CN101418592A - Combined light steel structure house and mounting method thereof - Google Patents

Combined light steel structure house and mounting method thereof Download PDF

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Publication number
CN101418592A
CN101418592A CNA2008102284661A CN200810228466A CN101418592A CN 101418592 A CN101418592 A CN 101418592A CN A2008102284661 A CNA2008102284661 A CN A2008102284661A CN 200810228466 A CN200810228466 A CN 200810228466A CN 101418592 A CN101418592 A CN 101418592A
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roof
steel structure
bolt
beams
light steel
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CNA2008102284661A
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官木喜
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Abstract

The invention relates to a combined lightweight steel structure building and an assembling method thereof. The combined lightweight steel structure building comprises ground beams, angular upright posts, upright posts, ring beams, sandwich panels, a roof, staircases, doors and windows. The key technical points of the combined lightweight steel structure building are as follows: a plurality of floor bottom girders in parallel are arranged on the ground; four ground beams are arranged on the circumference of each floor bottom girder in turn; bolt fastening sheets which are connected with the ground beams and the ring beams are arranged on joints of upper ends and lower ends of each angular upright post and each upright post respectively; limit baffle plates of wall panels are arranged on angular upright posts and upright posts near the outside of the building; bolt fastening limit treadle bars of the wall panels are arranged on upright posts near the inside of the building; the wall panels comprise wall panels provided with door bodies or wall panels provided with window bodies; metal section supporting layers which are suitable to be connected with balcony bottom girders or/and corridor bottom girders are uniformly distributed between two adjacent floors; metal floor slabs are laid on the metal section supporting layers; and the roof is as follows: a waterproof ridge section is arranged on the upper part of a ridge main girder; the edge of a roof slab is embedded into the ridge section; and a roof slab slot section provided with a drainage channel is arranged on the upper part of a ramp beam of the roof.

Description

Combined light steel structure house and mounting method thereof
Technical field
The present invention relates to the building structure in a kind of combined type room, specifically a kind of and combined light steel structure house and mounting method thereof of adopting standard component assemble multiduty as permanent residence, interim inhabitation, office, storage etc.
Background technology
As everyone knows, the combined light steel structure prefabricated house is the interim inhabitation of building operations personnel and the place of office normally, belongs to one off houses.Simultaneously, the lightweight steel construction prefabricated house also can be used as the usefulness of storage buildings such as safedeposit, material.At present, owing to constructional materials, structural member manufacture craft, mounting method etc. are all, the lightweight steel construction prefabricated house can't wholely move after building is finished, can only dismantle, and the neither environmental protection of this way, also uneconomical.In addition, the structure of lightweight steel construction prefabricated house adopts the girder steel steel column that connects as frame construction at present, and wall body structure then adopts the frame mode of whole elongated vertical member.The combined light steel structure prefabricated house spillage of material that this frame mode is built is big, and on-the-spot installation is loaded down with trivial details, and a large amount of welding procedures that adopt in the structural member manufacturing process, wastes energy, and produces a large amount of pernicious gases, is unfavorable for environmental protection; Reuse factor is low, and wind resistance and shock resistance are relatively poor.In view of this, how to make the construction material of light steel structure house repeatedly use, Recycling, how to make the generalization of lightweight steel construction prefabricated house, standardization, make the movable plank house builing industry can really realize suitability for industrialized production, this is the place of the initial motivation of the present invention's design just.
Summary of the invention
The present invention be directed to the deficiencies in the prior art, the present inventor is by means of being engaged in the lightweight steel construction prefabricated house for many years, particularly to the research of lightweight steel construction prefabricated house and to practical experiences such as the making of building construction material, site operation, installation, uses, in test of many times, optimize on the basis of element structure repeatedly, designed brand-new, unitized, the standardized combined light steel structure house of a cover, thereby laid a solid foundation for the industrialization of the light steel housing industry of combined type.
The purpose of this invention is to provide a kind of standard block structural element of enterprise standardization production and adopt assembled on site and whole combined light steel structure house and the mounting method thereof that moves of energy.
The object of the present invention is achieved like this: it includes four grade beams, four corner posts, some root posts, collar tie beam, some filled boards, some metal floor plates, a roof, the stair of band corridor, door and window, it is characterized in that: the ground that light steel structure house is installed is provided with some floor bottom girders that are parallel to each other, on the peripheral position of floor bottom girder, be disposed with four grade beams, lower end at every corner post and column is respectively arranged with the beam brace that has bolt that is connected with collar tie beam with grade beam with the junction, upper end, and close room lateral angle column and stud are provided with the postive stop baffle of sandwich heat preservation wallboard, also is provided with the spacing press strip that has connecting bolt that is used for spacing sandwich heat-insulation wall plate on the heel post position within doors close; The sandwich heat preservation wallboard also comprises the sandwich heat preservation wallboard of band door body or the sandwich heat preservation wallboard of band forms; Adjacent be evenly distributed with between two floors up and down one be suitable for connecting balcony fixedly bottom girder or/and the hollow metal section bar supporting layer of outdoor corridor bottom girder is equipped with the metal floor plates on this hollow metal section bar supporting layer upper berth; The roof comprises: be provided with a dash ridge section bar on ridge girder top, the upper edge of roof filled board is embedded in the dash ridge section bar, the lower edge of roofing slab then is overlapped on the collar tie beam, also be provided with the roofing slab slot section bar of a band drainage channel on the top of roof cant beam, be connected with bolt between the section bar of band roofing slab slot and dash ridge section bar and the roofing slab.
In order to adapt to above-mentioned combined light steel structure house is installed under different geographical environments, as: the hillside fields, limit, lake etc. then also are connected with the suspended scaffold layer that disengaging ground or hillside fields are adjusted in the bottom of some floor bottom girders and corner post.
When light steel structure house span of the present invention is big, then also be distributed with the column that is connected with ridge girder vertical support on the floor bottom girder in the house, this column is a root post, or the column for overlapping mutually by the shape supporting layer.
Combined light steel structure house of the present invention is two layers of light steel structure house, three layers, and four layers or five layers of light steel structure house.
The present invention is out of shape under the effect that is subjected to external force (as: earthquake) in order to prevent the roof, then between two adjacent roof cant beams, be provided with an adjustable reinforcing lacing wire, reinforcing lacing wire that this is adjustable is the reinforcing lacing wire that has adjusting screw, be cross structure, two ends are connected on two adjacent roof cant beams, and the infall of this cross structure is for adjusting the swivel structure of lacing wire angle.
For making combined type box building structure of the present invention stable, be convenient to integral hoisting, whole moving, then on corner post, column and collar tie beam, be evenly equipped with suspension hook; On the diagonal position of the rectangular configuration that forms between corner post or column, column, grade beam and the collar tie beam, also be fixed with spacing lacing wire in addition.
Hollow metal supporting layer of the present invention is equally distributed square steel supporting layer, i iron supporting layer, C shaped steel, metal flat square tube layer or channel-section steel supporting layer.Above-mentioned hollow metal section bar supporting layer and balcony be fixedly between bottom girder or the outdoor corridor bottom girder or be the integrative-structure of design in advance, or be the on-the-spot as required conjoined structure that makes up.
The actual installation method step of combined light steel structure house of the present invention is:
(1) general frame assembling: earlier on the ground with some floor bottom girder secured in parallel settings, on the peripheral position of floor bottom girder, be disposed with four grade beams, and be connected with the floor bottom girder by the beam brace that has bolt, four corner posts are then by the angle brace that the has bolt corner that is fixed on four grade beams perpendicular to the ground; Four middle part lower ring beams are connected by the angle brace that has bolt with the correspondence position of four corner posts, some root posts are vertically stood between the lower ring beam of four grade beams and four middle part, and by the connection of angle brace bolt, or with four middle part lower ring beams and the alternately installation of some root posts;
Be evenly distributed with on lower ring beam top, four middle parts one be suitable for connecting balcony fixedly bottom girder or/and the flat square tube layer of outdoor corridor bottom girder, on flat square tube layer top periphery position, be disposed with collar tie beam on four, and be connected with flat square tube by the beam brace that has bolt, and four junctions, connection turning of going up collar tie beam are connected by the angle brace that has bolt with the correspondence position of four corner posts, are equipped with the layer of metal floor plates on flat square tube layer top; The correspondence position of four corner posts of four roof collar tie beams and top is connected by the angle brace that has bolt, some root posts are vertically stood on four to be gone up between collar tie beams and the four roof collar tie beams, and by the connection of angle brace bolt, or with four roof collar tie beams and the alternately installation of some root posts;
Roof cant beam and gable column with both sides, house gable is assembled into the herringbone girder construction earlier, wherein the bottom of cant beam is fixed on the junction of roof collar tie beam, top corner column by the angle brace that has bolt, the gable column is then gone up with roof cant beam bolt and is connected, be connected with roof collar tie beam bolt down, after installing the roof cant beam of both sides, house gable, the ridge girder is bolted to the top of herringbone girder construction, again with some roof cant beams respectively bolt be distributed on roof collar tie beam and the ridge girder;
(2) wallboard assembling: the unit heat-insulation wall plate that will make ready-made unit heat-insulation wall plate in advance, has door, a window successively from intra-atrial pressure go between two columns, between corner post and the column or between the gable column, and abut against on the wallboard postive stop baffle in the corner post and the column outside, by heat-insulation wall plate is spacing in body of wall, carry out spacing to the sandwich heat preservation wallboard of sandwich heat preservation wallboard, band forms or the sandwich heat preservation wallboard of band door body then thereby finished with column or the inboard bolted spacing press strip of gable column;
(3) roofing slab assembling: roofing slab comprises two kinds of assembling modes, a kind of is to be provided with a dash ridge section bar on ridge girder top, be provided with a band drainage channel roofing slab slot section bar on cant beam top, roof, with make in advance ready-made unit insulated roof plate in the room along pegging graft in the roofing slab slot on two adjacent profiles locating, and along ridge girder direction grafting installation roofing slab, after the top of this roofing slab enters dash ridge section bar, adopt bolt to fixedly connected with dash ridge section bar with the section bar of band roofing slab slot respectively, connect edge sealing by U type slot bolt in the edge of roofing slab lower end; Another kind is directly roofing slab to be mated formation on the cant beam of roof, and the interface between the roofing slab is tightly connected by press strip, sealing ring and screw;
(4) stair and other assembling: elder generation pegs graft outdoor corridor bottom girder and is bolted in the flat square tube, overlaps stair then; With balcony fixedly bottom girder peg graft and be bolted in the flat square tube, overlap balcony then; After being mated formation in layer of metal floor plates and one deck floor and two layers of floor respectively, be two layers of combined light steel structure room finished product of the present invention.
Problems at reinforced concrete structure that adopts in the present civilian construction and the existence of mobile house structure, the present invention repeatedly uses and Recycling according to facing removable repetition the in the room that builds a house, normalization of the member of building structure and generalization, thereby be applicable to the one or more layers of light steel structure house of various routines, satisfy the customer requirement of various light steel structure house buildings.House of the present invention lightweight steel construction match with section bar corner post, column and the roof formed and the composite construction of support, all these structural element are all in the factory normalization manufacturing, connect the overall structure that is combined into the house by supporting being transported to behind the building site of architectural design requirement with special bolt, screw assembling, have the following advantages:
1, batch production degree height, manufacturing process does not have the welding operation, has reduced output value energy loss-rate, does not produce pernicious gas, is beneficial to environmental protection.
2, engineering site only needs to finish the assembling work of standard component, and operation is simple, short construction period, wet-less operation, site safety civilization.
3, adopt structural member cross sections such as cold attenuation type lightweight steel construction, beam, post to diminish, the availability of building improves.
4, need not to use timber and water in the fabrication and installation process, do not consume the forest reserves and water resource, help environmental protection.
5, utilize the made house of this structure can be arranged on the ground of being maked somebody a mere figurehead, isolated ground moisture does not destroy face of land original state vegetation.
6, with integral wall as delivery unit, improved conevying efficiency greatly; The material of sandwich heat preservation wallboard mostly is polystyrene, polyurethane or rock wool, and it has heat-insulation and heat-preservation, functions such as sound insulation, protection against the tide, waterproof, anti-inflammation.
7, the room furred ceiling can utilize structural beams to set up, and need not to establish in addition keel, and is simple to operate.
When 8, lightweight steel construction of the present invention room needs bulk migration as required,, light steel structure house integral body can be sling as long as use crane and hoist cable by being arranged on the suspension hook on column and the collar tie beam.The present invention also has simple and reasonable, and engineering cost is low, and the site operation duration is short, convenient and practical and maintenance, and range of application is wide, can be used as nonvolatil house, also can be used as the roof structure or the retail kiosk structure of interim mobile home.
Description of drawings
Fig. 1 is that the stereochemical structure simplified schematic diagram is cutd open by office of the present invention;
Fig. 2 is that the A-A of Fig. 1 is to amplifying the sectional structure sketch;
Fig. 3 is that the B-B of Fig. 1 is to amplifying the sectional structure sketch;
Fig. 4 is that the C-C of Fig. 1 is to amplifying the sectional structure sketch;
Fig. 5 is that the D of Fig. 1 is to the structure for amplifying simplified schematic diagram;
Fig. 6 is a heat-insulation wall plate installation process simplified schematic diagram of the present invention;
Fig. 7 is the finished product structural representation of prefabricated house of the present invention
The symbol description of accompanying drawing major part
1: stair 2: corner post 3: collar tie beam 4 on one deck: decorate buckle outward
5: two layers of lower ring beam 6: column 8: roof cant beam 9: gable column
12: ridge girder 19: roofing slab 21: sandwich heat preservation wallboard 23: floor
27: four grade beams 30: floor bottom girder 31: spacing press strip 32: postive stop baffle.
The present invention is described in further detail by example below in conjunction with accompanying drawing, but following example only is the present invention's example wherein, the rights protection scope of not representing the present invention and being limited, the scope of the present invention is as the criterion with claims.
The specific embodiment
Example 1
Shown in Fig. 1~7, two layers of combined light steel structure house of the present invention all adopt general standard module to manufacture processing and construction and installation, and all steel structure members all assemble with bolt and form.These two layers of combined light steel structure houses are apart from being a unit with the central axis between the adjacent corner post and column, between column and the column.
It includes: stair 1, four grade beams 27, some floor bottom girders 30, the ground that light steel structure house is installed is provided with some floor bottom girders 30 that are parallel to each other, on the peripheral position of floor bottom girder, be disposed with four grade beams 27, be respectively arranged with beam brace 28 that has bolt and the angle brace 29 that is connected with collar tie beam 3 on one deck with grade beam 27 in the lower end and the junction, upper end of every corner post 2 and column 6; Close room lateral angle column and stud are provided with the postive stop baffle 32 of sandwich heat preservation wallboard, also are provided with the spacing press strip 31 that has connecting bolt that is used for spacing sandwich heat-insulation wall plate 21 on the heel post position within doors close; The sandwich heat preservation wallboard also comprises the sandwich heat preservation wallboard of band door body or the sandwich heat preservation wallboard of band forms; Adjacent up and down between two floors, be to be evenly distributed with a flat square tube shape supporting layer 26 that is suitable for being connected outdoor corridor bottom girder 25 on one deck between collar tie beam 3 and the two layers of lower ring beam 5, on this flat square tube shape supporting layer, mat formation successively metal floor plates 24 is arranged, floor layer 23, and outdoor corridor panel 22 also is housed on the outdoor corridor bottom girder 25;
The roof comprises: be provided with the ridge section bar 11 of a band water-blocking groove 35 on ridge girder 12 tops, the upper edge of roof filled board 19 is embedded in the ridge section bar 11, and the lower edge of roofing slab then is overlapped on two layers of roof collar tie beam 20; Also be provided with the roofing slab slot section bar 18 of a band drainage channel 34 on the top of roof cant beam 8, be connected with bolt between the section bar 18 of band roofing slab slot and dash ridge section bar 11 and the roofing slab 19.In addition, the interior fixed angles brace 13 of employing is fixed between ridge girder 12 and the roof cant beam 8, adopts interior fixed angles brace 13 to fix between roof cant beam 8 and two layers of roof collar tie beam 20.
Between two adjacent roof cant beams 8, be connected with the reinforcing lacing wire 15 of a band adjusting screw 26 by pull bar fixture 14, this reinforcing lacing wire is cross structure, two ends are connected on two adjacent roof cant beams, and the infall of this cross structure is for adjusting the swivel structure 16 of lacing wire angle.
The mounting method step of two layers of combined light steel structure house of the present invention is as follows:
(1) general frame assembling: all accessories that will assemble this light steel structure house earlier are transported to the assembling scene, with the 1 secured in parallel setting of some floor bottom girders on the ground, on the peripheral position of floor bottom girder, be disposed with four grade beams 27, and be connected with the floor bottom girder by the beam brace that has bolt, four corner posts are angle brace 29 corners that are fixed on four grade beams perpendicular to the ground by having bolt then; Collar tie beam 3 on four one decks is connected by the angle brace 29 that has bolt with the correspondence position of four corner posts 2, some root posts 6 are vertically stood between the lower ring beam of four grade beams and four middle part, and connect by brace 28 bolt; Also can be as required, or collar tie beam on four one decks 3 and some root posts 6 are alternately installed;
Collar tie beam 3 tops are evenly distributed with a flat square tube layer 26 that is suitable for connecting outdoor corridor bottom girder 25 on four one decks, on flat square tube layer 26 top periphery position, be disposed with four two layers of lower ring beams 5, and be connected with flat square tube by the beam brace that has bolt, and four junctions, connection turning of going up collar tie beam are connected by the angle brace that has bolt with the correspondence position of four corner posts, are equipped with layer of metal floor plates 24 on flat square tube layer 26 top; The correspondence position of four corner posts of four roof collar tie beams and top is connected by the angle brace that has bolt, some root posts are vertically stood between four two layers of lower ring beams 5 and the four roof collar tie beams 20, and connect by angle brace 28 bolt; Also can be as required, or four roof collar tie beams and some root posts 6 are alternately installed;
Roof cant beam 8 and gable column 9 with both sides, house gable is assembled into the herringbone girder construction earlier, wherein the bottom of roof cant beam 8 is fixed on roof collar tie beam 20 by the angle brace 7 that has bolt, the junction of top corner column 2, and gable column 9 tops are connected with roof cant beam 8 bolts, be connected with roof collar tie beam 20 bolts down, after installing the roof cant beam of both sides, house gable, ridge girder 12 is fixed on the top of herringbone girder construction by bolt sheet 10, some roof cant beams 8 is distributed between roof collar tie beam 20 and the ridge girder 12 by bolt interior angle brace 13 and bolt interior angle brace 17 respectively is fastenedly connected again;
(2) wallboard assembling: the unit heat-insulation wall plate that will make ready-made unit heat-insulation wall plate 21 in advance and have door, a window successively from intra-atrial pressure go between two columns, between corner post and the column or between the gable column (as shown in Figure 6), and abut against on the wallboard postive stop baffle 32 in the corner post 2 and column 6 outsides, by heat-insulation wall plate 21 is spacing in body of wall, carry out spacing to the sandwich heat preservation wallboard of sandwich heat preservation wallboard, band forms or the sandwich heat preservation wallboard of band door body then thereby finished with column or the inboard bolted spacing press strip 31 of gable column;
(3) roofing slab assembling: roofing slab comprises two kinds of assembling modes, a kind of is the ridge section bar 11 that is provided with a band water-blocking groove 35 on ridge girder 12 tops, be provided with the roofing slab slot section bar 18 of a band drainage channel 34 on roof cant beam 8 tops, peg graft along slot in the roofing slab slot section bar 18 on two adjacent profiles locating in the room making ready-made unit insulated roof plate 19 in advance, and along ridge girder 12 directions grafting installation roofing slab, after the top of this roofing slab enters ridge section bar 11, adopt bolt to fixedly connected with ridge section bar 11 with band roofing slab slot section bar 18 respectively, connect edge sealing by U type slot bolt in the edge of roofing slab lower end; Another kind of then be to adopt traditional mounting means, promptly directly roofing slab to be mated formation on the cant beam of roof, the interface between the roofing slab is tightly connected by press strip, sealing ring and screw;
For increasing the intensity in house, then between two adjacent roof cant beams 8, be connected with the reinforcing lacing wire 15 of a band adjusting screw 33 by pull bar fixture 14, this reinforcing lacing wire is cross structure, two ends are connected on two adjacent roof cant beams, the infall of this cross structure makes it to become rock-steady structure for adjusting the swivel structure 16 of lacing wire angle.
(4) stair and other assembling: elder generation pegs graft outdoor corridor bottom girder and is bolted in the flat square tube, overlaps outdoor corridor panel 22 and other corridor annex again, and then overlap joint stair 1; As required, adopt and identical method overlap joint balcony; Exposed part between collar tie beam on one deck 3 and the two layers of lower ring beam 5 is decorated buckle 4 encapsulation with outer; After being mated formation in layer of metal floor plates 24 and one deck floor and two layers of floor 23 respectively, be two layers of combined light steel structure room finished product of the present invention.
Repeat to be provided with two layers of building structure between two layers of house and roof again, then the present invention is three layers of combined light steel structure house, four layers or multi-layer combined type light steel structure house.
The present invention also can be according to the actual needs at scene, and elder generation, is that assembly unit is installed in factory with the whole face wall in house, and then transports to the erecting bed of making the house and assemble at last after adopting standardized production in the processing factory each parts.

Claims (12)

1, a kind of combined light steel structure house, it includes four grade beams, four corner posts, some root posts, collar tie beam, some filled boards, some metal floor plates, a roof, stair with outdoor corridor, door and window, it is characterized in that: the ground that light steel structure house is installed is provided with some floor bottom girders that are parallel to each other, and is disposed with four grade beams on the peripheral position of floor bottom girder, is respectively arranged with the beam brace that has bolt that is connected with collar tie beam with grade beam in the lower end and the junction, upper end of every corner post and column, close room lateral angle column and stud are provided with the postive stop baffle of sandwich heat preservation wallboard, also are provided with the spacing press strip that has connecting bolt that is used for spacing sandwich heat-insulation wall plate on the heel post position within doors close; The sandwich heat preservation wallboard also comprises the sandwich heat preservation wallboard of band door body or the sandwich heat preservation wallboard of band forms; Adjacent be evenly distributed with between two floors up and down one be suitable for connecting balcony fixedly bottom girder or/and the hollow metal section bar supporting layer of outdoor corridor bottom girder is equipped with the metal floor plates on this hollow metal section bar supporting layer upper berth; The roof comprises: be provided with a dash ridge section bar on ridge girder top, the upper edge of roof filled board is embedded in the dash ridge section bar, the lower edge of roofing slab then is overlapped on the collar tie beam, also be provided with the roofing slab slot section bar of a band drainage channel on the top of roof cant beam, be connected with bolt between the section bar of band roofing slab slot and dash ridge section bar and the roofing slab.
2, combined light steel structure house according to claim 1 is characterized in that: also be connected with the suspended scaffold layer that disengaging ground or hillside fields are adjusted in the bottom of some floor bottom girders and corner post.
3, combined light steel structure house according to claim 1 is characterized in that: described combined light steel structure house is two layers of light steel structure house, three layers, and four layers or five layers of light steel structure house.
4, combined light steel structure house according to claim 1 is characterized in that: also be provided with an adjustable reinforcing lacing wire between two adjacent roof cant beams.
5, combined light steel structure house according to claim 4, it is characterized in that: the reinforcing lacing wire that has adjusting screw is cross structure, two ends are connected on two adjacent roof cant beams, and the infall of this cross structure is for adjusting the swivel structure of lacing wire angle.
6, combined light steel structure house according to claim 1 is characterized in that: the hollow metal supporting layer is equally distributed square steel supporting layer, i iron supporting layer, C shaped steel, metal flat square tube layer or channel-section steel supporting layer.
7, combined light steel structure house according to claim 1 is characterized in that: be fixed with spacing lacing wire on the diagonal position of the rectangular configuration that forms between corner post or column, column, grade beam and the collar tie beam.
8, combined light steel structure house according to claim 1 is characterized in that: also be distributed with the column that is connected with ridge girder vertical support on the floor bottom girder in the house.
9, a kind of mounting method of combined light steel structure house, its mounting method step is:
(1) general frame assembling: earlier on the ground with some floor bottom girder secured in parallel settings, on the peripheral position of floor bottom girder, be disposed with four grade beams, and be connected with the floor bottom girder by the beam brace that has bolt, four corner posts are then by the angle brace that the has bolt corner that is fixed on four grade beams perpendicular to the ground; Four middle part lower ring beams are connected by the angle brace that has bolt with the correspondence position of four corner posts, some root posts are vertically stood between the lower ring beam of four grade beams and four middle part, and by the connection of angle brace bolt, or with four middle part lower ring beams and the alternately installation of some root posts;
Be evenly distributed with on lower ring beam top, four middle parts one be suitable for connecting balcony fixedly bottom girder or/and the flat square tube layer of outdoor corridor bottom girder, on flat square tube layer top periphery position, be disposed with collar tie beam on four, and be connected with flat square tube by the beam brace that has bolt, and four junctions, connection turning of going up collar tie beam are connected by the angle brace that has bolt with the correspondence position of four corner posts, are equipped with the layer of metal floor plates on flat square tube layer top; The correspondence position of four corner posts of four roof collar tie beams and top is connected by the angle brace that has bolt, some root posts are vertically stood on four to be gone up between collar tie beams and the four roof collar tie beams, and by the connection of angle brace bolt, or with four roof collar tie beams and the alternately installation of some root posts;
Roof cant beam and gable column with both sides, house gable is assembled into the herringbone girder construction earlier, wherein the bottom of cant beam is fixed on the junction of roof collar tie beam, top corner column by the angle brace that has bolt, the gable column is then gone up with roof cant beam bolt and is connected, be connected with roof collar tie beam bolt down, after installing the roof cant beam of both sides, house gable, the ridge girder is bolted to the top of herringbone girder construction, again with some roof cant beams respectively bolt be distributed on roof collar tie beam and the ridge girder;
(2) wallboard assembling: the unit heat-insulation wall plate that will make ready-made unit heat-insulation wall plate in advance, has door, a window successively from intra-atrial pressure go between two columns, between corner post and the column or between the gable column, and abut against on the wallboard postive stop baffle in the corner post and the column outside, by heat-insulation wall plate is spacing in body of wall, carry out spacing to the sandwich heat preservation wallboard of sandwich heat preservation wallboard, band forms or the sandwich heat preservation wallboard of band door body then thereby finished with column or the inboard bolted spacing press strip of gable column;
(3) roofing slab assembling: roofing slab comprises two kinds of assembling modes, a kind of is to be provided with a dash ridge section bar on ridge girder top, be provided with a band drainage channel roofing slab slot section bar on cant beam top, roof, with make in advance ready-made unit insulated roof plate in the room along pegging graft in the roofing slab slot on two adjacent profiles locating, and along ridge girder direction grafting installation roofing slab, after the top of this roofing slab enters dash ridge section bar, adopt bolt to fixedly connected with dash ridge section bar with the section bar of band roofing slab slot respectively, connect edge sealing by U type slot bolt in the edge of roofing slab lower end; Another kind is directly roofing slab to be mated formation on the cant beam of roof, and the interface between the roofing slab is tightly connected by press strip, sealing ring and screw;
(4) stair and other assembling: elder generation pegs graft outdoor corridor bottom girder and is bolted in the flat square tube, overlaps stair then; With balcony fixedly bottom girder peg graft and be bolted in the flat square tube, overlap balcony then; After being mated formation in layer of metal floor plates and one deck floor and two layers of floor respectively, be two layers of combined light steel structure room finished product of the present invention.
10, the mounting method of combined light steel structure house according to claim 9, it is characterized in that: repeat to be provided with two layers of building structure between two layers of house and roof again, then the present invention is three layers of combined light steel structure house, four layers or multi-layer combined type light steel structure house.
11, the mounting method of combined light steel structure house according to claim 9 is characterized in that: also be connected with the suspended scaffold layer that disengaging ground or hillside fields are adjusted in the bottom of some floor bottom girders and corner post.
12, the mounting method of combined light steel structure house according to claim 9, it is characterized in that: between two adjacent roof cant beams, also be provided with the reinforcing lacing wire of a band adjusting screw, this reinforcing lacing wire is cross structure, two ends are connected on two adjacent roof cant beams, and the infall of this cross structure is for adjusting the swivel structure of lacing wire angle.
CNA2008102284661A 2008-10-31 2008-10-31 Combined light steel structure house and mounting method thereof Pending CN101418592A (en)

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Cited By (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102003082A (en) * 2010-11-19 2011-04-06 安徽瑶海钢结构股份有限公司 Combined box-type house and mounting method thereof
CN102277906A (en) * 2011-05-05 2011-12-14 杨东佐 Top beam connecting component
CN102628309A (en) * 2011-09-05 2012-08-08 兰州理工大学 Construction method of concrete corner stairs
CN102691352A (en) * 2012-06-05 2012-09-26 重庆骐驰科技有限公司 Modular integrated house
CN102943578A (en) * 2012-11-28 2013-02-27 广州供电局有限公司 Outdoor terminal construction room of high-voltage cable
CN103572832A (en) * 2012-08-06 2014-02-12 江门市共盈美集成建筑实业有限公司 Light steel house capable of realizing hot and cold bridge cutoff
CN104372961A (en) * 2014-11-06 2015-02-25 安徽鸿路钢结构(集团)股份有限公司 Anti-seismic integrated lightweight steel construction house
CN104963430A (en) * 2014-12-05 2015-10-07 北新集团建材股份有限公司 Steel structural wall provided with door opening and installation method for same
CN105113630A (en) * 2015-09-16 2015-12-02 四川蓝天网架钢结构工程有限公司 Heat-isolation heat-preserving steel structure board room
WO2016004887A1 (en) * 2014-07-10 2016-01-14 广东合力建造科技有限公司 Lightweight steel structure residential framework system
CN105926951A (en) * 2016-05-06 2016-09-07 重庆标王机械设备有限公司 Structure construction method of full-assembling type steel-structure housing
CN105926982A (en) * 2016-06-29 2016-09-07 四川是钢实业有限公司 Assembly lightweight steel stilted building
CN106368325A (en) * 2016-10-28 2017-02-01 无锡市富能金属制品有限公司 Adjustable steel structure frame for steel structure security kiosk
CN106836506A (en) * 2017-03-30 2017-06-13 广西宏宇钢结构有限公司 Combined container house
CN107013051A (en) * 2017-04-24 2017-08-04 苏州新区德力精密机械有限公司 A kind of prefabricated house
CN107060099A (en) * 2017-03-30 2017-08-18 广西宏宇钢结构有限公司 Prefabricated house
CN107965160A (en) * 2017-12-12 2018-04-27 张永军 A kind of double-deck firm steel structure house
WO2018129673A1 (en) * 2017-01-11 2018-07-19 Concept Modular Limited Improvements in modular construction systems
CN109183988A (en) * 2018-09-26 2019-01-11 云南振书科技有限公司 A kind of profile steel house and construction method
CN109887399A (en) * 2017-12-06 2019-06-14 浙江新盛建设集团有限公司 A kind of steel structure splicing model and its assembling method
CN109994947A (en) * 2017-12-31 2019-07-09 朱志华 A kind of ridge type solar energy Inverter Station
CN110344499A (en) * 2019-06-25 2019-10-18 辽宁忠旺铝合金精深加工有限公司 A kind of fast disassembly type aluminium alloy house
CN110644818A (en) * 2019-09-21 2020-01-03 扬州市建筑设计研究院有限公司 Modular-assembled garden double-layer pavilion
CN111005442A (en) * 2019-11-16 2020-04-14 武汉市阿可云建筑科技有限公司 SIP plate type structure prefabricated house building combined with light steel and construction method thereof
CN111894139A (en) * 2020-09-05 2020-11-06 徐敏旺 Modularized steel structure board room capable of being rapidly installed and disassembled
CN113513191A (en) * 2021-03-01 2021-10-19 广东省建筑装饰工程有限公司 Pull rod assembly type ticket booth structure and construction method

Cited By (37)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102003082A (en) * 2010-11-19 2011-04-06 安徽瑶海钢结构股份有限公司 Combined box-type house and mounting method thereof
WO2012065449A1 (en) * 2010-11-19 2012-05-24 Ling Hongbing Combined box-type house and mounting method therefor
CN102003082B (en) * 2010-11-19 2013-01-23 安徽瑶海钢结构股份有限公司 Combined box-type house and mounting method thereof
CN102277906A (en) * 2011-05-05 2011-12-14 杨东佐 Top beam connecting component
CN102277906B (en) * 2011-05-05 2013-03-20 杨东佐 Top beam connecting component
CN102628309A (en) * 2011-09-05 2012-08-08 兰州理工大学 Construction method of concrete corner stairs
CN102628309B (en) * 2011-09-05 2014-06-11 兰州理工大学 Construction method of concrete corner stairs
CN102691352A (en) * 2012-06-05 2012-09-26 重庆骐驰科技有限公司 Modular integrated house
CN103572832A (en) * 2012-08-06 2014-02-12 江门市共盈美集成建筑实业有限公司 Light steel house capable of realizing hot and cold bridge cutoff
CN102943578A (en) * 2012-11-28 2013-02-27 广州供电局有限公司 Outdoor terminal construction room of high-voltage cable
CN105297886B (en) * 2014-07-10 2017-05-24 广东合力建造科技有限公司 Lightweight steel structure building frame system
WO2016004887A1 (en) * 2014-07-10 2016-01-14 广东合力建造科技有限公司 Lightweight steel structure residential framework system
CN105297886A (en) * 2014-07-10 2016-02-03 广东合力建造科技有限公司 Lightweight steel structure building frame system
CN104372961A (en) * 2014-11-06 2015-02-25 安徽鸿路钢结构(集团)股份有限公司 Anti-seismic integrated lightweight steel construction house
CN104963430A (en) * 2014-12-05 2015-10-07 北新集团建材股份有限公司 Steel structural wall provided with door opening and installation method for same
CN105113630A (en) * 2015-09-16 2015-12-02 四川蓝天网架钢结构工程有限公司 Heat-isolation heat-preserving steel structure board room
CN105926951A (en) * 2016-05-06 2016-09-07 重庆标王机械设备有限公司 Structure construction method of full-assembling type steel-structure housing
CN105926982B (en) * 2016-06-29 2018-06-29 四川是钢实业有限公司 The light steel House on stilts of assembled
CN105926982A (en) * 2016-06-29 2016-09-07 四川是钢实业有限公司 Assembly lightweight steel stilted building
CN106368325A (en) * 2016-10-28 2017-02-01 无锡市富能金属制品有限公司 Adjustable steel structure frame for steel structure security kiosk
CN110268123A (en) * 2017-01-11 2019-09-20 概念模块有限公司 Improvement in modular construction system
WO2018129673A1 (en) * 2017-01-11 2018-07-19 Concept Modular Limited Improvements in modular construction systems
CN107060099A (en) * 2017-03-30 2017-08-18 广西宏宇钢结构有限公司 Prefabricated house
CN106836506A (en) * 2017-03-30 2017-06-13 广西宏宇钢结构有限公司 Combined container house
CN107060099B (en) * 2017-03-30 2019-05-10 广西宏宇钢结构有限公司 Prefabricated house
CN107013051A (en) * 2017-04-24 2017-08-04 苏州新区德力精密机械有限公司 A kind of prefabricated house
CN109887399B (en) * 2017-12-06 2020-11-17 浙江新盛建设集团有限公司 Steel structure splicing model and splicing method thereof
CN109887399A (en) * 2017-12-06 2019-06-14 浙江新盛建设集团有限公司 A kind of steel structure splicing model and its assembling method
CN107965160A (en) * 2017-12-12 2018-04-27 张永军 A kind of double-deck firm steel structure house
CN109994947A (en) * 2017-12-31 2019-07-09 朱志华 A kind of ridge type solar energy Inverter Station
CN109183988A (en) * 2018-09-26 2019-01-11 云南振书科技有限公司 A kind of profile steel house and construction method
CN110344499A (en) * 2019-06-25 2019-10-18 辽宁忠旺铝合金精深加工有限公司 A kind of fast disassembly type aluminium alloy house
CN110644818A (en) * 2019-09-21 2020-01-03 扬州市建筑设计研究院有限公司 Modular-assembled garden double-layer pavilion
CN111005442A (en) * 2019-11-16 2020-04-14 武汉市阿可云建筑科技有限公司 SIP plate type structure prefabricated house building combined with light steel and construction method thereof
CN111005442B (en) * 2019-11-16 2021-08-06 武汉市阿可云建筑科技有限公司 SIP plate type structure prefabricated house building combined with light steel and construction method thereof
CN111894139A (en) * 2020-09-05 2020-11-06 徐敏旺 Modularized steel structure board room capable of being rapidly installed and disassembled
CN113513191A (en) * 2021-03-01 2021-10-19 广东省建筑装饰工程有限公司 Pull rod assembly type ticket booth structure and construction method

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