CN106351466A - Housing assembled by light steel space framework structure composite plate module and construction method thereof - Google Patents
Housing assembled by light steel space framework structure composite plate module and construction method thereof Download PDFInfo
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- CN106351466A CN106351466A CN201510424236.2A CN201510424236A CN106351466A CN 106351466 A CN106351466 A CN 106351466A CN 201510424236 A CN201510424236 A CN 201510424236A CN 106351466 A CN106351466 A CN 106351466A
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Abstract
The invention discloses a housing assembled by a light steel space framework structure composite plate module and construction method thereof, wherein each floor of a housing body comprises multiple variable angle type light steel space framework structure composite wall plates and multiple rectangular type light steel space framework structure composite wall plates. The variable angle type light steel space framework structure composite wall plates and the rectangular type light steel space framework structure composite wall plates at the same layer are connected in a diagonal mode, a T shape mode and a cross mode through bolts; the light steel space framework structure composite floor plates are arranged between adjacent floors of the housing body; the roof includes light steel space framework structure composite gable roof truss plates, special shaped steel beams and light steel space framework structure composite roof panels. The housing is a novel civil universal building which has the advantages of having shock resistance and typhoon resistance, saving energy, having fire prevention property, sound insulation property and durability, and being comfortable, beautiful and economical.
Description
Technical field
The present invention relates to house construction applications, specifically a kind of house with three-dimensional light steel frame composite plate module assembled and its method of construction.
Background technology
Energy-conservation in dwelling construction, save land, economize on water, saving that material problem is extremely important, it is not only related to the problem of residential energy consumption, also relates to limited resource rational utilization on the earth.At present, nearly 40,000,000,000 m of China2In existing building, 99% belongs to high energy consumption building；Nearly 2,000,000,000 m newly-built every year2In building, 95% still belongs to high energy consumption building, and its unit area energy consumption accounts for total energy consumption 28%, and along with the energy consumption of production of construction materials, the energy consumption for building has accounted for the 40% of social total energy consumption.It is not difficult to find out from these data, building trade is the industry of a high energy consumption.There is construction period length in traditional architecture, working procedure is loaded down with trivial details, produce a large amount of building wastes and the defect such as noise pollution, excessive, poor, the energy consumption height of building function of heat insulation of labor intensive hydroelectric resources itself.The house that the batch production mode emerging in recent years is built improves this situation, but still there are numerous weak points.
It is illustrated by several representative category: 1, wood house: the wood house using factorial praluction greatly shortens construction period, save time and the cost of secondary decoration simultaneously, decrease noise pollution and the generation of building waste, scene does not have wet trade, decrease the waste of water resource, weak point is: fire protecting performance is poor, corrosion-resistant, heat insulation effect is poor, fractional energy savings is relatively low, consumes the forest reserves.2nd, steel house, the most enterprise producing industrialization house is to adopt steel structure technique at present, main flow be light steel frame system and light steel close purlin shear wall structure system house, its mode of construction is: the first step, builds steel construction at the scene；Second step, structural table face nailing, extension maintainability sheet material；3rd step cast in situs or the insulation material deadener of the enclosed structure such as direct filled wall, floor, roofing；Finally carry out secondary decoration etc., its advantage is: low cost, construction speed are fast, short construction period, anti-seismic performance are good etc., but because the difference of the maintenance materials of the technological means, processing technique, mode of construction and the selection that are adopted there is also each different defects and weak point: the defect of (1) generally existing batch production low degree, factory's rate is less than 30%, more than 70% operation need to complete at the construction field (site), live scantling is little, specification is many, easily structural failure and schedule delays in work progress；(2) house constructed using weld job mode can lead to malformation and structural failure to increase, and the site supervision preservative treatment causing not in place simultaneously strictly can not have a strong impact on the house's vives；(3) using color steel do enclosure board house fire protecting performance poor, corrosion-resistant, short life；(4) fill the increase construction period of thermal insulation concrete using cast-in-place mode, pollute environment, water resource waste；(5) using polyphenyl and rock wool material do implant mode material is easily aging, corrosion-resistant, not environmentally, partly inflammable have potential safety hazard；(6) light steel frame system is generally coated on steel construction surfaces externally and internally the sheet material playing maintenance and function of heat insulation, using the steel large usage quantity of this structure, sheet material is thicker, considerably increases the thickness of body of wall, decrease the actually used area in house, cause the waste in soil；(7) light-duty steel construction house of light steel close purlin structural system is very slim, intensive, causes processing and working procedure excessive, and long construction period causes artificial and waste of time.3rd, container house is exactly the house with container repacking, and advantage is: batch production degree is high, disposably can complete in factory the integral manufacturing in house, overall fit up, can whole Transporting, it is possible to achieve the advantages of directly move in of dispatching from the factory.Weak point is to be restricted by traffic condition, the size of single house length is all restricted, more crowded than narrow using limited space, house type general layout, profile is relatively single simultaneously, heat preservation and heat insulation performance is poor, residence comfort be not high, can only build to use as facing.4. existing modularized house manufacturing technology, can be divided into two big class, and a class is as a building unit using single room, integrally manufactures in factory, to live recombinant, does not repeat similar to container house, therefore advantage and deficiency；Another kind of is composition building structure and several key elements of main body: beam, post, wallboard, floor, roofing, floor are prefabricated in the factory into building block separately as a building unit or the factor combination of two kinds therein and above energy collective effect, adjacent contact for a building unit, and house is built at scene by way of quick-assembling.This class technology have using reinforced concrete structure module, also have using steel structure module.Its advantage is: batch production degree is high, and factory work proportion basically reaches more than 80%；Structure precision is high, site operation error is little, anti-seismic performance is good；Little or no wet trade；Live material specification is few, construction is simple, reduce pollution and waste；Combination is flexible, moulding is changeable, aesthetic in appearance.Due to prior art having differences in production and construction, respective weak point is also different；(1) the module production process of reinforced concrete structure pours shaping using mould, the mode that field combinations connect mostly is grafting and is fixed with concrete cementation of fissures maintenance, therefore not enough place is that Original equipment puts into greatly, material poor thermal insulation property itself, thermal energy consumption is high, needs to increase time and the cost of the secondary construction of energy-conservation；Scene is not fee from wet trade；Material is heavy, and the mechanical work that component grafting fixation procedure expends and time cost are many；The making of many built-in fitting suspension members etc. or the process installed again in concrete structure waste time and energy；(2) the most important place also the most easily deficiency of steel structure modularization building is to process problem, the problem of cold bridge and the fireproof problem that component connects.The treatment of details of each problem is improper can cause the repetition of operation or increase, the prolongation of duration, the durability of structure reduce and potential safety hazard generation.
Content of the invention
It is an object of the invention to provide a kind of house with three-dimensional light steel frame composite plate module assembled and its method of construction, this house is applied to non-seismic region and antidetonation area, the house number of plies within four layers, the service life civil buildings of more than 50 years, and it is applied to the temporary building higher to comfort level and appearance requirement and removable shifting building.This house is the power saving taking into full account building block on the basis of modularized house builds concept, processing problems, connection in transportation problem and construction, convenient and integrity problem, the process problem of cold bridge and the fire prevention of module itself, each details such as power saving, thus what a kind of employing present invention being evolved was created, the same lightweight insulating concrete of three-dimensional light steel frame that special cold-rolled forming section is combined into, what packing material and finishing material were composited in foam cement etc. has structure stress, the building block picture of the multi-functional such as insulation and maintenance plays with building blocks and seemingly obtains the building system that quick assembled type builds room, thus building higher industrialization degree, less construction link, construction speed faster, more firm structure connects, thoroughly prevent cold bridge, lower comprehensive cost, more flexible spatial organization；This house is specifically a kind of to integrate antidetonation, Anti-Typhoon, energy-conservation, fire prevention, sound insulation, durable, comfortable, attractive in appearance, economic civil universality building.
For achieving the above object, the following technical scheme of present invention offer:
A kind of house with three-dimensional light steel frame composite plate module assembled, including three-dimensional light steel frame composite foundation plate, roof, and is located at least one of which room body between three-dimensional light steel frame composite foundation plate and roof；Each layer of room body all includes several piece open-minded angle-style solid light steel frame combined wall board and the three-dimensional light steel frame combined wall board of several piece perpendicular type, is bolted together between the several piece open-minded angle-style solid light steel frame combined wall board of same layer and the three-dimensional light steel frame combined wall board of several piece perpendicular type by the way of diagonal connection, the connection of t type and cross connection；The several piece of bottom room body open-minded angle-style solid light steel frame combined wall board and several piece perpendicular type solid light steel frame combined wall board are arranged on three-dimensional light steel frame composite foundation plate；It is provided with three-dimensional light steel frame composite floor board between adjacent two-layer room body, and at least one side rib of every piece of three-dimensional light steel frame composite floor board is fixed on one piece of open-minded angle-style solid light steel frame combined wall board, other side ribs are overlapped on perpendicular type solid light steel frame combined wall board and are connected with adjacent three-dimensional light steel frame composite floor board or are fixed on another piece of open-minded angle-style solid light steel frame combined wall board；Described roof includes three-dimensional light steel frame and is combined gable roof truss plate, shaped steel beams and three-dimensional light steel frame composite roof board, wherein, the base rib that three-dimensional light steel frame is combined gable roof truss plate is connected on the open-minded angle-style solid light steel frame combined wall board of top layer room body, shaped steel beams are connected to adjacent two pieces three-dimensional light steel frames and are combined between gable roof truss plate, the upper end of described solid light steel frame composite roof board is connected in shaped steel beams, both sides are overlapped on three-dimensional light steel frame and are combined on gable roof truss plate, lower end is connected on the open-minded angle-style solid light steel frame combined wall board of top layer room body.
As the further scheme of the present invention: the vertical edges rib of described open-minded angle-style solid light steel frame combined wall board and top margin rib are using special-shaped l shaped steel；Three-dimensional light steel frame is combined the lower boom of gable roof truss plate using special-shaped l shaped steel；Special-shaped l shaped steel has bolt hole in advance.
As the further scheme of the present invention: described solid light steel frame composite foundation plate, including grade slab rectangular frame, it is distributed some first auxiliary ribs inside grade slab rectangular frame in length and breadth, welds the first ribs inside the corner of grade slab rectangular frame；It is welded with the first reinforced mesh in the first auxiliary rib lower edge, and the first reinforced mesh is connected as an entirety with surrounding's spot welding of grade slab rectangular frame；In the both sides casting concrete of the first reinforced mesh, form the first supporting course；In the range of plane edge on the first auxiliary rib from the first supporting course, filling-foam cement is as sound-insulating layer; sound-insulating layer is pasted with glass fiber reticular cloth and uses high-intensity anti-cracking mortar floating as protective layer, on protective layer with self-leveling cement further levelling as finish coat；Wrap up in the corner lateral surface hot-dip galvanizing sheet steel of grade slab rectangular frame；It is provided with hot-galvanized steel seat in the tetrapod of grade slab rectangular frame；Bolt hole is had in advance on described grade slab rectangular frame.
As the further scheme of the present invention: described open-minded angle-style solid light steel frame combined wall board, including open-minded angle-style rectangular frame；On open-minded angle-style rectangular frame inner vertical direction, distribution some first ribs of setting, it is reserved with the first door-window opening between the first ribs；On open-minded angle-style rectangular frame inner horizontal direction, distribution some first ribbed stiffeners of setting；It is provided with the first support stiffener in the junction of the corner of open-minded angle-style rectangular frame and open-minded angle-style rectangular frame and the first ribs；Weld the second reinforced mesh inside and outside the first support stiffener, and the second reinforced mesh is connected as an entirety with surrounding's spot welding of open-minded angle-style rectangular frame；Inorganic heat preservation concrete or foam cement is adopted to fill as body of wall sound-insulating layer inside open-minded angle-style rectangular frame, pre-buried line box and spool while sound insulation by filling heat-insulation layer；Paste towards outdoor side glass fiber reticular cloth and use high-intensity anti-cracking mortar floating as protective layer in open-minded angle-style solid light steel frame combined wall board, protective layer external self-leveling cement further levelling as finish coat.
As the further scheme of the present invention: described perpendicular type solid light steel frame combined wall board includes perpendicular type rectangular frame, on perpendicular type rectangular frame inner vertical direction, distribution some second ribs of setting, are reserved with the second door-window opening between the second ribs；On perpendicular type rectangular frame inner horizontal direction, distribution some second ribbed stiffeners of setting；It is provided with the second support stiffener in the junction of the corner of perpendicular type rectangular frame and perpendicular type rectangular frame and the second ribs；Support second and inside and outside stiffener, weld the 3rd reinforced mesh, and the 3rd reinforced mesh is connected as an entirety with surrounding's spot welding of perpendicular type rectangular frame；The side puller bolt hole of the vertical edges rib of described perpendicular type rectangular frame in inner side embedded nut；Inorganic heat preservation concrete or foam cement is adopted to fill as body of wall sound-insulating layer inside perpendicular type rectangular frame, pre-buried line box and spool while sound insulation by filling heat-insulation layer.
As the further scheme of the present invention: described solid light steel frame composite floor board, including floor plates rectangular frame, in rib longer while as main rib, inside floor plates rectangular frame, perpendicular to main rib direction, parallel being uniformly distributed arranges some second auxiliary ribs, and second auxiliary rib two ends insert in the opening of floor plates rectangular frame, and be welded into entirety with the inwall of floor plates rectangular frame；It is welded with the second ribs at the corner of floor plates rectangular frame, is welded with the 4th reinforced mesh in the second auxiliary rib lower edge, and the 4th reinforced mesh is connected as an entirety with surrounding's spot welding of floor plates rectangular frame；In the peripheral side puller bolt hole of floor plates rectangular frame and in inner side embedded nut；Pour foam cement in the range of-mm inside floor plates rectangular frame bottom-up, form the second supporting course；In the range of plane edge on the second auxiliary rib from the second supporting course, filling-foam cement is as sound-insulating layer; sound-insulating layer is pasted with glass fiber reticular cloth and uses high-intensity anti-cracking mortar floating as protective layer, on protective layer with self-leveling cement further levelling as finish coat.
As the further scheme of the present invention: described solid light steel frame is combined gable roof truss plate, including triangle or ladder-shaped frame, erect web member and diagonal web member in triangle or ladder-shaped frame interior welds；It is provided with double-deck 5th reinforced mesh in triangle or ladder-shaped frame, and the 5th reinforced mesh is connected as an entirety with surrounding's spot welding of triangle or ladder-shaped frame；In triangle or the internal filling-foam cement of ladder-shaped frame as sound-insulating layer；Be combined gable roof truss plate in three-dimensional light steel frame to paste towards outdoor side glass fiber reticular cloth and use high-intensity anti-cracking mortar floating as protective layer, protective layer external self-leveling cement further levelling as finish coat；On the compound gable roof truss plate of three-dimensional light steel frame is towards the roof truss surface of indoor side, two pieces of parallel open pore steel plates of welding are as connection hanging piece.
As the further scheme of the present invention: described shaped steel beams, including web, upper side wing and bottom flap, and web is welded in the middle part of bottom flap, and upper side wing is welded in the middle part of web；Described web is one piece has the steel plate of bolt hole, and upper side wing is two blocks of steel plates tilting according to the slope of roof, and bottom flap is one block of u-shaped steel.
As the further scheme of the present invention: described solid light steel frame composite roof board, including roofing plate framework, the top rib of described roofing plate framework adopts punched steel plate, puller bolt hole on punched steel plate；It is distributed some 3rd auxiliary ribs in length and breadth in roofing plate framework, socket also by the 3rd ribbed stiffener between 3rd auxiliary rib and roofing plate framework, weld the 6th reinforced mesh in the 3rd ribbed stiffener lower edge, and the 6th reinforced mesh is connected as an entirety with surrounding's spot welding of roofing plate framework；With open-minded angle-style solid light steel frame combined wall board lap-joint roof boarding framework bottom on be welded with bottom support connection hanging piece, bottom support connection hanging piece on puller bolt hole；In roof boarding lower portion filling-foam cement as sound-insulating layer；Paste towards outdoor side glass fiber reticular cloth in three-dimensional light steel frame composite roof board and use high-intensity anti-cracking mortar floating as protective layer, protective layer external self-leveling cement further levelling as finish coat.
A kind of method of construction in the described house with three-dimensional light steel frame composite plate module assembled, concretely comprises the following steps:
The first step: three-dimensional light steel frame composite foundation plate, angle-style of slitting solid light steel frame combined wall board, perpendicular type solid light steel frame combined wall board, three-dimensional light steel frame composite floor board, three-dimensional light steel frame are combined gable roof truss plate, shaped steel beams and three-dimensional light steel frame composite roof board and machine in inside plants；
Second step: three-dimensional light steel frame composite foundation plate is arranged on the vacant lot needing to build a house；
3rd step: from the beginning of one jiao of house, linked together with three row two row high-strength bolt using the complementary diagonal connected mode of breach by two pieces of open-minded angle-style solid light steel frame combined wall boards；Sequentially it is assemblied to form the flood general layout in ground floor house further according to house type figure by open-minded angle-style solid light steel frame combined wall board and perpendicular type solid light steel frame combined wall board one by one by the way of the connection of t type or cross connection；Thus define two plate one post and the common stress system of three plate one post at all plates splicing position；
4th step: and then three-dimensional light steel frame composite floor board is sequentially overlapped on open-minded angle-style solid light steel frame combined wall board and the upper surface of perpendicular type solid light steel frame combined wall board, and three-dimensional light steel frame composite floor board is fixed with open-minded angle-style solid light steel frame combined wall board by the side rib bolt of angle-style solid light steel frame combined wall board side of slitting, three-dimensional light steel frame composite floor board is ridden over the side rib on perpendicular type solid light steel frame combined wall board be bolted with adjacent three-dimensional light steel frame composite floor board, thus all solid light steel frame composite floor boards are all connected as an overall floor face, whole building floor face is detained again and is embedded in outside surrounding within the walls and becomes complete structure with surrounding exterior wall close-coupled simultaneously；
5th step: be repeated in nature the 3rd step and the 4th step for several times；
6th step: repeat the 3rd step；
7th step: three-dimensional light steel frame is combined gable roof truss plate bottom and supports connection hanging piece to be fixed on open-minded angle-style solid light steel frame combined wall board by bottom, then with deformed steel girder, adjacent two pieces three-dimensional light steel frames are combined gable roof truss plate to connect and reinforce, again three-dimensional light steel frame composite roof board two ends are overlapped on the top boom surface that both sides solid light steel frame is combined gable roof truss plate, and solid light steel frame composite roof board top is overlapped on the upper side wing of shaped steel beams, and be bolted with shaped steel beams, so far whole house combination finishes.
Compared with prior art, the invention has the beneficial effects as follows:
Present invention greatly simplifies working procedure, reduce difficulty of construction, construction worker without professional skill can quick left-hand seat, improve speed of application, traditional architecture thing construction period by becoming year, the moon with day, hour as unit of account；The module high precision of factorial praluction, the structural failure in institute's construction house is within several millimeters, each part is completely embedded, seaming, superposition, insert embedding, support each other, the key position on three directions of x, y, z axle has fixing point, makes house become firm organic whole；Bolt by the way of breach is complementary or mismatch is engaged between module and module and fix so that seam is changed into not penetrating seam, effectively prevent cold bridge phenomenon；Steel surface high-intensity anti-cracking mortar and finish coat all cover, and have thoroughly protected steel and have enhanced heat insulation effect, that is, the life-span extending building reduces the energy consumption of building again；Structure and maintenance materials being combined together, decreases the thickness of body of wall, thus decreasing body of wall floor space, increasing house utilization rate；In building block, steel are all through galvanizing preservative treatment, the process of processing welding all completes in factory and carries out professionally preservative treatment to weld seam, all bolt operations in main body assembling process at the scene, only finish after plate bottom and basic built-in fitting welding in house combination, destruction and the structural deformation causing and the error of the anticorrosive coat to agent structure for the job site weld job are evaded completely, thus ensure that the speed of construction, and the steel construction service life of main body can reach 70 years；Unit weight 350kg/m3Foam cement or light inorganic heat preserving concrete, for the thermal insulation packing layer in building block, its heat conductivity be 0.065w/ (m2·k)-0.075w/(m2K) between, it is 1st/12nd of ordinary red brick, thus calculate: 18 centimeters of thick exterior wall module heat insulating effect are equal to 2.1 meters of brick wall, and thermal insulation concrete has good heat storage performance, the house indoor therefore building up is cool in summer and warm in winter, the comfort level lived greatly improves, and the service life of inorganic heat preservation concrete material can reach more than 50 years simultaneously；House assembling is by the way of bolt, therefore this house can easily be dismantled on the premise of the structure not destroying module, migrates and rebuild, so in the house's vives, the unnecessary waste of resource will not be caused because of the external factor such as remove, can achieve 100% recycling；House is built using the program, internal room-size, general layout, outside moulding, decoration can combination in any, flexible and changeable, practicality and aesthetic property greatly improve.
Brief description
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the structural representation of neutral body light steel frame composite foundation plate of the present invention；
Fig. 3 is the j-j of Fig. 2 to sectional view；
Fig. 4 is the cross sectional shape schematic diagram of special-shaped l shaped steel in the present invention；
Fig. 5 is the structural representation of open-minded angle-style solid light steel frame combined wall board in the present invention；
Fig. 6 is the a-a of Fig. 5 to sectional view；
Fig. 7 is the b-b of Fig. 5 to sectional view；
Fig. 8 is the structural representation of perpendicular type solid light steel frame combined wall board in the present invention；
Fig. 9 is the c-c of Fig. 8 to sectional view；
Figure 10 is the d-d of Fig. 8 to sectional view；
Figure 11 is the structural representation of neutral body light steel frame composite floor board of the present invention；
Figure 12 is the e-e of Figure 11 to sectional view；
Figure 13 is the f-f of Figure 11 to sectional view；
Figure 14 is the structural representation that neutral body light steel frame of the present invention is combined gable roof truss plate；
Figure 15 is the g-g of Figure 14 to sectional view；
Figure 16 is the structural representation of shaped steel beams in the present invention；
Figure 17 is the side view of Figure 16；
Figure 18 is the structural representation of neutral body light steel frame composite roof board of the present invention；
Figure 19 is the i-i of Figure 18 to sectional view；
Figure 20 is the planar structure schematic diagram that in the present invention, two pieces of open-minded angle-style solid light steel frame combined wall boards do diagonal connection during exterior wall；
Figure 21 is that in the present invention, two pieces of open-minded angle-style solid light steel frame combined wall boards do exterior wall and one piece of perpendicular type solid light steel frame combined wall board does the planar structure schematic diagram that t type during interior wall connects；
Figure 22 is two pieces of open-minded angle-style solid light steel frame combined wall boards and two pieces of perpendicular type solid light steel frame combined wall board all planar structure schematic diagrams as cross connection during interior wall in the present invention；
Figure 23 is the facade structures schematic diagram that neutral body light steel frame composite floor board of the present invention and the open-minded angle-style solid light steel frame combined wall board as exterior wall connect, and the structural representation that two layers of Side fascia and floor connect；
Figure 24 is the planar structure schematic diagram that neutral body light steel frame composite floor board of the present invention and the open-minded angle-style solid light steel frame combined wall board as exterior wall connect, and the structural representation that two layers of Side fascia and floor connect；
Figure 25 is that in the present invention, two pieces of adjacent three-dimensional light steel frame composite floor boards are connected with each other and are overlapped on the facade structures schematic diagram on lining；
Figure 26 is the interconnective planar structure schematic diagram of polylith adjacent cube light steel frame composite floor board in the present invention；
Figure 27 is that neutral body light steel frame of the present invention is combined the facade structures schematic diagram that gable roof truss plate and the open-minded angle-style solid light steel frame combined wall board as exterior wall connect；
Figure 28 is that neutral body light steel frame of the present invention is combined the structural representation that gable roof truss plate and special shaped steel beams connect；
Figure 29 is the facade structures schematic diagram that neutral body light steel frame composite roof board of the present invention is overlapped in special shaped steel beams and connects each other；
Figure 30 is that neutral body light steel frame composite roof board of the present invention is overlapped on as on the open-minded angle-style solid light steel frame combined wall board of exterior wall and the facade structures schematic diagram that is attached thereto；
In figure: 1- roof, 10- room body, 100- abnormity l shaped steel, 101- bolt hole, 102- sound-insulating layer, 103- protective layer, 104- finish coat, 105- nut；
2- solid light steel frame composite foundation plate, 21- grade slab rectangular frame, the auxiliary rib of 22- first, 23- first ribs, 24- first reinforced mesh, 25- the first supporting course 25,26- hot-dip galvanizing sheet steel, 27- hot-galvanized steel seat；
3- open-minded angle-style solid light steel frame combined wall board, the open-minded angle-style rectangular frame of 31-, 32- the first ribs 32,33- first door-window opening, 34- first ribbed stiffener, 35- first support stiffener, 36- second reinforced mesh；
4- perpendicular type solid light steel frame combined wall board, 41- perpendicular type rectangular frame, 42- the second ribs 42,43- second door-window opening, 44- second ribbed stiffener, 45- second support stiffener, 46- the 3rd reinforced mesh；
5- solid light steel frame composite floor board, 51- floor plates rectangular frame 51, the auxiliary rib 52 of 52- second, 53- second ribs, 54- the 4th reinforced mesh；
6- solid light steel frame is combined gable roof truss plate, 61- triangle or ladder-shaped frame, 62- and erects web member, 63- diagonal web member, 64- the 5th reinforced mesh, 65- connection hanging piece；
7- shaped steel beams, 71- web, the upper side wing of 72-, 73- bottom flap；
8- solid light steel frame composite roof board, 81- roofing plate framework, 811- punched steel plate, the auxiliary rib of 82- the 3rd, 83- the 3rd ribbed stiffener, 84- the 6th reinforced mesh, 85- bottom support connection hanging piece.
Specific embodiment
With reference to specific embodiment, the technical scheme of this patent is described in more detail.
Refer to Fig. 1-30, a kind of house with three-dimensional light steel frame composite plate module assembled, including three-dimensional light steel frame composite foundation plate 2, roof 1, and be located at least one of which room body 10 between three-dimensional light steel frame composite foundation plate 2 and roof 1；Each layer of room body 10 all includes several piece open-minded angle-style solid light steel frame combined wall board 3 and several piece perpendicular type solid light steel frame combined wall board 4, the vertical edges rib of open-minded angle-style solid light steel frame combined wall board 3 and top margin rib, using abnormal shape l shaped steel 100, are bolted together between the several piece open-minded angle-style solid light steel frame combined wall board 3 of same layer and several piece perpendicular type solid light steel frame combined wall board 4 by the way of diagonal connection, the connection of t type and cross connection；The several piece of bottom room body open-minded angle-style solid light steel frame combined wall board 3 and several piece perpendicular type solid light steel frame combined wall board 4 are arranged on three-dimensional light steel frame composite foundation plate 2；It is provided with three-dimensional light steel frame composite floor board 5 between adjacent two-layer room body, and leave bolt hole on three-dimensional light steel frame composite floor board 5 frame and inner side is embedded with nut, at least one side rib of every piece of three-dimensional light steel frame composite floor board 5 is fixed on one piece of open-minded angle-style solid light steel frame combined wall board 3, and other side ribs are overlapped on perpendicular type solid light steel frame combined wall board 4 and are connected with adjacent three-dimensional light steel frame composite floor board 5 or are fixed on another piece of open-minded angle-style solid light steel frame combined wall board 3；Described roof 1 includes three-dimensional light steel frame and is combined gable roof truss plate 6, shaped steel beams 7 and three-dimensional light steel frame composite roof board 8, wherein, three-dimensional light steel frame is combined the lower boom of gable roof truss plate 6 using special-shaped l shaped steel 100, and be bolted on the open-minded angle-style solid light steel frame combined wall board 3 of top layer room body, shaped steel beams 7 are bolted and are combined on the prefabricated punching connecting plate on gable roof truss plate 6 in adjacent two pieces three-dimensional light steel frames, the upper end of three-dimensional light steel frame composite roof board 8 is bolted in shaped steel beams 7, both sides are overlapped on three-dimensional light steel frame and are combined on gable roof truss plate 6, lower end is connected on the open-minded angle-style solid light steel frame combined wall board 3 of top layer room body by the preformed hole of ∧ shape shaped steel additional rib.
Refer to Fig. 2, in the present invention, described abnormity l shaped steel 100 is the art of this patent original creation, is exclusively used in a kind of high-precision cold roll forming shaped steel of the designed special cross-section shape of module processing in this invention, it is the main material of the frame being combined gable roof truss plate 6 as open-minded angle-style solid light steel frame combined wall board 3 and three-dimensional light steel frame, it is the special innovative design in place for some shortcomings in traditional steel construction, according to its cross sectional shape feature, it is defined as special-shaped l shaped steel.Its advantage is: the frame being combined gable roof truss plate 6 as open-minded angle-style solid light steel frame combined wall board 3 and three-dimensional light steel frame forces the t type of the complementary level connection joint of the complementary diagonal connection of formation breach, breach and an embedding perpendicular type solid light steel-frame structure combined wall board 4 of two unfilled corner interpolations when being connected between plate and plate to connect, thus improving compactness and the degree of accuracy of structure, simultaneously adjacent side rib connection is combined and can be increased structural strength and stress section, improves load and the fastness of structure；Using special-shaped l shaped steel 100 as side rib, make interplate connect form that breach mutually compensates for, unfilled corner covers the mode at right angle, therefore plate stitch is penetrating, has effectively completely cut off passing through of heat and air, thus perfection solves the problems, such as cold bridge, greatly promote the whole energy performance in house；Special-shaped l shaped steel 100 is because of the feature of its special cross-section shape, connect combination between module to be greatly simplified, assembling is very convenient, can be while meeting above-mentioned functions, save the prefabricated connection hanging piece of a lot of needs and Accessory Members aborning, thus greatly reducing the cost of raw material.
Refer to Fig. 3-4, in the present invention, described solid light steel frame composite foundation plate 2, including grade slab rectangular frame 21, the surrounding rib of described grade slab rectangular frame 21 is all using H type galvanizing shaped steel, the broadside rib of grade slab rectangular frame 21 is embedded into inside the rib of long side, and contact site carries out full weld, and weld is done with cold galvanizing preservative treatment；It is distributed some first auxiliary ribs 22 in length and breadth inside grade slab rectangular frame 21, first auxiliary rib 22 adopts c150 shaped steel, the first ribs 23 is welded inside the corner of grade slab rectangular frame 21, first ribs 23 adopts c154 shaped steel, and does cold galvanizing preservative treatment to the first auxiliary rib 22, the first ribs 23 and the weld of grade slab rectangular frame 21；It is welded with, in the first auxiliary rib 22 lower edge, the first reinforced mesh 24 that specification is φ 5@100, and the first reinforced mesh 24 is connected as an entirety with surrounding's spot welding of grade slab rectangular frame 21；In the both sides casting concrete of the first reinforced mesh 24, form the first supporting course 25 that thickness is 40mm；From the first supporting course 25, plane fills low-density foam cement as sound-insulating layer 102 in the range of edge on the first auxiliary rib 22; sound-insulating layer 102 is pasted with glass fiber reticular cloth and uses high-intensity anti-cracking mortar floating as protective layer 103, on protective layer 103 with self-leveling cement further levelling as finish coat 104；The every square meter of this three-dimensional light steel frame composite foundation plate 2 is conducted oneself with dignity 80 kilograms about, load 4kn/m2It is achieved that lightweight, high-strength, sound insulation, fireproof characteristic；Wrap up in the hot-dip galvanizing sheet steel 26 that the corner lateral surface thickness of grade slab rectangular frame 21 is 10mm；It is provided with hot-galvanized steel seat 27 in the tetrapod of grade slab rectangular frame 21；Bolt hole 101 is had in advance, for being connected with wallboard on described grade slab rectangular frame 21.
Refer to Fig. 5-7, in the present invention, described open-minded angle-style solid light steel frame combined wall board 3, including open-minded angle-style rectangular frame 31, the base rib of described open-minded angle-style rectangular frame 31 adopts c shaped steel, the vertical edges rib of open-minded angle-style rectangular frame 31 and top margin rib using special-shaped l shaped steel 100；On open-minded angle-style rectangular frame 31 inner vertical direction, piece first ribs 32 are set at interval of 800-1000mm, the first ribs 32 adopt c shaped steel, are reserved with the first door-window opening 33 between the first ribs 32；On open-minded angle-style rectangular frame 31 inner horizontal direction, piece first ribbed stiffener 34 is set at interval of 800-1000mm, the first ribbed stiffener 34 adopts c100 shaped steel；It is provided with the first support stiffener 35 in the junction of the corner of open-minded angle-style rectangular frame 31 and open-minded angle-style rectangular frame 31 and the first ribs 32, the first support stiffener 35 adopts triangular steel plate；Support welding specification inside and outside stiffener 35 to be second reinforced mesh 36 of φ 3@200 first, and the second reinforced mesh 36 is connected as an entirety with surrounding's spot welding of open-minded angle-style rectangular frame 31；Special-shaped l shaped steel 100 has bolt hole 101 in advance, this bolt hole 101 angle-style solid light steel frame combined wall board 3 that is used for slitting is attached with other wallboards, floor plates, gable board and/or roof boarding, combine with the vertical edges rib of other wallboards as the special-shaped l shaped steel 100 of vertical edges rib, the effect of shared column, forms the structural grouping form of two plate one post；Special-shaped l shaped steel 100 as top margin rib is attached with floor plates, gable board, roof boarding；Between the top margin rib and base rib of open-minded angle-style solid light steel frame combined wall board 3, because there are vertical first ribs 32 and the first support reinforcing rib 35 in inside, so that the angle-style solid light steel frame combined wall board 3 that entirely slits forms one from base rib to the girder frame structure of top margin rib, therefore this open-minded angle-style solid light steel frame combined wall board 3 has high bearing capacity in vertical direction, it can replace steel beam action, and uses as load bearing wall；Inorganic heat preservation concrete or foam cement is adopted to fill as body of wall sound-insulating layer 102 inside open-minded angle-style rectangular frame, pre-buried line box and spool while sound insulation by filling heat-insulation layer 102；Paste towards outdoor side glass fiber reticular cloth and use high-intensity anti-cracking mortar floating as protective layer 103 in open-minded angle-style solid light steel frame combined wall board 3, protective layer 103 external self-leveling cement further levelling as finish coat 104.Open-minded angle-style solid light steel frame combined wall board 3 uses usually as exterior wall, individual other when using as interior wall its plate face do not need to do protective layer 103 and finish coat 104.
Refer to Fig. 8-10, in the present invention, described perpendicular type solid light steel frame combined wall board 4 includes perpendicular type rectangular frame 41, and the surrounding rib of described perpendicular type rectangular frame 41 is all using c shaped steel；On perpendicular type rectangular frame 41 inner vertical direction, piece second ribs 42 are set at interval of 800-1000mm, the second ribs 42 adopt c shaped steel, are reserved with the second door-window opening 43 between the second ribs 42；On perpendicular type rectangular frame 41 inner horizontal direction, piece second ribbed stiffener 44 is set at interval of 800-1000mm, the second ribbed stiffener 44 adopts c100 shaped steel；It is provided with the second support stiffener 45 in the junction of the corner of perpendicular type rectangular frame 41 and perpendicular type rectangular frame 41 and the second ribs 42, the second support stiffener 45 adopts triangular steel plate；Support welding specification inside and outside stiffener 45 to be the 3rd reinforced mesh 46 of φ 3@200 second, and the 3rd reinforced mesh 46 is connected as an entirety with surrounding's spot welding of perpendicular type rectangular frame；The side puller bolt hole of the vertical edges rib of described perpendicular type rectangular frame 41 in inner side embedded nut 105, nut 105 is used for the connection between wallboard；Between the top margin rib and base rib of perpendicular type solid light steel frame combined wall board 4, because there are the second ribs 42 and the second support stiffener 45 in inside, so that whole perpendicular type solid light steel frame combined wall board 4 forms one from base rib to the girder frame structure of top margin rib, therefore this wallboard has high bearing capacity in vertical direction and can replace girder steel and do load bearing wall and use；Inorganic heat preservation concrete or foam cement is adopted to fill as body of wall sound-insulating layer 102 inside perpendicular type rectangular frame, pre-buried line box and spool while sound insulation by filling heat-insulation layer 102；Perpendicular type solid light steel frame combined wall board 4 uses usually as interior wall.
Refer to Figure 11-13, in the present invention, described solid light steel frame composite floor board 5, including floor plates rectangular frame 51, the surrounding rib of described floor plates rectangular frame 51, all using c shaped steel, as main rib while longer in rib, can be considered time beam action in traditional architecture；Inside floor plates rectangular frame 51, perpendicular to main rib direction, parallel being uniformly distributed arranges some second auxiliary ribs 52, second auxiliary rib 52 adopts c100 shaped steel, and the second auxiliary rib 52 two ends are inserted in the opening of floor plates rectangular frame 51, and is welded into entirety with the inwall of floor plates rectangular frame 51；It is welded with the second ribs 53 at the corner of floor plates rectangular frame 51, the second ribs 53 adopts c100 shaped steel；It is welded with, in the second auxiliary rib 52 lower edge, the 4th reinforced mesh 54 that specification is φ 5@100, and the 4th reinforced mesh 54 is connected as an entirety with surrounding's spot welding of floor plates rectangular frame 51；In the peripheral side puller bolt hole of floor plates rectangular frame 51 and in inner side embedded nut 105, this nut 105 is used for the connection between connection or floor and the floor and open-minded angle-style solid light steel frame combined wall board 3 between；Pour unit weight in 600-700kg/m inside floor plates rectangular frame 51 in the range of 45-55mm bottom-up3High intensity foam cement, formed the second supporting course 55；From the second supporting course 51, plane fills low-density foam cement as sound-insulating layer 102 in the range of edge on the second auxiliary rib 52; sound-insulating layer 102 is pasted with glass fiber reticular cloth and uses high-intensity anti-cracking mortar floating as protective layer 103, on protective layer 103 with self-leveling cement further levelling as finish coat 104.The every square meter of this three-dimensional light steel frame composite floor board 5 is conducted oneself with dignity 80 kilograms about, load 4kn/m2It is achieved that lightweight, high-strength, sound insulation, fireproof characteristic.
Refer to Figure 14-15, in the present invention, described solid light steel frame is combined gable roof truss plate 6 and includes triangle or ladder-shaped frame 61, and using special-shaped l shaped steel 100, top boom adopts c shaped steel to the lower boom of described triangle or ladder-shaped frame 61；Erect web member 62 and diagonal web member 63 in triangle or ladder-shaped frame 61 interior welds, perpendicular web member 62 and diagonal web member 63 are all using c100 shaped steel；It is provided with the 5th reinforced mesh 64 that dual gauge is φ 3@200 in triangle or ladder-shaped frame 61, and the 5th reinforced mesh 64 is connected as an entirety with surrounding's spot welding of triangle or ladder-shaped frame 61；Puller bolt hole 101 on special-shaped l shaped steel 100, for the connection between open-minded angle-style solid light steel frame combined wall board 3；Fill low-density foam cement as sound-insulating layer 102 inside triangle or ladder-shaped frame 61；Be combined gable roof truss plate 6 in three-dimensional light steel frame to paste towards outdoor side glass fiber reticular cloth and use high-intensity anti-cracking mortar floating as protective layer 103, protective layer 103 external self-leveling cement further levelling as finish coat 104；Weld two pieces of parallel open pore steel plates as connection hanging piece 65 on the compound gable roof truss plate 6 of three-dimensional light steel frame is towards the roof truss surface of indoor side, for connecting with deformed steel girder 7.
Refer to Figure 16-17, in the present invention, described shaped steel beams 7, including web 71, upper side wing 72 and bottom flap 73, and web 71 is welded in the middle part of bottom flap 73, and upper side wing 72 is welded in the middle part of web 71；Described web 71 is one block of steel plate having a bolt hole 101, and upper side wing 72 is two blocks of steel plates tilting according to the slope of roof, and bottom flap 73 is one block of u-shaped steel；The bolt hole 101 on web 71 between upper side wing 72 and bottom flap 73 is used for the prefabricated connection hanging piece 65 being connected on the compound gable roof truss plate 6 of both sides solid light steel frame；Bolt hole 101 on the web 71 of upper side wing 72 upside is used for and three-dimensional light steel frame composite roof board 8 is attached.
Refer to Figure 18-19, in the present invention, described solid light steel frame composite roof board 8, including roofing plate framework 81, the top rib of described roofing plate framework 81 adopts punched steel plate 811, puller bolt hole 101 on punched steel plate 811, this bolt hole 101 is used for being connected with deformed steel girder 7, and the side rib of roofing plate framework 81 and base rib adopt c shaped steel；It is distributed some three auxiliary ribs 82 in length and breadth in roofing plate framework, the 3rd auxiliary rib 82 adopts c100 shaped steel, sockets also by the 3rd ribbed stiffener 83 between the 3rd auxiliary rib 82 and roofing plate framework 81, the 3rd ribbed stiffener 83 adopts u-shaped steel；Weld, in the 3rd ribbed stiffener 83 lower edge, the 6th reinforced mesh 84 that specification is φ 3 200, and the 6th reinforced mesh 84 is connected as an entirety with surrounding's spot welding of roofing plate framework 81；With open-minded angle-style solid light steel frame combined wall board 3 lap-joint roof boarding framework bottom 81 on be welded with a ∧ shape shaped steel as bottom support connection hanging piece 85, bottom supports puller bolt hole 101 on connection hanging piece 85, and this bolt hole 101 is used for and Side fascia is connected；Fill low-density foam cement in roof boarding lower portion as sound-insulating layer 102；Paste towards outdoor side glass fiber reticular cloth in three-dimensional light steel frame composite roof board 8 and use high-intensity anti-cracking mortar floating as protective layer 103, protective layer 103 external self-leveling cement further levelling as finish coat 104.
A kind of method of construction in the house with three-dimensional light steel frame composite plate module assembled, concretely comprises the following steps:
(1) three-dimensional light steel frame composite foundation plate 2, angle-style of slitting solid light steel frame combined wall board 3, perpendicular type solid light steel frame combined wall board 4, three-dimensional light steel frame composite floor board 5, three-dimensional light steel frame are combined gable roof truss plate 6, shaped steel beams 7 and three-dimensional light steel frame composite roof board 8 and machine in inside plants；
(2) three-dimensional light steel frame composite foundation plate 2 is arranged on the vacant lot needing to build a house；
(3) from the beginning of one jiao of house, linked together with three row two row high-strength bolt using the complementary diagonal connected mode of breach by two pieces of open-minded angle-style solid light steel frame combined wall boards 3；Sequentially it is assemblied to form the flood general layout in ground floor house further according to house type figure by open-minded angle-style solid light steel frame combined wall board 3 and perpendicular type solid light steel frame combined wall board 4 one by one by the way of the connection of t type or cross connection；Thus define two plate one post and the common stress system of three plate one post at all plates splicing position；
(4) and then three-dimensional light steel frame composite floor board 5 sequentially it is overlapped on open-minded angle-style solid light steel frame combined wall board 3 and the upper surface of perpendicular type solid light steel frame combined wall board 4, and three-dimensional light steel frame composite floor board 5 is fixing with open-minded angle-style solid light steel frame combined wall board 3 by the side rib bolt of angle-style solid light steel frame combined wall board 3 side of slitting, three-dimensional light steel frame composite floor board 5 is ridden over the side rib on perpendicular type solid light steel frame combined wall board 4 be bolted with adjacent three-dimensional light steel frame composite floor board 5, thus all solid light steel frame composite floor boards 5 are all connected as an overall floor face, whole building floor face is detained again and is embedded in outside surrounding within the walls and becomes complete structure with surrounding exterior wall close-coupled simultaneously；
(5) it is repeated in nature (general 0-3 time) step (3) and step (4) for several times；
(6) repeat 1 step (3)；
(7) three-dimensional light steel frame being combined gable roof truss plate 6 bottom supports connection hanging piece 85 to be fixed on open-minded angle-style solid light steel frame combined wall board 3 by bottom, then with deformed steel girder 7, adjacent two pieces three-dimensional light steel frames are combined gable roof truss plate 6 to connect and reinforce, again three-dimensional light steel frame composite roof board 8 two ends are overlapped on the top boom surface that both sides solid light steel frame is combined gable roof truss plate 6, and solid light steel frame composite roof board 8 top is overlapped on the upper side wing 72 of shaped steel beams 7, and be bolted with shaped steel beams 7, so far whole house combination finishes.
If dispensed with step (4), step (5) and step (6), then for one storey house.
Above the better embodiment of this patent is explained in detail, but this patent is not limited to above-mentioned embodiment, in the ken that one skilled in the relevant art possesses, can also make a variety of changes on the premise of without departing from this patent objective.
Claims (10)
1. a kind of house with three-dimensional light steel frame composite plate module assembled, including three-dimensional light steel frame composite foundation plate
(2), roof (1), and it is located at least one of which between three-dimensional light steel frame composite foundation plate (2) and roof (1)
Room body (10)；It is characterized in that, each layer of room body (10) all includes open-minded angle-style solid light steel frame combined wall board (3) of several piece
The three-dimensional light steel frame combined wall board (4) with several piece perpendicular type, the several piece open-minded angle-style solid light steel frame of same layer is combined
Between wallboard (3) and several piece perpendicular type solid light steel frame combined wall board (4) using diagonal connect, t type connect and
The mode of cross connection is bolted together；The several piece of bottom room body open-minded angle-style solid light steel frame combined wall board (3) sum
Block perpendicular type solid light steel frame combined wall board (4) is arranged on three-dimensional light steel frame composite foundation plate (2)；Phase
It is provided with three-dimensional light steel frame composite floor board (5) between adjacent two-layer room body, and every piece of three-dimensional light steel frame is combined building
At least one side rib of laminate (5) is fixed on one piece of open-minded angle-style solid light steel frame combined wall board (3), other side ribs
Be overlapped on perpendicular type solid light steel frame combined wall board (4) upper and with adjacent three-dimensional light steel frame composite floor board (5)
It is connected or is fixed on another piece of open-minded angle-style solid light steel frame combined wall board (3)；Described roof (1) includes solid light
Steel-frame structure is combined gable roof truss plate (6), shaped steel beams (7) and three-dimensional light steel frame composite roof board (8), wherein,
The base rib of compound gable roof truss plate (6) of three-dimensional light steel frame is connected to the open-minded angle-style solid light steel frame of top layer room body
On combined wall board (3), shaped steel beams (7) be connected to adjacent two pieces three-dimensional light steel frames be combined gable roof truss plate (6) it
Between, the upper end of described solid light steel frame composite roof board (8) is connected in shaped steel beams (7), and both sides are overlapped on vertical
Body light steel frame is combined on gable roof truss plate (6), and the open-minded angle-style solid light steel frame that lower end is connected to top layer room body is multiple
Close on wallboard (3).
2. the house with three-dimensional light steel frame composite plate module assembled according to claim 1 is it is characterised in that institute
State the vertical edges rib of open-minded angle-style solid light steel frame combined wall board (3) and top margin rib adopts special-shaped l shaped steel (100)；Three-dimensional
Light steel frame is combined the lower boom of gable roof truss plate (6) using special-shaped l shaped steel (100)；In special-shaped l shaped steel (100)
On have bolt hole (101) in advance.
3. the house with three-dimensional light steel frame composite plate module assembled according to claim 1 and 2 it is characterised in that
Described solid light steel frame composite foundation plate (2), including grade slab rectangular frame (21), in grade slab rectangular frame (21)
Inside is distributed some first auxiliary ribs (22) in length and breadth, welds the first ribs (23) inside the corner of grade slab rectangular frame (21)；
It is welded with the first reinforced mesh (24) in the first auxiliary rib (22) lower edge, and the first reinforced mesh (24) and grade slab rectangular frame
(21) surrounding's spot welding is connected as an entirety；In the both sides casting concrete of the first reinforced mesh (24), form first and hold
Double-layer (25)；From the first supporting course (25) plane to the first auxiliary rib (22) upper along in the range of filling-foam cement as every
Sound heat-insulation layer (102), pastes with glass fiber reticular cloth and uses high-intensity anti-cracking mortar floating as guarantor on sound-insulating layer (102)
Sheath (103), on protective layer (103) with self-leveling cement further levelling as finish coat (104)；In grade slab rectangle frame
The corner lateral surface of frame (21) is wrapped up with hot-dip galvanizing sheet steel (26)；It is provided with the tetrapod of grade slab rectangular frame (21)
Hot-galvanized steel seat (27)；Bolt hole (101) is had in advance on described grade slab rectangular frame (21).
4. the house with three-dimensional light steel frame composite plate module assembled according to claim 1 and 2 it is characterised in that
Described open-minded angle-style solid light steel frame combined wall board (3), including open-minded angle-style rectangular frame (31)；In open-minded angle-style rectangular frame
(31) on inner vertical direction, distribution some first ribs (32) of setting, it is reserved between the first ribs (32)
First door-window opening (33)；On open-minded angle-style rectangular frame (31) inner horizontal direction, distribution some first ribbed stiffeners of setting
(34)；Company in the corner of open-minded angle-style rectangular frame (31) and open-minded angle-style rectangular frame (31) and the first ribs (32)
The place of connecing is provided with the first support stiffener (35)；Weld the second reinforced mesh (36) inside and outside the first support stiffener (35),
And second surrounding's spot welding of reinforced mesh (36) and open-minded angle-style rectangular frame (31) be connected as an entirety；In open-minded angle-style rectangle
Using inorganic heat preservation concrete or foam cement filling as body of wall sound-insulating layer (102) inside framework (31), filling every
Pre-buried line box and spool while sound heat-insulation layer (102)；In open-minded angle-style solid light steel frame combined wall board (3) towards outdoor
Side glass fiber reticular cloth paste and use high-intensity anti-cracking mortar floating as protective layer (103), in protective layer (103) external
Self-leveling cement further levelling as finish coat (104).
5. the house with three-dimensional light steel frame composite plate module assembled according to claim 1 and 2 it is characterised in that
Described perpendicular type solid light steel frame combined wall board (4) includes perpendicular type rectangular frame (41), in perpendicular type rectangular frame
(41) on inner vertical direction, distribution some second ribs (42) of setting, it is reserved between the second ribs (42)
Second door-window opening (43)；On perpendicular type rectangular frame (41) inner horizontal direction, distribution some second ribbed stiffeners of setting
(44)；Company in the corner of perpendicular type rectangular frame (41) and perpendicular type rectangular frame (41) and the second ribs (42)
The place of connecing is provided with the second support stiffener (45)；Support second and weld the 3rd reinforced mesh (46) inside and outside stiffener (45),
And the 3rd surrounding's spot welding of reinforced mesh (46) and perpendicular type rectangular frame (41) be connected as an entirety；Described perpendicular type square
The side puller bolt hole of the vertical edges rib of shape framework (41) in inner side embedded nut (105)；In perpendicular type rectangular frame (41)
Inside is filled as body of wall sound-insulating layer (102) using inorganic heat preservation concrete or foam cement, in sound insulation by filling heat-insulation layer
(102) pre-buried line box and spool while.
6. the house with three-dimensional light steel frame composite plate module assembled according to claim 1 and 2 it is characterised in that
Described solid light steel frame composite floor board (5), including floor plates rectangular frame (51), as master while longer in rib
Rib, internal in floor plates rectangular frame (51), perpendicular to main rib direction, parallel being uniformly distributed arranges some second auxiliary ribs (52),
And second auxiliary rib (52) two ends insert in the opening of floor plates rectangular frame (51), and with floor plates rectangular frame (51)
Inwall is welded into entirety；It is welded with the second ribs (53) at the corner of floor plates rectangular frame (51), in the second auxiliary rib
(52) lower edge is welded with the 4th reinforced mesh (54), and the week of the 4th reinforced mesh (54) and floor plates rectangular frame (51)
Enclose spot welding and be connected as an entirety；In the peripheral side puller bolt hole of floor plates rectangular frame (51) and in inner side embedded nut
(105)；Pour foam cement in the range of internal (45)-(55) mm bottom-up of floor plates rectangular frame (51),
Form the second supporting course (55)；Plane filling-foam in the range of the upper edge of the second auxiliary rib (52) from the second supporting course (51)
Cement, as sound-insulating layer (102), is pasted with glass fiber reticular cloth on sound-insulating layer (102) and is used high-intensity anti-cracking mortar
Floating as protective layer (103), on protective layer (103) with self-leveling cement further levelling as finish coat (104).
7. the house with three-dimensional light steel frame composite plate module assembled according to claim 1 and 2 it is characterised in that
Described solid light steel frame is combined gable roof truss plate (6), including triangle or ladder-shaped frame (61), in triangle or trapezoidal
Framework (61) interior welds erect web member (62) and diagonal web member (63)；It is provided with double-deck the in triangle or ladder-shaped frame (61)
Five reinforced mesh (64), and the 5th reinforced mesh (64) is connected as one with surrounding's spot welding of triangle or ladder-shaped frame (61)
Overall；In triangle or the internal filling-foam cement of ladder-shaped frame (61) as sound-insulating layer (102)；In solid light steel framework
Frame structure composite gable roof truss plate (6) is pasted towards outdoor side glass fiber reticular cloth and uses high-intensity anti-cracking mortar floating as guarantor
Sheath (103), protective layer (103) external self-leveling cement further levelling as finish coat (104)；In solid light steel framework
Frame structure composite gable roof truss plate (6) welds two pieces of parallel open pore steel plates as connection hanging piece towards on the roof truss surface of indoor side
(65).
8. the house with three-dimensional light steel frame composite plate module assembled according to claim 1 and 2 it is characterised in that
Described shaped steel beams (7), including web (71), upper side wing (72) and bottom flap (73), and web (71) welding
In the middle part of bottom flap (73), upper side wing (72) is welded in the middle part of web (71)；Described web (71) is opened for one piece
There is the steel plate of bolt hole (101), upper side wing (72) is two blocks of steel plates tilting according to the slope of roof, bottom flap (73)
For one block of u-shaped steel.
9. the house with three-dimensional light steel frame composite plate module assembled according to claim 1 and 2 it is characterised in that
Described solid light steel frame composite roof board (8), including roofing plate framework (81), described roofing plate framework (81) upper
Side rib adopts punched steel plate (811), the upper puller bolt hole (101) of punched steel plate (811)；It is distributed in length and breadth in roofing plate framework
Some 3rd auxiliary ribs (82), socket also by the 3rd ribbed stiffener (83) between the 3rd auxiliary rib (82) and roofing plate framework (81),
Weld the 6th reinforced mesh (84) in the 3rd ribbed stiffener (83) lower edge, and the 6th reinforced mesh (84) and roofing plate framework (81)
Surrounding's spot welding be connected as an entirety；In the roofing sheet frame with open-minded angle-style solid light steel frame combined wall board (3) lap-joint
Bottom is welded with frame bottom (81) and supports connection hanging piece (85), bottom supports the upper puller bolt hole (101) of connection hanging piece (85)；
In roof boarding lower portion filling-foam cement as sound-insulating layer (102)；In three-dimensional light steel frame composite roof board (8)
Paste towards outdoor side glass fiber reticular cloth and use high-intensity anti-cracking mortar floating as protective layer (103), in protective layer (103)
External self-leveling cement further levelling as finish coat (104).
10. a kind of construction side in the house with three-dimensional light steel frame composite plate module assembled as described in one of claim 1-9
Method, concretely comprises the following steps:
The first step: by three-dimensional light steel frame composite foundation plate (2), slit angle-style solid light steel frame combined wall board (3),
Perpendicular type solid light steel frame combined wall board (4), three-dimensional light steel frame composite floor board (5), three-dimensional light steel frame
Structure composite gable roof truss plate (6), shaped steel beams (7) and three-dimensional light steel frame composite roof board (8) are in inside plants
Machine；
Second step: three-dimensional light steel frame composite foundation plate (2) is arranged on the vacant lot needing to build a house；
3rd step: from the beginning of one jiao of house, adopt breach mutual by two pieces of open-minded angle-style solid light steel frame combined wall board (3)
The diagonal connected mode mended is linked together with three row two row high-strength bolt；Further according to house type figure by open-minded angle-style solid light steel frame knot
Structure combined wall board (3) and perpendicular type solid light steel frame combined wall board (4) adopt t type connect or cross connection side
Formula is sequentially assemblied to form the flood general layout in ground floor house one by one；Thus all plates splicing position define two plate one post and
The common stress system of three plate one post；
4th step: and then three-dimensional light steel frame composite floor board (5) is sequentially overlapped on open-minded angle-style solid light steel frame
Combined wall board (3) and the upper surface of perpendicular type solid light steel frame combined wall board (4), and three-dimensional light steel frame is tied
Structure composite floor board (5) is stood with open-minded angle-style by the side rib bolt of angle-style solid light steel frame combined wall board (3) side of slitting
Body light steel frame combined wall board (3) is fixing, three-dimensional light steel frame composite floor board (5) is ridden over perpendicular type three-dimensional
Side rib on light steel frame combined wall board (4) passes through bolt with adjacent three-dimensional light steel frame composite floor board (5)
Connect, thus all solids light steel frame composite floor board (5) are all connected as an overall floor face, entirely simultaneously
Building floor face is detained again and is embedded in outside surrounding within the walls and becomes complete structure with surrounding exterior wall close-coupled；
5th step: be repeated in nature the 3rd step and the 4th step for several times；
6th step: repeat the 3rd step；
7th step: three-dimensional light steel frame is combined gable roof truss plate (6) bottom and supports connection hanging piece (85) solid by bottom
It is scheduled in open-minded angle-style solid light steel frame combined wall board (3), then use deformed steel girder (7) by adjacent two blocks of solid light steel
Frame structure is combined gable roof truss plate (6) and connects and reinforce, more three-dimensional light steel frame composite roof board (8) two ends are taken
It is connected on the top boom surface that both sides solid light steel frame is combined gable roof truss plate (6), and three-dimensional light steel frame is combined room
Panel (8) top is overlapped on the upper side wing (72) of shaped steel beams (7), and is bolted with shaped steel beams (7),
So far whole house combination finishes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510424236.2A CN106351466A (en) | 2015-07-17 | 2015-07-17 | Housing assembled by light steel space framework structure composite plate module and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510424236.2A CN106351466A (en) | 2015-07-17 | 2015-07-17 | Housing assembled by light steel space framework structure composite plate module and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
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| CN106351466A true CN106351466A (en) | 2017-01-25 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510424236.2A Pending CN106351466A (en) | 2015-07-17 | 2015-07-17 | Housing assembled by light steel space framework structure composite plate module and construction method thereof |
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| CN (1) | CN106351466A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108035471A (en) * | 2018-01-19 | 2018-05-15 | 辽宁工业大学 | Modularization cork wood structure gable trapezoidal plate and its installation method |
| CN108961152A (en) * | 2018-05-30 | 2018-12-07 | 链家网（北京）科技有限公司 | Plane house type drawing generating method and device |
| CN109057091A (en) * | 2018-08-22 | 2018-12-21 | 江苏华大装配式房屋有限公司 | A kind of assembled hollow exterior wall body and its assembly method suitable for steel construction |
-
2015
- 2015-07-17 CN CN201510424236.2A patent/CN106351466A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108035471A (en) * | 2018-01-19 | 2018-05-15 | 辽宁工业大学 | Modularization cork wood structure gable trapezoidal plate and its installation method |
| CN108035471B (en) * | 2018-01-19 | 2023-06-20 | 辽宁工业大学 | Modular balsa structure gable trapezoid board and mounting method thereof |
| CN108961152A (en) * | 2018-05-30 | 2018-12-07 | 链家网（北京）科技有限公司 | Plane house type drawing generating method and device |
| CN109057091A (en) * | 2018-08-22 | 2018-12-21 | 江苏华大装配式房屋有限公司 | A kind of assembled hollow exterior wall body and its assembly method suitable for steel construction |
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Application publication date: 20170125 |