CN101289880A - Chute type light steel keel assembled house - Google Patents
Chute type light steel keel assembled house Download PDFInfo
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- CN101289880A CN101289880A CNA2008101108516A CN200810110851A CN101289880A CN 101289880 A CN101289880 A CN 101289880A CN A2008101108516 A CNA2008101108516 A CN A2008101108516A CN 200810110851 A CN200810110851 A CN 200810110851A CN 101289880 A CN101289880 A CN 101289880A
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- supporting member
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- partition wall
- rail
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 66
- 239000010959 steel Substances 0.000 title claims abstract description 66
- 238000005192 partition Methods 0.000 claims abstract description 34
- 230000008093 supporting effect Effects 0.000 claims description 53
- 238000012946 outsourcing Methods 0.000 claims description 22
- 238000005728 strengthening Methods 0.000 claims description 22
- 210000003195 fascia Anatomy 0.000 claims description 18
- 210000001503 joint Anatomy 0.000 claims description 11
- 230000000694 effects Effects 0.000 claims description 7
- 238000005304 joining Methods 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 claims description 5
- 238000009434 installation Methods 0.000 abstract description 15
- 238000010276 construction Methods 0.000 abstract description 12
- 239000002131 composite material Substances 0.000 abstract 2
- 238000000034 method Methods 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- 238000010923 batch production Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 239000004927 clay Substances 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
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- 239000000428 dust Substances 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
A slideway type light steel keel composite house consists of one story, two stories or more than two stories, wherein the wall body of each story is supported by a bottom frame and a top frame; the bottom frame is formed by a plurality of transverse and longitudinal lower guide rails through splicing; the partition wall of each story is supported by a bottom framework and a top framework; the bottom framework consists of a plurality of transverse and longitudinal lower slide rails through splicing; the joints of the transverse and longitudinal lower guide rails are provided with wall body corner support members, while the joints of the transverse and longitudinal lower slide rails are provided with partition wall corner support members; the crossing parts of the transverse and longitudinal lower slide rails are provided with partition wall middle support members, while the crossing parts of the transverse and longitudinal lower slide rails and the transverse and longitudinal lower guide rails are provided with wall body middle support members; and the wall body is formed by a plurality of wallboards through splicing, while the partition wall is formed by a plurality of clapboards through splicing. The slideway type light steel keel composite house is suitable for field installation and has easy erection and demolition, flexible layout, no building rubbish, quick construction, firm connection and excellent earthquake-proof performance.
Description
Technical field
The invention belongs to building field, relate to building structure.
Background technology
The structure of building is diversified, usually can be divided into reinforced concrete structure, masonry structure, steel work and wooden construction, each structure all has the pluses and minuses of himself: the major advantage as masonry structure is that cost is low, shortcoming is from great, intensity is low, construction slowly, need to use a large amount of clay solid bricks, consume in the manufacturing process of clay solid brick, damage soil and coal resources, also serious environment pollution, building waste is many, do not decompose, not environmental protection, the major advantage of steel work is a high strength, and shortcoming is from great, the cost height, the maintenance cost height, be difficult for removing, normally highrise building adopts.Wooden construction is owing to a large amount of forest reserves of consumption, and perishable distortion, so seldom adopt at present.The house that adopts frame construction to build is more common, during construction, need on-the-spot laying reinforcing bar and set up template, carry out concrete pouring afterwards, concrete placement is afraid of to freeze, thereby construction is subjected to climatic effect, various losses are big, the house of above-mentioned various structures, and its common weak point is: take a lot of work, require great effort, on-the-spot engineering quantity is very big, and speed of application is slow, long in time limit.The general layout in house is subjected to the restriction of column, crossbeam and longeron layout, in case build up, just becomes the permanent type fixed building, and the general layout in house can't change.
Summary of the invention
For addressing the above problem, the purpose of this invention is to provide a kind of chute type light steel keel assembled house, building unit all adopts batch production production, the on-the-spot installation made up, and be not affected by environment, no building waste, from heavy and light, be easy to set up and remove, layout is flexible, construction fast, and is easy to assembly, is connected firmly, anti-seismic performance is good, can improve project speed, shortens construction period, promptly can use temporarily, also can be used as permanent or the semipermanent house uses for a long time as prefabricated house.
For achieving the above object, the technical solution used in the present invention is:
A kind of chute type light steel keel assembled house is made up of one deck or two-layer or multilayer, and every layer of house has body of wall, partition wall and roof, it is characterized in that:
The body of wall in every layer of house is by under(-)chassis and top frame supporting, and under(-)chassis is to be spliced by many horizontal, vertical lower guideways, and under(-)chassis is identical with the contour shape in house, and described lower guideway is provided with the track that opening makes progress;
The partition wall in every layer of house is by bottom skeleton and top skeleton supporting, and the bottom skeleton is spliced to form by many horizontal, vertical glidepaths, and the layout of bottom skeleton is identical with the layout in room; Described glidepath is provided with the track that opening makes progress;
Described joining place horizontal, vertically lower guideway end is provided with body of wall bight supporting member, described joining place horizontal, vertically glidepath end is provided with partition wall bight supporting member, described infall horizontal, vertically glidepath is provided with partition wall middle part supporting member, and this horizontal, vertical glidepath and described infall horizontal, vertically lower guideway are provided with body of wall middle part supporting member;
Described body of wall bight supporting member is made of the gripper shoe of two vertical butt joint, and the gripper shoe of these two vertical butt joint is fixed by securing member; Described partition wall bight supporting member is identical with body of wall bight supporting member structure;
Described body of wall middle part supporting member is made of the gripper shoe of two square crossings; The gripper shoe of these two square crossings is fixed by connector; Described partition wall middle part supporting member is identical with body of wall middle part supporting member structure;
Top frame all is to be spliced by many horizontal, vertical upper rails, and this laterally, vertically upper rail is provided with the track that Open Side Down; Laterally, vertically upper rail is erected between body of wall bight supporting member, the body of wall middle part supporting member, laterally, vertically the decorating position of upper rail with laterally, the position of vertical lower guideway is corresponding consistent;
The top skeleton laterally, is vertically gone up slide rail by many and is spliced to form, and laterally, vertically goes up slide rail and is provided with the track that Open Side Down; Laterally, vertically go up sliding rail frame and be located between partition wall bight supporting member, the partition wall middle part supporting member, the decorating position of laterally, vertically going up slide rail is corresponding consistent with position horizontal, vertically glidepath;
Described body of wall is spliced to form by the polylith wallboard, these wallboards embed respectively in the embeded slot that forms between the upper and lower guide rail, described partition wall is spliced to form by the polylith dividing plate, these dividing plates embed respectively in the embeded slot that forms between the upper and lower slide rail, described roof is made up of a plurality of ceilings unit, and the ceiling unit is connected with top frame by securing member.
Described lower guideway, upper rail all are the guide rails with inside and outside track, described body of wall is made of inside and outside metope, wall face is spliced to form by the polylith side fascia, interior metope is spliced to form by the polylith inner wall panel, the upper/lower terminal of every block of side fascia embeds respectively in the outside track of upper rail, lower guideway and locatees, and the upper/lower terminal of every inner wall panel embeds respectively in the inner orbit of upper rail, lower guideway and locatees.
Each ceiling unit is made up of polylith floor and two channel-section steels, and these two channel-section steels are oppositely arranged, and the two ends of described each piece floor are embedded in the interior location of notch of these two channel-section steels respectively.
The under(-)chassis of described house first floor, bottom skeleton all are to be connected on the basis in house by anchor bolt, this house is from the second layer, and the under(-)chassis in every layer of house, bottom skeleton all are to be connected on the roof in adjacent following one deck house by anchor bolt.
The roof in described every layer of house is to be fixed on the top frame in this layer house from the merit screw.
The front end of the gripper shoe of described two vertical butt joint has been provided with the outsourcing strengthening steel slab of reinforcement effect, wherein the outsourcing strengthening steel slab of a gripper shoe is provided with bolt, the outsourcing strengthening steel slab of another piece gripper shoe is provided with the through hole that is used to place bolt, described bolt penetrates in this through hole, and is fastening with nut.
The front end of the gripper shoe of described two vertical butt joint is provided with two blocks of right angle type steel plates, wherein right angle type steel plate is arranged on the external corners place of described two gripper shoes, another piece right angle type steel plate is arranged on the inside corner place of described two gripper shoes, these two blocks of right angle type steel plates are connected with two gripper shoes by securing member respectively, and the bottom of these two blocks of right angle type steel plates and described lower guideway or glidepath are affixed.
Described connector is the junction plate at right angle, and this junction plate is by affixed from the gripper shoe of merit screw and described two square crossings.
The forward and backward two ends of described every block of wallboard have tenon and tenon mouth respectively, each piece wallboard joins end to end successively, locate in the tenon mouth of the last wallboard rear end of tenon embedding of the wallboard front end in back, the forward and backward two ends of described every dividing plate have tenon and tenon mouth respectively, each piece dividing plate joins end to end successively, locatees in the tenon mouth of the last dividing plate rear end of tenon embedding of a back dividing plate front end.
Laterally, vertically lower guideway is a score-rail, is provided with two gear sheets in the groove of rail, the position of this two gears sheet is staggered, the inside and outside track of formation between the ledge of two gear sheets and rail both sides.
The forward and backward two ends of every block of wallboard have tenon and tenon mouth respectively, and the front end tenon of every block of wallboard has the outsourcing strengthening steel slab, and this outsourcing strengthening steel slab is connected by securing member with lower guideway with described upper rail.
The forward and backward two ends of every dividing plate have tenon and tenon mouth respectively, and the front end tenon of every dividing plate has the outsourcing strengthening steel slab, and this outsourcing strengthening steel slab is connected by securing member with glidepath with the described slide rail of going up.
Connect by deep floor between described two blocks of adjacent wallboards, the top and bottom of this deep floor are connected with lower guideway with described upper rail by securing member respectively.
Laterally connect by deep floor between described two adjacent dividing plates, the top and bottom of this deep floor are connected with glidepath with the described slide rail of going up by securing member respectively.
The invention has the beneficial effects as follows:
The house uses splicing prefabricated components to form; both be convenient to the plant layout batch process; transportation and installation; need not cast in situs again; save the required reinforcing bar of site operation; template; equipment materials such as mixer do not have and take deposits yields, no residue; saved the soil; assembling is quick; convenient, use track to come assembled wallboard and dividing plate, can significantly improve efficiency of construction; shorten the construction period; reduce construction costs, the power saving water saving reduces dust and pollutes and building waste; help environmental protection; and can remove; reclaim and recycling supportingization of house of structure; cost is low; from heavy and light; overall structure is good, the intensity height; antidetonation; insulation; energy-conservation; pollution-free, easily finishing is both artistic and practical.Because wallboard is made of the light-weight foam plate, has improved safety in utilization, after wallboard is in place, does not need to do the insulation of interior wall and exterior wall again, saves a procedure, can improve project speed.
Description of drawings
Fig. 1 is the structural representation of house foundation of the present invention.
Fig. 2 is the A partial enlarged drawing of Fig. 1.
Fig. 3 is the structural representation of lower guideway of the present invention.
Fig. 4 is the partial enlarged drawing of Fig. 1.
Fig. 5 is the B partial enlarged drawing of Fig. 4.
Fig. 6 is the structural representation of glidepath of the present invention.
Fig. 7 is the structural representation of the installation of body of wall of the present invention bight supporting member and glidepath.
Fig. 8 is the structural representation of body of wall of the present invention bight supporting member embodiment one.
Fig. 9 is the exploded view of body of wall bight supporting member among Fig. 8.
Figure 10 is the structural representation of body of wall of the present invention bight supporting member embodiment two.
Figure 11 is the lateral view of Figure 10.
Figure 12 is the structural representation of right angle type steel plate among Figure 11.
Figure 13 is the structural representation of partition wall bight supporting member, partition wall middle part supporting member, the supporting member installation of body of wall middle part.
Figure 14 is the structural representation after the upward slide rail installation.
Figure 15 is the partial enlarged drawing of Figure 14.
Figure 16 is the enlarged drawing of C part among Figure 15.
Figure 17 is the structural representation after the upward slide rail installation.
Figure 18 is the structural representation after body of wall and the partition wall installation.
Figure 19 is the structural representation that partition wall carries out assembly unit.
Figure 20 is the structural representation that body of wall carries out assembly unit.
Figure 21 is inside and outside wallboard dislocation structure arranged schematic diagram.
Figure 22 is the structural representation after the roof installation in first floor of the present invention house.
Figure 23 is the structural representation of ceiling unit among Figure 22.
Figure 24 is the partial exploded view of Figure 23.
Figure 25 is the structural representation after the under(-)chassis installation of the second layer of the present invention house.
Figure 26 is the partial enlarged drawing of Figure 25.
Figure 27 is the structural representation after the second layer of the present invention house installation.
Figure 28 is the structural representation after the 3rd layer of house installation of the present invention.
Figure 29 is the structural representation after the loft installation on the roof in the 3rd layer of house of the present invention.
Figure 30 be the first floor house top frame, first floor house the structural representation that connects by bolt fastener of the under(-)chassis in roof, second layer house.
Figure 31 is the structural representation that wallboard of the present invention connects by deep floor.
Figure 32 is the D partial enlarged drawing of Figure 31.
Figure 33 is the structural representation that deep floor cooperates with wallboard among Figure 32.
Figure 34 is the structural representation of deep floor embodiment one of the present invention.
Figure 35 is the structural representation of deep floor embodiment two of the present invention.
Figure 36 is the structural representation that wallboard of the present invention is connected with the outsourcing strengthening steel slab.
Figure 37 is that the present invention has the structural representation that the wallboard of outsourcing strengthening steel slab splices.
Figure 38 is the enlarged drawing of the E part of Figure 37.
Figure 39 is the enlarged drawing of the F part of Figure 37.
Figure 40 is the enlarged drawing of the G part of Figure 37.
Figure 41 is the structural representation of Figure 34, deep floor shown in Figure 35.
The specific embodiment
The present invention is a kind of chute type light steel keel assembled house, is made up of one deck or two-layer or multilayer, and every layer of house has body of wall, partition wall and roof; Please refer to Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5, Fig. 6, Fig. 7, the under(-)chassis 11 of house first floor, bottom skeleton 21 all are to be connected on the basis 20 in house by anchor bolt, and the basis in first floor house is a ground.The body of wall in every layer of house is by under(-)chassis 11 and top frame 12 supportings, and under(-)chassis 11 is to be spliced by many horizontal, vertical lower guideways 131,132, and under(-)chassis 11 is identical with the contour shape in house, and lower guideway is provided with the track that opening makes progress; Lower guideway can be the monorail guide rail, also can be the two-rail guide rail.Please refer to Fig. 3, in the present embodiment, lower guideway is made of score-rail, is provided with two gear sheets 133,134 in the groove of rail, and the position of this two gears sheet 133,134 is staggered; Form inner orbit 137 between the ledge 135 of catch 133 and rail inboard; Form outside track 138 between the ledge 136 in the catch 134 and the rail outside; Have the through hole 139 that is used to place anchor bolt 18 in the bottom surface of lower guideway 131; Lower guideway 131 is fixed on the basis 20, as shown in Figure 5 by nut 19.
Please refer to Fig. 7, Fig. 8, Fig. 9, be provided with body of wall bight supporting member at joining places horizontal, vertically lower guideway 131,132 ends, body of wall bight supporting member is made up of No. one, No. two, No. three, No. four gripper shoes 1,2,3,4, and the lower end of No. one, No. two gripper shoes 1,2 embeds respectively laterally, vertically locate in the inner orbit of lower guideway 131,132; The rear end of a gripper shoe 1 has the tenon mouth 102 that cooperates with wallboard.The rear end of No. two gripper shoes 2 has the tenon 201 that cooperates with wallboard.The front end vertical butt joint of No. one, No. two gripper shoes 1,2 is also fixed by securing member.
Securing member is made up of bolt head 31, nut 32, the front end of a gripper shoe 1 has been provided with the outsourcing strengthening steel slab 103 of reinforcement effect, the front end of No. two gripper shoes 2 has been provided with the outsourcing strengthening steel slab 203 of reinforcement effect, bolt head 32 is fixed on the outsourcing strengthening steel slab 203, have the through hole 104 that is used to place bolt head 32 on the outsourcing strengthening steel slab 103, No. one, No. two gripper shoe 1,2 gesture with the corner are abutted together, and bolt head 32 inserts in the through hole 104, by nut 31 lockings.
The lower end of No. three, No. four gripper shoes 3,4 embeds respectively laterally, vertically locate in the outside track of lower guideway 131,132; The rear end of No. three gripper shoes 3 has the tenon 301 that cooperates with wallboard.The rear end of No. four gripper shoes 4 has the tenon mouth 402 that cooperates with wallboard.The front end vertical butt joint of No. three, No. four gripper shoes 3,4 is also fixed by securing member.The structure of No. three gripper shoes 3 is identical with the structure of a gripper shoe 1; The structure of No. four gripper shoes 4 is identical with the structure of No. two gripper shoes 2.Please refer to Fig. 8, outsourcing strengthening steel slab 103 is by affixed with horizontal lower guideway 131 from merit screw 34.
Please refer to Figure 10, Figure 11, Figure 12, the front end of No. three, No. four gripper shoes 3,4 also can be fixing by two blocks of right angle type steel plates 38,39, wherein right angle type steel plate 38 is arranged on the external corners place of No. three, No. four gripper shoe 3,4 gripper shoes, another piece right angle type steel plate 39 is arranged on the inside corner place of No. three, No. four gripper shoes 3,4, two blocks of right angle type steel plates 38,39 are respectively by being connected with No. three, No. four gripper shoes 3,4 from merit screw 40, and the bottom of two blocks of right angle type steel plates 38,39 is by affixed from merit screw 34 and lower guideway.
Please refer to Figure 13, Figure 14, Figure 15, Figure 16, partition wall is by bottom skeleton 21 and 22 supportings of top skeleton, and bottom skeleton 21 is spliced to form by many horizontal, vertical glidepaths 231,232, and the layout of bottom skeleton is identical with the layout in room; Glidepath 231,232 is the monorail slide rail, and glidepath 231,232 is provided with the track that opening makes progress.
Be provided with partition wall bight supporting member at joining place horizontal, vertically glidepath 231,232, partition wall bight supporting member is made up of No. five, No. six gripper shoes 5,6, and the lower end of No. five, No. six gripper shoes 5,6 embeds respectively laterally, vertically locate in the track of glidepath 231,232; The front end vertical butt joint of No. five, No. six gripper shoes 5,6 is also fixed by securing member; The structure of No. five gripper shoes 5 is identical with the structure of a gripper shoe 1, and the structure of No. six gripper shoes 6 is identical with the structure of No. two gripper shoes 2.
Laterally, vertically the infall of glidepath 231,232 is provided with partition wall middle part supporting member, partition wall middle part supporting member is made up of No. seven, No. eight gripper shoes 7,8, No. seven, No. eight gripper shoes 7,8 embed respectively laterally, vertically in the track of glidepath 231,232, the front end square crossing of No. seven, No. eight gripper shoes 7,8 is joined and is fixed by connector;
Laterally, vertically glidepath 231,232 and infall horizontal, vertically lower guideway 131,132 are provided with body of wall middle part supporting member, body of wall middle part supporting member is made up of No. nine, No. ten gripper shoes 9,10, the lower end of No. nine, No. ten gripper shoes 9,10 embeds respectively in the inner orbit of glidepath and lower guideway, and the front end square crossing of No. nine, No. ten gripper shoes 9,10 is joined and fixed by connector;
Please refer to Figure 16, above-mentioned connector can be the junction plate 33 of right angle type.The connector of this right angle type is by being connected with gripper shoe from merit screw 34.
Please refer to Figure 17, Figure 18, top frame 12 is spliced by many horizontal, vertical upper rails 141,142; Upper rail is identical with the structure of lower guideway, all is the guide rail with two-rail; The opening of lower guideway up, the opening of upper rail forms the caulking groove of setting-in wallboard down.Laterally, vertically upper rail 141,142 is erected between body of wall bight supporting member, the body of wall middle part supporting member, laterally, vertically the decorating position of upper rail 141,142 with laterally, the position of vertical lower guideway 131,132 is corresponding consistent; Please refer to Figure 19, partition wall is made up of polylith dividing plate 17 splicing, and the upper/lower terminal of every dividing plate 17 is embedded in respectively in the track of top skeleton, bottom skeleton and locatees; The forward and backward two ends of every dividing plate 17 have tenon and tenon mouth respectively, and each piece dividing plate 17 joins end to end successively, locate in the tenon mouth of the last dividing plate rear end of tenon embedding of a back dividing plate front end.But splicing for convenience, the dividing plate 175 that last piece embeds does not have tenon and tenon mouth, embeds with convenient.
Please refer to Figure 20, Figure 21, body of wall is made up of inside and outside metope, interior metope is made up of polylith inner wall panel 15, the forward and backward two ends of inner wall panel 15 have tenon 151 and tenon mouth 152 respectively, the upper/lower terminal of every inner wall panel 15 embeds respectively in the inner orbit of upper rail, lower guideway and locatees, each piece inner wall panel 15 joins end to end successively, location in the tenon mouth 152 of the last inner wall panel rear end of tenon 151 embeddings of back inner wall panel 15 front ends.But splicing for convenience, the inner wall panel 155 that last piece embeds does not have tenon and tenon mouth, embeds with convenient.
Wall face is made up of 16 splicings of polylith side fascia; The upper/lower terminal of every block of side fascia 16 embeds respectively in the outside track of upper rail, lower guideway and locatees, the forward and backward two ends of every block of side fascia 16 have tenon 161 and tenon mouth 162 respectively, each piece side fascia 16 joins end to end successively, location in the tenon mouth 162 of the last side fascia rear end of tenon 161 embeddings of a back side fascia front end.But splicing for convenience, the side fascia 165 that last piece embeds does not have tenon and tenon mouth, embeds with convenient.
On every block of side fascia 16, following two ends embed upper rail respectively, locate in the outside track of lower guideway, the splicing seams of two blocks of adjacent side fascias 16 just and the central lines of catch 134, on the every inner wall panel 15, following two ends embed upper rail respectively, locate in the inner orbit of lower guideway, the splicing seams of two adjacent inner wall panels 15 just and the central lines of catch 133, because catch 133 is to be crisscross arranged with catch 134, therefore, the splicing seams of the splicing seams of side fascia 16 and inner wall panel 15 is also interlaced, weakened the penetrating influence of seam crossing, thereby eliminate heat bridge and cold bridge, between interior metope and wall face, form air blanketing, improved the building heat preserving soundproof effect.
Please refer to Figure 19, Figure 20 can add rectangular plate 35 and short slab 36 in partition wall, interior metope, the wall face splicing, to be formed for installing the hole 37 of door and window.
The front end of No. three, No. four, No. five, No. six, No. seven, No. eight, No. nine, No. ten gripper shoes has been provided with the outsourcing strengthening steel slab of reinforcement effect, thus the assembling that makes whole building be connected more stable, firm, shock resistance.The rear end of No. five, No. six, No. seven, No. eight gripper shoes has tenon or the tenon mouth that cooperates with dividing plate.The rear end of No. nine, No. ten gripper shoes has tenon or the tenon mouth that cooperates with inner wall panel, dividing plate respectively.
Please refer to Figure 22, the roof is made up of a plurality of ceilings unit 30, please refer to Figure 23, Figure 24, each ceiling unit 30 is made up of polylith floor 25 and two channel-section steels 26,27, notch 28,29 directions of these two channel-section steels 26,27 are relative, be formed for the caulking groove of setting-in floor 25, the two ends of each piece floor 25 are embedded in the notch interior 28,29 of these two channel-section steels respectively and realize the location.
Please refer to Figure 25, Figure 26, ceiling unit 30 is by being connected with top frame 12 from the merit screw.This house is from the second layer, and the under(-)chassis 11 in every layer of house, bottom skeleton all are to be connected on the roof 30 in adjacent following one deck house by anchor bolt.Please refer to Figure 30, this anchor bolt is made up of bolt 46 and nut 19, and this bolt 46 is bottom-up to be passed successively, and under(-)chassis 11 backs in the top frame 12 in first floor house, floor 25, second layer house are fastening with nut 19.
Please refer to Figure 27, after 100 installations of first floor house, with identical method second layer house 200 is installed again; Please refer to Figure 28, after 200 installations of second layer house, with identical method the 3rd layer of house 300 is installed again; Please refer to Figure 29, at last on the house of top layer, loft 400 is installed.
Please refer to Figure 31,32, connect by deep floor 41 between two blocks of adjacent side fascias 16, the top and bottom of this deep floor 41 are respectively by being connected with lower guideway 13 with upper rail 14 from merit screw 34.
Please refer to Figure 34, deep floor 41 has stamping forming wedge angle 42, to increase solidness.Please refer to Figure 33, this wedge angle 42 embeds in the gap 47 of adjacent two inner wall panels, 15 splicing seams places formation.
Please refer to Figure 35, deep floor 41 has the lug boss 43 of bending and molding, to increase solidness.
Please refer to Figure 41, the deep floor 41 of band wedge angle 42 deep floors 41 and band lug boss 43 can be respectively arranged with the inside and outside both sides of side fascia 16, with increase degree of being connected firmly.
Please refer to Figure 36, the forward and backward two ends of inner wall panel 15 have tenon 151 and tenon mouth 152 respectively, and the front end tenon 151 of inner wall panel 15 has outsourcing strengthening steel slab 44, the firmness when splicing to increase.
Please refer to Figure 37, Figure 38, the forward and backward two ends of side fascia 16 have tenon and tenon mouth respectively, and the front end tenon of side fascia 16 has outsourcing strengthening steel slab 45, the firmness when splicing to increase.
Please refer to Figure 39, the outsourcing strengthening steel slab 44 of inner wall panel 15 front end tenons 151 and upper rail 141 are by being connected from merit screw 34.
Please refer to Figure 40, the outsourcing strengthening steel slab 44 of inner wall panel 15 front end tenons 151 with laterally, vertically between the lower guideway 131,132 by being connected from merit screw 34.
Claims (10)
1. chute type light steel keel assembled house is made up of one deck or two-layer or multilayer, and every layer of house has body of wall, partition wall and roof, it is characterized in that:
The body of wall in every layer of house is by under(-)chassis and top frame supporting, and under(-)chassis is to be spliced by many horizontal, vertical lower guideways, and under(-)chassis is identical with the contour shape in house, and described lower guideway is provided with the track that opening makes progress;
The partition wall in every layer of house is by bottom skeleton and top skeleton supporting, and the bottom skeleton is spliced to form by many horizontal, vertical glidepaths, and the layout of bottom skeleton is identical with the layout in room; Described glidepath is provided with the track that opening makes progress;
Described joining place horizontal, vertically lower guideway end is provided with body of wall bight supporting member, described joining place horizontal, vertically glidepath end is provided with partition wall bight supporting member, described infall horizontal, vertically glidepath is provided with partition wall middle part supporting member, and this horizontal, vertical glidepath and described infall horizontal, vertically lower guideway are provided with body of wall middle part supporting member;
Described body of wall bight supporting member is made of the gripper shoe of two vertical butt joint, and the gripper shoe of these two vertical butt joint is fixed by securing member; Described partition wall bight supporting member is identical with body of wall bight supporting member structure;
Described body of wall middle part supporting member is made of the gripper shoe of two square crossings; The gripper shoe of these two square crossings is fixed by connector; Described partition wall middle part supporting member is identical with body of wall middle part supporting member structure;
Top frame all is to be spliced by many horizontal, vertical upper rails, and this laterally, vertically upper rail is provided with the track that Open Side Down; Laterally, vertically upper rail is erected between body of wall bight supporting member, the body of wall middle part supporting member, laterally, vertically the decorating position of upper rail with laterally, the position of vertical lower guideway is corresponding consistent;
The top skeleton laterally, is vertically gone up slide rail by many and is spliced to form, and laterally, vertically goes up slide rail and is provided with the track that Open Side Down; Laterally, vertically go up sliding rail frame and be located between partition wall bight supporting member, the partition wall middle part supporting member, the decorating position of laterally, vertically going up slide rail is corresponding consistent with position horizontal, vertically glidepath;
Described body of wall is spliced to form by the polylith wallboard, these wallboards embed respectively in the embeded slot that forms between the upper and lower guide rail, described partition wall is spliced to form by the polylith dividing plate, these dividing plates embed respectively in the embeded slot that forms between the upper and lower slide rail, described roof is made up of a plurality of ceilings unit, and the ceiling unit is connected with top frame by securing member.
2. chute type light steel keel assembled house as claimed in claim 1, it is characterized in that: described lower guideway, upper rail all are the guide rails with inside and outside track, described body of wall is made of inside and outside metope, wall face is spliced to form by the polylith side fascia, interior metope is spliced to form by the polylith inner wall panel, the upper/lower terminal of every block of side fascia embeds respectively in the outside track of upper rail, lower guideway and locatees, and the upper/lower terminal of every inner wall panel embeds respectively in the inner orbit of upper rail, lower guideway and locatees.
3. chute type light steel keel assembled house as claimed in claim 1, it is characterized in that: each ceiling unit is made up of polylith floor and two channel-section steels, these two channel-section steels are oppositely arranged, and the two ends of described each piece floor are embedded in the interior location of notch of these two channel-section steels respectively.
4. chute type light steel keel assembled house as claimed in claim 1, it is characterized in that: the under(-)chassis of described house first floor, bottom skeleton all are to be connected on the basis in house by anchor bolt, this house is from the second layer, and the under(-)chassis in every layer of house, bottom skeleton all are to be connected on the roof in adjacent following one deck house by anchor bolt.
5. chute type light steel keel assembled house as claimed in claim 1 is characterized in that: the roof in described every layer of house is to be fixed on the top frame in this layer house from the merit screw.
6. chute type light steel keel assembled house as claimed in claim 1, it is characterized in that: the front end of the gripper shoe of described two vertical butt joint has been provided with the outsourcing strengthening steel slab of reinforcement effect, wherein the outsourcing strengthening steel slab of a gripper shoe is provided with bolt, the outsourcing strengthening steel slab of another piece gripper shoe is provided with the through hole that is used to place bolt, described bolt penetrates in this through hole, and is fastening with nut.
7. chute type light steel keel assembled house as claimed in claim 1, it is characterized in that: the front end of the gripper shoe of described two vertical butt joint is provided with two blocks of right angle type steel plates, wherein right angle type steel plate is arranged on the external corners place of described two gripper shoes, another piece right angle type steel plate is arranged on the inside corner place of described two gripper shoes, these two blocks of right angle type steel plates are connected with two gripper shoes by securing member respectively, and the bottom of these two blocks of right angle type steel plates and described lower guideway or glidepath are affixed.
8. chute type light steel keel assembled house as claimed in claim 1 is characterized in that: described connector is the junction plate at right angle, and this junction plate is by affixed from the gripper shoe of merit screw and described two square crossings.
9. chute type light steel keel assembled house as claimed in claim 1, it is characterized in that: the forward and backward two ends of described every block of wallboard have tenon and tenon mouth respectively, each piece wallboard joins end to end successively, locate in the tenon mouth of the last wallboard rear end of tenon embedding of the wallboard front end in back, the forward and backward two ends of described every dividing plate have tenon and tenon mouth respectively, each piece dividing plate joins end to end successively, locatees in the tenon mouth of the last dividing plate rear end of tenon embedding of a back dividing plate front end.
10. chute type light steel keel assembled house as claimed in claim 1, it is characterized in that: described horizontal, vertical lower guideway is a score-rail, be provided with two gear sheets in the groove of rail, the position of this two gears sheet is staggered, forms inside and outside track between the ledge of two gear sheets and rail both sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008101108516A CN101289880B (en) | 2008-06-13 | 2008-06-13 | Chute type light steel keel assembled house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008101108516A CN101289880B (en) | 2008-06-13 | 2008-06-13 | Chute type light steel keel assembled house |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101289880A true CN101289880A (en) | 2008-10-22 |
| CN101289880B CN101289880B (en) | 2011-06-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2008101108516A Expired - Fee Related CN101289880B (en) | 2008-06-13 | 2008-06-13 | Chute type light steel keel assembled house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101289880B (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN101988305B (en) * | 2009-08-05 | 2012-06-13 | 徐泽樟 | Novel low-layer prefabricated assembled steel structure house system |
| CN101858154B (en) * | 2009-04-08 | 2012-11-07 | 可思梦株式会社 | Unit room and two-story installation structure thereof |
| CN105358779A (en) * | 2013-04-24 | 2016-02-24 | 哈莱尔德·马丁 | Room system |
| CN107806176A (en) * | 2017-12-01 | 2018-03-16 | 贵州精正检测有限公司 | Steel construction assembled architecture and its construction method based on BIM |
| CN108560811A (en) * | 2017-12-30 | 2018-09-21 | 孙业平 | A kind of PVC polymer fibers light cellular partition board and its construction installation method |
| CN108867998A (en) * | 2018-08-28 | 2018-11-23 | 四川建安装配式工程科技股份有限公司 | Assembled rural area house integration girder steel and integrated girder steel and wall composite construction |
| CN109235653A (en) * | 2018-10-17 | 2019-01-18 | 中建钢构有限公司 | Assembled enclosure wall and prefabricated buildings |
| CN109723149A (en) * | 2019-02-11 | 2019-05-07 | 武汉迈特绿色建筑科技股份有限公司 | Slidingtype attachment device |
| CN110453868A (en) * | 2019-08-15 | 2019-11-15 | 金螳螂精装科技（苏州）有限公司 | A kind of assembled inner corner trim connection structure for M38 lightgage steel joist |
| CN112962811A (en) * | 2021-01-22 | 2021-06-15 | 深圳东海建设集团有限公司 | Indoor wall insulation structure with sound insulation function |
| CN113294012A (en) * | 2021-06-25 | 2021-08-24 | 诚栋集成房屋河北有限公司 | Integrated house |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| ZA929791B (en) * | 1991-12-19 | 1993-09-16 | Knudson Gary Art | Building and method and apparatus for making panel assemblies and connecting apparatus |
| CN2499458Y (en) * | 2001-07-06 | 2002-07-10 | 上海意达彩涂钢材制品有限公司 | Assembled colour plate tool room |
| CN2673973Y (en) * | 2003-11-21 | 2005-01-26 | 宋新建 | Rail type multi-layer structure section house |
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| CN101858154B (en) * | 2009-04-08 | 2012-11-07 | 可思梦株式会社 | Unit room and two-story installation structure thereof |
| CN101988305B (en) * | 2009-08-05 | 2012-06-13 | 徐泽樟 | Novel low-layer prefabricated assembled steel structure house system |
| CN105358779A (en) * | 2013-04-24 | 2016-02-24 | 哈莱尔德·马丁 | Room system |
| CN107806176A (en) * | 2017-12-01 | 2018-03-16 | 贵州精正检测有限公司 | Steel construction assembled architecture and its construction method based on BIM |
| CN108560811A (en) * | 2017-12-30 | 2018-09-21 | 孙业平 | A kind of PVC polymer fibers light cellular partition board and its construction installation method |
| CN108867998A (en) * | 2018-08-28 | 2018-11-23 | 四川建安装配式工程科技股份有限公司 | Assembled rural area house integration girder steel and integrated girder steel and wall composite construction |
| CN109235653A (en) * | 2018-10-17 | 2019-01-18 | 中建钢构有限公司 | Assembled enclosure wall and prefabricated buildings |
| CN109723149A (en) * | 2019-02-11 | 2019-05-07 | 武汉迈特绿色建筑科技股份有限公司 | Slidingtype attachment device |
| CN109723149B (en) * | 2019-02-11 | 2024-02-20 | 武汉迈特绿色建筑科技股份有限公司 | Sliding type connecting device |
| CN110453868A (en) * | 2019-08-15 | 2019-11-15 | 金螳螂精装科技（苏州）有限公司 | A kind of assembled inner corner trim connection structure for M38 lightgage steel joist |
| CN112962811A (en) * | 2021-01-22 | 2021-06-15 | 深圳东海建设集团有限公司 | Indoor wall insulation structure with sound insulation function |
| CN113294012A (en) * | 2021-06-25 | 2021-08-24 | 诚栋集成房屋河北有限公司 | Integrated house |
| CN114215225A (en) * | 2022-01-06 | 2022-03-22 | 成都劲启家居有限公司 | Assembly structure for partition wall and suspended ceiling and assembly method thereof |
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| Publication number | Publication date |
|---|---|
| CN101289880B (en) | 2011-06-22 |
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