤 1.2,将给排水管路和电气化管路等管路结构穿过底板或楼板中预留的 孔隙, 内 主体结构的底板纖板中, 并加以固定;
步骤 1.3, 在所述主体结构的底板上, 固定内部分隔墙和框架墙, 分隔出多 个空间;
步骤 1.4,在戶 M±体结构被分隔的空间内安装包括灘房、洗手台、马桶、 配电箱、 燃气设备的固定物件, 并且与底板内的相应的管路结构配套连接; 步骤 1.5, 在所述各内部分隔墙、 框架墙相邻的龙骨结构之间, ±真充矿棉, 在墙体的两个表面铺设包括结构面板、 墙面饰面的墙面材料, 并进行密封, 形 成封闭的墙体, 同时在框架墙的顶端或底端预留一定宽度的拆卸式墙板用于安 装螺栓、 螺钉;
步骤 1.6, 将主体结构外层包覆一个 箱体, 准备运输至现场安装。
的组合式房屋的组装方法, 其中, 所述的步骤 2还包括以下步骤: 步骤 2.1,制作具有门框和窗框结构夕卜墙、隔墙、 以胜体结构的底板、楼 板、 屋面板、 的龙骨结构;
步骤 2.2, 在外墙、 隔墙、底板、楼板、屋面板中相邻的龙骨结构之间, 填 充矿棉;
步骤 2.3, 在外墙、隔墙两面安装结构面板、夕卜墙饰面、 内墙饰面, 形成封 闭的墙体, 同时在外墙、 隔墙的墙体的顶端或底端预留一定宽度的拆卸式墙板 以便于安装螺栓、 螺钉;
步骤 2.4,在底板、楼板两面安装结构面板、防水层、复合地板、隔热材料, 形成封闭的楼板、底板, 同时在底板、楼板的边缘预留一定宽度的拆卸式地板 以便于安装螺栓、 螺钉;
步骤 2.5, 在屋面板夕國上铺设结构面板、 防水层、 隔热材料、 金属瓦, 形成作为屋顶面的屋面板;
步骤 2.6, 将外墙、 隔墙、底板、楼板、 屋面板、 屋架外层包覆保护材料, 准备运输至现场安装
的组合式房屋的组 法, 其中, 所述的步骤 3还包括以下步骤: 步骤 3.1,将所 体结构外部包覆一个傲户箱体, ffiil^体结构上预留的 吊装孔或吊装构件, 整体地由上至下吊 ¾Λ国际标准货柜运输;
步骤 3.2,将所述单件的扩展部分的各部湘咧叠置后相互固定,逝各部 件上预留的吊 或吊装构件, 吊 ^国际标准货柜内运输;
步骤 3.3,通过主体结构和单件的扩展部分上预留的吊装孔或吊装构件,将 主体结构和扩展部分吊装至安装场所。
_Μ的组装方法, 其中, 所述的步骤 4还包括以下步骤:
步骤 4.1,在安装场繊下设置混 ίΜ±基座,并在基座内排布当地的各种管 路;
步骤 4.2,在混 ±基座上设置用于固定组合式房^±体部分的预埋件并在 预埋件两侧铺设扩展部分的地梁;
步骤 4.3,固定所駐体结构于扩展部分并与预埋件相互固定,固定所述扩 展部分的外墙于设爾的地梁上;
步骤 4.4, 在地梁上铺设底板;
步骤 4.5, 在底 fch固定隔墙。
上述的组合式房屋的组装方法, 其中, 所述的步骤 5还包括以下步骤: 步骤 5.1,在底层主体结构的正上方吊装上层主体结构;在一层主体结构和 一层侧面区域顶部, 铺设二层楼板;
步骤 5.2,在底层扩展部分的夕卜墙体顶部吊装固定上层扩展部分的夕卜墙,通 过固定于上层扩展部分外墙底部的梁架与下层的墙体固定;
步骤 5.3, 取下框架墙、夕卜墙、隔墙、楼板、底 预留的拆卸式墙板, 利 用空隙将预留的螺栓或螺孔紧固安駐体结构、 夕卜墙、 隔墙、楼板、底板; 步骤 5.4, 将拆卸式墙板装回, 并重繊行密封。
的组装方法, 其中, 重謹述的步骤 5.1至步骤 5.4, 使组合式房屋的 层高达到 3层或以上。
的组合式房屋的组装方法, 其中, 戶 M的步骤 6还包括以下步骤: 步骤 6.1,在顶层主体结构和扩展部分的顶部铺设顶层楼板, «述楼 方架设屋架, 铺设屋面板;
步骤 6.2,在 房屋的夕卜墙的一角开设有门,并在所述的门的位置安装楼 梯结构;
步骤 6.3, 连接房屋内的管路结构并且也与安装地预设的管路进行连接; 步骤 6.4, 使用密封材料密封组装和连接过程中留下的孔隙。
上述的组合式房屋的组装方法, 其中, 所述的组合式房屋的各部件之间通 过螺钉和螺栓紧固连接。
本发明的优点在于, 由于本发明的组合式房屋包含一个用于主要承重部分 的主体结构, 完全由工厂制作完成,舰屋核心区域的承重设计有足够的保障, 在所述安装地点通过方形钢地梁和冷弯型薄壁的 g#3作为龙骨和框架, 可以大 幅度提高房屋的整体使用年限, 具体而言, 可以 成后的房屋达到 50年以上 的半永久性使用年限。; 并且, 在这个作为核心承重区域的主体结构内, 整合有 房屋同一层面完整的部用水用电设施和配套的管路结构, 可以减少具体安装过 程中的铺设管路和安装水电设施的时间, 只需要再与安装当地预留的管路结构 安装好, 即使可电***、 给排水***、通讯***、供气***、取暖***等立即 启用, 施工过程便捷; 由于本发明的房屋主体结构以及扩展部分的每个单件板 材尺寸都对应于国际标准货柜的尺寸设计, 因此, 可以整体或者叠置之后放入
一个货柜中, 便于运输; 由于本发明的房屋主体结构内部固定有洗手台、 淋浴 房、 马桶、 固定橱柜、 燃气设备、 配电箱, 不需要额外过多的室内装修, 可以 快舰 ¾Λ使用;
附图说明
图 1是本发明一种组合式房屋的主体结构和方钢地梁的组装示意图; 图 2是本发明一种组合式房屋的主体结构与一侧底层侧面区域组装示意 图;
图 3是本发明一种组合式房屋的主体结构与其两侧铺设在方钢地梁上的底 板组装示意图;
图 4 是本发明一种组合式房屋的主体结构与两侧底层侧面区域组装示意 图;
图 5是本发明一种组合式房屋的底层结构上加盖楼板的示意图; 图 6是本发明一种组合式房屋的底层上架设二层主体结构的组装示意图; 图 7是本发明一种组合式房屋在二层主体结构两侧拼装侧面区域的组装示 意图;
图 8是本发明一种组合式房屋铺设屋顶的结构示意图;
图 9是本发明一种组合式房屋全为窗的一侧夕卜墙面龙骨布置图; 图 10是本发明一种组合式房屋开设门的一侧的外墙面龙骨布置图; 图 11是本发明全密闭的外墙面龙骨布置图;
图 12是本发明门廊处的开设窗的外墙面龙骨布置图;
图 13是本发明门廊处的全密闭的夕卜墙面龙骨布置图;
图 14是本发明门廊处的开设门的外墙面龙骨布置图;
图 15是本发明组合式房屋的主体结构的框架墙的墙面示意图; 图 16是图 15中的框架墙的截面图;
图 17是本发明组合式房屋的扩展部分的外墙的截面图。 具体实施方式
本发明榭共了一种可在工厂完成的 弯型薄壁轻钢墙体体系组合式房屋, ffii! 厂工业化制造, 由 ¾H 结构板(OSB板、 CCA板)、 石膏板、 保温防水 材料和外墙材料通过螺栓组合完成的墙体、 底板、 楼板、 屋面板。 再由工厂完 成组装整体的主体结构, 包括其中的装修和固定物件, 所有的供暖, 电源, 给 排水***均整合于此主体结构中, 其他墙体内只需预先制作走线管道、 插座及 电线连接口。 该组合房屋各部件, 包括主体结构和其他的扩展部分在完成后可 以直接方爐于货柜内, 至目的地^ ¾组合。
如图 1所示, 本发明一个优选的实施例的组合式房屋, 包括整体的主 体结构 10和紧密设置在主体结构 10—侧的地梁 20, 所述主体结构 10为长 方形箱体, 作为整个组合式房屋的主要承重部分。 该主体结构 10包括底 板, 框架墙和内部分隔墙。 框架墙围绕该主体结构 10的长方形外边框设 置, 作为主体结构 10中的承重墙; 内部分隔墙设置在主体结构 10的长方 形区域内, 将外墙围成的空间分隔成多个内部空间。
完成工厂组装阶段的组合式房屋主体结构 10, 其适合放置于一个长 为 12米, 宽为 2.4米, 高为 3米的国际标准货柜 40内。 并且, 在本发明优选 的实施例中, 其长度选定为 11.615米, 宽度 2.318米, 高度为 3米, 其长度 和宽度均略小于放入的货柜 40的尺寸, 便于在相应的位置设置顶端或底 端梁架或其他突出的结构。
安装于主体结构一侧或两侧的地 ¾20作为扩展部分中的一部分, 其尺寸也 符^ Λ—个国际标准货柜内, 具体为一 12米, 宽 2.4米, 高 3米的货柜, 因 lfc¾梁的长度为略小于 12米, 宽度一般也选取略小于 3米。地 0也采用冷弯热 塑型轻钢材料制成, 具体为方形钢, 其长度与主体结构长度一致, 故在«的 实施例中, 也为 11.615米, 方钢的宽度为接 ¾3米, 正好可以竖直放入上述国际 标准货柜内。
本发明的主体部分内部可以划分为三个区域, 包括作为卫生间的区域, 作 为通道的区域, 以及作为厨房的区域。 其中, 在卫生间的区域中, 预先安装有 疆房、洗手台和马桶等卫生洁具; 在厨房区域中预先安 ¾¾"配电箱、洗手台、 燃气设备和橱柜等固定物件。 这些固定物件在运输过程之前就已经安装完毕, 且固定于所述组合式房屋的主体结构内, 随后与相对应的地下管路结构配套接 合。 该地下管路结构包括一条给水管路、 一条内部铺设电线的金属管路、 一条
用于淋浴房和洗手盆的第一排水管路, 一条用于马桶的第二排水管路、 一条燃 气管路以及一 共暖管路。
在本发明的另一个实施例中, 该主体结构 10还包括一个卫生间,一个办公 电气设备间, 一个水房。 这种配置可以使该组合式房屋满足于办公室的需要。
参见图 2至图 4, 在所述主体结构 10的一侧或两侧的方钢 20上, 铺设有底板 21, 其中, 所述主体结构内部的底板内, 贯穿有该层的主要给排水、 供暖、 燃 气以及电气化管路(图中未示出), 两侧的底板内仅预留有为了设置插座的而嵌 入的电气化管道。 如图 2所示, 在底 ¾21上固定有侧面区¾30的外墙体; 如图 3 所示, 在底板的一侧, 即作为本发明组合式房屋的入口处的位置, 还设有门廊 的底
参见图 4,本发明的组合式房屋侧面区¾ 0的外墙体,分别包括以下几种类 型: 带有窗结构的夕卜墙体 31, 不带任何门或窗结构的完^寸闭墙体 32, 带有门 结构的夕卜墙体 33, 门廊具有门结构的进口墙体 34, 门廊具有床结构的墙体 35, 门廊上完全封闭的墙体 36; 上述这些墙体构成了组合式房屋的外墙边缘, 并且 都作为外侧的承重墙, 设置于底板 21上, 通过墙体上预留的连接固定螺孔和螺 栓、 或螺钉与底板以及相邻的墙体之间连接, 其安装位置与底下的方钢地梁的 職和位置相匹配。
本发明的所有外墙、 框架墙、 内部分隔墙、 隔墙、 底板、 楼板、 屋面板等 的框架结构都是在工厂由冷弯热镀型薄壁轻钢构成的,由 C形轻钢作为竖直方向 的龙骨结构, 7J平方向上用两条槽形轻钢限制上下区域, 在相邻的两根作为龙 骨的 C型轻钢之间填充有矿棉,起到保温和隔声的作用,再在两侧墙面以结构面 板(OSB板)封闭, 可以进一步铺设石膏板、 保温防水材料和外墙材料等, 通 过螺栓组合完成。 具体地说, 本发明的夕卜墙构件的夕卜墙面上由里至外依次铺设 结构面板, 防水层和外墙饰面; 夕卜墙构件的内墙面上从 龙骨层起依次铺设 结构面板和纸面石膏板; 卫生间的内墙面, 铺设结构面板、 防水层、 7J泥木屑 板和瓷砖; 楼板和底^ t表面铺设结构面板和木地板, 下表面铺设结构面板和 石膏板, 屋面板除上下结构面板外, 还需要铺设防水板和屋面饰板。 其中, 在 墙体和楼板 板内上还设置有用于安翻座和开关等部件的缺口。
另外, 本发明的主体结构的包括顶部 4个顶角的位置处, 分别预先 开设有至少 4个吊装孔或设置吊装结构, 用于将所述主体结构由上至下
吊装入货柜内。 本发明中的扩展部分的外墙墙体上的每一侧都预留有用 于吊装的吊装孔, 分布在墙面上靠近顶部的位置, 并且左右对称分布, 一侧外墙面上至少具有 2个吊装孔, 在实际安装过程中通过上述吊装孔 将外墙吊装至指定位置。 本发明中的楼板或底板的至少三个顶角的位置 也设有吊装孔或吊装结构, 尤其优选的是, 在四个顶角的位置都设有吊 装孔或吊装结构, 便于将楼板或底板平稳地吊装放入指定位置。
的组合式房屋, 除了主体结构外, 对于扩展部分的每块隔墙、 夕卜墙墙 体、 以及底板、 楼板、 屋面板上开设有用于吊装的吊装孔。 其中, 作为竖直安 置的每块墙体上至少具有 2个吊 ¾¾, 分布在墙面上 Λ¾顶部的位置, 并 右 对称分布, 一侧外墙面上至少具有 2个吊 ¾¾, 作为水平方向的楼板 板以及 接近水平方向的每块屋面板上, 至少具有三个吊装孔, 即在至少三个顶角的位 置设有吊装孔或吊装结构, 尤其优选的是, 在四个顶角的位置都设有吊装孔或 吊装结构, 便于将楼板^ ¾板平稳 itk吊 ¾¾Λ指定位置。。
参见图 9至图 14,在部分墙体上会开设有一个门框或窗框结构,在门框或窗 框结构处的 龙骨进行相应的加密设计。 具体地说, 本发明中一般的¾ ^龙 骨间距为 610毫米, 而在门 部或窗框的上、下部, 除正常间距的龙骨结构外 , 还需要加设 1至 2根加密龙骨; 而在门框和窗框的侧面以及靠近框架边缘的位 置, 所述的龙骨结构的间距也将明显小于 610毫米, 可选用例如 400毫米、 380毫 米、 280毫米、 230毫米、 205毫米或 110毫米等, 以达到强化墙体的承重能力的 作用。 其中, 在外墙 33, 34上的门框结构内安装有可绕单侧活页转动的门; 在 夕卜墙 31上开设有窗框结构, 并且在所述窗体处以轻钢龙骨进行加密设计, 在窗 框结构中安装有窗户, 所设置的窗户优选为防震防破碎的强化玻璃; 此外, 主 体结构 10上的各个框架墙或内部分隔墙上也都开设有窗框或门框结构, 其龙骨 设置与其他外墙体基本一致, 可以参照上述的内容。
如图 16所示, 本发明的组合式房屋的主体结构的框架墙的截面图, 所述下 层框架墙 301, 包括外墙面^ 307和内墙面 ¾308,底部为在运输前即与框架墙完 成安装固定的方钢 303。 并且, 在外墙面 ¾307上, 靠近顶端和底端的部分, 可 设置有顶部拆卸式墙板 305和底部拆卸式墙板 306, 一般仅设置顶部拆卸式墙板 305, 或仅设置底部拆卸式墙 ¾306, 但如果框架墙上下两部分都需要安装螺钉 、 螺栓的框架墙处, 同时设置顶部拆卸墙板 305和底部拆卸式墙板 306。在安装
上方的框架墙 302的时候, 通过拆卸下顶部拆卸式墙板 305, 将螺钉、 螺栓结构 与固定在上层的框架墙 302底端的方钢角钢结构 304固定安装。
如图 15所示, 本发明的组合式房屋的主体结构的框架墙的墙面视图, 包括 底层的外墙面 307, 上层的框架墙 302, 固定下层框架墙下方的方钢 303, 固定在 上层的框架墙 302下方的方钢角钢结构 304,顶部拆卸式墙 ¾305和底部拆卸式墙 板 306。
如图 17所示, 本发明的组合式房屋的扩展部分的外墙的截面图, 所述下层 外墙 311, 包括外墙面 ¾317和内墙面¾318, 底部为预先设置在安装场所的混凝 土基座上的方钢 313。 并且, 在外墙面板 317上, 靠近底端的部分, 可设置有底 部拆卸式墙 ¾316, 然而, 也可以根据实际需要设置顶部拆卸式墙板(图中未示 出), 如过外墙上下两部分都需要安装螺钉、 螺栓的外墙处, 同时设置顶部拆卸 墙板和底部拆卸式墙板 316。 在安装下方的方钢 313的过程中, 通过拆卸下底部 拆卸式墙板 316, 将螺钉、 螺栓结构与预先埋设与混凝土基座上的方钢 313相互 固定。 而上层夕卜墙 312通过固定于其下方的梁架 314直接架设与下层外墙 311上, 随后 ffiitt平方向的螺栓是梁架 314和外墙 311紧固。
参见图 5所示,在底层墙体都安装完毕之后, Mil设置在底层顶端的梁架结 构固定安装两层之间的楼板 50、 51、 52, 其中, 对应于主体结构 10的楼板内, 参照该主体结构 10的底板, 也贯穿有给排水、 供暖、 燃气以及电器管路等管路 结构, 并且所述的管路结构也能与上方主体结构内的固定设施, 例如洗手台、 马桶、 燃气设备、 配电箱等相连接。 对应于侧面区 ¾30以及门廊正上方的楼板 , 其内部仅需要留有铺设电气***的管路即可, 其他较为笨重的金属管路都铺 设在主体结构 10上的内。 楼板 51表现出了楼板内的龙骨结构形象示意图, 在实 际使用过程中, 楼板 51也是参照 50那样铺设上下结构面板、 木质底板和石膏板 等。
参见图 6所示,在底层主体结构 10上加盖一个上层主体结构 40,两个主体结 构的承重设计一致, 即上层主体结构 40的框架墙与底层主体结构的框架墙形状 相互对应, 构«定的核心承重体系。
参见图 7所示, 为在上层主体结构 40两侧, 按照底部侧面区¾30的方式, 增 加上层侧面区 ¾60, 職以 重墙的分布也参照底层侧面区¾30。
参见图 8所示, 在二层的结构完成之后, 可以按照底层上方的楼板 50, 51
, 52在二层结构的上部加盖一层顶部楼板, 其内部仅设置电器管路***。 再在 最顶端加盖屋顶, 通过屋架 70和屋面板 80构成, 所述屋架 70包括纵向和横向的 结构, 这些 ¾ ^结构都^^分!¾Λ国际标准货柜内一同运输。
本发明组合式房屋的主体结构边框上的方钢与预先固定在安装场所 的混凝土基座内的预埋件固定安装, 所述的预埋件包括角钢和埋入地底 的固定件, 该预埋件的角钢, 其一面埋于地下, 用于固定地下的固定件, 另一面则垂直于墙体外侧, 通过螺钉与方钢固定连接。 各自的外墙槽钢 和底板槽钢通过螺钉相互固定连接。 另外, 所述预埋件结构围绕整个主 体结构的长方形底板的外周边布置, 并且在主体结构下方的混凝土基座 上铺设有防水卷材, 实际安装过程中只需将主体结构放入预埋件之间, 再用螺钉固定连接即可完成所述主体结构的现场安装固定工作。
此外, 在本发明的组合式房屋的夕卜墙外侧, 概门廊处, 加装一个楼梯结 构(图中未示出), 该楼梯结构可以为本领域所公知的旋转式铁架楼梯, 可以由 工厂一并生产运输, 或者直接在安装地点重新搬。
至此, 构成完整的组合式房屋 100,此后只需要将一些设施、 f¾联系起来 , 完成密封设置, 完成室内电气线路即可启用。
本发明还樹共了一种组合式房屋的组装方法, 包含构成主体结构以及在主 体结构周围加 ¾^展部分的过程。
本发明还 ¾f共了一种组合式房屋的组装方法, 基本步骤如下- 步骤 1,在工厂组装完成组合式房屋的作为核心承重部分的主体结构,整合 有内部固定物件、 管路结构和室内装修;
mm, 在工厂组装完成组合式房屋包括各独立的外墙、隔墙、地梁、底板 、 楼板、 屋架、 屋面板的扩展部分;
步^ 3,将所脏体结构以及扩展部分的各部 集装箱中,运输至目的 地的安装场所;
m, 在安装场所固定地梁、 底层主体结构、 底板以及底层外墙; 步骤 5, ¾ ^层的主体结构和扩展部分上,加盖上层的主体结构和扩展部分 步骤 6, 安装屋顶、 屋面板、 楼梯以及其他扩展部分的部件, 完成房屋。
_tit的组装方法, 其中, 所述的步骤 1还包括以下步骤-
步骤 1.1,制作具有门框和窗框结构的用于划分内部空间的内部分隔墙和围 绕长方形主体结构夕卜周边的框架墙、 以及主体结构的底板、 楼板的龙骨结构; 步骤 1.2,将给排水管路和电气化管路等管路结构穿过底板或楼板中预留的 孔隙, 内 主体结构的底板 板中, 并加以固定;
步骤 1.3, 在所^体结构的底板上, 固定内部分隔墙和框架墙, 分隔出多 个空间;
步骤 1.4,在所駐体结构被分隔的空间内安装包括灘房、洗手台、马桶、 配电箱、 燃气设备的固定物件, 并且与底板内的相应的管路结构配套连接; 步骤 1.5, 在戶 M各内部分隔墙、 框架墙相邻的龙骨结构之间, 填充矿棉, 在墙体的两个表面铺设包括结构面板、 墙面饰面的墙面材料, 并进行密封, 形 成封闭的墙体, 同时在框架墙的顶端或底端预留一定宽度的拆卸式墙板用于安 装螺栓、 螺钉;
步骤 1.6, 将主体结构外层包覆一个 箱体, 准备运输至现场安装。 上述的组装方法, 其中, 所述的步骤 2还包括以下步骤- 步骤 2.1, 制作具有门框和窗框结构外墙、隔墙、 以及主体结构的底板、楼 板、 屋面板、 顧的龙骨结构;
步骤 2.2, 在外墙、 隔墙、底板、楼板、 屋面板中相邻的龙骨结构之间, 填 充矿棉;
步骤 2.3, 在外墙、 隔墙两面安装结构面板、外墙饰面、 内墙饰面, 形成封 闭的墙体, 同时在外墙、 隔墙的墙体的顶端或底端预留一定宽度的拆卸式墙板 以便于安装螺栓、 螺钉;
步骤 2.4,在底板、楼板两面安装结构面板、防水层、复合地板、隔热材料, 形成封闭的楼板、 底板, 同时在底板、 楼板的边缘预留一定宽度的拆卸式地板 以便于安装螺栓、 螺钉;
步骤 2.5, 在屋面板外侧面上铺设结构面板、 防水层、 隔热材料、 金属瓦, 形成作为屋顶面的屋面板;
步骤 2.6, 将外墙、 隔墙、 底板、 楼板、 屋面板、 觀外层包覆保护材料, 准备运输至现场安装。
的组装方法, 其中, 所述的步骤 3还包括以下步骤:
步骤 3.1,将所 体结构外部包覆一个保护箱体,通过主体结构上预留的
吊装孔或吊装构件, 整体地由上至下吊 ¾Λ国际标准货柜运输;
步骤 3.2,将所述单件的扩展部分的各部湘咧叠置后相互固定,通过各部 件上预留的吊 ¾?L或吊装构件, 吊 ^国际标准货柜内运输;
步骤 3.3,通过主体结构和单件的扩展部分上预留的吊装孔或吊装构件,将 主体结构和扩展部分吊装至安装场所。
的组装方法, 其中, 所述的步骤 4还包括以下步骤:
步骤 4.1,在安装场所地下设置混凝土基座,并在基座内 当地的各种管 路;
步骤 4.2,在混 基座上设置用于固定组合式房屋主体部分的预埋件并在 预埋件两侧铺设扩展部分的地梁;
步骤 4.3,固定戶 ¾主体结构于扩展部分并与预埋件相互固定,固定所述扩 展部分的外墙于设騰的地梁上;
步骤 4.4, 在地 铺设底板;
步骤 4.5, 在底 固定隔墙。
的组装方法, 其中, 所述的步骤 5还包括以下步骤:
步骤 5.1,在底层主体结构的正上方吊装上层主体结构;在一层主体结构和 一层侧面区域顶部, 铺设二层楼板;
步骤 5.2,在底层扩展部分的夕卜墙体顶部吊装固定上层扩展部分的夕卜墙,通 过固定于上层扩展部分外墙底部的梁架与下层的墙体固定;
步骤 5.3, 取下框架墙、夕卜墙、隔墙、楼板、底¾±预留的拆卸式墙板, 利 用空隙将预留的螺栓或螺孔紧固安駐体结构、 夕卜墙、 隔墙、楼板、底板; 步骤 5.4, 将拆卸式墙板装回, 并重繊行密封。
的组装方法, 其中, 重 «述的步骤 5.1至步骤 5.4, 使组合式房屋的 层高达到 3层或以上。
的组装方法, 其中, 所述的步骤 6还包括以下步骤:
步骤 6.1,在顶层主体结构和扩展部分的顶部铺设顶层楼板, Wf述楼 方架设廳, 铺设屋面板;
步骤 6.2,在 房屋的夕卜墙的一角开设有门,并在所述的门的位置安装楼 梯结构;
步骤 6.3, 连接房屋内的管路结构并且也与安装地预设的管路进行连接;
步骤 6.4, 側密封材料密封组装和连接过程中留下的孔隙。
具体来说, 本发明的组装方法为首先构成一个作为整个组合式房屋的主要 承重部分的长方形的主体结构, 具体包括如下步骤:
在所述主体结构 10 的底板的¾ ^龙骨结构中开设多个长度方向一致的管 道孔。将电气管路和给排水管路等的管道穿过管道孔, 其中电气管路为金属管, 在内部穿有电线、 光纤等电气管路; 其中给排水管路采取金属管; 此外还贯穿 有燃气管路和供暖管路等, 也都为金属管道。 在所述龙骨结构的管道孔处, 通 过塑料套管或法兰盘等装置固定各种管道; 在底板的轻钢龙骨结构之间的其他 空白区域处填充矿棉, 并在两侧表面用结构面板当寸闭, 形成完整的底板, 在底 板上表面再铺设一层木质底板。
主体结构的整体组装步骤包括如下: 首先在工厂内完成底层主体结构和上 层主体结构, 底层主体结构的底面包括完 板、 夕卜框架墙体、 内部分隔墙体 和固定物件, 其中所有墙体和固定物件均固定于所述底板之上; 而上层主体结 构包括楼板、 夕卜框架墙体、 内部分隔墙体和固定物件, 其中墙体和固定物件都 不与楼板固定, 而是将楼板嵌置于外框架墙体围成的框架之内, 楼板的夕卜边形 状与外框架墙体的内边 相匹配,其他固定物件与隔墙也均不固定于楼板上。
其中底层主体结构的安装步骤为: 将给排水管路和电气化管路等管路结构 穿过底板中预留的孔隙, 内 主体结构的底板之中, 并加以固定; 在所述主 体结构的底板或楼社, 固定预制的内部分隔墙, 分隔出独立的使用空间; 依 次固定围绕长方形主体结构外框边的框架墙, 构成主体结构中各使用空间的整 体边界; 在相应的使用空间范围内安装固定物件, 并且与底板内的管路结构配 套连接; 在所述各内部分隔墙、 夕卜框边的框架墙表面铺设墙面材料, 并在底层 主体结构的夕卜侧墙面顶端预留有一定宽度的拆卸式的墙板, 并进行密封; 将用 于连接上层主体结构的固定梁架放置在框架墙上。
其中上层主体结构的安装方法为: 所采用的固定梁架为帽形梁。 将给排水 管路和电气化管路等管路结构穿过楼板中预留的孔隙, 内 楼板之中, 并加 以固定; 在所述上层主体结构的楼板上, 固定预制的内部分隔墙, 分隔出独立 的使用空间; 依次固定与围绕长方形主体结构夕卜框边的框架墙, 构成主体结构 中各使用空间的整体边界; 在相应的使用空间范围内计算好固定物件的安装位 置, 以及与底板或楼板内的管路结构配套连接关系和位置; 所述的楼板以及楼
板上的连接结构与框架墙暂不进行连接固定; 在所述各内部分隔墙、 框架墙表 面铺设墙面材料, 并在上层主体结构的外墙面的顶端和底端都预留有一定宽度 的拆卸式的墙板, 并进行密封; 将用于连接上一层的上层主体结构的固定梁架 放置在框架墙上。
此外, 上层主体结构还可以采用另一种方式安装: 所述的固定梁架为方钢 和角钢。 将给排水管路和电气化管路等管路结构穿过楼板中预留的孔隙, 内嵌 入楼板之中, 并加以固定; 在所述主体结构的楼板上, 固定预制的内部分隔墙 框架, 分隔出独立的使用空间; 依次固定与围绕长方形主体结构外边的外墙框 架, 构成主体结构中各使用空间的難边界, 在所述外墙框架的底端, 固定方 钢, 且在方钢两侧固定角钢, 作为与下层墙体的结合面; 在相应的使用空间范 围内安装固定物件, 并且与底板或楼板内的管路结构配 接; 所述的楼板架 设在固定于框架墙底部的角钢的突出的边沿上; 在所述各内部分隔墙、 夕卜墙框 架表面铺设墙面材料, 并进行密封。
其中, 所述楼板和底板中预留有孔隙, 在其中铺设给排水、 供暖以及电气 化管路, 并对相应接口与所述固定物件对应位置都进¾¾先设计。
然后, 4每戶 M的底层主体结构和上层主体结构分别装入一个 12米长的国际 标准货柜中进行运输, 并且需要制作相应的保护措施, 例如, 可在箱体外设置 保护外层, 以及箱体内部设置固定和缓冲部件, 以防止其在运输过程中的损坏。
本发明组合式房屋的主体结构和扩展部分中所用到的板材, 通过工厂由冷 弯热塑型薄壁 ¾ira, 主要是 c形钢和槽形钢, 制作本身带有门框或窗框结构的 龙骨框架结构, 包括内部分隔框架和外墙框架。 在长方形底板的宽度方向上, 将内部分隔墙框架以及与内部分隔墙平行的外墙框架设置于底板上, 分隔出多 个空间; 将与内部分隔墙垂直的外墙框架设置于底板上, 从而构成主体结构的 外边框结构以及内部的各分隔空间的边界; 将内部分隔墙框架、 夕卜墙框架和底
Mil框架边缘的槽形钢或 c形钢上的螺孔和螺栓连接固定。 同时, 主体结构
10的侧部和顶部的各边缘, 也都预留有与其他扩展部件相连的连接结构, 例如 连接螺孔、 连接法兰以及连接螺栓等, 可以便于与其他墙体、 楼板等部件的固 定与连接。
在被分隔的各空间内将洗手台、 配电箱、 燃气设备、 固定橱柜、 淋浴房、 马桶等等固定物件与电气化管道、 ¾7j管、 排水管、 燃气管道等的管路结构相
互连接; 通过螺钉、 螺栓和螺孔等安¾ ^固定物件。
本发明的主体结构和扩展部分中的包括外墙、 框架墙、 内部分隔墙、 底板 楼板、 屋面板等的墙体框架中, 每两根相邻的龙骨结构之间, 填充矿棉。 在墙 体两面安装结构面板、 夕卜墙饰面、 内墙饰面等, 形成封闭的墙体。 将相邻的墙 体之间、 或墙体和底面之间, 由于留用安装墙板的缝隙, 可用密封胶或者密封 板等密圭材才料将安 程中的空隙密封。
在所述的主体结构的外部包覆一个 箱体,所述箱体材料采用镂空衬垫、 海绵、 瓦楞板、 防水塑料膜、 OSB外包装板等, 并且包覆后的主体结构 整 体地放入国际标准货柜内; 各个扩展部分的构件相互堆叠固定后, 在相邻安放 的板材之间增设有保护层, 采用如同保护箱体的材料, 以防止相邻的板、 墙、 钢结构之间相互碰撞而损坏。
在安装地点, 预先设置有一个混 «:基座用于设置 房屋和主体结构, 混?肚基座上留有固定设施用于固定所述的主体结构, 例如铆钉、 螺钉等, 并 且混凝土基座内预先铺设有当地的给排水管路、 电气管路、 供暖管路等管路结 构。 为了 混肚基座, 还可以在主体结构的下方, 设置有与长方形外边框 相对应的加固钢筋结构。
在运输到目的地后实际安装步骤中,在主体结构 10上预留有吊装孔或吊装 结构, 在运输至目的地后, 通 述吊装孔, 将主体结构吊 ¾ 安装场所的混
«:基座上, 与基座上的与主体结构的长方形外周边形状相匹配的预埋件相固 定。 在外部扩展部分上的各个板、 墙、 钢梁上也都设有吊装孔, 通过吊装设施 将这些部件按照图 1至 8的所示的依次安装固定在主体结构周围。
如图 1至图 8所示,将组合式房屋的主体结构 10于指定位置后,在主体结 构一侧或两侧的水平地面上, 紧贴该主体结构铺设一 方形方钢地梁 20, 作 为扩展部分中的侧面区域的基座。 然后在地梁上铺设侧面区域的底板 21, 将底 板与基座通过螺钉或螺栓固定。 在底板上固定外墙和隔墙, 将外墙和隔墙墙体 通过边缘预设的螺¾¾过螺钉或螺栓固定在底板上, 相邻接的墙体也通过其侧 ii±预留的螺孔用螺钉或螺栓相连接。
在完成的底层主体结构和底层侧面区域顶部的相应位置, 铺设二层楼板, 其中, 在主体结构上部的楼板内部, 预先铺设管路结构, 包括二层的主要给排 7K管路、 电气化管路、 供暖管路、 燃气管路等。 在底层主体结构的正上方吊装
二层主体结构和二层的外墙体。 用预留在墙体和主体结构上的螺栓或螺孔紧固 安装二层主体结构和外墙体, 并将墙体与主体结构, 以及墙体之间进 接。
本发明的另一个实施方式中,在底层主体结构和 I¾ 侧面区域的墙体上部, 放置有与墙体形状匹配的梁架结构, 安装过程中, 现将上述的梁架结构固定于 二层的主体结构和墙板上, 再将二层主体结构和墙体通过梁架和底层墙体的匹 配皿固定, 随后在梁架结构上铺设楼板, 并将板、 墙之间进行连接固定。
在本发明优选的组合式房屋的安装方法中, 还包括在二层结构顶部铺设楼 板的步骤, 在所述楼板上方固定屋架和檩条, 然后在上方铺设屋面板。 在整个 房屋的夕卜墙边靠近门廊处安装楼梯结构, 可以通过整体运输至当地的楼梯与房 屋外部连接得到, 也可以在当地就地安装楼梯结构。 将房屋内的管路结构相互 连通, 尤其是设置在墙体或底板、 楼板中的电气化管路, 并且将房屋预设的管 路与安装地预先设置的管路相互连接, 固定和密封所有的管路连接处, 使房屋 的电气化管路、 给排水管路、 供暖管路、 燃气管路等能够正常使用。 使用密封 材料密封组装和连接过程中留下的孔隙, 例如为了安装固定墙板而预留的安装 缝隙或墙体之间拼接过程中产生的细微缝隙, 又或者穿墙铺设管路的过程中留 下的孔隙等, 可以分别通过加装密封板或直接用密封胶进行密封。
本发明的主体结构经工厂加工完成后, 通过国际标准货柜进行运输, 在到 达目的地之后, 只需要进行最后一步现场组装步骤, 而不需要再对主体结构内 进行过多额外的内部布置和管路排布, 通过与安装地预先预留好的接口直接相 连接即可使电***、 给排水***、 通讯***、 供气***、 取縣统等立即启用, 可以大幅度缩 工工期。
以上的具体实施例, 为本发明最为优选的实施方案, 然而本发明并不仅局 限于此种具体实施方式, 对于本领域所公知公用的一些技术特征选用、 替换或 改变, 也应当被认为是本发明的一部分。
Claims
1 . 一种组合 屋, 其特征在于: 包括 的主体结构和单件的扩展 部分, 所述主体结构为长方形箱体, 作为整个组合式房屋的主要承重部分 ; 扩展部分包括安装于主体结构一侧或两侧的地梁、 铺设在地梁上的底板 、 固定于底板上的外墙、 分隔内部空间的隔墙、 架设在两层之间的楼板、 设置在房屋外侧的楼梯、 铺设在顶部的屋架以及架设在屋架上的屋面板, 作为承重墙的外墙设置在预铺设的长方形地梁所对应的位置上, 支撑整个 扩展部分
2. 如权利要求 1所述的组合式房屋, 其特征在于, 所^ ±体结构包括 围绕长方形外边的框架墙、 将框架墙围成的空间分隔成多个空间的内部分 隔墙、 内部设置有管路结构的底板或楼板; 并且在各分隔空间内预先安装 有一部分固定物件, 所述底板或楼板内的管路结构包括与所述固定物件相 配«接的主要给排水、 供暖以及电气化管路。
3. 如权利要 *2所述的组合 5 ^屋, 其特征在于,
所 体结构的底部一体的制造有围绕其长方形外框边的方钢地梁, 用于与安装场所的预埋件相互固定连接;
所述扩展部分中包括布置在所述主体结构一侧或两侧的长方形的侧面 区域, 在安装地点设置有混凝土基座, 在所述混凝土基座上预先铺制有与 侧面区域的形状相匹配的扩展部分地梁, 所述侧面区域的墙体固定安装在 扩展部分地梁上, 所述主体结构通过其侧面开设的门结构与这些侧面区域 相互腿。 ,
4. 如权利要 *3所述的组合式房屋, 其特征在于, 所述组合式房屋的 主体结构的外形尺寸与一个国际标准货柜的内壁尺寸相适配;
并且所述扩展部分的外墙、 隔墙、 底板、 楼板和屋面板的外形尺寸都 设定为与一个国际标准货柜的内 M 寸相适配。
5. 如权利要求 4所述的组合式房屋, 其特征在于, 所述组合式房屋的 夕卜墙、 框架墙、 隔墙、 内部分隔墙、 底板、 楼板和屋面板都是由内部作为 龙骨的 C形 gira和作为上下固定件的槽形 ¾ ^构成的框架结构, 相邻的 C形 轻钢之间填充有矿棉, 在框架结构两侧墙面以结构面板封闭, 形成完整的 墙体。
6. 如权利要求 5所述的组合式房屋, 其特征在于, 所述的主体结构的 夕卜侧墙体以及扩展部分的外墙、 隔墙、底板、 楼板和屋面板的一侧墙面的 顶部、 底部或侧边, 具有与相邻的墙体或楼板等固定连接的螺孔、 螺钉和 螺栓, 同时, 在墙面的顶部、底部或侧边预留有一定宽度的拆卸式墙板用 于安装固定螺钉或螺栓。
7. 如权利要求 6所述的组合 屋, 其特征在于,
所述的主体结构的顶部, 包括 4个顶角的位置上, 设置有至少 4个吊装 孔或吊装结构;
所述的扩展部分的隔墙、 夕卜墙墙体、 以及底板、楼板、 屋面 fe 开设 有用于吊装的吊装孔, 作为竖直安置的每块墙体顶部的两个顶角上开设有 2 个吊装孔或吊装结构;
作为水平方向的楼板或底板以及与水平方向成一定坡度的每块屋面板 上的至少三个顶角的位置, 具有吊 或吊装结构。
8. 如权利要求 7所述的组合式房屋, 其特征在于, 所述的预留的拆卸 式墙板的宽度为 300*^。
9. 如权利要求 8所述的组合 屋, 其特征在于,
在底层的主体结构上方设置有上层的主体结构, 通过上层的主体结构 底端的方钢与底层的主体结构顶端的预留螺孔、 螺钉和螺栓连接;
在底层的扩展部分的侧面区域上方, 通过架设在墙体顶部的梁架结构 铺设有第二层的楼板, 并且设置二层主体结构和二层侧面区域。
10. 如权利要求 1至 9中任意一项所述的组合式房屋, 其特征在于, 所 述的组合式房屋的主体结构以及扩展部分的各墙体、底板和楼板之间, 通 i,螺栓将相邻的墙体、底板和楼板的龙骨结构互相固定连接。
11. 一种组合式房屋的组装方法, ¾ 征在于, 包括如下步骤: 步骤 1, 在工厂组装完成组合式房屋的作为核心承重部分的主体结构, 整合有内部固定物件、 管路结构和室内装修;
步難, 在工厂组装完成组合式房屋包括各独立 墙、 隔墙、地梁、 底板、楼板、 屋架、 屋面板的扩展部分;
m ,将所述主体结构以及扩展部分的各部件装入集装箱中,运输至 目的地的安装场所;
步¾4, 在安装场所固定地梁、底层主体结构、 底板以及底层外墙;
步骤 5, 在底层的主体结构和扩展部分上, 加盖上层的主体结构和扩展 部分;
步骤 6, 安装屋顶、 屋面板、 楼梯以及其他扩展部分的部件, 完成房 屋。
12. 如权利要求 11戶 ¾的组合式房屋的组装方法, 其特征在于, 所述 的步骤 1还包括以下步骤:
步骤 1.1,制作具有门框和窗框结构的用于划分内部空间的内部分隔墙 和围绕长方形主体结构外周边的框架墙、 以及主体结构的底板、 楼板的龙 骨结构;
步骤 1.2,将给排水管路和电气化管路等管路结构穿过底板 板中预 留的孔隙, 内嵌入主体结构的底板或楼板中, 并加以固定;
步骤 1.3, 在所述主体结构的底板上, 固定内部分隔墙和框架墙, 分隔 出多个空间;
步骤 1.4, 在所胜体结构被分隔的空间内安装包括灘房、 洗手台、 马桶、 配电箱、 燃气设备的固定物件, 并且与底板内的相应的管路结构配 链接;
步骤 1.5, 在所述各内部分隔墙、框架墙相邻的龙骨结构之间, ±真充矿 棉, 在墙体的两个表面铺设包括结构面板、 墙面饰面的墙面材料, 并进行 密封, 形成封闭的墙体, 同时在框架墙的顶端或底端预留一定宽度的拆卸 式墙板用于安装螺栓、 螺钉;
步骤 1.6, 将主体结构外层包覆一个保护箱体, 准备运输 见场安装。
13. 如权利要求 11所述的组合式房屋的组装方法, ¾ 征在于, 所述 的步骤 2还包括以下步骤- 步骤 2.1,制作具有门框和窗框结构夕卜墙、隔墙、以及主体结构的底板、 楼板、 屋面板、 廳的龙骨结构;
步骤 2.2,在外墙、隔墙、底板、楼板、屋面板中相邻的龙骨结构之间, 填充矿棉;
步骤 2.3, 在外墙、 隔墙两面安装结构面板、 夕卜墙饰面、 内墙饰面, 形 成封闭的墙体, 同时在外墙、 隔墙的墙体的顶端或底端预留一定宽度的拆 卸式墙板以便于安装螺栓、 螺钉;
步骤 2.4, 在底板、楼板两面安装结构面板、 防水层、 复合地板、 隔热
材料, 形成封闭的楼板、 底板, 同时在底板、 楼板的边缘预留一定宽度的 拆卸式地板以便于安装螺栓、 螺钉;
步骤 2.5, 在屋面板夕 面上铺设结构面板、 防水层、 隔热材料、 金属 瓦, 形成作为屋顶面的屋面板;
步骤 2.6, 将外墙、 隔墙、底板、 楼板、 屋面板、 外层包覆保护材 料, 准备运输至现场安装。
14. 如权利要求 11戶 M的组合式房屋的组装方法, 其特征在于, 所述 的步骤 3还包括以下步骤:
步骤 3.1, 将戶; 体结构外部包覆一个保护箱体, 通过主体结构上预 留的吊装孔或吊装构件, 整体地由上至下吊装入国际标准货柜运输;
步骤 3.2, 将所述单件的扩展部分的各部湘咧叠置后相互固定, 各部件上预留的吊装孔或吊装构件, 吊 ¾Affl际标准货柜内运输;
步骤 3.3, 通过主体结构和单件的扩展部分上预留的吊装孔或吊装构 件, 将主体结构和扩展部分吊装至安装场所。
15. 如权利要求 11戶 ¾的组合式房屋的组装方法, 其特征在于, 所述 的步骤 4还包括以下步骤:
步骤 4.1 , 在安装场舰下设置混肚基座, 并在基座内^ W当地的各 种管路;
步骤 4.2,在混凝土基座上设置用于固定组合式房屋主体部分的预埋件 并在预埋件两侧铺设扩展部分的地梁;
步骤 4.3, 固定 «主体结构于扩展部分并与预埋件相互固定, 固定所 述扩展部分的外墙于设置好的地
步骤 4.4, 在地梁上铺设底板;
步骤 4.5, 在底板上固定隔墙。
16. 如权利要求 11所述的组合式房屋的组装方法, 其特征在于, 所述 的步骤 5还包括以下步骤:
步骤 5.1, 在底层主体结构的正上方吊 层主体结构; 在一层主体结 构和一层侧面区域顶部, 铺设二层楼板;
步骤 5.2, 在底层扩展部分的外墙体顶部吊装固定上层扩展部分的外 墙, 謝固定于上层扩展部分外墙底部的梁架与下层的墙体固定;
步骤 5.3, 取下框架墙、夕卜墙、隔墙、楼板、底板上预留的拆卸式墙板,
利用空隙将预留的螺栓或螺孔紧固安装主体结构、 夕卜墙、 隔墙、 楼板、 底 板;
步骤 5.4, 4射斥卸式墙板装回, 并重 行密封。
17.如权利要求 16戶 M的组合式房屋的组装方法,其特征在于重 W? 述的步骤 5.1至步骤 5.4, 使组合式房屋的层高达到 3层或以上。
18. 如权利要求 11所述的组合式房屋的组装方法, 其特征在于,所述 的步骤 6还包括以下步骤:
步骤 6.1,在顶层主体结构和扩展部分的顶部铺设顶层楼板,在所述楼 社方架设屋架, 铺设屋面板;
步骤 6.2,在整个房屋的外墙的一角开设有门,并在所述的门的位置安 装楼梯结构;
步骤 6.3, 连接房屋内的管路结构并且也与安装地预设的管路进行连 接;
步骤 6.4, 側密封材 ¾封组装和连接过程中留下的孔隙。
19. 如权利要求 11至 18的组合式房屋的组装方、法, ¾ 征在于, 所 述的组合 屋的各部件之间通 累钉和螺栓紧固连接。
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2008100418375A CN101654929B (zh) | 2008-08-19 | 2008-08-19 | 一种组合式房屋及其组装方法 |
CN200810041837.5 | 2008-08-19 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2010020110A1 true WO2010020110A1 (zh) | 2010-02-25 |
Family
ID=41706831
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/CN2009/000925 WO2010020110A1 (zh) | 2008-08-19 | 2009-08-13 | 一种组合式房屋及其组装方法 |
Country Status (2)
Country | Link |
---|---|
CN (1) | CN101654929B (zh) |
WO (1) | WO2010020110A1 (zh) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106968351A (zh) * | 2017-06-02 | 2017-07-21 | 中国铁路设计集团有限公司 | 一种用于石材楼面平面型变形缝的构造及施工方法 |
CN108412047A (zh) * | 2017-07-06 | 2018-08-17 | 华北理工大学 | 一种装配式房屋的快速安装工艺与方法 |
CN109750830A (zh) * | 2017-11-08 | 2019-05-14 | 上海宝冶集团有限公司 | 高空大跨度梁板混凝土模板的承重支撑结构 |
CN112942898A (zh) * | 2021-04-06 | 2021-06-11 | 华城(天津)建筑科技有限公司 | 模块化整体装配式建筑体系及建筑模块单元和连接节点 |
CN113374087A (zh) * | 2021-06-08 | 2021-09-10 | 北京龙鼎源科技股份有限公司 | 橇装一体化阀室设备间的施工方法 |
CN114250992A (zh) * | 2021-11-25 | 2022-03-29 | 扬州大学 | 一种折叠式模块化房屋 |
CN115341660A (zh) * | 2022-08-24 | 2022-11-15 | 河南省第一建筑工程集团有限责任公司 | 一种装配式绿色建筑结构 |
CN117627376A (zh) * | 2024-01-25 | 2024-03-01 | 北京建工集团有限责任公司 | 一种模块化钢梁和檩条整体安装施工方法 |
Families Citing this family (22)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8595988B2 (en) * | 2010-03-25 | 2013-12-03 | Rodrigo GRAF FERNANDEZ | Construction method and system with containers |
CN102330479B (zh) * | 2010-07-14 | 2014-01-29 | 万成年 | 植物纤维复合屋面板装配方法 |
CN103835534B (zh) * | 2012-11-27 | 2016-06-15 | 中冶天工(天津)装备制造有限公司 | 一种箱房电路***及箱房 |
CN103628710B (zh) * | 2013-11-29 | 2015-12-09 | 北京金自能源科技发展有限公司 | 一种便携可卸式箱式中压变频室 |
CN104963538A (zh) * | 2015-05-13 | 2015-10-07 | 韩凯 | 一种模块化移动房屋生产方法 |
CN105178429A (zh) * | 2015-08-13 | 2015-12-23 | 郑州三迪建筑科技有限公司 | 一种冷弯薄壁钢做主体的低层房屋结构 |
NO341254B1 (en) * | 2015-11-02 | 2017-09-25 | Orient Holding As | Heating and cooling system of a modular residential building |
ITUB20169951A1 (it) * | 2016-01-13 | 2017-07-13 | Federico Lestini | Struttura di edificio modulare |
CN105888074A (zh) * | 2016-06-06 | 2016-08-24 | 惠州市普源宏业科技有限公司 | 一种扩展型集成房屋 |
CN106639175A (zh) * | 2016-11-18 | 2017-05-10 | 中冶建筑研究总院有限公司 | 非外露式钢结构屋面防水结构的施工工艺 |
FR3063133B1 (fr) * | 2017-02-23 | 2021-05-21 | Air Liquide | Procede de transportation de deux elements de construction d’au moins une enceinte et ensemble de transport |
CN106801472A (zh) * | 2017-03-24 | 2017-06-06 | 南京清骐筑宇建筑科技有限公司 | 一种新型全装配式钢结构房屋 |
CN107201781A (zh) * | 2017-03-30 | 2017-09-26 | 钱锟 | 单元房间盒子及其组装为房屋的方法 |
CN109750874A (zh) * | 2017-11-08 | 2019-05-14 | 日中东北物产有限会社 | 组装式仓库 |
CN107700651A (zh) * | 2017-11-10 | 2018-02-16 | 北京硕发科技有限公司 | 一种薄壁轻钢泡沫混凝土结构建筑的施工方法 |
CN108005233A (zh) * | 2017-12-12 | 2018-05-08 | 祥达建设有限公司 | 一种组合式建筑及施工方法 |
CN108729692A (zh) * | 2018-05-31 | 2018-11-02 | 山东津单幕墙有限公司 | 一种装配式低层轻钢结构住宅体系的建造方法 |
CN109440918A (zh) * | 2018-09-26 | 2019-03-08 | 河南鸿宇工业装备工程有限公司 | 一种整体浇筑房屋的安装工艺 |
CN109183995A (zh) * | 2018-09-26 | 2019-01-11 | 河南鸿宇工业装备工程有限公司 | 一种适用于整体浇筑的房屋结构 |
CN109440919A (zh) * | 2018-09-26 | 2019-03-08 | 河南鸿宇工业装备工程有限公司 | 一种简易装配式房屋的安装工艺 |
CN110397158B (zh) * | 2019-07-25 | 2021-03-30 | 中国建筑设计研究院有限公司 | 一种箱板钢结构装配式建筑*** |
CN112081246B (zh) * | 2020-09-22 | 2022-09-13 | 安徽广泱建设工程有限公司 | 一种基于建筑主体结构与临时地板的快速连接机构 |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5170901A (en) * | 1988-11-28 | 1992-12-15 | Parteurosa, Societe Anonyme | Transportable construction element in the form of a container |
CN2775213Y (zh) * | 2004-12-20 | 2006-04-26 | 厦门人和跨过进出口有限公司 | 运输方便的活动房 |
CN2878594Y (zh) * | 2006-03-14 | 2007-03-14 | 扬州通利冷藏集装箱有限公司 | 抽拉式集装箱 |
WO2007033498A1 (en) * | 2005-09-26 | 2007-03-29 | Weatherhaven Resources Ltd. | Collapsible modular shelter for containerized transportation |
CN200992747Y (zh) * | 2006-12-29 | 2007-12-19 | 扬州同利冷藏设备有限公司 | 抽拉式集装箱 |
CN201276757Y (zh) * | 2008-08-19 | 2009-07-22 | 茂地(上海)建筑工程咨询有限公司 | 一种组合式房屋 |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2561838Y (zh) * | 2002-06-28 | 2003-07-23 | 任东海 | 组合式房屋及房屋墙体的专用成型设备 |
CN1702243A (zh) * | 2005-05-31 | 2005-11-30 | 刘坚雄 | 无壁板框架结构装配组合式房屋建筑及其建造方法 |
CN2861330Y (zh) * | 2005-12-30 | 2007-01-24 | 北京森豪木房屋有限责任公司 | 构件组合式房屋 |
CN201065578Y (zh) * | 2007-06-01 | 2008-05-28 | 廖炎 | 一种组合式房屋 |
CN201071610Y (zh) * | 2007-06-28 | 2008-06-11 | 雅致集成房屋股份有限公司 | 可用集装箱运输的展开型箱式组合房 |
-
2008
- 2008-08-19 CN CN2008100418375A patent/CN101654929B/zh active Active
-
2009
- 2009-08-13 WO PCT/CN2009/000925 patent/WO2010020110A1/zh active Application Filing
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5170901A (en) * | 1988-11-28 | 1992-12-15 | Parteurosa, Societe Anonyme | Transportable construction element in the form of a container |
CN2775213Y (zh) * | 2004-12-20 | 2006-04-26 | 厦门人和跨过进出口有限公司 | 运输方便的活动房 |
WO2007033498A1 (en) * | 2005-09-26 | 2007-03-29 | Weatherhaven Resources Ltd. | Collapsible modular shelter for containerized transportation |
CN2878594Y (zh) * | 2006-03-14 | 2007-03-14 | 扬州通利冷藏集装箱有限公司 | 抽拉式集装箱 |
CN200992747Y (zh) * | 2006-12-29 | 2007-12-19 | 扬州同利冷藏设备有限公司 | 抽拉式集装箱 |
CN201276757Y (zh) * | 2008-08-19 | 2009-07-22 | 茂地(上海)建筑工程咨询有限公司 | 一种组合式房屋 |
Cited By (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106968351B (zh) * | 2017-06-02 | 2023-06-06 | 中国铁路设计集团有限公司 | 一种用于石材楼面平面型变形缝的构造及施工方法 |
CN106968351A (zh) * | 2017-06-02 | 2017-07-21 | 中国铁路设计集团有限公司 | 一种用于石材楼面平面型变形缝的构造及施工方法 |
CN108412047A (zh) * | 2017-07-06 | 2018-08-17 | 华北理工大学 | 一种装配式房屋的快速安装工艺与方法 |
CN108412047B (zh) * | 2017-07-06 | 2023-06-09 | 华北理工大学 | 一种装配式房屋的快速安装工艺与方法 |
CN109750830A (zh) * | 2017-11-08 | 2019-05-14 | 上海宝冶集团有限公司 | 高空大跨度梁板混凝土模板的承重支撑结构 |
CN112942898A (zh) * | 2021-04-06 | 2021-06-11 | 华城(天津)建筑科技有限公司 | 模块化整体装配式建筑体系及建筑模块单元和连接节点 |
CN112942898B (zh) * | 2021-04-06 | 2024-05-10 | 华城(天津)建筑科技有限公司 | 模块化整体装配式建筑体系及建筑模块单元和连接节点 |
CN113374087A (zh) * | 2021-06-08 | 2021-09-10 | 北京龙鼎源科技股份有限公司 | 橇装一体化阀室设备间的施工方法 |
CN114250992A (zh) * | 2021-11-25 | 2022-03-29 | 扬州大学 | 一种折叠式模块化房屋 |
CN115341660A (zh) * | 2022-08-24 | 2022-11-15 | 河南省第一建筑工程集团有限责任公司 | 一种装配式绿色建筑结构 |
CN115341660B (zh) * | 2022-08-24 | 2023-06-06 | 河南省第一建筑工程集团有限责任公司 | 一种装配式绿色建筑结构 |
CN117627376A (zh) * | 2024-01-25 | 2024-03-01 | 北京建工集团有限责任公司 | 一种模块化钢梁和檩条整体安装施工方法 |
CN117627376B (zh) * | 2024-01-25 | 2024-05-17 | 北京建工集团有限责任公司 | 一种模块化钢梁和檩条整体安装施工方法 |
Also Published As
Publication number | Publication date |
---|---|
CN101654929A (zh) | 2010-02-24 |
CN101654929B (zh) | 2011-06-08 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
WO2010020110A1 (zh) | 一种组合式房屋及其组装方法 | |
AU2021200954B2 (en) | Modular Building | |
RU2628352C2 (ru) | Сборный модуль для здания | |
WO2010020108A1 (zh) | 一种组合式房屋的主体结构及其组装方法 | |
RU2634132C2 (ru) | Способ и система для строительства здания | |
US20160040443A1 (en) | Modular Building System | |
US20130305629A1 (en) | Modular Building System | |
ES2333636B1 (es) | Modulo semirresistente prefabricado para construccion y procedimientode montaje en obra del mismo. | |
CN101654928B (zh) | 一种多层组合式房屋的结构及其组装方法 | |
CN103249898A (zh) | 由互补建筑物模块形成的建筑物及其建造方法 | |
CN201276757Y (zh) | 一种组合式房屋 | |
CN201276756Y (zh) | 一种多层组合式房屋 | |
RU2766076C1 (ru) | Сборный строительный модуль и способ его монтажа | |
CN201276755Y (zh) | 一种组合式房屋的主体结构 | |
RU2800657C2 (ru) | Модульное здание |
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: 09807809 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: 09807809 Country of ref document: EP Kind code of ref document: A1 |