CN101307621A

CN101307621A - Upper and lower light steel chute corner support assembled house building method

Info

Publication number: CN101307621A
Application number: CNA2008101108520A
Authority: CN
Inventors: 李永清
Original assignee: Individual
Current assignee: Individual
Priority date: 2008-06-13
Filing date: 2008-06-13
Publication date: 2008-11-19
Anticipated expiration: 2028-06-13
Also published as: CN101307621B

Abstract

The invention relates to a building construction method for a corner support combination of an upper lightweight steel slideway and a lower lightweight steel slideway. A building consists of one layer, two layers or three layers, and the construction steps of each layer of the building are as follows: firstly, anchor bolts are arranged on a building foundation, and the distribution of the anchor bolts is the same as the pattern of the building; secondly, a walling bottom frame is arranged on the foundation; thirdly, a walling corner support element is arranged; fourthly, a partition wall bottom frame is arranged; fifthly, a partition wall corner support element is arranged; sixthly, a partition wall intermediate support element is arranged; seventhly, a walling intermediate support element is arranged; eighthly, a top framework is arranged; ninthly, a walling top frame is arranged; tenthly, a partition wall is formed; eleventhly, a walling is formed; twelfthly, ceiling units are laid on the top frame and the top framework. The building construction method has small construction difficulty, high assembly efficiency and low cost; the deadweight of the building is low; the whole building is stable and firm; and the method is convenient for industrial production and can be rapidly completed in a construction site.

Description

Upper and lower light steel chute corner support assembled house building method

Technical field

The present invention relates to the building method in house, but the house of particularly a kind of quick-assembling combination.

Background technology

The construction method of conventional house is to lay reinforcing bar at the construction field (site) and set up template, carry out concrete pouring again, form beam, post, the main member in house and beam, fixing between the post by welding, personnel and construction equipment there is higher requirement, weld seam directly bears the effect of enormous power, as welding quality problem is arranged, the bearing capacity and the resistance to overturning of directly influence building, the job site needs heavy lift, and the job site needs a large amount of places to stack reinforcing bar, cement, constructional materialss such as gravel are taken a lot of work, time-consuming, effort, building 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

Deficiency at the existing building construction method, the purpose of this invention is to provide a kind of upper and lower light steel chute corner support assembled house building method, its difficulty of construction is little, the packaging efficiency height, cost is low, and the building own wt is low, and monolithic stability leads solid, be convenient to suitability for industrialized production, can assemble fast at the construction field (site) and finish.

For achieving the above object, the present invention is by the following technical solutions:

A kind of upper and lower light steel chute corner support assembled house building method, this house by one deck two-layer or three layers form, it is characterized in that: the construction sequence in every layer of house is:

Step 1 is provided with anchor bolt on house foundation, the distribution of anchor bolt is identical with the general layout in house;

Step 2 is arranged the body of wall under(-)chassis on the basis, the body of wall under(-)chassis is spliced to form by horizontal, vertical lower guideway, and the shape of under(-)chassis is identical with the outline in house, with securing member under(-)chassis and anchor bolt is fixed;

Step 3, at joining place horizontal, vertically lower guideway end body of wall bight supporting member is set, body of wall bight supporting member is made up of No. one, No. two gripper shoes, with the lower end of No. one, No. two gripper shoe be placed on respectively laterally, vertically in the track of lower guideway, make the front end vertical butt joint of No. one, No. two gripper shoe, and fix by securing member;

Step 4, layout partition wall bottom skeleton in the outline of house that structure that under(-)chassis encloses forms, partition wall bottom skeleton is spliced to form by horizontal, vertical glidepath, and layout horizontal, vertically glidepath is identical with the layout in room;

Step 5, at joining place horizontal, vertically glidepath end partition wall bight supporting member is set, partition wall bight supporting member is made up of No. five, No. six gripper shoes, with the lower end of No. five, No. six gripper shoes be placed on respectively laterally, vertically in the track of glidepath, make the front end vertical butt joint of No. five, No. six gripper shoes, and fix by securing member;

Step 6, at infall horizontal, vertically glidepath stage casing partition wall middle part supporting member is set, partition wall middle part supporting member is made up of No. seven, No. eight gripper shoes, with the lower end of No. seven, No. eight gripper shoes be placed on respectively laterally, vertically in the track of glidepath, the front end square crossing of No. seven, No. eight gripper shoes is joined, and fix by securing member;

Step 7, infall at glidepath and lower guideway is 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, the lower end of No. nine, No. ten gripper shoes is placed on respectively in the track of glidepath, lower guideway, the front end square crossing of No. nine, No. ten gripper shoes is joined, and fix by securing member;

Step 8, the top skeleton is set up in upper end at partition wall bight supporting member, partition wall middle part supporting member, body of wall middle part supporting member, the top skeleton is spliced to form by laterally, vertically going up slide rail, and the layout that laterally, vertically goes up slide rail is corresponding consistent with described layout horizontal, vertically glidepath;

Step 9, the body of wall top frame is set up in upper end at body of wall bight supporting member, body of wall middle part supporting member, the body of wall top frame is spliced to form by horizontal, vertical upper rail, and layout horizontal, vertically upper rail is corresponding consistent with the layout of described horizontal, vertical lower guideway;

Step 10 embeds dividing plate in the caulking groove of slide rail, glidepath formation successively, and each piece dividing plate joins end to end, and splicing continuously forms partition wall, can add rectangular plate and short slab in splicing, is formed for installing the hole of door and window; The forward and backward two ends of the dividing plate that last piece embeds do not have tenon mouth or tongue-and-groove; Embed with convenient;

Step 11 embeds wallboard in the caulking groove of upper rail, lower guideway formation successively, and each piece wallboard joins end to end, and splicing continuously forms body of wall, can add rectangular plate and short slab in splicing, is formed for installing the hole of door and window;

Step 12 is laid on the ceiling unit on described top frame and the top skeleton, with securing member the ceiling unit is fixed on top frame and the top skeleton.

In the described step 10, after the dividing plate assembly unit is finished, between two adjacent dividing plates, deep floor is installed, is connected with glidepath with last slide rail respectively with the top and bottom of securing member with deep floor.

In the described step 11, after the wallboard splicing is finished, between two blocks of adjacent wallboards, deep floor is installed, is connected with glidepath with last slide rail respectively with the top and bottom of securing member with deep floor.

The forward and backward two ends of described every dividing plate have tenon and tenon mouth respectively, the front end tenon of every dividing plate has the outsourcing strengthening steel slab, in step 10, after the dividing plate assembly unit is finished, be connected with last slide rail with the upper end of securing member, be connected with glidepath with the lower end of securing member again this outsourcing strengthening steel slab with this outsourcing strengthening steel slab.

The forward and backward two ends of described every block of wallboard have tenon and tenon mouth respectively, the front end tenon of every block of wallboard has the outsourcing strengthening steel slab, in step 11, after the wallboard assembly unit is finished, be connected with upper rail with the upper end of securing member, be connected with lower guideway with the lower end of securing member again this outsourcing strengthening steel slab with this outsourcing strengthening steel slab.

After the installation of first floor house, with identical method second layer house is installed again; After two layers of house installation, with identical method the 3rd layer of house is installed again; And the like, continue to build the 4th, layer 5, until desirable height, on the house of top layer, loft is installed at last.

The present invention has following positive beneficial effect:

House of the present invention adopts splicing structure, the framework of inside and outside metope, the skeleton of partition wall; The ceiling keel all are to be made of light rail, adopt bolt between the main member, fix from the merit screw fashion, easy to assembly quick, the front end of gripper shoe has been provided with the outsourcing strengthening steel slab of reinforcement effect, by deep floor upper and lower guide rail is linked into an integrated entity, thereby the assembling that makes whole building be connected more stable, firm, shock resistance.The kind of the employed building unit in house of the present invention is less, several simple members are made up, need not a brick one watt, make the construction house become free and relaxed, convenient and swift, the huge recuperation that makes engineering is to Reduction of Students' Study Load, complicated construction becomes simple, construction period is shortened, and the house is cool in summer and warm in winter, thereby reaches truly energy-conservation.The present invention has proposed brand new concept to construction work and construction, many difficult problems of building field have fundamentally been solved, ecological construction to the mankind, construction of environmental protection, resources development and utilization, energy exploitation and application has and great impetus, for improving human living level and quality of life far reaching significance is arranged, and the present invention is applicable to individual layer, multistory building.

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 upper and lower light steel chute corner support assembled house building method, this house by one deck two-layer or three layers form, the construction sequence in every layer of house is:

Step 1 please refer to Fig. 1, Fig. 2, Fig. 3, and anchor bolt 18 is set on house foundation 20, and the distribution of anchor bolt 18 is identical with the general layout in house;

Step 2 please refer to Fig. 4, Fig. 5, Fig. 6, Fig. 7, arranges that on house foundation 20 body of wall under(-)chassis, under(-)chassis 11 are to be spliced by many horizontal, vertical lower guideways 131,132, 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.Under(-)chassis 11 is identical with the contour shape in house, please refer to Fig. 3, and 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.

Step 3, at joining place horizontal, vertically lower guideway end body of wall bight supporting member is set, please refer to Fig. 7, Fig. 8, Fig. 9, 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 Figure 10, Figure 11, Figure 12, No. three, No. four

gripper shoes

3,4 front end also can pass through two blocks of right angle

type steel plates

38,39 is fixing, wherein a right angle type steel plate 38 is arranged on No. three, No. four gripper shoes 3, the external corners place of 4 gripper shoes, another piece right angle type steel plate 39 is arranged on No. three, No. four

gripper shoes

3,4 inside corner place, two blocks of right angle

type steel plates

38,39 respectively by from merit screw and No. three, No. four

gripper shoes

3,4 connect, two blocks of right angle

type steel plates

38,39 bottom and lower guideway are affixed, affixed mode can be welding, rivet, or connect by securing member.

Step 4, in the outline of house that structure that under(-)chassis encloses forms, arrange partition wall bottom skeleton, please refer to Figure 13, Figure 14, Figure 15, Figure 16, 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, and layout horizontal, vertically glidepath 231,232 is identical with the layout in room.

Step 5, at joining place horizontal, vertically glidepath end partition wall bight supporting member is set, 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 is embedded respectively laterally, vertically locatees in the track of glidepath 231,232; Make the front end vertical butt joint of No. five, No. six

gripper shoes

5,6, and fix 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.

Step 6, at infall horizontal, vertically glidepath 231,232 partition wall middle part supporting member is set, 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 are embedded respectively laterally, vertically in the track of glidepath 231,232, make the front end square crossing of No. seven, No. eight

gripper shoes

7,8 join and fix by connector;

Step 7, be provided with body of wall middle part supporting member at horizontal, vertical glidepath 231,232 and infall horizontal, vertically lower guideway 131,132, 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 is embedded respectively in the inner orbit of glidepath and lower guideway, make the front end square crossing of No. nine, No. ten

gripper shoes

9,10 join and fix 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.

Step 8 is set up the top skeleton in the upper end of partition wall bight supporting member, partition wall middle part supporting member, body of wall middle part supporting member,

Top skeleton 22 laterally, is vertically gone up slide rail 241,242 by many and is spliced to form, and last slide rail is identical with the structure of glidepath, all is the guide rail with monorail; The opening of glidepath up, the opening of last slide rail forms the caulking groove of setting-in dividing plate down.Laterally, the decorating position of vertically going up slide rail 241,242 is with laterally, vertically the position of glidepath is corresponding consistent;

Step 9 is set up the body of wall top frame in the upper end of body of wall bight supporting member, body of wall middle part supporting member, please refer to Figure 17, Figure 18, and 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 the decorating position of upper rail 141,142 is corresponding consistent with position horizontal, vertically lower guideway 131,132;

Step 10, please refer to Figure 19, dividing plate 17 embedded in the caulking groove that slide rail, glidepath form successively locate, the forward and backward two ends of every dividing plate 17 have tenon and tenon mouth respectively, each piece dividing plate 17 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.But splicing for convenience, the dividing plate 175 that last piece embeds does not have tenon and tenon mouth, embeds with convenient.Each piece dividing plate joins end to end, and splicing continuously forms partition wall, can add rectangular plate 35 and short slab 36 in splicing, is formed for installing the hole 37 of door and window; The forward and backward two ends of the dividing plate 175 that last piece embeds do not have tenon mouth or tongue-and-groove; Embed with convenient;

Step 11, please refer to Figure 20, Figure 21, the upper/lower terminal of inner wall panel 15 is embedded respectively in the caulking groove of upper rail, the formation of lower guideway inner orbit, the forward and backward two ends of every 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, metope in forming.But splicing for convenience, the inner wall panel 155 that last piece embeds does not have tenon and tenon mouth, embeds with convenient; In splicing, can add rectangular plate 35 and short slab 36, be formed for installing the hole 37 of door and window;

The upper/lower terminal of every block of side fascia 16 is embedded respectively in the caulking groove that the outside track of upper rail, lower guideway forms, 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.Form wall face.But splicing for convenience, the side fascia 165 that last piece embeds does not have tenon and tenon mouth, embeds with convenient.In splicing, can add rectangular plate 35 and short slab 36, be formed for installing the hole 37 of door and window;

The splicing seams of two blocks of adjacent side fascias 16 just and the central lines of catch 134, 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, has weakened the penetrating influence of seam crossing, thereby eliminates heat bridge and cold bridge, between interior metope and wall face, form air blanketing, improved the building heat preserving soundproof effect.

Step 12 please refer to Figure 25, Figure 26, and ceiling unit 30 is laid on top frame 12 and the top skeleton 22, uses from the merit screw ceiling unit 30 is fixed on top frame 12 and the top skeleton 22.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 steel keel 26,27, notch 28,29 directions of these two channel-section steel keel 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 steel keel respectively and realize the location.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 25, Figure 26, Figure 27, after 100 construction of first floor house are finished, build second layer house 200 with identical method again; The basis in second layer house 200 is roofs of first floor.During the assembly unit second layer, under(-)chassis, the bottom skeleton with second layer house all is fixed on the roof in first floor house by anchor bolt earlier.Anchor bolt can be an expansion bolt.Its leeway stage of construction of second layer house and first floor house are identical.

Please refer to Figure 28, after 200 installations of second layer house, build the 3rd layer of house 300 with identical method again; The basis in the 3rd layer of house 300 is roofs of the second layer.During the 3rd layer of assembly unit, under(-)chassis, the bottom skeleton with the 3rd layer of house all is fixed on the roof in second layer house by anchor bolt earlier.Anchor bolt can be an expansion bolt.The 3rd layer of ground, house stage of construction and second layer house are identical.Please refer to this anchor bolt of Figure 30 and be made up of bolt 46 and nut 19, 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 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 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; And the like, can continue to build the 4th, layer 5, the height until desirable please refer to Figure 29, on the house of top layer loft 400 is installed at last.

In step 10, after the dividing plate assembly unit is finished, between two adjacent dividing plates, deep floor is installed, be connected with glidepath with last slide rail respectively with the top and bottom of securing member deep floor.

Please refer to Figure 31,32, in step 11, after the wallboard splicing is finished, deep floor 41 is installed between two blocks of adjacent side fascias 16, with being connected with upper rail 14, use from the lower end of merit screw 34 to be connected with lower guideway 13 with deep floor 41 from the upper end of merit screw 34 with deep floor 41.

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 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.

The forward and backward two ends of every dividing plate have tenon and tenon mouth respectively, the front end tenon of every dividing plate has the outsourcing strengthening steel slab, in the step 10, after the dividing plate assembly unit is finished, be connected with last slide rail with the upper end of securing member, be connected with glidepath with the lower end of securing member again this outsourcing strengthening steel slab with this outsourcing strengthening steel slab.

Please refer to Figure 36, the forward and backward two ends of every 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.

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, in step 11, after inner wall panel 15 assembly units are finished, use from the upper end of merit screw 34 to be connected with upper rail 141 with this outsourcing strengthening steel slab 44, use again from the lower end of merit screw 34 to be connected as shown in figure 40 with lower guideway 132 with this outsourcing strengthening steel slab 44.

Claims

1. upper and lower light steel chute corner support assembled house building method, this house by one deck two-layer or three layers form, it is characterized in that: the construction sequence in every layer of house is:

Step 1 is provided with anchor bolt on house foundation, the distribution of anchor bolt is identical with the general layout in house,

Step 2 is arranged the body of wall under(-)chassis on the basis, the body of wall under(-)chassis is spliced to form by horizontal, vertical lower guideway, and the shape of under(-)chassis is identical with the outline in house; With securing member under(-)chassis and anchor bolt are fixed;

2. upper and lower light steel chute corner support assembled house building method as claimed in claim 1, it is characterized in that: described horizontal, vertical lower guideway is the score-rail with inside and outside track, in step 3, body of wall bight supporting member is made up of No. one, No. two, No. three, No. four gripper shoes, with the lower end of No. one, No. two gripper shoe be placed on respectively laterally, vertically in the inner orbit of lower guideway, make the front end vertical butt joint of No. one, No. two gripper shoe, and fix by securing member; The lower end of No. three, No. four gripper shoes is placed on respectively laterally, vertically in the outside track of lower guideway, makes the front end vertical butt joint of No. three, No. four gripper shoes, and fix by securing member; In step 11, at first wallboard is embedded successively in the caulking groove of upper rail, the formation of lower guideway inner slide, each piece wallboard joins end to end, splicing continuously, form inboard body of wall, in splicing, can add rectangular plate and short slab, be formed for installing the hole of door and window; The forward and backward two ends of the side fascia that last piece embeds do not have tenon mouth or tongue-and-groove; Embed with convenient; Then wallboard is embedded successively in the caulking groove of upper rail, the formation of lower guideway external slideway, each piece wallboard joins end to end, and splicing continuously forms outside body of wall, can add rectangular plate and short slab in splicing, is formed for installing the hole of door and window; The forward and backward two ends of the side fascia that last piece embeds do not have tenon mouth or tongue-and-groove; Embed with convenient.

3. upper and lower light steel chute corner support assembled house building method as claimed in claim 1 is characterized in that: the basis of described house first floor is a ground, and from the second layer, the basis in every layer of house is the roof in adjacent following one deck house.

4. upper and lower light steel chute corner support assembled house building method as claimed in claim 1, it is characterized in that: in the described step 10, after the dividing plate assembly unit is finished, between two adjacent dividing plates, deep floor is installed, is connected with glidepath with last slide rail respectively with the top and bottom of securing member with deep floor.

5. upper and lower light steel chute corner support assembled house building method as claimed in claim 1, it is characterized in that: in the described step 11, after the wallboard splicing is finished, between two blocks of adjacent wallboards, deep floor is installed, is connected with glidepath with last slide rail respectively with the top and bottom of securing member with deep floor.

6. upper and lower light steel chute corner support assembled house building method as claimed in claim 1, it is characterized in that: the forward and backward two ends of described every dividing plate have tenon and tenon mouth respectively, the front end tenon of every dividing plate has the outsourcing strengthening steel slab, in step 10, after the dividing plate assembly unit is finished, be connected with last slide rail with the upper end of securing member, be connected with glidepath with the lower end of securing member again this outsourcing strengthening steel slab with this outsourcing strengthening steel slab.

7. upper and lower light steel chute corner support assembled house building method 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, the front end tenon of every block of wallboard has the outsourcing strengthening steel slab, in step 11, after the wallboard assembly unit is finished, be connected with upper rail with the upper end of securing member, be connected with lower guideway with the lower end of securing member again this outsourcing strengthening steel slab with this outsourcing strengthening steel slab.

8. upper and lower light steel chute corner support assembled house building method as claimed in claim 1 is characterized in that: after the installation of first floor house, with identical method second layer house is installed again; After two layers of house installation, with identical method the 3rd layer of house is installed again, and the like, continue to build the 4th, layer 5, until desirable height, on the house of top layer, loft is installed at last.