CN102691352B - Modular integrated house - Google Patents
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- CN102691352B CN102691352B CN201210183736.8A CN201210183736A CN102691352B CN 102691352 B CN102691352 B CN 102691352B CN 201210183736 A CN201210183736 A CN 201210183736A CN 102691352 B CN102691352 B CN 102691352B
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Abstract
The invention discloses an industrialized, large-scale and factorized modular integrated house, which has the advantages of quick construction, firmness, durability, wind resistance, shock absorption, convenience in secondary disassembly and assembly and the like, is beneficial to warehousing and transportation, is not required to be installed by professionals and realizes industrialized and large-scale production and free house combination. The modular integrated house comprises ground beams which form a frame-type structure through connecting profiles; a plurality of floor units are detachably connected into a whole, and the integral edge of the floor units is lapped on a floor on the upper part of the inner side of the frame-type structure of the ground beams; a plurality of wall panels are detachably connected into transverse and longitudinal wall panels, an upright post is fixedly arranged on each corner of the ground beams, the lateral surfaces and the bottoms of the transverse and longitudinal wall panels are correspondingly detachably arranged on the upright posts and the ground beams to form an integral wall of the integrated house, and doors and windows are formed on the wall panels; and transverse and longitudinal collecting edges arranged on the tops of the wall panels and a ridge are positioned on the roof of the integrated house to form a roof slab.
Description
Technical field
The invention belongs to building construction technology field, be specifically related to a kind of modularization integrated house.
Background technology
Builing industry as the important industry closely bound up with people's daily life, its building types along with the epoch with science and technology progress progressively present diversified trend.Along with traditional architecture quantity increase, land resources gradually deficient, municipal pollution is more and more serious, the aggravation of climate warming and the problem such as building waste is difficult, people more and more yearn for the outdoor lives such as rural area, forest, grassland, beach.Fast construction inhabitation place, field traditional is at present primarily of the formation such as movable plank house or container type house, these two kinds of houses no matter installation rate, installation difficulty and transport, insulation, wind resistance antidetonation, attractive in appearance etc. in all there are problems, how to solve the new problem that field survivorship fast construction comfortable inhabitation place becomes modern construction.
Since reform and opening-up, China's rapid economic development, large-scale urban construction continues to carry out, and causes and increases considerably the demand of building construction.In the construction and use procedure of a large amount of permanent constructions, structure and road bridge traffic facility etc., all need a large amount of temporary buildings supporting with it.Meanwhile, along with the raising of design, manufacture level, safety, the comfortableness of integrated house are improved gradually, and the use theory of integrated house obtains the accreditation of society gradually, and utilization rate greatly improves.
At present, the domestic market maximum to integrated house demand is the temporary building of building site, for crew quarter, office, dining room and warehouse, factory building etc., nowadays, in building and Construction of Urban Rail Traffic industry transverse and longitudinal, various forms of integrated house progressively replaces original wooden simple and easy canopy, little angle steel tent, waste and old container, simple and easy brick house, Simple cement room etc.
Traditional integrated house mainly contains movable plank house, box-type integration house room, plain type movable building integrated house and luxurious formula fixed building integrated house etc.Wherein,
Movable plank house is take polystyrene foam particles as the color steel of laminboard layer is body of wall and roofing materials space enclosing structure, with the integrated house that simple lightweight steel construction combines for keel, be widely adopted in building site, the victims of the disaster settle etc. at present, its advantage has thermal insulation, anticorrosion sound insulation, antidetonation, the usable floor area that effectively can increase house, the feature such as less demanding and building costs is low to architectural environment.Its shortcoming is that wind resistance power is poor, polystyrene foam particles is not prevented fires, complicated integral structure, needs to be installed by professional, although can use by secondary, but dismounting difficulty, and original material structure need be destroyed when dismantling, cause waste of material and cost to increase, therefore mobile difficulty, disassembly and assembly are consuming time, in addition, its outward appearance and comfort level poor.
For box-type integration house room, take mainly steel plate as the casing integrated house that space enclosing structure is made, be widely used in building site, probing, field power distribution room, machine room, temporary house etc. at present.Its advantage is wind resistance antidetonation, firm, can factorial praluction, and building costs is low, can move and to the feature such as architectural environment is less demanding by plant equipment.But its shortcoming is poor thermal insulation property, easy corrosion, because overall structure is welded, non-dismountable, be unfavorable for storage and transport, storage space and cost of transportation quite waste resource, and mobile difficulty, could need move by heavy mechanical equipment, its outward appearance and comfort level poor.
And plain type movable building integrated house is mainly in order to meet the small-sized field movable building of outdoor life needs and research and development, be used for communal bathroom at present, sentry box and scenic spot janitor's room etc.Its advantage is exquisite appearance, can scale, factorial praluction, simple function is strong, removable, less demanding to architectural environment, the features such as construction speed is fast.Its shortcoming is poor thermal insulation property, easy corrosion, because overall structure is welded, non-dismountable, is unfavorable for storage and transport, storage space and cost of transportation quite waste resource, and mobile difficulty, could need move by heavy mechanical equipment.
Be polyurethane energy-saving sheet material or other compound energy-conserving plate material for luxurious formula fixed building integrated house being space enclosing structure, take lightgage steel joist as the integrated house of holder combination, and its building structure is complicated, and form of diverse, is used for beach house, scenic spot villa etc.Its advantage is exquisite appearance, interior spatial structure coordinate, can scale, factorial praluction; can be used for high-end residential construction under forest, scenic spot, beach, plateau and adverse circumstances, speed of building is fast, sturdy and durable; energy-saving heat preserving; the features such as wind resistance antidetonation, but its shortcoming to be building costs higher, difficulty is installed; need to be installed by professional and technical personnel; irremovable, non-dismountable, and to ground and the restricted requirement of installation environment.
In the 3rd Chinese engineering management forum, more than 200 expert comprising multidigit member of Chinese Academy of Engineering discusses post-disaster reconstruction warmly, integrated house reclaims the storage of component warehouse-in in order to the emergent topic only needed, and after " 5.12 " special violent earthquake, disaster area has been built more than 670,000 and overlapped board house arrangement masses suffering from disaster.At present, disaster area rural permanent house major part builds up, but leave a large amount of hollow plate room, the follow-up disposing task in these hollow plate rooms has but become a hang-up put in face of everybody now, therefore, carry out the recycling work of integrated house after calamity, all have important reference to China and even the world.
In sum, for disposable building integrated house, be just difficult to mobile and secondary dismounting after accomplishing, if move dismounting by force, original material structure will be destroyed, cause building to destroy and waste of material, it does not consider the demand using rear dismounting, from economizing on resources, reduce refuse design concept aspect to be short of very much, advantage can not be taken into account, and therefore, is necessary that carrying out design to traditional integrated house improves.
Summary of the invention
For above-mentioned weak point of the prior art; the present invention aims to provide a kind of modularization integrated house with industrialization, scale, batch production; it is on the basis overcoming traditional architecture, traditional integrated house shortcoming; and in conjunction with market and society need; have Fast Construction, sturdy and durable, wind resistance damping, secondary disassembly and assembly convenient, be beneficial to storage transport, do not need the advantages such as professional installs, and industrialization, large-scale production and house independent assortment can be realized.
To achieve these goals, technical scheme of the present invention: modularization integrated house includes,
Grade beam, forms a closed-in construction by connection profile;
Floor, by several floor unit by being removably connected to one, its integral edge is erected on described grade beam closed-in construction inside upper part;
Shingle nail, horizontal, longitudinal shingle nail is formed by removably connecting by several wall panel unit, and a column is set firmly respectively on described grade beam angle position, the side of described horizontal stroke, longitudinal shingle nail and bottom surface correspondence are detachably located at the overall metope described column and described grade beam being formed integrated house, and described shingle nail forms door, window;
Roofing slab, removably connected by several roofing slab unit and formed, be positioned integrated house top by horizontal stroke, longitudinally receipts limit and the ridge of being located at shingle nail top, this roofing slab one end is removably connected on described ridge, and the other end is by described horizontal stroke, longitudinally receipts limit stationary positioned.
Further, be provided with grade beam governor motion bottom described grade beam, this grade beam governor motion is located on the corner bottom position of described grade beam.
Socket connection between described floor unit, is provided with the concave, convex shape draw-in groove of coupling mutually in described floor unit both sides correspondence.
Described grade beam is also installed with floor brace summer and supports described floor, described floor brace summer is positioned on the bottom position between described concave, convex shape draw-in groove by grafting.
Form horizontal stroke, longitudinal shingle nail by socket connection between described wall panel unit, this horizontal stroke, longitudinal shingle nail side and bottom surface correspondence are plugged on described column and grade beam.
Also include back timber, described horizontal stroke, longitudinal shingle nail top are plugged on this back timber and this back timber and described column are connected, and described horizontal stroke, longitudinally receive limit and ridge is detachably connected on this back timber.
Integrated house top center position is located at by described ridge, and described roofing slab is click-on connected in the both sides of described ridge by end socket, and this end socket one end and roofing slab grafting, the other end and ridge are connected.
Above described ridge, be also provided with ridge cap, this ridge cap arcuately structure, its two ends are fixed on the roofing slab of described ridge both sides.
Described roofing slab is obliquely installed, and it is downward-sloping to the longitudinal direction of both sides receipts limit along ridge.
Be provided with the waterproof cloth of band contraction pole at described shingle nail outer upper hinge, and by supporting linkage supporting and location, described contraction pole, supporting linkage are by being click-on connected on described column.
Beneficial effect of the present invention:
1, whole modularization integrated house is completely detachable, and its parts complete production in factory, and separate room is packed, avoid building construction site to construct the ambient influnence and noise pollution that bring, production scale, can realize a large amount of assembling, and meets the needs in Fast Construction house, specific occasion;
2, quick-detachment, packing, transport can be realized, original structure can not be destroyed when again building and can repeatedly use, substantially increasing stock utilization, accomplish sustainable use;
3, this modularization integrated house can individual packaging, realize a large amount of storage and transport, coming into the market can according to the free trade of client self purchasing power, buy combination collocation between separate room or purchase how, buy high configuration or low configuration, advantageously meet needed for the anti-dangerous disaster relief, emergent breakthrough and other field building;
4, construction speed is fast, and the High Speed Construction due to modularized house derives from the standardized production of batch production under High-efficient Production environment and composition component, and the present invention is under the assembling condition of maturation, and building a house only needs to complete for 60 minutes;
5, owing to setting up grade beam governor motion bottom grade beam, by unsettled for floor solution, house level can be adjusted by this grade beam governor motion, make the present invention can carry out building house at rugged environment or face of slope, meanwhile, floor is unsettled can also dampproof protection against insects in the wild;
6, when installing assembling, not needing heavy mechanical equipment, only needing manually just to realize handling and carrying, and house can be completed by simple erecting tools and install, do not need in assembling process to use water, electricity, significantly reduce the wasting of resources;
7, house wall adopts environmental protection recyclable materials, is conducive to environmental protection, and adopt masonry structure and concrete frame structure than tradition, the present invention is environmental protection more.
In sum, the present invention has the ultrashort fast duration, hyperfine quality, energy-conserving and environment-protective, detachable moveable, reusable, the not advantage such as damage to land, become field survivorship, spend a holiday with room, sightseeing tour, herdsman with room, field drill, provide rescue and relief for disasters and emergencies, emergent breakthrough, building of barracks, plateau housing construction, the construction of Jiang Jing room, strand ideal chose, therefore, suitable popularization.
Accompanying drawing explanation
Fig. 1 is overall structure schematic diagram of the present invention;
Fig. 2 is the schematic side view of Fig. 1;
Fig. 3 is the structural representation of grade beam in Fig. 1;
Fig. 4 is the lateral view of Fig. 3;
Fig. 5 is the enlarged drawing of part A in Fig. 3;
Fig. 6 is the structure chart signal of horizontal grade beam in Fig. 3;
Fig. 7 is the enlarged section of Fig. 6;
Fig. 8 is the structural representation of longitudinal grade beam in Fig. 3;
Fig. 9 is the enlarged section of Fig. 8;
Figure 10 is the structural representation of floor transverse direction in Fig. 1;
Figure 11 is the structural representation of floor longitudinal direction in Fig. 1;
Figure 12 is the structural representation of floor unit in Figure 10 or Figure 11;
Figure 13 is the structural representation of floor brace summer in Fig. 1;
Figure 14 is the enlarged section of Figure 13;
Figure 15 is the structural representation of connection profile in Fig. 3;
Figure 16 is the structural representation of Fig. 1 central post;
Figure 17 is the enlarged section of Figure 16;
Figure 18 is the mounting structure schematic diagram of shingle nail in Fig. 1;
Figure 19 is the enlarged drawing of part B in Figure 18;
Figure 20 is the enlarged drawing of C part in Figure 18;
Figure 21 is the mounting structure schematic diagram of roofing slab in Fig. 1;
Figure 22 is the enlarged drawing of D part in Figure 21;
Figure 23 is the enlarged drawing of E part in Figure 21;
Figure 24 is the structural representation of horizontal back timber in Figure 21;
Figure 25 is the enlarged section of Figure 24;
Figure 26 is the structural representation of rnnning bar in Figure 21;
Figure 27 is the enlarged section of Figure 26;
Figure 28 is the structural representation of ridge cap in Figure 21;
Figure 29 is the enlarged section of Figure 28;
Figure 30 is the structural representation of ridge in Figure 21;
Figure 31 is the enlarged section of Figure 30;
Figure 32 is the structural representation of end socket in Figure 21;
Figure 33 is the enlarged section of Figure 32;
Figure 34 is the structural representation longitudinally receiving limit in Figure 21;
Figure 35 is the enlarged section of Figure 34;
Figure 36 is the structural representation laterally receiving limit in Figure 21;
Figure 37 is the enlarged section of Figure 36.
Detailed description of the invention
The present invention is further described below in conjunction with specific embodiment and accompanying drawing.
See shown in Fig. 1 to Figure 37, described modularization integrated house includes,
Grade beam 1, forms a closed-in construction by connection profile 107;
Floor 2, by several floor unit 212 by being removably connected to one, its integral edge is erected on described grade beam 1 closed-in construction inside upper part;
Shingle nail, horizontal, longitudinal shingle nail 13,16 is formed by removably connecting by several wall panel unit 136, and a column 5 is set firmly respectively on described grade beam 1 angle position, the side of described horizontal stroke, longitudinal shingle nail 13,16 and bottom surface correspondence are detachably located at the overall metope described column 5 and described grade beam 1 being formed integrated house, and described shingle nail forms door 15, window 14;
Roofing slab 8, removably connected by several roofing slab unit and formed, integrated house top is positioned by horizontal stroke, longitudinally receipts limit 7,17 and the ridge 18 of being located at shingle nail top, this roofing slab 8 one end is removably connected on described ridge 18, and the other end receives location, limit by described horizontal stroke, longitudinally receipts limit 7,17 are fixing;
Back timber 6, described horizontal stroke, longitudinal shingle nail 13,16 top are plugged on this back timber 6, and described horizontal stroke, longitudinally receipts limit 7,17 and ridge 18 are detachably connected on this back timber 6.
The present invention is connected by intermediate member by module grade beam 1, floor 2, shingle nail, roofing slab 8, back timber 6, mechanical connection, and plug-in type is connected mode to complete the installation forming of whole integrated house.Whole process is assisted without the need to heavy mechanical equipment, only need manually can complete installation, and each parts after dismounting can realize quick packing, transport, can not destroy original structure and can repeatedly use when again building, substantially increase stock utilization, accomplish sustainable use.
The concrete structure of described modularization integrated house, below elaborates.
As Fig. 3 to Fig. 4, described grade beam 1 includes horizontal grade beam 101 and longitudinal grade beam 102, this horizontal grade beam 101 and longitudinal grade beam 102 are connected to form a rectangle closed framework structure by connection profile 107 bolt or screw, wherein, four connection profiles 107 are positioned on four corners of frame construction, this connection profile 107 as shown in figure 12, it is 90 ° of groove structures, described horizontal grade beam 101 and longitudinal grade beam 102 correspondence are arranged on the both ends 109 and 110 of this connection profile 107, the entirely girder construction of the corresponding shape cost modular integrated house that is connected with bolt between the two.Four grade beam governor motions 4 are provided with bottom grade beam 1, these four grade beam governor motion 4 correspondences are located on four corner bottom positions of described grade beam frame construction, as shown in Figure 5, described grade beam governor motion 4 includes base 41, support 42, jack 45, support column 43, bolt 44, whole grade beam governor motion 4 is connected by a plate 46 and the connection profile 107 on grade beam 1, wherein, support column 43 is fixed positioned on junction plate 46 times by a bolt 44, and bolt 44 plays supporting and location effect; Support 42 is run through in support column 43 lower end, and the support column 43 of these support 42 top and the bottom has all been threaded bolt 44, and this two bolt 44 plays the effect of auxiliary adjustment supporting and location; Described support 42 and jack 45 are all fixed on base 41, the position that described jack 45 work support section is relative on support 42 are arranged the hole matched with described jack 45.During work, start jack 45, it is made to pass hole on support 42, by the whole modularization integrated house of junction plate 46 jack-up, make whole modularization integrated house unsettled, namely make described grade beam 1 unsettled, for field dampproof protection against insects, meanwhile, can also, by regulating the grade beam governor motion 4 bottom grade beam 1 four corners respectively, this modularization integrated house be made to adapt to domatic setting or the installing of other on-plane surface.After adjustment jack 45 makes whole grade beam 1 plane reach appropriate location, the bolt 44 of runing rest 42 top and bottom, make it be close to support 42, then fall jack 45 and set back, avoid jack 45 to be in work stress and reduction of service life always.In addition, because the useful effect of jack 45 is just in order to the whole integrated house of jack-up makes its grade beam 1 to be up to the standard position, its long term support effect be bolt 44, so manufacturing cost can also be saved by four grade beam governor motions 4 are shared a jack 45, namely jack 45 is independent removable, can also unload down when not using and deposit separately, avoiding gets rusty by wind and weather dew is wet for a long time causes reduce application life.
See Fig. 6 to Fig. 9, described horizontal grade beam 101, the equal correspondence in longitudinal grade beam 102 top have a grade beam groove 103,105 axially arranged along it, simultaneously corresponding have the grade beam shelves 104,106 axially arranged along it, when assembling, described grade beam groove 103,105 is arranged upward, and grade beam shelves 104,106 are located at the inner side of grade beam frame construction.When arranging floor 2, whole floor 2 being directly shelved in aforementioned grade beam shelves 104,106, seeing Figure 10, Figure 11.
Described floor 2 by several floor unit 212 by socket connection in one, form entirely plated construction.Floor unit 212 both sides correspondence is provided with the recessed of mutual coupling, convex draw-in groove 213, 214, wherein, described recessed, convex draw-in groove 213, 214 one end have the groove matched with described floor unit 212 end, the other end is the corresponding floor recess 215 with coupling mutually respectively, floor protuberance 216, during assembling, by recessed, convex draw-in groove 213, 214 are fixed on floor unit 212 both sides, can be fixed by screw or bolt, Slab element 212 fovea superior will be adjacent to, convex draw-in groove 213, floor recess 215 on 214 matches with floor protuberance 216 grafting, the assembling to floor unit 212 can be completed.In addition, be positioned at floor recess 215 at concave, convex shape draw-in groove 213,214, an end of floor protuberance 216 is provided with half concave station 217,218, interfix after locating between the floor recess 215 differently between Slab element 212 and floor protuberance 216, described half concave station 217,218 will be combined into a brace groove.In order to the problem preventing centre position, floor 2 from causing floor strength inadequate without support, grade beam 1 is also provided with several floor brace summer 3 be parallel to each other to support described floor 2, strengthens the compressed structure intensity on this floor 2.Described floor brace summer 3 has the convex 31 on bottom 32 and top, and the brace groove be combined between this convex 31 with described concave, convex shape draw-in groove 213,214 is corresponding.During assembling, be fastened on described grade beam 1 by described floor brace summer 3 by fastenings such as bolts, meanwhile, the brace groove that the convex 31 on floor brace summer 3 and the concave, convex shape draw-in groove 213,214 between floor unit 212 are combined to form plugs.Consider from complete machine structure intensity, described floor brace summer 3 is parallel to described longitudinal grade beam 102, quantity is five, and it is evenly located on the bottom surface on described floor 2, is namely on the bottom position that is positioned between described concave, convex shape draw-in groove 213,214 of described floor brace summer 3 grafting.
Described shingle nail is by grafting stationary positioned.Particularly, see Figure 15 to Figure 20, described shingle nail is divided into horizontal stroke, longitudinal shingle nail 13,16, it consists of grafting by several wall panel unit 136, namely at wall panel unit 136 1 side, there is shingle nail recess 138, another side has shingle nail protuberance 137, is coordinated between described adjacent wall panel unit 136 by described shingle nail recess 138 with shingle nail protuberance 137 grafting, and multiple wall panel unit 136 connects successively and namely forms whole horizontal stroke, longitudinal shingle nail 13,16.Shingle nail in the present invention adopts polyurethane foam energy-conserving plate material to make, the excellent thermal and insulating performance utilizing polyurethane foam thing to have makes whole modularization integrated house have the effect of energy-saving heat preserving, and by increasing steel thickness, increase steel plate Facade form, sided corona treatment steel plate internal layer with increase polyurethane foam thing adhesive power, by coloured paint baking body of wall steel plate alien invasion to increase weatherability and aesthetics.
For the setting between shingle nail and floor 2, described grade beam 1 angle position sets firmly column 5 respectively, more particularly, this column 5 is connected in by bolt or screw on the connection profile 107 on grade beam 1, that is to say on the corner root 108 of connection profile 107.Described column 5 is as shown in Figure 16,17, employing aluminium alloy extrusions is made, vertical 90 ° of positions are established respectively for it vertical upright column groove 51,52 vertically, when described column 5 is connected on connection profile 107, stake pocket on the column 5 of grade beam 1 laterally, on longitudinal direction 51,52 corresponding.The side of described horizontal stroke, longitudinal shingle nail 13,16 and bottom surface are inserted on the grade beam groove 103,105 on stake pocket 51,52 on the column 5 of its correspondence and horizontal stroke, longitudinal grade beam 101,102, thus form the metope of whole integrated house.Integratedly on described wall panel unit 136 forming door 15, window 14, is combined suit door and multifunctional combination window in this example.
Have horizontal stroke, rnnning bar 61,62 in horizontal, longitudinal shingle nail 13,16 top correspondence, see Figure 24 to Figure 27, it coordinates the top transverse and longitudinal of shape cost modular integrated house to locate with other component.Bottom described horizontal stroke, rnnning bar 61,62, have back timber groove 610,620, it is for being connected slotting with described horizontal stroke, longitudinal shingle nail 13,16.Meanwhile, the end of described horizontal stroke, rnnning bar 61,62 carries out being engaged grafting with the interior dovetail groove 53 on described column 5, to ensure between horizontal stroke, rnnning bar 61,62 and the fastness of whole integrated house skeleton and intensity.The side of described horizontal stroke, rnnning bar 61,62 has back timber side grooves 611,621 and the back timber sidepiece projection 613,623 of receiving location, limit for later stage vertical, horizontal respectively.Top 612,622 as this horizontal stroke, rnnning bar 61,62 arranges corresponding with the roofing slab 8 of this integrated house.
Described roofing slab 8 is removably connected by several roofing slab unit and is formed, it is positioned integrated house top by horizontal, longitudinal receipts limit 7,17 and ridge 18, this roofing slab 8 one end is removably connected on described ridge 18, the other end is positioned on the top 612,622 of described horizontal stroke, rnnning bar 61,62 by the fixing limit of receiving of described horizontal stroke, longitudinally receipts limit 7,17, meanwhile, described horizontal stroke, longitudinally receipts limit 7,17 and ridge 18 are detachably connected on described back timber 6.Specifically be located at integrated house top center position with ridge in this example 18, and roofing slab 8 is inclined to set to describe described roofing slab 8 in detail, ridge 18, horizontal, longitudinal receipts limit 7,17, the annexation between horizontal stroke, rnnning bar 61,61.
See Figure 21 to Figure 37, described ridge 18 is located at integrated house top center position and is parallel to horizontal grade beam 101, and roofing slab 8 is obliquely installed, that is to say that the transverse direction receipts limit 7 along ridge 18 to both sides is downward-sloping, identical with traditional general " people " font house shape.Described ridge 18 is located at horizontal stroke, rnnning bar 61,62 top.In ridge 18 both sides, outwards downward-sloping roofing slab 8 is set respectively, be connected between described roofing slab 8 and ridge 18, in detail, the ridge hanging groove 181 of similar dovetail groove is respectively arranged with in ridge 18 both sides, described roofing slab 8 is click-on connected on the ridge hanging groove 181 of described ridge 18 both sides by end socket 82, described end socket 82 is shown in Figure 32, Figure 33, its one end has the end socket groove 821 corresponding with described roofing slab 8 end face, the other end has the hook 822 corresponding with described ridge hanging groove 181, during assembling, roofing slab 8 is plugged in the end socket groove 821 of end socket 82, then the roofing slab 8 assembled is connected by coordinating between ridge hanging groove 181 with hook 822.At roofing slab 8 other end, that is to say that the one end being parallel to horizontal grade beam 101,102 is by longitudinally receiving limit 17 stationary positioned.
Figure 36, Figure 37 are seen in described limit 7 of laterally receiving, its upper end has a hook portion 73, for roofing slab described in stationary positioned 8, its lower end has the corresponding transverse direction that to match with back timber side grooves 621 on described rnnning bar 62, back timber sidepiece projection 623 and receives avris portion projection 71, laterally receives limit side grooves 72, when assembling, above-mentioned back timber side grooves 621 is received avris portion projection 71 location fit with horizontal, back timber sidepiece projection 623 receives limit side grooves 72 location fit with horizontal, and by screw or bolton.
Figure 34, Figure 35 are seen in described limit 17 of longitudinally receiving, and its upper end has horizontal location face 170, and the concora crush location, roofing slab 8 end that this horizontal location face 170 will be obliquely installed, described roofing slab 8 is longitudinally received limit notch 173 and extended longitudinal receipts in limit 17.Because roofing slab 8 on rainy day will toward dirty rainwater, therefore, water storage tank 174 is had, for the rainwater that collection roofing slab 8 flows down longitudinally receiving in limit 17.In order to prevent rainwater by flowing in house between roofing slab 8 and horizontal back timber 61, horizontal back timber 61 top 612 is provided with lateral isolation groove 614, by installing rubber pad on this lateral isolation groove 614, carrying out water proof by this rubber pad, avoiding the Rain water returning in water storage tank 174.Meanwhile, this rubber pays somebody's debt and expect repayment later the contact friction that can be used for increasing roofing slab 8 and described horizontal back timber 61.Therefore, rnnning bar 62 top 622 between described roofing slab 8 and rnnning bar 62 is also provided with longitudinal isolated groove 624, for installing rubber pad, increases the contact friction between described roofing slab 8 and rnnning bar 62.Longitudinally receiving, bottom, limit 17 has with back timber side grooves 611 on described horizontal back timber 61, back timber sidepiece projection 613 matches, and corresponding longitudinal direction receives avris portion projection 171, longitudinal direction receives limit side grooves 172, during assembling, above-mentioned back timber side grooves 611 is received avris portion projection 171 location fit with longitudinal, back timber sidepiece projection 613 receives limit side grooves 172 location fit with longitudinal, and by screw or bolton.
Above described ridge 18, be also provided with ridge cap 9, this ridge cap 9 arcuately structure, is shown in Figure 28, Figure 29, and its two ends have a fixed part 91 parallel with described roofing slab 8 inclined-plane.Described ridge cap 9 is placed on described ridge 18, and is fixed on the roofing slab 8 of described ridge 18 both sides by screw or bolt by described fixed part 91.
In addition, be provided with the waterproof cloth 11 of band contraction pole 10 at described shingle nail outer upper hinge, and by being located at supporting linkage 12 supporting and location below hinge contraction pole 10.Described supporting linkage 12 is inserted in by trip bolt or bolt occlusion in the vertical outer dovetail groove 54 on described column 5 and is fixed location, equally, hinge contraction pole 10 is also engaged in the vertical outer dovetail groove 54 be plugged on column 5 and is fixed location, certainly can directly be fixed on shingle nail.
The present invention is space enclosing structure by polyurethane foam energy-conserving plate material; take aluminium alloy extrusions as keel bracket; be connected mode for main nodes with plug-in type; with the modularization integrated house that mechanical bolt connection is formed for auxiliary node; have Fast Construction, sturdy and durable, wind resistance damping, secondary disassembly and assembly convenient, be beneficial to storage transport, do not need the advantages such as professional installs, and industrialization, large-scale production and house independent assortment can be realized.
In addition, the whole modularization integrated house overwhelming majority is by mechanical inserted, occlusion grafting stationary positioned, so when loading and unloading, only needing general tool to complete handling, not damaging the parts of integrated house, to continue next time to use.
The present invention can be used for strategic reserves and settles for relief, victims of the disaster's arrangement, low-income household's house; Mine field work residential occupancy; Field drilling operation residential occupancy; Forest builds a house, villa of travelling, beach house, room on duty, scenic spot etc.; Herdsman builds a house with room, high source area with room, careless source resident; Specialty house is as integrated form tobacco flue-curing house, hatchingization, Laboratory room; Other with rooms as office building, shop, industrial premises, school, kindergarten, sanatorium, hospital, motel, hotel, dining room etc.
China in recent years various building of barracks needs integrated house about 4,000,000 side, and herdsman, victims of the disaster's housing for survivor enormous amount, along with the exploitation in city, the demand in integrated interim room, building site is also quite large, therefore, promote this modularization integrated house and there is very large economic benefit.Simultaneously, also national Poor Mountainous Area common people's placement issue can be solved, quick despatch solves the difficult problem that the victims of the disaster settle and post-disaster reconstruction building reclaims, other functional module can also be set up for this integrated house, effectively improve the living standard of civilian worker's living standard, farmers' life level and field work personnel.
Above the technical scheme that the embodiment of the present invention provides is described in detail, apply specific case herein to set forth the principle of the embodiment of the present invention and embodiment, the explanation of above embodiment is only applicable to the principle helping to understand the embodiment of the present invention; Meanwhile, for one of ordinary skill in the art, according to the embodiment of the present invention, detailed description of the invention and range of application all will change, and in sum, this description should not be construed as limitation of the present invention.
Claims (9)
1. modularization integrated house, is characterized in that, includes,
Grade beam, grade beam forms a closed-in construction by the connection profile being groove structure in 90 °, be provided with grade beam governor motion bottom described grade beam, this grade beam governor motion is located on the corner bottom position of described grade beam, and described grade beam governor motion is connected by the connection profile on a plate and grade beam;
Floor, by several floor unit by being removably connected to one, its integral edge is erected on described grade beam closed-in construction inside upper part;
Shingle nail, horizontal, longitudinal shingle nail is formed by removably connecting by several wall panel unit, and a column is set firmly respectively on described grade beam angle position, the side of described horizontal stroke, longitudinal shingle nail and bottom surface correspondence are detachably located at the overall metope described column and described grade beam being formed integrated house, and described shingle nail forms door, window;
Roofing slab, removably connected by several roofing slab unit and formed, be positioned integrated house top by horizontal stroke, longitudinally receipts limit and the ridge of being located at shingle nail top, this roofing slab one end is removably connected on described ridge, and the other end is by described horizontal stroke, longitudinally receipts limit stationary positioned.
2. modularization integrated house according to claim 1, is characterized in that: socket connection between described floor unit, is provided with the concave, convex shape draw-in groove of coupling mutually in described floor unit both sides correspondence.
3. modularization integrated house according to claim 2, is characterized in that: on described grade beam, be also installed with floor brace summer support described floor, and described floor brace summer is positioned on the bottom position between described concave, convex shape draw-in groove by grafting.
4. modularization integrated house according to claim 1, is characterized in that: form horizontal stroke, longitudinal shingle nail by socket connection between described wall panel unit, and this horizontal stroke, longitudinal shingle nail side and bottom surface correspondence are plugged on described column and grade beam.
5. modularization integrated house according to claim 1, it is characterized in that: also include back timber, described horizontal stroke, longitudinal shingle nail top are plugged on this back timber and this back timber and described column are connected, and described horizontal stroke, longitudinally receive limit and ridge is detachably connected on this back timber.
6. modularization integrated house according to claim 5, it is characterized in that: integrated house top center position is located at by described ridge, described roofing slab is click-on connected in the both sides of described ridge by end socket, and this end socket one end and roofing slab grafting, the other end and ridge are connected.
7. modularization integrated house according to claim 6, is characterized in that: above described ridge, be also provided with ridge cap, this ridge cap arcuately structure, and its two ends are fixed on the roofing slab of described ridge both sides.
8. modularization integrated house according to claim 7, is characterized in that: described roofing slab unit forms whole roofing slab by being connected, and this roofing slab is obliquely installed, and it is downward-sloping to the longitudinal direction of both sides receipts limit along ridge.
9. modularization integrated house according to claim 1, it is characterized in that: the waterproof cloth being provided with band contraction pole in described shingle nail outer upper, and by supporting linkage supporting and location, described contraction pole, supporting linkage are by being click-on connected on described column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210183736.8A CN102691352B (en) | 2012-06-05 | 2012-06-05 | Modular integrated house |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201210183736.8A CN102691352B (en) | 2012-06-05 | 2012-06-05 | Modular integrated house |
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| Publication Number | Publication Date |
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| CN102691352A CN102691352A (en) | 2012-09-26 |
| CN102691352B true CN102691352B (en) | 2015-01-21 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201210183736.8A Expired - Fee Related CN102691352B (en) | 2012-06-05 | 2012-06-05 | Modular integrated house |
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| CN103850439B (en) * | 2012-12-03 | 2017-09-05 | 北京天工创道建筑科技有限公司 | A kind of modularized house construction method |
| CN103104027B (en) * | 2013-02-24 | 2014-12-10 | 山东乾元泽孚科技股份有限公司 | Lightweight partition plate mosaic type lightweight steel structure integrated house and construction method |
| CN103195284B (en) * | 2013-04-01 | 2015-03-25 | 杨阳 | Method for constructing combined and assembled type house device |
| CN103206018B (en) * | 2013-04-24 | 2016-06-01 | 河南天丰节能板材科技股份有限公司 | The connection structure on wallboard and floor, collar tie beam and modularization integrated house |
| CN103233549B (en) * | 2013-04-24 | 2015-12-02 | 河南天丰节能板材科技股份有限公司 | The connection corner protector of collar tie beam and use thereof and adopt the modularization integrated house of this collar tie beam |
| CN103233512B (en) * | 2013-04-24 | 2015-09-30 | 河南天丰节能板材科技股份有限公司 | Modularization integrated house and stand bar structure thereof |
| CN104120792B (en) * | 2013-04-24 | 2016-06-01 | 河南天丰节能板材科技股份有限公司 | Modularization integrated house |
| CN103362307B (en) * | 2013-07-02 | 2015-04-01 | 烟台金田科技有限公司 | Construction method for modularizing insulation wall boards and pouring integrated house building |
| AU2015242365A1 (en) * | 2014-04-01 | 2016-10-20 | Noah House Kft. | Mobile house utilising renewable energy |
| CN103967120A (en) * | 2014-05-28 | 2014-08-06 | 周兴和 | Modular integrated house and building method thereof |
| CN104631622B (en) * | 2014-12-30 | 2017-02-22 | 中国林业科学研究院木材工业研究所 | Detachable fast-assembly wild camping house |
| CN106368358A (en) * | 2016-09-28 | 2017-02-01 | 丽水山居文化发展有限公司 | Modular integrated slabs and house |
| CN108951850B (en) * | 2018-09-30 | 2024-03-05 | 万华建筑科技有限公司 | Assembled house |
| CN110700630A (en) * | 2019-10-28 | 2020-01-17 | 吉林启融工业自动化装备有限公司 | Assembled type warm-keeping movable barracks |
| CN111719701A (en) * | 2020-06-14 | 2020-09-29 | 胡令江 | Wall detachable assembled building |
| CN111851733A (en) * | 2020-08-20 | 2020-10-30 | 北京立建科技有限公司 | Modular assembled house |
| CN112663783A (en) * | 2020-12-23 | 2021-04-16 | 天津远泰模块房制造有限公司 | Method for building assembled modular house |
| CN113914479B (en) * | 2021-09-30 | 2023-05-05 | 昌达建筑科技有限公司 | Modularized room convenient to assemble |
| CN117456649B (en) * | 2023-10-26 | 2024-05-17 | 迅捷安应急装备科技(湖北)有限公司 | Security management method based on modularized integral mobile guard terminal and modularized building adopting method |
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| GB922846A (en) * | 1961-09-29 | 1963-04-03 | Elmer Wilson Martin | Demountable buildings |
| US4858398A (en) * | 1981-11-23 | 1989-08-22 | Universal Simplex Building System | Prefabricated building construction |
| WO2000075440A1 (en) * | 1999-06-08 | 2000-12-14 | Laing Gordon G | Modular construction system |
| CN101418592A (en) * | 2008-10-31 | 2009-04-29 | 官木喜 | Combined light steel structure house and mounting method thereof |
| CN101514566B (en) * | 2009-03-18 | 2011-06-22 | 珠海市晶艺玻璃工程有限公司 | Integrated sunshine room assembly |
| CN101798846B (en) * | 2010-02-05 | 2011-12-28 | 杜海平 | Modularization assembled house |
| US8650807B2 (en) * | 2010-06-30 | 2014-02-18 | Suncast Technologies, Llc | Modular blow molded shed with connectors |
| CN201857768U (en) * | 2010-08-26 | 2011-06-08 | 扬州通利冷藏集装箱有限公司 | Modularized unit combinational house |
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| CN102691352A (en) | 2012-09-26 |
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