CN104947792A - Simply-built green light steel fabricated building and installation method - Google Patents
Simply-built green light steel fabricated building and installation method Download PDFInfo
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- CN104947792A CN104947792A CN201510341157.5A CN201510341157A CN104947792A CN 104947792 A CN104947792 A CN 104947792A CN 201510341157 A CN201510341157 A CN 201510341157A CN 104947792 A CN104947792 A CN 104947792A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 93
- 239000010959 steel Substances 0.000 title claims abstract description 93
- 238000009434 installation Methods 0.000 title abstract description 6
- 238000010079 rubber tapping Methods 0.000 claims abstract description 30
- 238000010276 construction Methods 0.000 claims abstract description 16
- 239000002131 composite material Substances 0.000 claims abstract description 15
- 230000000875 corresponding Effects 0.000 claims abstract description 5
- 238000000034 method Methods 0.000 claims abstract description 5
- 239000000463 material Substances 0.000 claims description 12
- 239000004567 concrete Substances 0.000 claims description 11
- 239000011810 insulating material Substances 0.000 claims description 10
- 239000002344 surface layer Substances 0.000 claims description 7
- 239000004568 cement Substances 0.000 claims description 6
- 239000011083 cement mortar Substances 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 claims description 4
- JHLNERQLKQQLRZ-UHFFFAOYSA-N Calcium silicate Chemical compound [Ca+2].[Ca+2].[O-][Si]([O-])([O-])[O-] JHLNERQLKQQLRZ-UHFFFAOYSA-N 0.000 claims description 3
- 241000628997 Flos Species 0.000 claims description 3
- 229910001335 Galvanized steel Inorganic materials 0.000 claims description 3
- 238000005452 bending Methods 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 229910052918 calcium silicate Inorganic materials 0.000 claims description 3
- 239000000378 calcium silicate Substances 0.000 claims description 3
- 239000000945 filler Substances 0.000 claims description 3
- 239000006260 foam Substances 0.000 claims description 3
- 238000005755 formation reaction Methods 0.000 claims description 3
- 239000008397 galvanized steel Substances 0.000 claims description 3
- 239000011521 glass Substances 0.000 claims description 3
- 239000010410 layer Substances 0.000 claims description 3
- 239000011268 mixed slurry Substances 0.000 claims description 3
- 239000004575 stone Substances 0.000 claims description 3
- 238000009417 prefabrication Methods 0.000 abstract 2
- 238000010586 diagram Methods 0.000 description 10
- 239000000203 mixture Substances 0.000 description 4
- 238000010923 batch production Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
Abstract
The invention provides a simply-built green light steel fabricated building and an installation method. The fabricated building comprises wall plates, main plates, composite frame columns and main connection pieces. The two wall plates are connected by means of the corresponding main connection pieces through self-tapping screws. The composite frame columns and the wall plates are connected by means of the corresponding main connection pieces through self-tapping screws. In the connection process, firstly the main connection pieces abut against the composite frame columns, the self-tapping screws are screwed into the composite frame columns to fix the composite frame columns, the wall plates are then arranged in place, and the main connection pieces are clamped into lateral side grooves of the wall plates. The main boards are connected with the composite frame columns, and body column sleeves of the portions, on the top layers of the main plates, of the composite frame columns are inserted in upwards-exposed tenon columns in a sleeved mode and are then fixed through bolts. By means of the full industrialized prefabrication of the wall plates and the main plates, the prefabrication rate of main components of the building is greatly increased, and therefore the structure safety and quality of the building are better facilitated, site workloads are reduced, the construction environment pollution is reduced, the construction period is shortened, and cost is saved.
Description
Technical field
The present invention relates to green house technical field of buildings, particularly relate to a kind of letter and build green light steel assembling house and mounting method.
Background technology
Advance industrialization of construction industry, be conducive to realizing energy-saving and emission-reduction, advance green safety construction, improve workmanship, improve human settlement, promote upgrading of industrial structures.Assembled architecture is the inevitable choice realizing industrialization of construction industry.Prefabricated building adopt prefabricate standardized component, carries out in-site installation.At present, the use of prefabricated building gets more and more, but, existing prefabricated building mostly adopt steel structure frame and concrete prefabricated board system or adopt the light steel of thin-walled close rib keel composite construction system, assemblingization degree is lower, concrete material deadweight is comparatively large, and the workload of light steel close rib keel composite construction is general comparatively large, and mounting means is single and installation process is complicated simultaneously.How to found a kind of structural system clear, easy for installation, more save the duration thus the novel fabricated house reduced costs and mounting method thereof, be a current difficult problem urgently to be resolved hurrily.
Summary of the invention
Object of the present invention provides a kind of letter to build green light steel assembling house and mounting method, makes its structural system clear, easy for installation, to save the duration thus to reduce costs.
For achieving the above object, the technical solution used in the present invention is as follows, and green light steel assembling house is built in a kind of letter, and this house comprises wallboard (1), mainboard (2), combo box trestle (3) and main connector (4).
Described wallboard (1) is prefabricate composite plate, and wallboard (1) comprises light steel section bar (101), connector a (102), heat insulating material (103), LIFT (104), the lightgage steel joist of frame with Baltimore groove; The section of light steel section bar (101) and lightgage steel joist is M type or shape for hat or C type shape.Be interconnected by connector a (102) with self-tapping screw between light steel section bar (101) and lightgage steel joist.Wallboard (1) central filler has heat insulating material (103); The outermost of wallboard (1) is the LIFT (104) of modified cement mortar or light aggregate concrete material; Heat insulating material (103) is polyphenyl plate or stalk board or glass silk floss or foam cement.
Described mainboard (2) is also prefabricate composite plate, when factory process, first be interconnected with self-tapping screw by the connector b (202) in mainboard bight by the light steel truss structure beam (201) of surrounding, afterwards light steel secondary beam (203) is inserted the montant in light steel truss structure beam (201) by design interval, two ends are fixed with self-tapping screw, light steel secondary beam (203) lays pressure profiled steel decking sheets (204) and steel mesh reinforcement (205) successively, the top of mainboard (2) is LIFT (206), the LIFT material of LIFT (206) is light aggregate concrete or other mixed slurry.
Described combo box trestle (3) is prefabricated in the factory part, and combo box trestle (3) comprises main column (301), tenon post (302) and surface layer plate (303).Main column (301) and tenon post (302) are shaped steel of remaining silent, and both section configurations are rectangle or circle.The bottom of main column (301) and tenon post (302) are all reserved with bolt hole (304).The cross sectional shape of tenon post (302) and the identical of main column (301), and be in same central axis, size is that equal proportion is shunk to central axis.The top of tenon post (302) is shunk further, and form pyramidal structure, the grafting being up and down beneficial to combo box trestle (3) is in place.
When being prefabricated in the factory, first by one end welded closure that main column (301) is connected with tenon post (302) by steel plate, then weld tenon post (302).Surface layer plate (303) outside combo box trestle is for sticking production board or building plate, and production board selects GRC plate or leisure plate or cement fibrolite plate or calcium silicate board, builds plate and selects modified cement mortar or light aggregate concrete.
Combo box trestle (3) is when building on different positions, for the coupled column welded together by main column (301) that 1-4 radical amount does not wait, coupled column top is the tenon post (302) be separated from each other that corresponding 1-4 radical amount does not wait.
Described two wallboards (1) are connected with self-tapping screw by main connector (4).Main connector (4) is light steel section bar, and its section configuration is 8 fonts or drum type or rectangle or C-type steel shape, at different link positions, and its sectional dimension or its twice identical with the side grooves degree of depth of wallboard (1).When main connector (4) is for opening-closed sectional material, at its side minor face, be interval with preformed hole.When wallboard (1) straight line connects, first main connector (4) embedded the side grooves of first piece of wallboard (1) and expose half, being screwed into self-tapping screw afterwards makes connector (4) and wallboard fix, then by place for another block wallboard (1), main connector (4) remaining half is made to snap in the side grooves of wallboard (1).When wallboard (1) vertically connects, first the minor face of main connector (4) is close to wallboard (1), be screwed into self-tapping screw to wallboard (1) to be fixed, then by place for another block wallboard (1), main connector (4) is made to snap in the side grooves of wallboard (1).
Described combo box trestle (3) is connected with self-tapping screw by main connector (4) with wallboard (1).First main connector (4) is close to combo box trestle (3) during connection, being screwed into self-tapping screw to combo box trestle (3) makes it fix, then by place for wallboard (1), main connector (4) is made to snap in the side grooves of wallboard (1).
Described mainboard (2) is connected with combo box trestle (3), carry out in place by the tenon post (302) at combo box trestle (3) top through the connector b (202) in mainboard (2) bight, and then be inserted on the tenon post (302) of dew by main column (301) cover of the combo box trestle (3) of mainboard (2) top layer, then use bolt (305) to be fixed.
Described mainboard (2) is connected by main connector (4) with wallboard (1).First main connector (4) is close to mainboard (2) during connection, being screwed into self-tapping screw to mainboard (2) makes it fix, then mainboard (2) is overlapped on wallboard (1) top together with main connector (4), makes main connector (4) snap in the top groove of wallboard (1).
Described wallboard (1) is flush-mounted between combo box trestle (3) and mainboard (2), and the combo box trestle (3) of periphery, house and wallboard (1) are on same central axis.
In described wallboard (1), mainboard (2) and combo box trestle (3) adopt light steel section bar and main connector (4) to adopt light steel section bar be cold bending thin wall galvanized steel.
A mounting method for green light steel assembling house is built in letter, comprises the steps,
S1 carries out patten construction according to construction design drawing, and pre-buried good stone bolt, is arranged on combo box trestle (3) on patten by design sequence, and makes tenon post (302) expose to design elevation;
S2 lifts mainboard (2) as base plate, and lift and be socketed on the tenon post (302) of combo box trestle (3), tenon post (302) stretches out mainboard (2) corner connector b (202);
S3 by combo box trestle (3) by number inserting stretched out the tenon post (302) in mainboard (2) bight, be joined with bolts;
Special main connector (4) is separately fixed at the upper surface of light steel truss structure beam (201) and the side of combo box trestle (3) of mainboard (2) by S4 along body of wall center line;
S5 is by prefabricated wallboard (1) hoisted in position make horizontal side and lower side groove snap in main connector (4) successively in order;
Special main connector (4) is fixed on the soffit of the light steel truss structure beam (201) of mainboard (2) by S6 by design attitude;
S7 by mainboard (2) together with main connector (4) hoisted in position of soffit in wallboard 1 top, make main connector (4) snap in the groove at the top of wallboard (1), make the tenon post (302) of combo box trestle (3) insert simultaneously and stretch out the corner connector b (202) of mainboard (2);
S8 grafting upper strata combo box trestle (3), connects with bolt (305);
S9 installs wallboard (1) as parapet, then carries out roof slope making, waterproof and roof tile and mats formation.
Compared with prior art, the present invention has the following advantages:
1, prefabricated by the full batch production of wallboard, mainboard, greatly improve the prefabricated rate of building main member, thus be more conducive to the structural safety and the quality that ensure building, decrease field operation amount, reduce construction environment and pollute, shorten construction period, cost-saving.
2, by optimizing the connected mode of light steel frame formula structural system and parts, greatly reducing constructional materials consumption and job site workload, really achieving rapid green construction.
3, factory-made component selects more green, low-carbon (LC), environmental protection, energy-conservation material.
4, sturdy and durable, the thermal insulation of building integral, and quality is light, energy-conserving and environment-protective, is applicable to various building construction, and applicability is strong, will bring good economic benefit and social benefit.
Accompanying drawing explanation
Above-mentioned is only the general introduction of technical solution of the present invention, and in order to better understand technological means of the present invention, below in conjunction with accompanying drawing and detailed description of the invention, the present invention is described in further detail.
Fig. 1 is that the wallboard of green light steel assembling house, mainboard and combo box trestle mounting structure schematic diagram are built in a kind of letter of the present invention.
Fig. 2 is wallboard installing structure schematic diagram of the present invention.
Fig. 3 is the mounting structure schematic diagram of mainboard of the present invention.
Fig. 4 .1 is the structural representation of combo box trestle of the present invention.
Fig. 4 .2 is the structural representation of coupled column of the present invention.
Fig. 5 is the annexation schematic diagram between wallboard of the present invention.
Fig. 6 .1 is the annexation of steel structure frame post of the present invention and wallboard and combination one schematic diagram of combo box trestle.
Fig. 6 .2 is the annexation of steel structure frame post of the present invention and wallboard and combination two schematic diagram of combo box trestle.
Fig. 6 .3 is the annexation of steel structure frame post of the present invention and wallboard and combination three schematic diagram of combo box trestle.
Fig. 6 .4 is the annexation of steel structure frame post of the present invention and wallboard and combination four schematic diagram of combo box trestle.
Fig. 7 is the annexation schematic diagram of steel structure frame post of the present invention and mainboard.
Fig. 8 is the annexation schematic diagram of wallboard of the present invention and mainboard.
In figure: 1, wallboard, 2, mainboard, 3, combo box trestle, 4, main connector, 101, light steel section bar, 102, connector a, 103, heat insulating material, 104, LIFT, 201, light steel truss structure beam, 202, connector b, 203, light steel secondary beam, 204, pressure profiled steel decking sheets, 205, steel mesh reinforcement, 206, LIFT, 301, main column, 302, tenon post, 303, surface layer plate, 304, bolt hole, 305, bolt.
Detailed description of the invention
Below in conjunction with Figure of description and embodiment, technical scheme of the present invention is described in further details.
Green light steel assembling house is built in a kind of letter, and this house comprises wallboard (1), mainboard (2), combo box trestle (3) and main connector (4).
With reference to shown in Fig. 2, described wallboard (1) is prefabricate composite plate, and wallboard (1) comprises light steel section bar (101), connector a (102), heat insulating material (103), LIFT (104), the lightgage steel joist of frame with Baltimore groove; The section of light steel section bar (101) and lightgage steel joist is M type or shape for hat or C type shape.Be interconnected by connector a (102) with self-tapping screw between light steel section bar (101) and lightgage steel joist.Wallboard (1) central filler has heat insulating material (103); The outermost of wallboard (1) is the LIFT (104) of modified cement mortar or light aggregate concrete material; Heat insulating material (103) is polyphenyl plate or stalk board or glass silk floss or foam cement.
With reference to shown in Fig. 3, described mainboard (2) is also prefabricate composite plate, when factory process, first be interconnected with self-tapping screw by the connector b (202) in mainboard bight by the light steel truss structure beam (201) of surrounding, afterwards light steel secondary beam (203) is inserted the montant in light steel truss structure beam (201) by design interval, two ends are fixed with self-tapping screw, light steel secondary beam (203) lays pressure profiled steel decking sheets (204) and steel mesh reinforcement (205) successively, the top of mainboard (2) is LIFT (206), the LIFT material of LIFT (206) is light aggregate concrete or other mixed slurry.
With reference to shown in Fig. 4 .1, described combo box trestle (3) is prefabricated in the factory part, and combo box trestle (3) comprises main column (301), tenon post (302) and surface layer plate (303).Main column (301) and tenon post (302) are shaped steel of remaining silent, and both section configurations are rectangle or circle.The bottom of main column (301) and tenon post (302) are all reserved with bolt hole (304).The cross sectional shape of tenon post (302) and the identical of main column (301), and be in same central axis, size is that equal proportion is shunk to central axis.The top of tenon post (302) is shunk further, and form pyramidal structure, the grafting being up and down beneficial to combo box trestle (3) is in place.
When being prefabricated in the factory, first by one end welded closure that main column (301) is connected with tenon post (302) by steel plate, then weld tenon post (302).Surface layer plate (303) outside combo box trestle is for sticking production board or building plate, and production board selects GRC plate or leisure plate or cement fibrolite plate or calcium silicate board, builds plate and selects modified cement mortar or light aggregate concrete.
Combo box trestle (3) is when building on different positions, for the coupled column (shown in Fig. 4 .2) welded together by main column (301) that 1-4 radical amount does not wait, coupled column top is the tenon post (302) be separated from each other that corresponding 1-4 radical amount does not wait.
With reference to shown in Fig. 5, described two wallboards (1) are connected with self-tapping screw by main connector (4).Main connector (4) is light steel section bar, and its section configuration is 8 fonts or drum type or rectangle or C-type steel shape, at different link positions, and its sectional dimension or its twice identical with the side grooves degree of depth of wallboard (1).When main connector (4) is for opening-closed sectional material, at its side minor face, be interval with preformed hole.When wallboard (1) straight line connects, first main connector (4) embedded the side grooves of first piece of wallboard (1) and expose half, being screwed into self-tapping screw afterwards makes connector (4) and wallboard fix, then by place for another block wallboard (1), main connector (4) remaining half is made to snap in the side grooves of wallboard (1).When wallboard (1) vertically connects, first the minor face of main connector (4) is close to wallboard (1), be screwed into self-tapping screw to wallboard (1) to be fixed, then by place for another block wallboard (1), main connector (4) is made to snap in the side grooves of wallboard (1).
Shown in Fig. 6 .1-6.4, described combo box trestle (3) is connected with self-tapping screw by main connector (4) with wallboard (1).First main connector (4) is close to combo box trestle (3) during connection, being screwed into self-tapping screw to combo box trestle (3) makes it fix, then by place for wallboard (1), main connector (4) is made to snap in the side grooves of wallboard (1).
With reference to shown in Fig. 7, described mainboard (2) is connected with combo box trestle (3), carry out in place by the tenon post (302) at combo box trestle (3) top through the connector b (202) in mainboard (2) bight, and then be inserted on the tenon post (302) of dew by main column (301) cover of the combo box trestle (3) of mainboard (2) top layer, then use bolt (305) to be fixed.
With reference to shown in Fig. 8, described mainboard (2) is connected by main connector (4) with wallboard (1).First main connector (4) is close to mainboard (2) during connection, being screwed into self-tapping screw to mainboard (2) makes it fix, then mainboard (2) is overlapped on wallboard (1) top together with main connector (4), makes main connector (4) snap in the top groove of wallboard (1).
Described wallboard (1) is flush-mounted between combo box trestle (3) and mainboard (2), and the combo box trestle (3) of periphery, house and wallboard (1) are on same central axis.
In described wallboard (1), mainboard (2) and combo box trestle (3) adopt light steel section bar and main connector (4) to adopt light steel section bar be cold bending thin wall galvanized steel.
A mounting method for green light steel assembling house is built in letter, comprises the steps,
S1 carries out patten construction according to construction design drawing, and pre-buried good stone bolt, is arranged on combo box trestle (3) on patten by design sequence, and makes tenon post (302) expose to design elevation;
S2 lifts mainboard (2) as base plate, and lift and be socketed on the tenon post (302) of combo box trestle (3), tenon post (302) stretches out mainboard (2) corner connector b (202);
S3 by combo box trestle (3) by number inserting stretched out the tenon post (302) in mainboard (2) bight, be joined with bolts;
Special main connector (4) is separately fixed at the upper surface of light steel truss structure beam (201) and the side of combo box trestle (3) of mainboard (2) by S4 along body of wall center line;
S5 is by prefabricated wallboard (1) hoisted in position make horizontal side and lower side groove snap in main connector (4) successively in order;
Special main connector (4) is fixed on the soffit of the light steel truss structure beam (201) of mainboard (2) by S6 by design attitude;
S7 by mainboard (2) together with main connector (4) hoisted in position of soffit in wallboard 1 top, make main connector (4) snap in the groove at the top of wallboard (1), make the tenon post (302) of combo box trestle (3) insert simultaneously and stretch out the corner connector b (202) of mainboard (2);
S8 grafting upper strata combo box trestle (3), connects with bolt (305);
S9 installs wallboard (1) as parapet, then carries out roof slope making, waterproof and roof tile and mats formation.
Claims (9)
1. a green light steel assembling house is built in letter, it is characterized in that: this house comprises wallboard (1), mainboard (2), combo box trestle (3) and main connector (4);
Described wallboard (1) is prefabricate composite plate, and wallboard (1) comprises light steel section bar (101), connector a (102), heat insulating material (103), LIFT (104), the lightgage steel joist of frame with Baltimore groove; The section of light steel section bar (101) and lightgage steel joist is M type or shape for hat or C type shape; Be interconnected by connector a (102) with self-tapping screw between light steel section bar (101) and lightgage steel joist; Wallboard (1) central filler has heat insulating material (103); The outermost of wallboard (1) is LIFT (104);
Described mainboard (2) is also prefabricate composite plate, when factory process, first be interconnected with self-tapping screw by the connector b (202) in mainboard bight by the light steel truss structure beam (201) of surrounding, afterwards light steel secondary beam (203) is inserted the montant in light steel truss structure beam (201) by design interval, two ends are fixed with self-tapping screw, light steel secondary beam (203) lays pressure profiled steel decking sheets (204) and steel mesh reinforcement (205) successively, and the top of mainboard (2) is LIFT (206);
Described combo box trestle (3) is prefabricated in the factory part, and combo box trestle (3) comprises main column (301), tenon post (302) and surface layer plate (303); The bottom of main column (301) and tenon post (302) are all reserved with bolt hole (304); The cross sectional shape of tenon post (302) and the identical of main column (301), and be in same central axis, size is that equal proportion is shunk to central axis; The top of tenon post (302) is shunk further, and form pyramidal structure, the grafting being up and down beneficial to combo box trestle (3) is in place;
When being prefabricated in the factory, first by one end welded closure that main column (301) is connected with tenon post (302) by steel plate, then weld tenon post (302);
Combo box trestle (3) is when building on different positions, for the coupled column welded together by main column (301) that 1-4 radical amount does not wait, coupled column top is the tenon post (302) be separated from each other that corresponding 1-4 radical amount does not wait;
Described two wallboards (1) are connected with self-tapping screw by main connector (4); Main connector (4) is light steel section bar, and its section configuration is 8 fonts or drum type or rectangle or C-type steel shape, at different link positions, and its sectional dimension or its twice identical with the side grooves degree of depth of wallboard (1); When main connector (4) is for opening-closed sectional material, at its side minor face, be interval with preformed hole; When wallboard (1) straight line connects, first main connector (4) embedded the side grooves of first piece of wallboard (1) and expose half, being screwed into self-tapping screw afterwards makes connector (4) and wallboard fix, then by place for another block wallboard (1), main connector (4) remaining half is made to snap in the side grooves of wallboard (1); When wallboard (1) vertically connects, first the minor face of main connector (4) is close to wallboard (1), be screwed into self-tapping screw to wallboard (1) to be fixed, then by place for another block wallboard (1), main connector (4) is made to snap in the side grooves of wallboard (1);
Described combo box trestle (3) is connected with self-tapping screw by main connector (4) with wallboard (1); First main connector (4) is close to combo box trestle (3) during connection, being screwed into self-tapping screw to combo box trestle (3) makes it fix, then by place for wallboard (1), main connector (4) is made to snap in the side grooves of wallboard (1);
Described mainboard (2) is connected with combo box trestle (3), carry out in place by the tenon post (302) at combo box trestle (3) top through the connector b (202) in mainboard (2) bight, and then be inserted on the tenon post (302) of dew by main column (301) cover of the combo box trestle (3) of mainboard (2) top layer, then use bolt (305) to be fixed;
Described mainboard (2) is connected by main connector (4) with wallboard (1); First main connector (4) is close to mainboard (2) during connection, being screwed into self-tapping screw to mainboard (2) makes it fix, then mainboard (2) is overlapped on wallboard (1) top together with main connector (4), makes main connector (4) snap in the top groove of wallboard (1).
2. green light steel assembling house is built in a kind of letter according to claim 1, it is characterized in that: wallboard (1) is flush-mounted between combo box trestle (3) and mainboard (2), the combo box trestle (3) of periphery, house and wallboard (1) are on same central axis.
3. green light steel assembling house is built in a kind of letter according to claim 1, it is characterized in that: heat insulating material (103) is polyphenyl plate or stalk board or glass silk floss or foam cement.
4. green light steel assembling house is built in a kind of letter according to claim 1, it is characterized in that: LIFT (104) is modified cement mortar or light aggregate concrete material.
5. green light steel assembling house is built in a kind of letter according to claim 1, it is characterized in that: the LIFT material of LIFT (206) is light aggregate concrete or mixed slurry.
6. green light steel assembling house is built in a kind of letter according to claim 1, it is characterized in that: the surface layer plate (303) outside combo box trestle is for sticking production board or building plate, production board selects GRC plate or leisure plate or cement fibrolite plate or calcium silicate board, builds plate and selects modified cement mortar or light aggregate concrete.
7. green light steel assembling house is built in a kind of letter according to claim 1, it is characterized in that: main column (301) and tenon post (302) are shaped steel of remaining silent, and both section configurations are rectangle or circle.
8. green light steel assembling house is built in a kind of letter according to claim 1, it is characterized in that: in described wallboard (1), mainboard (2) and combo box trestle (3) adopt light steel section bar and main connector (4) to adopt light steel section bar be cold bending thin wall galvanized steel.
9. a mounting method for green light steel assembling house is built in letter, it is characterized in that: the method comprises the steps,
S1 carries out patten construction according to construction design drawing, and pre-buried good stone bolt, is arranged on combo box trestle (3) on patten by design sequence, and makes tenon post (302) expose to design elevation;
S2 lifts mainboard (2) as base plate, and lift and be socketed on the tenon post (302) of combo box trestle (3), tenon post (302) stretches out mainboard (2) corner connector b (202);
S3 by combo box trestle (3) by number inserting stretched out the tenon post (302) in mainboard (2) bight, be joined with bolts;
Special main connector (4) is separately fixed at the upper surface of light steel truss structure beam (201) and the side of combo box trestle (3) of mainboard (2) by S4 along body of wall center line;
S5 is by prefabricated wallboard (1) hoisted in position make horizontal side and lower side groove snap in main connector (4) successively in order;
Special main connector (4) is fixed on the soffit of the light steel truss structure beam (201) of mainboard (2) by S6 by design attitude;
S7 by mainboard (2) together with main connector (4) hoisted in position of soffit in wallboard 1 top, make main connector (4) snap in the groove at the top of wallboard (1), make the tenon post (302) of combo box trestle (3) insert simultaneously and stretch out the corner connector b (202) of mainboard (2);
S8 grafting upper strata combo box trestle (3), connects with bolt (305);
S9 installs wallboard (1) as parapet, then carries out roof slope making, waterproof and roof tile and mats formation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510341157.5A CN104947792B (en) | 2015-06-18 | 2015-06-18 | Green light steel assembling house and installation method are built in a kind of letter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN105544799A (en) * | 2015-12-08 | 2016-05-04 | 智房科技股份有限公司 | Fabricated horizontal external wall panel module, wall body, and assembling method |
| CN106368311A (en) * | 2016-10-26 | 2017-02-01 | 南宁众创空间科技有限公司 | Simplified house |
| CN106368386A (en) * | 2016-10-26 | 2017-02-01 | 南宁众创空间科技有限公司 | Reinforcing steel bar angle iron frame for simplified house |
| CN106368326A (en) * | 2016-10-26 | 2017-02-01 | 南宁众创空间科技有限公司 | Multilayer stacking type simplified house |
| CN106400970A (en) * | 2016-10-26 | 2017-02-15 | 南宁众创空间科技有限公司 | Stacked type simplified house |
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|---|---|---|---|---|
| CN105544799A (en) * | 2015-12-08 | 2016-05-04 | 智房科技股份有限公司 | Fabricated horizontal external wall panel module, wall body, and assembling method |
| WO2017133257A1 (en) * | 2016-02-04 | 2017-08-10 | 中清大科技股份有限公司 | Prefabricated house |
| CN107587604B (en) * | 2016-07-08 | 2021-07-16 | 肖中发 | Socket type plate column assembly structure and installation method thereof |
| CN107587603A (en) * | 2016-07-08 | 2018-01-16 | 曹海彦 | Structure with assembled lightweight steel and its installation method |
| CN107587604A (en) * | 2016-07-08 | 2018-01-16 | 曹海彦 | Spigot-and-socket sheet-pile assembling structure and its installation method |
| CN106368311A (en) * | 2016-10-26 | 2017-02-01 | 南宁众创空间科技有限公司 | Simplified house |
| CN106368386A (en) * | 2016-10-26 | 2017-02-01 | 南宁众创空间科技有限公司 | Reinforcing steel bar angle iron frame for simplified house |
| CN106400970A (en) * | 2016-10-26 | 2017-02-15 | 南宁众创空间科技有限公司 | Stacked type simplified house |
| CN106436914A (en) * | 2016-10-26 | 2017-02-22 | 南宁众创空间科技有限公司 | Firm simplified house |
| CN106436915A (en) * | 2016-10-26 | 2017-02-22 | 南宁众创空间科技有限公司 | Firm simplified building |
| CN106545091A (en) * | 2016-10-26 | 2017-03-29 | 南宁众创空间科技有限公司 | A kind of firm simplified room |
| CN106545180A (en) * | 2016-10-26 | 2017-03-29 | 南宁众创空间科技有限公司 | Firm simplified room |
| CN106368326A (en) * | 2016-10-26 | 2017-02-01 | 南宁众创空间科技有限公司 | Multilayer stacking type simplified house |
| CN106436892A (en) * | 2016-10-26 | 2017-02-22 | 南宁众创空间科技有限公司 | Makeshift house |
| CN106436912A (en) * | 2016-10-26 | 2017-02-22 | 南宁众创空间科技有限公司 | Firm simple room |
| CN106522367A (en) * | 2016-12-27 | 2017-03-22 | 北京善筑科技股份有限公司 | Assembly type building main body structure |
| CN106639060A (en) * | 2017-02-24 | 2017-05-10 | 李波 | Partition assembly of exhibition room |
| CN106836502A (en) * | 2017-03-09 | 2017-06-13 | 陈阳 | Modularized house assembling structure |
| CN109424202A (en) * | 2017-09-05 | 2019-03-05 | 中铁十局集团电务工程有限公司 | A kind of secondary assembled wallboard building method |
| CN108222270B (en) * | 2018-01-11 | 2019-12-10 | 张家口绿汇建筑科技有限公司 | Assembling construction building method of prefabricated building |
| CN108222270A (en) * | 2018-01-11 | 2018-06-29 | 张家口绿汇建筑科技有限公司 | Prefabricated buildings and its construction method |
| CN115003922A (en) * | 2020-01-27 | 2022-09-02 | 米勒销钉公司 | Construction using collar and threaded stepped pin |
| CN112012524A (en) * | 2020-08-22 | 2020-12-01 | 深圳市炎唐装饰有限公司 | Energy-saving assembled steel structure residential system and installation method |
| CN112012524B (en) * | 2020-08-22 | 2021-08-24 | 深圳市炎唐装饰有限公司 | Energy-saving assembled steel structure residential system and installation method |
| WO2022133617A1 (en) * | 2020-12-21 | 2022-06-30 | Universidad Diego Portales | System and method for high-rise prefabricated modular construction, with staggered connecting columns |
| CN113463946A (en) * | 2021-07-07 | 2021-10-01 | 航达建设集团有限公司 | Structure is built in interim room easy to assemble |
| CN113668712A (en) * | 2021-09-02 | 2021-11-19 | 驻马店职业技术学院 | Rapid Assembly formula building structure |
| CN114016769A (en) * | 2021-12-03 | 2022-02-08 | 南京九趾装备科技有限公司 | Unit structure of prefabricated building, production method and assembly method |
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Effective date of registration: 20171208 Address after: No. 1, Yongning Road, Xu Zhuang Street, Gaogang Hi-tech Zone, Taizhou City, Jiangsu Province Patentee after: Jiangsu Baoli Automation Technology Co., Ltd. Address before: 101100 Beijing city Tongzhou District Lu Yuan South Street No. 109 2-778 Co-patentee before: Xiao Zhongfa Patentee before: BEIJING DAGONG JIANZHU SCIENCE & TECHNOLOGY CO., LTD. |
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Effective date of registration: 20190306 Address after: 225324 North of Yongfeng Road, Xuzhuang Street, Gaogang District, Taizhou City, Jiangsu Province, and East of Longhui Textile Company Patentee after: Taizhou Baoli Assembled Residential Industry Co., Ltd. Address before: 225324 No. 1 Yongning Road, Xuzhuang Street, Gaogang High-tech Zone, Taizhou City, Jiangsu Province Patentee before: Jiangsu Baoli Automation Technology Co., Ltd. |
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Address after: 225324 North of Yongfeng Road, Xuzhuang Street, Gaogang District, Taizhou City, Jiangsu Province, and East of Longhui Textile Company Patentee after: Jiangsu Baoli assembly housing industry Co., Ltd Address before: 225324 North of Yongfeng Road, Xuzhuang Street, Gaogang District, Taizhou City, Jiangsu Province, and East of Longhui Textile Company Patentee before: Taizhou Baoli Assembled Residential Industry Co., Ltd. |