CN101654928B - Structure of multi-layer combined type house and assembly method thereof - Google Patents
Structure of multi-layer combined type house and assembly method thereof Download PDFInfo
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- CN101654928B CN101654928B CN200810041836.0A CN200810041836A CN101654928B CN 101654928 B CN101654928 B CN 101654928B CN 200810041836 A CN200810041836 A CN 200810041836A CN 101654928 B CN101654928 B CN 101654928B
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- 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
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- 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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
- E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
- E04C2003/0417—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts demountable
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/046—L- or T-shaped
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0473—U- or C-shaped
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Residential Or Office Buildings (AREA)
Abstract
The invention relates to a structure of a multi-layer combined type house and an assembly method thereof. The core load-bearing part of the multi-layer combined type house consists of a plurality of rectangular cases which are longitudinally and vertically stacked. The core load-bearing part comprises a bottom layer main structure, more than one upper layer main structure, and a beam frame arranged between the two layers of the main structures, wherein the outer peripheries of the main structures are load-bearing walls, and the top of each main structure is open. The framework bottoms of the upper main structures are fixed with the beam frame which can finish the assembly together with the lower main structure; the beam frame structure is provided with floor slabs, and the beam frame is matched with the main structure below the beam frame, so the upper layer main structures can be integrally arranged and fixed on the bottom layer main structure. The multi-layer combined type house has a stable structure and convenient and fast assembly, and can well meet the requirements of building a semi-permanent multi-layer combined type house.
Description
Technical field
The present invention relates to a kind of modular house and assemble method thereof, relate in particular to a kind of agent structure characteristics and assemble method of multi-layer combined type house.
Background technology
Characteristics such as modular house is extensive use in a lot of fields now, because it is simple in structure, material is light, is easy to assembling, and is with low cost can solve the housing need of various interim or short-terms easily.
Prosperity along with global trade and shipping circulation, general purpose modular houses such as various suitable inhabitations, office arise at the historic moment, each building unit in this house is through whole supporting design, with each parts dismounting, be respectively charged in a plurality of casks, subsequently by the mode of international transport, be transported to the destination, take out the accessory of various piece then, re-assembly according to certain method and order, to realize building fast, easily the purpose in house.
The open text (CN1918346A) of Chinese patent discloses a kind of expandable container shape building structure of telescopic, comprise the main modular that door is installed, and expansion module, expansion module comprises some structural sections, have the ceiling portion that firmly is connected in first wall part, plate portion, and two folding second wall parts.In the transportation, expansion module shrinks in main modular; In expansion process, ground plate portion elder generation along continuous straight runs translation from main modular of the first wall part that firmly connects is come out, subsequently the ceiling portion of first wall part again from main modular level shift out, second wall part is swung out subsequently, has finished the overall structure in house.
The open text (CN101109192A) of Chinese patent discloses a kind of removable building that closes, and comprises the rectangular centre structure with a horizontal roof part and a ground plate portion; Two roof extensions, be attached in pivotally by the off normal hinge on the sidepiece of roof parts, roof and ground panel block can be pivoted to the expanded position of level from folding vertical position, then between two horizontal sheets that launch, fixed with supporting strut, inserted exterior panel subsequently and inside panel is finished modular house.
The open text (CN181183A) of Chinese patent discloses a kind of finished product building system and assembling and method for dismounting, comprises the main building framework structure that is divided into a plurality of unit, and affiliated main building framework structure is provided with corresponding finished building interface; Can be contained in the finished product building in the transport agent; When described transport agent was raised to corresponding unit, the finished product Building assembling in the transport agent was in each unit of main building framework structure, and described finished product building links to each other with the finished product building interface of main building framework structure.
Yet above-mentioned various modular houses all fail to provide a kind of can be after being transported to the infield, assemble the house that the back can be used at once fast, the pipeline of existing modular house is arranged, the installation of internal fixation parts, finishing etc. all need be carried out in follow-up engineering, makes the duration that is mounted to use become very long.And existing modular house generally can only reach 2 layers building floor height, is difficult to reach 3 layers or higher floor height.
Summary of the invention
It is more stable to the purpose of this invention is to provide a kind of structure, and multi-layer combined type house and assemble method more efficiently are installed.Simultaneously, by transporting to after the destination, each nucleus parts is successively stacked installation as the integral manufacturing and the transportation of the rectangular body structure in core load-bearing zone, realize the sandwich construction more than 3 layers, remedied the lower shortcoming of existing light steel house floor.
Technical scheme of the present invention is as follows: a kind of multi-layer combined type house of the present invention, its characteristics are: the core supporting part that the core supporting part of described modular house is made up of the vertical vertical pile of a plurality of rectangular box, described core supporting part comprises a bottom agent structure and more than one upper layer main body structure, and be arranged on roof beam structure between the two-layer agent structure, the neighboring of described agent structure is a load bearing wall, the structural top of each main body is all opened wide, and the base of frame of the agent structure of top is fixed with the roof beam structure that can finish installation with the below agent structure.
Above-mentioned multi-layer combined type house, wherein, described rectangular body structure comprises around the framed wall that plays the load-bearing effect of outer edge, not as the inside compartment wall of load-carrying members, base plate or the floor that inside is provided with pipeline structure.
Above-mentioned multi-layer combined type house, wherein, the described roof beam structure that is used to install the top agent structure is the hat beam, the floor of the agent structure on each upper strata all is erected on the edge of hat beam, and integrally is fastened on the body of wall of lower floor.
Above-mentioned multi-layer combined type house, wherein, described hat roof beam structure is located at the bottom of framed wall of the outer edge of upper strata rectangular body structure, and the one side of described hat roof beam structure in the outside, house not have the edge given prominence to.
Above-mentioned multi-layer combined type house, wherein, the upper layer main body structure in the described multi-layer combined type house
The framed wall lower end of outer edge is provided with roof beam structure, and described roof beam structure is made up of square steel and the angle steel that is fixed on the square steel dual-side, and the floor of upper layer main body structure is arranged on the outstanding edge of angle steel.
Above-mentioned multi-layer combined type house, wherein, described square steel is fixedlyed connected with the body of wall of bottom agent structure or another upper layer main body structure under it with the upper layer main body structure with bolt by screw; The angle steel of a side adjacent with the interior zone of upper layer main body structure is fixed into complete upper layer main body structure with floor; Corresponding to the angle steel of the side in upper layer main body structural outer zone,, be connected and fixed with floor outside the agent structure by screw and screw.
Above-mentioned multi-layer combined type house, wherein, the top of the lateral surface of the framed wall of described bottom agent structure or upper layer main body structure or bottom are reserved with screw, screw and the bolt that is connected with the body of wall or the floor of other upper layer main body structure, and the wallboard that is reserved with certain width in the top or the bottom of exterior wall is a detachable.
Above-mentioned multi-layer combined type house, wherein, the width of the detachable wallboard of described reservation is 30cm.
Above-mentioned multi-layer combined type house, wherein, in each compartment in described agent structure a part of mounting article and pipeline structure are installed in advance, described pipeline structure comprises main plumbing, heating and the electrified pipeline that matches with described mounting article.
Above-mentioned multi-layer combined type house, wherein, the appearance and size after described single agent structure assembling is finished and one are long 12 meters, high 3 meters, and the internal capacity of wide 2.5 meters international standard counter is suitable.
The present invention also provides a kind of assemble method of multi-layer combined type house, by with a plurality of rectangular body structures, piles up mutually, forms the core supporting part of whole modular house, specifically comprise the steps,
Step 4, in the installation site fixing bottom agent structure as first floor;
The assemble method of above-mentioned multi-layer combined type house wherein, in the described step 1, further comprises the steps,
Step 1.1, pipeline structures such as water-feeding ﹠ drainaging pipeline and electrified pipeline are passed the hole of reserving in the base plate, be embedded among the base plate of agent structure, and fixed;
Step 1.2, on the base plate or floor of described agent structure, fixing prefabricated inside compartment wall is separated out independently usage space;
Step 1.3, fixing framed wall around the outer edge of rectangular body structure successively constitute the whole border of each usage space in the agent structure;
Step 1.4, in corresponding usage space scope, installing and fixing object, and with base plate in supporting connection of pipeline structure;
Step 1.5, lay wall covering, and be reserved with the wallboard of the detachable of certain width, and seal on metope top, the outside of bottom agent structure on the framed wall of described each inner compartment wall, outer edge surface;
Step 1.6, the fixedly roof beam structure that will be used to connect the upper layer main body structure are placed on framed wall.
The assemble method of above-mentioned multi-layer combined type house, wherein, described fixedly roof beam structure is the hat beam, described step 2 further comprises the steps,
Step 2.1, pipeline structures such as water-feeding ﹠ drainaging pipeline and electrified pipeline are passed the hole of reserving in the floor, be embedded among the floor, and fixed;
Step 2.2, on the floor of described upper layer main body structure, fixing prefabricated inside compartment wall is separated out independently usage space;
Step 2.3, fixing framed wall with around the outer edge of rectangular body structure successively constitute the whole border of each usage space in the agent structure;
Step 2.4, the installation site of in corresponding usage space scope, having calculated mounting article, and with base plate or floor in supporting annexation of pipeline structure and position;
Syndeton and framed wall on step 2.5, described floor and the floor wouldn't be connected and fixed;
Step 2.6, lay wall covering, and all be reserved with the wallboard of the detachable of certain width, and seal in the top and the bottom of the wall face of upper layer main body structure on described each inner compartment wall, framed wall surface;
Step 2.7, the fixedly roof beam structure that will be used to connect the upper layer main body structure of last layer are placed on framed wall.
The assemble method of above-mentioned multi-layer combined type house, wherein, described hat roof beam structure is erected at the top of rectangular body structure, above the edge of described hat beam, installs and fixes floor and other supporting fixed structures.
The another kind of embodiment of above-mentioned multi-layer combined type house, wherein, described fixedly roof beam structure is square steel and angle steel, described step 2 further comprises the steps,
Step 2.1a, pipeline structures such as water-feeding ﹠ drainaging pipeline and electrified pipeline are passed the hole of reserving in the floor, be embedded among the floor, and fixed;
Step 2.2a, on the floor of described agent structure, fixing prefabricated inside compartment wall framework is separated out independently usage space;
Step 2.3a, fixing exterior wall framework with around rectangular body structure outside successively, constitute the whole border of each usage space in the agent structure, at the bottom of described exterior wall framework, fixedly square steel, and the fixing angle steel in the square steel both sides, as with the bonding surface of lower floor's body of wall;
Step 2.4a, in corresponding usage space scope, installing and fixing object, and with base plate or floor in supporting connection of pipeline structure;
Step 2.5a, described floor are erected on the outstanding edge of the angle steel that is fixed in the framed wall bottom;
Step 2.6a, lay wall covering, and seal on described each inner compartment wall, exterior wall framework surface.
The assemble method of above-mentioned multi-layer combined type house wherein, in installation steps 4, comprises at least 4 holes for hoist that 4 drift angles are reserved with by the top, and bottom agent structure lifting to the concrete pedestal of installation site, is fixed with built-in fitting on the pedestal.
The assemble method of above-mentioned multi-layer combined type house, wherein, by described hole for hoist, with the upper layer main body structure hoisting to the bottom agent structure or another upper layer main body structure of below, utilize the space of detachable wallboard, with bolt bilevel agent structure is fixedlyed connected by screw.
The assemble method of above-mentioned multi-layer combined type house, wherein, on described concrete pedestal, the supporting frame corresponding shape of described agent structure below is provided with the reinforcing bar of reinforcing.
The assemble method of above-mentioned multi-layer combined type house, wherein, in the actual installation process, the link by reserving on the described agent structure is connected with outside expansion structure.
The assemble method of above-mentioned multi-layer combined type house wherein, also is reserved with doorframe, window frame structure on described inner compartment wall and the exterior wall framework, and encrypts and reinforcing design for lightweight steel construction respectively at described doorframe and window frame structure position.
The assemble method of above-mentioned multi-layer combined type house, wherein, the connection of the connection between floor and the polycrystalline substance, metope framework and bottom surface and the connected mode between the framework are for to connect with bolt by the screw of reserving on the framework.
The assemble method of above-mentioned multi-layer combined type house, wherein, described framework is a lightgage steel joist, comprises that C shape steel, U-shaped steel, hat steel, square bar constitute, inside is filled with mineral wool.
Specifically, the invention provides a kind of nucleus part of the clod wash type thin-walled light steel wall system assembled house that can finish in factory, it is agent structure, by the factory industry manufacturing, body of wall, base plate, floor, the roof panel finished by bolt combination by light steel, structural slab (OSB plate, CCA plate), gypsum plank, thermal-insulating waterproof material and outer wall material.Finish the overall structure of assembling main part again by factory, comprise wherein finishing and mounting article, all heating, power supply, supply and drain water system all are integrated in this agent structure, only need make cabling pipeline, socket and electric wire connector in advance in other bodies of wall.Each parts of this assembled house comprise that agent structure and other expansion structure can directly be positioned in the counter, are transported to the destination assembling combination after finishing.House after finishing can reach the semipermanent service life more than 50 years.
Multi-layer combined type house provided by the invention, mainly form the core supporting part by the vertical vertical pile of the agent structure of a plurality of rectangular box, comprise a bottom agent structure and more than one upper layer main body structure, the neighboring of described agent structure is a load bearing wall, the structural top of each main body is all opened wide, and the base of frame of the agent structure of top is fixed with the roof beam structure that can finish installation with the below agent structure.
Because the structural top of each main body of the present invention is all opened wide, thereby can place the fixedly roof beam structure that is complementary with framework thereon, these roof beams structure and lower frame are not fixed earlier, after as ready is passed to the destination, the bottom of the frame construction on roof beam structure and upper strata is fixed, after installing floor, integral hoisting is to the framework of lower floor again.
In preferred one embodiment of the present invention, the roof beam structure that is used to install the top agent structure is the hat beam, and the floor of the agent structure on each upper strata all is erected on the edge of hat beam, and integrally is fastened on the body of wall of lower floor.And this hat roof beam structure, be placed on the top of the outer edge of rectangular sub-body structure when transporting, and described hat roof beam structure does not have outstanding edge in the one side in the outside, house, in installation process, be fixed on the bottom of the outer edge of corresponding upper body structure, subsequently at the floor of hat edge upper support last layer.
Multi-layer combined type house of the present invention comprises a bottom agent structure and more than one upper layer main body structure, agent structure as bottom in the modular house has fixing complete base plate, the floor of described upper layer main body structure with the separable setting of one deck rectangular frame.
This agent structure provided by the invention is the rectangular box formula, whole main supporting part as modular house; Agent structure of the present invention includes the exterior wall and the compartment wall that is arranged at box house around the rectangle outside, wherein, exterior wall is as load bearing wall, inner compartment wall is only used as each zone of separating in the agent structure, not as supporting part, therefore inner compartment wall also can have multiple separation mode, to satisfy the needs of different house designs.Yet no matter be provided with in which way, this main part generally all is the main region as water, electricity consumption, therefore can finish the fixing of inner pipe laying, configuration and corresponding internal firmware before transportation.
Agent structure of the present invention also comprises the mounting article that inside is pre-assembled, and after manufacturing was finished, the container transport of can integral body packing in the assembled house process after transporting to the destination, did not need independent in addition these fixing inner facilities of installing again.
The size dimension of this agent structure of finishing through assembling is set at, and can be placed on a length be 12 meters, highly is 3 meters, and width is in 2.4 meters the international standard counter, integrally to transport.
Simultaneously, for the wall face that prevents agent structure is worn in transportation, can also be to the outer body of wall of outer layer protection of this agent structure parcel, the protection casing can adopt hollow out liner, sponge, corrugated sheet, waterproof plastic mould, OSB external packing plate etc.This protection casing can be overlying on outside the agent structure with regard to fixed packet before the hoisting process, perhaps when adopting flexible materials such as sponge, hollow out liner as packing, also this protection casing directly can be arranged in the counter.This agent structure by himself size be wrapped in outer field protection casing, is fixed in the counter in the process of the counter of packing into fully, so that it in counter inside bigger relative displacement does not take place, can protect outer body of wall not to be damaged effectively simultaneously.Further, the outstanding beam frame structure on this agent structure etc. also can be used as the fixture of static housing position.
Further, the present invention has also comprised a pipeline structure that is arranged on base plate interior, in the base plate of agent structure, be reserved with and be fit to the hole that pipeline connects, and in described hole, lay and fixing corresponding pipeline structure, in pipeline structure, lay with mounting article supporting give, discharge pipe line, electrified pipeline, fuel gas pipeline and heating pipeline etc.
As an embodiment preferred of the present invention, agent structure provided by the invention mainly comprises the washroom and the kitchen in house, and the mounting article of inside, washroom mainly is sanitaryware, as accessories such as shower house, lavatory basin, toilet and kitchen fitments; The mounting article of inside, kitchen is mainly switchbox, washbasin, gas-fired equipment and fixing cabinet.Pipeline structure in its lower shoe comprise supply line, laid inside electric wire metal tubes, be used for first discharge pipe line of shower house and wash basin, be used for second discharge pipe line, fuel gas pipeline and the heating pipeline etc. of toilet.
As another embodiment of the invention, described agent structure comprises between the boiled water room and electric fixtures in house that inner mounting article mainly is the facility of the water inlet of boiled water room, drainage plant and interim water storage, and electric fixtures is mainly electrified office equipment etc.Its subterranean pipe line structure comprises to, discharge pipe line, electrified pipeline and communication cable etc.
Agent structure of the present invention is after factory process is finished, transport by the international standard counter, after arriving the destination, only need carry out final step assembled on site step, and inner pipeline is arranged, mounting article is installed and decorations are all finished substantially, by directly being connected electric system, supply and drain water system, communication system, air supply system, heating system etc. are enabled immediately, can be shortened the duration of construction significantly with the installation ground interface that reservation is good in advance.
Description of drawings
Fig. 1 is a multi-layer combined type house agent structure assembly unit schematic diagram of the present invention;
Fig. 2 is the multi-layer combined type house agent structure of the present invention assembly unit schematic diagram of first kind of embodiment of agent structure up and down;
Fig. 3 is the multi-layer combined type house agent structure of the present invention assembly unit schematic diagram of second kind of embodiment of agent structure up and down;
Fig. 4 is the assembly unit schematic diagram that all there is the hat roof beam structure at edge both sides of the present invention;
Fig. 5 is the assembly unit schematic diagram that a side of the present invention has the hat roof beam structure at edge;
Fig. 6 is the structure assembly unit schematic diagram of square steel of the present invention and angle steel;
Fig. 7 is the schematic diagram of the square steel connected mode among Fig. 6 of the present invention.
The specific embodiment
Fig. 1 is the multi-layer combined type house agent structure assembly unit schematic diagram of the preferred embodiment of the present invention, comprising bottom agent structure 10, and upper layer main body structure 20, the expansion 30 of both sides.As shown be the structural representation of assembly unit process, with the bottom agent structure 10 that is installed on the bottom base is core, install the expansion structure 30 of bottom in both sides additional, especially a upper layer main body structure is fixed on this bottom agent structure, finish to illustrated state.Further, upper layer main body structure both sides at the second layer, mode according to bottom installs expansion structure additional, subsequently the 3rd layer or higher agent structure and expansion structure can be installed like this again, perhaps directly install the roof additional, to finish the structure of multi-layer combined type house, agent structure of the present invention comprises two-layer at least, generally reach 3 layers or more than.Therefore, multi-layer combined type house of the present invention comprises a bottom agent structure and more than one upper layer main body structure.Agent structure as bottom in modular house has fixing complete base plate, the separable setting of the floor of described upper layer main body structure and rectangular frame.
The agent structure 10,20 of multi-layer combined type house of the present invention is the identical rectangular box of geomery, and its outer edge is as main load bearing wall part, and described floor is erected on each agent structure by the fixedly roof beam structure on the outer edge.In transportation, described fixedly roof beam structure is fixed on lower floor's body of wall, yet in concrete installation process, will described fixedly roof beam structure be fixed in the bottom of upper layer main body structure, sets up floor thereon, and integral body lifts to lower floor's agent structure subsequently.
The body of wall of agent structure, floor and base plate member employing lightgage steel joist structure are support frame among the present invention, and inside has been filled with the effect mineral wool of heat insulating and sound insulating, and these members are connected and fixed by screw or bolt, and assembling amalgamation process is directly finished in factory.
In base plate or floor, leave corresponding hole in advance, so that lay plumbing, heating and electrified pipeline therein.The base plate keel structure disposes accordingly according to the concrete separation situation in this agent structure.Except the lightgage steel joist structure that base plate itself is possessed, in the corresponding position that inner compartment wall is set, the encryption lightgage steel joist structure of setting up is arranged in addition, and for the lightgage steel joist of wall periphery frame, because this frame is main weight bearing area, therefore adopt the design of reinforcing.Lay thick OSB plate of 15mm and the thick composite floor board of 10mm from the bottom to top successively at described plate upper surface, lay the thick OSB plate of 15mm at the soffit of base plate.
All as the load bearing wall design, its inside is the lightgage steel joist structure to the body of wall of the outer edge of agent structure.And, all offering doorframe or window frame structure outside on the wall member, the lightgage steel joist at corresponding doorframe and window frame place has carried out encrypting design, and being equipped with in described sash structure can be around the door of one-sided loose-leaf rotation; Window is installed in window frame structure; Wall member can also be opened a sash structure outside, and more general sash structure is wide, goes for open space structures such as kitchen, bar desk.
In the preferred embodiment of the invention, the size dimension of bottom agent structure and upper layer main body structure is set at, and can be placed on a length be 12 meters, highly is 3 meters, and width is in 2.4 meters the international standard counter, integrally to transport.In preferred embodiment, its length is chosen to be 11.615 meters, and 2.318 meters of width highly are 3 meters, and its length and width all are slightly less than Container Dimensions, is convenient to be provided with in corresponding position top or bottom roof beam structure or other outstanding structures.General, the size of agent structure can be slightly less than the counter inside dimension, so that agent structure is put into counter and the agent structure surface of can not wearing and tearing easily.Simultaneously, for the wall face that prevents agent structure is worn, can also for example adopt hollow out liner, sponge, corrugated sheet, waterproof plastic film, OSB external packing plate etc. to the outer body of wall of outer layer protection of this agent structure parcel.In the time of in this agent structure is packed cabinet case fully into, can and be wrapped in outer field protection casing, be fixed in the counter, so that it in counter inside relative displacement does not take place by himself size.Further, the outstanding beam frame structure on this agent structure etc. also can be used as the fixture of static housing position.For the counter of the floor that transports the upper layer main body structure, its inside also is provided with various devices in company with other facilities that transport in the independent temporary fixed and protection agent structure, as static line, band and fixed frame etc.
The outer wall member of bottom and inner compartment wall all are directly fixed on the base plate, fixedly connected with corresponding screw by bolt each other, and carry out encapsulation process.The outer wall member on upper strata is fixing each other, forms the exterior wall framework, and its floor is nested in the framework, reaches the purpose of whole Transporting.
Laying structure panel successively from the inside to the outside on the wall face of outer wall member, waterproofing course and exterior wall finish; On the interior metope of outer wall member from lightgage steel joist layer laying structure panel and Thistle board successively; The interior metope of washroom, laying structure panel, waterproofing course, cement sawdust plate and ceramic tile.
Fig. 2 is the assembly unit schematic diagram of first kind of embodiment of multi-layer combined type house upper layer main body structure of the present invention, as shown in the figure, the body of wall 1 of lower floor's agent structure and the body of wall 2 of upper layer main body structure, by fixing roof beam structure, especially a kind of hat roof beam structure interconnects, floor 3 between two-layer then by the edge of this hat roof beam structure, is erected between the two-layer agent structure.Specifically, the body of wall 1 of lower floor's agent structure can mate with the recess of hat roof beam structure 4, transports in the process, also hat roof beam structure 4 is placed on body of wall 1 top of lower floor; Erection stage after being transported to the destination then takes off hat roof beam structure 4, is fixed in the bottom of the body of wall 2 of upper layer main body structure.After the two sides body of wall 2 that is parallel to each other of upper layer main body structure has all been finished fixed relationship with lower cap ellbeam frame 4, floor 3 is laid between the hat roof beam structure 4, wherein, the shape of described floor 3 should just in time be matched with the size of main structural frame inside.Subsequently, as shown in Figure 2, the upper layer main body structure of the integral body hat roof beam structure 4 by the bottom is erected on the body of wall 1 of outer edge of lower floor's agent structure, and, finishes fixing by the concave and the body of wall coupling of hat roof beam structure 4.Can also between the hat roof beam structure after the engaging and lower floor's body of wall, further fix in modes such as screw and bolts.
Fig. 3 is for being the assembly unit schematic diagram of second kind of embodiment of multi-layer combined type house upper layer main body structure of the present invention, as shown in the figure, the both sides framed wall 2 of upper layer main body structure and floor 13, and square steel 5, angle steel 16, connect into as a wholely jointly, connect, the agent structure fixed installation of whole then and lower floor by screw or bolt mode.
Fig. 4 is the splicing structure that is arranged at the hat roof beam structure on the body of wall within doors among the present invention, body of wall 1 comprising lower floor's agent structure, the body of wall 2 of upper layer main body structure, floor 3 and hat roof beam structure 4, because the both sides of inner body of wall all need to install floor 3, therefore all there is the edge of protrusion the both sides of this hat roof beam structure 4, are used to bear the weight of the floor and the related facility on its top.
Fig. 5 is the splicing structure of the hat roof beam structure on the body of wall that is arranged on the exterior wall part among the present invention, comprise bottom body of wall 1, top body of wall 2, floor 3 and hat roof beam structure 14, because exterior wall partly has a side to belong to outdoor, do not need to install floor, therefore corresponding to that outdoor side, the edge of protrusion is not set, and only has the edge corresponding to an indoor side to support floor.
Fig. 6 is the structure assembly unit schematic diagram of square steel of the present invention and angle steel.As shown in the figure, the left side is the zone of expansion structure 30, the upper right side is the zone of upper layer main body structure 20, the lower right is the zone of bottom agent structure 10, below the body of wall 2 of the framed wall of the outer edge that is on the upper layer main body structure, is fixed with a square steel 5, be used to strengthen the support force of upper layer main body structure 20, simultaneously, in the both sides of described square steel 5, add two angle steel 6 and 16.Square steel is connected by tapping screw with the both sides angle steel, and square steel is connected by screw with the lower floor agent structure.The orthogonal thereto distribution in the two sides of angle steel, the one side of angle steel is fixedlyed connected with square steel 5, and another side is horizontal to be used to support floor 3, and a side angle steel 16 that is positioned at upper layer main body structure 20 inside and floor 13 directly fixed installation finish; The angle steel 6 that is positioned at expansion structure 30 1 sides leaves screw, and the floor 3 that is used for expansion structure is attached thereto fixing.In the actual installation process, the framed wall 2 of upper layer main body structure, right side floor 13, square steel 5, angle steel 6,16, directly transportation as a whole, and be installed on lower floor's agent structure 10.The light steel building material that the present invention selects for use is mainly C shape steel, and portion is filled with mineral wool within it, lays wall covering, forms whole shingle nail or floor.
Fig. 7 is the schematic diagram of the connected mode of the square steel among Fig. 6.As shown in the figure, square steel 5 with about the position of floor 3,13 channel-section steel 52 in floor on fixedly connected by screw 51 respectively, square steel 5 and up and down body of wall 1,2, fixedly connected by bolt 53, and two adjacent bolt center distance are 500～600 millimeters.Simultaneously,, be made as detachable, promptly in the process of erection bolt, can pull down one section wallboard and carry out the installation of bolt, subsequently again with its sealing at the wallboard of the certain width of the lateral surface of the body of wall 1 of lower floor's agent structure for the ease of erection bolt.In the preferred embodiment of the present invention, the width of this section wallboard is 300 millimeters, simultaneously, also is reserved with the floor of identical detachable in the floor 3 in the outside, is convenient to the fastening screw that is connected with square steel 51 in the actual installation step.
In the production phase in advance of factory, square steel 5 (is crisscross arranged with the bolt among the figure by screw, so not shown in the drawings) be fixed in the bottom of body of wall 2 of framed wall of the outer edge of upper layer main body structure, with the angle steel 6,16 of both sides by screw (not shown in the way) or weld and interfix.In installation process again with their integral erections on the body of wall 1 of the framed wall of the outer edge of lower floor's agent structure, and lay outside floor.
The present invention also provides a kind of this multi-layer combined type house assemble method that is used for, and by with a plurality of rectangular body structures, piles up mutually, and the main supporting part as whole modular house comprises a plurality of steps:
At first finish bottom agent structure and upper layer main body structure in factory, the bottom surface of bottom agent structure comprises complete base plate, outside framework body of wall, inner body of wall and the mounting article separated, and wherein all bodies of wall and mounting article all are fixed on the described base plate; And the upper layer main body structure comprises floor, outside framework body of wall, inner body of wall and the mounting article separated, wherein body of wall and mounting article are not fixed with floor, but floor is embedded within the framework that the outside framework body of wall surrounds, the outside shape of floor and the inner edge shape of outside framework body of wall are complementary, and other mounting articles and partition wall all are not fixed on the floor yet.
Wherein the installation steps of bottom agent structure are: pipeline structures such as water-feeding ﹠ drainaging pipeline and electrified pipeline are passed the hole of reserving in the base plate, be embedded among the base plate of agent structure, and fixed; On the base plate or floor of described agent structure, fixing prefabricated inside compartment wall is separated out independently usage space; Fixing successively framed wall around the outer edge of rectangular body structure, the whole border of each usage space in the formation agent structure; In corresponding usage space scope, installing and fixing object, and with base plate in supporting connection of pipeline structure; Wall covering is laid on framed wall surface at described each inner compartment wall, outer edge, and is reserved with the wallboard of the detachable of certain width on metope top, the outside of bottom agent structure, and seals; The fixedly roof beam structure that will be used to connect the upper layer main body structure is placed on framed wall.
Wherein the mounting method of upper layer main body structure is: the fixedly roof beam structure that is adopted is the hat beam.Pipeline structures such as water-feeding ﹠ drainaging pipeline and electrified pipeline are passed the hole of reserving in the floor, be embedded among the floor, and fixed; On the floor of described upper layer main body structure, fixing prefabricated inside compartment wall is separated out independently usage space; Fix successively and the framed wall that centers on the outer edge of rectangular body structure, constitute the whole border of each usage space in the agent structure; The installation site of in corresponding usage space scope, having calculated mounting article, and with base plate or floor in supporting annexation of pipeline structure and position; Syndeton on described floor and the floor and framed wall wouldn't be connected and fixed; Lay wall covering on described each inner compartment wall, framed wall surface, and all be reserved with the wallboard of the detachable of certain width, and seal in the top and the bottom of the wall face of upper layer main body structure; The fixedly roof beam structure that will be used to connect the upper layer main body structure of last layer is placed on framed wall.
In addition, the upper layer main body structure can also adopt another kind of mode to install: described fixedly roof beam structure is square steel and angle steel.Pipeline structures such as water-feeding ﹠ drainaging pipeline and electrified pipeline are passed the hole of reserving in the floor, be embedded among the floor, and fixed; On the floor of described agent structure, fixing prefabricated inside compartment wall framework is separated out independently usage space; The fixing successively exterior wall framework with around rectangular body structure outside constitutes the whole border of each usage space in the agent structure, in the bottom of described exterior wall framework, fixing square steel, and in the square steel both sides fixing angle steel, as with the bonding surface of lower floor's body of wall; In corresponding usage space scope, installing and fixing object, and with base plate or floor in supporting connection of pipeline structure; Described floor is erected on the outstanding edge of the angle steel that is fixed in the framed wall bottom; Lay wall covering, and seal on described each inner compartment wall, exterior wall framework surface.
Wherein, be reserved with hole in described floor and the base plate, lay plumbing, heating and electrified pipeline therein, and the corresponding interface and described mounting article correspondence position are all designed in advance.
Then; described bottom agent structure and upper layer main body structure be respectively charged in one the 12 meters long international standard counter and transport; and need to make the corresponding protection measure; for example; it is outer that protection can be set outside casing; and box house is provided with fixing and the buffering parts, to prevent its damage in transportation.
Described structure is transported in the erection stage behind the destination, ground casting complete concrete pedestal in advance is being installed, and, on described pedestal, in the concrete structure under the position of described agent structure bearing wall frame, be provided with the built-in fitting that is used for fixing described agent structure and corresponding to the reinforcing design of main structural frame shape.Specifically, according to this load bearing wall distribution shape, the angle steel edge of prefabricated correspondence is set, fix by bolt or screw and agent structure, and under corresponding to this rectangular body structure, encrypt the bar construction of a rectangular region, so that modular house can fix, and the whole load-bearing stability in concrete use increases.Simultaneously, the pipeline structure of agent structure bottom and the pipeline on the described pedestal are interconnected, comprise circuit pipeline, water-feeding ﹠ drainaging pipeline, heating pipeline, supply air line etc.
In concrete installation process, by being arranged at least 4 holes for hoist that comprise 4 corner positions or the hoisting structure of bottom agent structure and upper layer main body structural top, with the upper layer main body structure hoisting to the bottom agent structure or another upper layer main body structure of below, utilize the space of detachable wallboard, with bolt bilevel agent structure is fixedlyed connected by screw.Concrete, the width of described detachable wallboard is 300 millimeters.
After installing the bottom agent structure, the both sides expansion structure can be installed earlier, perhaps, directly install the upper layer main body structure additional, the fixedly roof beam structure that at first needs to be positioned over bottom agent structure top takes off, be fixed in the bottom of the body of wall of upper layer main body structure correspondence, subsequently floor be fixed among the upper layer main body structure, more complete upper layer main body structure is mounted on the bottom agent structure by the fixing buckle of roof beam structure.Afterwards, can be according to determining that in advance good installation matched position installs and fixes object in the upper layer main body structure, unified again installation the after also can finishing in all main house body structure assemblings only includes mounted in advance all mounting articles in the agent structure of housing bottom.As an embodiment preferred of the present invention, agent structure provided by the invention mainly comprises washroom and the kitchen of house with one deck, the mounting article of inside, washroom mainly is sanitaryware, as accessories such as shower house, lavatory basin, toilet and kitchen fitments; The mounting article of inside, kitchen is mainly switchbox, washbasin, gas-fired equipment and fixing cabinet.Pipeline structure in its lower shoe or the floor comprise supply line, laid inside electric wire metal tubes, be used for first discharge pipe line of shower house and wash basin, be used for second discharge pipe line, fuel gas pipeline and the heating pipeline etc. of toilet.
As another embodiment of the invention, described agent structure comprises between the boiled water room and electric fixtures in house, inner mounting article mainly is the facility of water inlet, drainage plant and the interim water storage of boiled water room, and electric fixtures is mainly electrified office equipment etc.Pipeline structure in its base plate or the floor comprises to, discharge pipe line, electrified pipeline and communication cable etc.
The fixedly roof beam structure that repeats to be positioned over lower floor agent structure top is installed in the bottom, upper strata, installs floor additional again, the process of whole engaging, and agent structure stacked of realizing the multi-layer combined type house more than 3 layers forms the core load-bearing zone in whole house.On this basis, can install various expansion structures around this nucleus additional, with the demand of the various application function that satisfies the house.
At last, can add a cover the roof at the top, house or directly adopt floor, can finish the overall structure in house as flat-top.
In the multi-layer combined type house of the present invention, also be reserved with doorframe, window frame structure on described inner compartment wall and the exterior wall framework, and encrypt and reinforcing design for lightweight steel construction respectively at described doorframe and window frame structure position.In the multi-layer combined type house of the present invention, the connection of the connection between floor and the polycrystalline substance, metope framework and bottom surface and the connected mode between the framework are for to connect with bolt by the screw of reserving on the framework.Multi-layer combined type house of the present invention, wherein, described framework is a lightgage steel joist, comprises that C shape steel, U-shaped steel, hat steel, square bar constitute, inside is filled with mineral wool.
The assemble method of multi-layer combined type house of the present invention by with a plurality of rectangular body structures, piles up mutually, forms the core supporting part of whole modular house, specifically comprise the steps,
Step 4, in the installation site fixing bottom agent structure as first floor;
The assemble method of above-mentioned multi-layer combined type house wherein, in the described step 1, further comprises the steps,
Step 1.1, pipeline structures such as water-feeding ﹠ drainaging pipeline and electrified pipeline are passed the hole of reserving in the base plate, be embedded among the base plate of agent structure, and fixed;
Step 1.2, on the base plate or floor of described agent structure, fixing prefabricated inside compartment wall is separated out independently usage space;
Step 1.3, fixing framed wall around the outer edge of rectangular body structure successively constitute the whole border of each usage space in the agent structure;
Step 1.4, in corresponding usage space scope, installing and fixing object, and with base plate in supporting connection of pipeline structure;
Step 1.5, lay wall covering, and be reserved with the wallboard of the detachable of certain width, and seal on metope top, the outside of bottom agent structure on the framed wall of described each inner compartment wall, outer edge surface;
Step 1.6, the fixedly roof beam structure that will be used to connect the upper layer main body structure are placed on framed wall.
The assemble method of above-mentioned multi-layer combined type house, wherein, described fixedly roof beam structure is the hat beam, described step 2 further comprises the steps,
Step 2.1, pipeline structures such as water-feeding ﹠ drainaging pipeline and electrified pipeline are passed the hole of reserving in the floor, be embedded among the floor, and fixed;
Step 2.2, on the floor of described upper layer main body structure, fixing prefabricated inside compartment wall is separated out independently usage space;
Step 2.3, fixing framed wall with around the outer edge of rectangular body structure successively constitute the whole border of each usage space in the agent structure;
Step 2.4, the installation site of in corresponding usage space scope, having calculated mounting article, and with base plate or floor in supporting annexation of pipeline structure and position;
Syndeton and framed wall on step 2.5, described floor and the floor wouldn't be connected and fixed;
Step 2.6, lay wall covering, and all be reserved with the wallboard of the detachable of certain width, and seal in the top and the bottom of the wall face of upper layer main body structure on described each inner compartment wall, framed wall surface;
Step 2.7, the fixedly roof beam structure that will be used to connect the upper layer main body structure of last layer are placed on framed wall.
The assemble method of above-mentioned multi-layer combined type house, wherein, described hat roof beam structure is erected at the top of rectangular body structure, above the edge of described hat beam, installs and fixes floor and other supporting fixed structures.
The assemble method of above-mentioned multi-layer combined type house, wherein, described fixedly roof beam structure is square steel and angle steel, described step 2 can adopt another kind of step,
Step 2.1a, pipeline structures such as water-feeding ﹠ drainaging pipeline and electrified pipeline are passed the hole of reserving in the floor, be embedded among the floor, and fixed;
Step 2.2a, on the floor of described agent structure, fixing prefabricated inside compartment wall framework is separated out independently usage space;
Step 2.3a, fixing exterior wall framework with around rectangular body structure outside successively, constitute the whole border of each usage space in the agent structure, at the bottom of described exterior wall framework, fixedly square steel, and the fixing angle steel in the square steel both sides, as with the bonding surface of lower floor's body of wall;
Step 2.4a, in corresponding usage space scope, installing and fixing object, and with base plate or floor in supporting connection of pipeline structure;
Step 2.5a, described floor are erected on the outstanding edge of the angle steel that is fixed in the framed wall bottom;
Step 2.6a, lay wall covering, and seal on described each inner compartment wall, exterior wall framework surface.
The assemble method of above-mentioned multi-layer combined type house, wherein, in installation steps 4, comprise at least 4 holes for hoist that 4 drift angle places are reserved with by the top, bottom agent structure lifting to the concrete pedestal of installation site, is fixed with built-in fitting on the pedestal.
The assemble method of above-mentioned multi-layer combined type house, wherein, by described hole for hoist, with the upper layer main body structure hoisting to the bottom agent structure or another upper layer main body structure of below, utilize the space of detachable wallboard, with bolt bilevel agent structure is fixedlyed connected by screw.
The assemble method of above-mentioned multi-layer combined type house, wherein, on described concrete pedestal, the supporting frame corresponding shape of described agent structure below is provided with the reinforcing bar of reinforcing.
The assemble method of above-mentioned multi-layer combined type house, wherein, in the actual installation process, the link by reserving on the described agent structure is connected with outside expansion structure.
The assemble method of above-mentioned multi-layer combined type house wherein, also is reserved with doorframe, window frame structure on described inner compartment wall and the exterior wall framework, and encrypts and reinforcing design for lightweight steel construction respectively at described doorframe and window frame structure position.
The assemble method of above-mentioned multi-layer combined type house, wherein, the connection of the connection between floor and the polycrystalline substance, metope framework and bottom surface and the connected mode between the framework are for to connect with bolt by the screw of reserving on the framework.
The assemble method of above-mentioned multi-layer combined type house, wherein, described framework is a lightgage steel joist, comprises that C shape steel, U-shaped steel, hat steel, square bar constitute, inside is filled with mineral wool.
More than be main embodiment of the present invention, the present invention is not limited in these embodiments then, and is any to its replacement carried out and conspicuous change, all should be as a part of the present invention.
Claims (22)
1. multi-layer combined type house, it is characterized in that: the core supporting part that the core supporting part of described modular house is made up of the vertical vertical pile of a plurality of rectangular box, described core supporting part comprises a bottom agent structure and more than one upper layer main body structure, and be arranged on roof beam structure between the two-layer agent structure, the neighboring of described agent structure is a load bearing wall, the structural top of each main body is all opened wide, and the base of frame of the agent structure of top is fixed with the roof beam structure that can finish installation with the below agent structure.
2. multi-layer combined type house as claimed in claim 1, it is characterized in that described rectangular body structure comprises around the framed wall that plays the load-bearing effect of outer edge, not as the inside compartment wall of load-carrying members, base plate or the floor that inside is provided with pipeline structure.
3. multi-layer combined type house as claimed in claim 2, it is characterized in that, the described roof beam structure that is used to install the top agent structure is the hat beam, and the floor of the agent structure on each upper strata all is erected on the edge of hat beam, and integrally is fastened on the body of wall of lower floor.
4. multi-layer combined type house as claimed in claim 3 is characterized in that, described hat roof beam structure is located at the bottom of framed wall of the outer edge of upper strata rectangular body structure, and the one side of described hat roof beam structure in the outside, house not have the edge given prominence to.
5. multi-layer combined type house as claimed in claim 2, it is characterized in that, the framed wall lower end of the outer edge of the upper layer main body structure in the described multi-layer combined type house is provided with roof beam structure, described roof beam structure is made up of square steel and the angle steel that is fixed on the square steel dual-side, and the floor of upper layer main body structure is arranged on the outstanding edge of angle steel.
6. multi-layer combined type house as claimed in claim 5 is characterized in that, described square steel is fixedlyed connected with the body of wall of bottom agent structure or another upper layer main body structure under it with the upper layer main body structure with bolt by screw; The angle steel of a side adjacent with the interior zone of upper layer main body structure is fixed into complete upper layer main body structure with floor; Corresponding to the angle steel of the side in upper layer main body structural outer zone,, be connected and fixed with floor outside the agent structure by screw and screw.
7. multi-layer combined type house as claimed in claim 6, it is characterized in that, the top of the lateral surface of the framed wall of described bottom agent structure or upper layer main body structure or bottom are reserved with screw, screw and the bolt that is connected with the body of wall or the floor of other upper layer main body structure, and the wallboard that is reserved with certain width in the top or the bottom of exterior wall is a detachable.
8. multi-layer combined type house as claimed in claim 7 is characterized in that, the width of the detachable wallboard of described reservation is 30cm.
9. multi-layer combined type house as claimed in claim 1, it is characterized in that, in each compartment in described agent structure a part of mounting article and pipeline structure are installed in advance, described pipeline structure comprises main plumbing, heating and the electrified pipeline that matches with described mounting article.
10. as any described multi-layer combined type house among the claim 1-9, it is characterized in that the appearance and size after described single agent structure assembling is finished and one are long 12 meters, high 3 meters, the internal capacity of wide 2.5 meters international standard counter is suitable.
11. the assemble method of a multi-layer combined type house is characterized in that: by with a plurality of rectangular body structures, pile up mutually, form the core supporting part of whole modular house, specifically comprise the steps,
Step 1, finish the bottom agent structure by factory-assembled
Step 2, finish the upper layer main body structure by factory-assembled;
Step 3, the described agent structure of whole Transporting;
Step 4, in the installation site fixing bottom agent structure as first floor;
Step 5, on the open surface on bottom agent structure top, by the fixing upper layer main body structure of roof beam structure;
Step 6, in the described core supporting part outside, successively upwards build its outside expansion.
12. the assemble method of multi-layer combined type house as claimed in claim 11 is characterized in that, in the described step 1, further comprises the steps,
Step 1.1, pipeline structures such as water-feeding ﹠ drainaging pipeline and electrified pipeline are passed the hole of reserving in the base plate, be embedded among the base plate of agent structure, and fixed;
Step 1.2, on the base plate or floor of described agent structure, fixing prefabricated inside compartment wall is separated out independently usage space;
Step 1.3, fixing framed wall around the outer edge of rectangular body structure successively constitute the whole border of each usage space in the agent structure;
Step 1.4, in corresponding usage space scope, installing and fixing object, and with base plate in supporting connection of pipeline structure;
Step 1.5, lay wall covering, and be reserved with the wallboard of the detachable of certain width, and seal on metope top, the outside of bottom agent structure on the framed wall of described each inner compartment wall, outer edge surface;
Step 1.6, the fixedly roof beam structure that will be used to connect the upper layer main body structure are placed on framed wall.
13. the assemble method of multi-layer combined type house as claimed in claim 11 is characterized in that, described fixedly roof beam structure is the hat beam, and described step 2 further comprises the steps,
Step 2.1, pipeline structures such as water-feeding ﹠ drainaging pipeline and electrified pipeline are passed the hole of reserving in the floor, be embedded among the floor, and fixed;
Step 2.2, on the floor of described upper layer main body structure, fixing prefabricated inside compartment wall is separated out independently usage space;
Step 2.3, fixing framed wall with around the outer edge of rectangular body structure successively constitute the whole border of each usage space in the agent structure;
Step 2.4, the installation site of in corresponding usage space scope, having calculated mounting article, and with base plate or floor in supporting annexation of pipeline structure and position;
Syndeton and framed wall on step 2.5, described floor and the floor wouldn't be connected and fixed;
Step 2.6, lay wall covering, and all be reserved with the wallboard of the detachable of certain width, and seal in the top and the bottom of the wall face of upper layer main body structure on described each inner compartment wall, framed wall surface;
Step 2.7, the fixedly roof beam structure that will be used to connect the upper layer main body structure of last layer are placed on framed wall.
14. the assemble method of multi-layer combined type house as claimed in claim 13 is characterized in that, described hat roof beam structure is erected at the top of rectangular body structure, above the edge of described hat beam, installs and fixes floor and other supporting fixed structures.
15. the assemble method of multi-layer combined type house as claimed in claim 11 is characterized in that, described fixedly roof beam structure is square steel and angle steel, and described step 2 further comprises the steps,
Step 2.1a, pipeline structures such as water-feeding ﹠ drainaging pipeline and electrified pipeline are passed the hole of reserving in the floor, be embedded among the floor, and fixed;
Step 2.2a, on the floor of described agent structure, fixing prefabricated inside compartment wall framework is separated out independently usage space;
Step 2.3a, fixing exterior wall framework with around rectangular body structure outside successively, constitute the whole border of each usage space in the agent structure, at the bottom of described exterior wall framework, fixedly square steel, and the fixing angle steel in the square steel both sides, as with the bonding surface of lower floor's body of wall;
Step 2.4a, in corresponding usage space scope, installing and fixing object, and with base plate or floor in supporting connection of pipeline structure;
Step 2.5a, described floor are erected on the outstanding edge of the angle steel that is fixed in the framed wall bottom;
Step 2.6a, lay wall covering, and seal on described each inner compartment wall, exterior wall framework surface.
16. assemble method as any described multi-layer combined type house in the claim 12 to 15, it is characterized in that, in installation steps 4, comprise at least 4 holes for hoist that 4 drift angle places are reserved with by the top, bottom agent structure lifting to the concrete pedestal of installation site, is fixed with built-in fitting on the pedestal.
17. the assemble method of multi-layer combined type house as claimed in claim 16, it is characterized in that, by described hole for hoist, with the upper layer main body structure hoisting to the bottom agent structure or another upper layer main body structure of below, utilize the space of detachable wallboard, with bolt bilevel agent structure is fixedlyed connected by screw.
18. the assemble method of multi-layer combined type house as claimed in claim 16 is characterized in that, on described concrete pedestal, the supporting frame corresponding shape of described agent structure below is provided with the reinforcing bar of reinforcing.
19. the assemble method of multi-layer combined type house as claimed in claim 16 is characterized in that, in the actual installation process, the link by reserving on the described agent structure is connected with outside expansion structure.
20. the assemble method of multi-layer combined type house as claimed in claim 16, it is characterized in that, also be reserved with doorframe, window frame structure on described inner compartment wall and the exterior wall framework, and encrypt and reinforcing design for lightweight steel construction respectively at described doorframe and window frame structure position.
21. assemble method as any described multi-layer combined type house in the claim 17 to 20, it is characterized in that the connection of the connection between floor and the polycrystalline substance, metope framework and bottom surface and the connected mode between the framework are for to connect with bolt by the screw of reserving on the framework.
22. the assemble method as any described multi-layer combined type house in the claim 17 to 20 is characterized in that described framework is a lightgage steel joist, comprises C shape steel, U-shaped steel, hat steel, square bar, inside is filled with mineral wool.
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| CN200810041836.0A CN101654928B (en) | 2008-08-19 | 2008-08-19 | Structure of multi-layer combined type house and assembly method thereof |
| PCT/CN2009/000924 WO2010020109A1 (en) | 2008-08-19 | 2009-08-13 | Multi-storey assembled house frame and assembled method thereof |
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| CN200810041836.0A CN101654928B (en) | 2008-08-19 | 2008-08-19 | Structure of multi-layer combined type house and assembly method thereof |
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Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104060853B (en) * | 2014-07-02 | 2017-07-04 | 河南信宇石油机械制造股份有限公司 | Lightweight steel construction modularization house |
| CN104234197A (en) * | 2014-08-26 | 2014-12-24 | 湖北精诚钢结构股份有限公司 | Container portable house |
| CN108412047B (en) * | 2017-07-06 | 2023-06-09 | 华北理工大学 | Quick installation process and method for assembled house |
| CN108009364B (en) * | 2017-12-05 | 2021-06-29 | 深圳华森建筑与工程设计顾问有限公司 | Construction design method of double-curved-surface curtain wall |
| CN108661222B (en) * | 2018-02-09 | 2024-08-16 | 清华大学 | Assembled intermediate layer floor |
| CN110258810A (en) * | 2019-07-09 | 2019-09-20 | 四川福美来新型建筑材料有限公司 | A kind of assembled integrated house structure |
| CN114059667A (en) * | 2020-07-30 | 2022-02-18 | 常州宇创志金属制造有限公司 | Folding house |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2480439Y (en) * | 2001-06-20 | 2002-03-06 | 蔡伟杰 | Large scale assembling steel box building |
| CN1836081A (en) * | 2003-07-14 | 2006-09-20 | 劳伦斯·J·阿布勒 | Containerized transportable building structure and method of assembly |
| CN201071610Y (en) * | 2007-06-28 | 2008-06-11 | 雅致集成房屋股份有限公司 | Expanding type box shaped combined house capable of being transported by container |
| CN201276756Y (en) * | 2008-08-19 | 2009-07-22 | 茂地(上海)建筑工程咨询有限公司 | Multi-layer combined house |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NL267475A (en) * | 1961-07-24 | |||
| US4513545A (en) * | 1982-09-20 | 1985-04-30 | Hopkins Jr George D | Apparatus for and method of constructing, transporting and erecting a structure of two or more stories comprised of a plurality of prefabricated core modules and panelized room elements |
| JPH0533511A (en) * | 1991-07-31 | 1993-02-09 | Tokimec Inc | Panel structure |
| GB2264470A (en) * | 1992-02-28 | 1993-09-01 | Morfax Ltd | Transportable service unit. |
| CN2510559Y (en) * | 2001-12-29 | 2002-09-11 | 刘晋 | Plant-fiber plaster-board light-settl-keel fire-retardant partition wall |
-
2008
- 2008-08-19 CN CN200810041836.0A patent/CN101654928B/en active Active
-
2009
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Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2480439Y (en) * | 2001-06-20 | 2002-03-06 | 蔡伟杰 | Large scale assembling steel box building |
| CN1836081A (en) * | 2003-07-14 | 2006-09-20 | 劳伦斯·J·阿布勒 | Containerized transportable building structure and method of assembly |
| CN201071610Y (en) * | 2007-06-28 | 2008-06-11 | 雅致集成房屋股份有限公司 | Expanding type box shaped combined house capable of being transported by container |
| CN201276756Y (en) * | 2008-08-19 | 2009-07-22 | 茂地(上海)建筑工程咨询有限公司 | Multi-layer combined house |
Non-Patent Citations (1)
| Title |
|---|
| JP特开平11-315584A 1999.11.16 |
Also Published As
| Publication number | Publication date |
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| CN101654928A (en) | 2010-02-24 |
| WO2010020109A1 (en) | 2010-02-25 |
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