CN106958292A - A kind of prefabricated buildings based on light gauge cold-formed steel shape - Google Patents
A kind of prefabricated buildings based on light gauge cold-formed steel shape Download PDFInfo
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- CN106958292A CN106958292A CN201710243493.5A CN201710243493A CN106958292A CN 106958292 A CN106958292 A CN 106958292A CN 201710243493 A CN201710243493 A CN 201710243493A CN 106958292 A CN106958292 A CN 106958292A
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- light gauge
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- frame structure
- gauge cold
- formed steel
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional [3D] framework structures
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
- E04C2/292—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and sheet metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
Abstract
The present invention relates to a kind of prefabricated buildings based on light gauge cold-formed steel shape, it is characterised in that：Including house frame, floor construction and panel structure；Truss frame for connecting beam and wall frame structure by the way of self-tapping screw and angle steel；The stress concentration degree of position of joints is alleviated, the plate net cross-sectional area of position of joints is not reduced, therefore ultimate bearing capacity of joints will not be reduced；And it is big to avoid tapping screw hole wall bolt mouthful change that compressive zone comes repeatedly under vertical uniform load q；The stress concentration on the girder truss and wall frame that screw thread hole brings can be avoided open to a certain extent；Overcome existing light gauge cold-formed steel shape girder truss and the defect existed is connected with wall frame node, and node force path is clear and definite by the way of angle steel, and anti-seismic performance is superior, and constructing operation is simple and easy to apply.The connection of all kinds of bar cross sections of light gauge cold-formed steel shape is can be widely used for, is particularly suitable for use in and the structural system of exterior wall is gone along with sb. to guard him using filling type.
Description
Technical field
The present invention relates to building engineering field, more particularly to a kind of prefabricated buildings based on light gauge cold-formed steel shape.
Background technology
Existing house largely uses brick and mixed or steel and concrete structure, and such structure on-site construction time is long, simultaneously
Substantial amounts of building waste can be caused；Living environment to surrounding resident is affected greatly.
Cold formed steel structure house rod member is easy to operation, antidetonation from large-scale construction equipment is not needed when heavy and light, construction
Performance is good, energy-conservation, saves land, save material, environmental protection, is conducive to building construction industrialization, and good etc. with short construction period, comprehensive benefit
Series of advantages, is well suited for using in building construction.Current this system turns into the prosperities such as the U.S., Japan, Australia
The important form of national low residential building.In view of the characteristic and life cycle management of cold formed steel structure green ecological are calculated
Advantage economically, China also began to largely introduce in recent years the residential structure of the system, the low-rise building building built compared with
It is many.
A kind of modularization light gauge cold-formed steel shape integrated house as described in the .9 of Chinese patent 201620644404, its feature
It is：Including folding sheet material and fastening sheet material, folding sheet material includes the first light gauge cold-formed steel shape plate, the second light gauge cold-formed steel shape plate
With the 3rd light gauge cold-formed steel shape plate, the both sides of the second light gauge cold-formed steel shape plate are cold with the first light gauge cold-formed steel shape plate and the 3rd respectively
Curved thin wall type steel plate is hinged, and the both sides of the second light gauge cold-formed steel shape plate are respectively mounted first fixed plate, and the first fixed plate is in L
Shape, a plane and the second light gauge cold-formed steel shape plate of the first fixed plate coordinate, another plane and second of the first fixed plate
Plane where light gauge cold-formed steel shape plate is parallel, and the first reinforcing plate, the one of the first light gauge cold-formed steel shape plate are installed in the first fixed plate
Side and the side of the 3rd light gauge cold-formed steel shape plate with the second light gauge cold-formed steel shape plate coordinate, the first light gauge cold-formed steel shape plate it is another
The opposite side of side and the 3rd light gauge cold-formed steel shape plate is respectively mounted a fixing pipe, and fastening sheet material includes the 4th light gauge cold-formed steel shape
Plate, the both sides of the 4th light gauge cold-formed steel shape plate are respectively mounted a steady pin, and steady pin can coordinate with fixing pipe grafting, and described first
Light gauge cold-formed steel shape plate, the second light gauge cold-formed steel shape plate and the 3rd light gauge cold-formed steel shape plate are light gauge cold-formed steel shape composite plate,
Light gauge cold-formed steel shape composite plate includes light gauge cold-formed steel shape framework, and light gauge cold-formed steel shape framework is frame structure, cold bending thin wall type
Straw fireproof warming plate is installed in the inner side of steel frame, and the sidepiece of fireproof heated board is installed several reinforcement steel plates being arranged in a row, prevented
The sidepiece of fiery warming plate opens up several fixing grooves being arranged in a row, and fixing groove is located between fireproof heated board and reinforcement steel plate.
Although light gauge cold-formed steel shape integrated house solves that brick is mixed or steel reinforced concrete house is built to a certain extent in above-mentioned patent
The problem of construction built causes substantial amounts of building waste, and improve the fireproof heat insulating performance in house；But in cold bending thin wall
It is unreasonable to there is stress point in the connection between shaped steel, the problem of internal stress is big, and house sound insulation, poor thermal insulation property problem.
The content of the invention
The technical problem to be solved in the present invention is to provide a kind of prefabricated buildings based on light gauge cold-formed steel shape, it can solve the problem that
It is unreasonable to there is stress point in the connection between general light gauge cold-formed steel shape, and internal stress is big, and house sound insulation, heat-insulating property
Poor problem.
In order to solve the above technical problems, the technical scheme is that：A kind of assembled room based on light gauge cold-formed steel shape
Room, its innovative point is：Including house frame, floor construction and panel structure；
The house frame structure includes wall corner steel construction, girder truss and exterior wall assembling structure and girder truss and inner wall
Assembling structure；
The wall corner steel construction includes wall frame structure, column and angle steel A；The pair of mutually perpendicular wall in end
Frame structure and the column being vertically embedded into wall frame structure and angle steel A formation L-type angle node structure；Described three
The wall frame structure of end interconnection and the column and angle steel A that are vertically embedded into wall frame structure form T-shaped turn
Corner node structure；The column has several and parallel to each other；Passing through through wall frame structure for the column is zinc-plated
Self-tapping screw is vertically connected with wall frame structure；The angle steel A is parallel with column and angle steel A is connected to wall by self-tapping screw
The corner of body frame structure；The L-type angle node structure is connected to L-type angle node structure only with an angle steel A
At inside lock；The T angle nodes structure is connected to the inside lock of T-shaped angle node structure both sides using a pair of angle steel A
Place；
The girder truss includes girder truss A and exterior wall frame structure with exterior wall assembling structure；The girder truss A and exterior wall
Frame structure is orthogonal, and girder truss A end is fixedly connected on the top of exterior wall frame structure by self-tapping screw and angle steel B
End；The angle steel B is of an L-shaped structure, and the angle steel B is arranged on the upper end of exterior wall frame structure and is located at girder truss A water respectively
Square to both sides, be provided with angle steel B screw hole by self-tapping screw be connected to exterior wall frame structure top and
On girder truss A；
The girder truss includes girder truss B and inner wall frame structure with inner wall assembling structure；The inner wall frame structure
The both sides up and down for being arranged on girder truss B are respectively perpendicular, inner wall frame structure is connected by connector through girder truss B；
The connector includes angle steel C and loop bar screw；The angle steel C has a pair and is connected to the two ends of loop bar screw, C points of angle steel
Not Wei Yu girder truss B upper and lower end face and girder truss B is connected with inner wall frame structure by self-tapping screw, set on angle steel C
It is equipped with the connecting hole being connected with loop bar screw；Angle steel C of the loop bar screw vertically through girder truss B and two ends passes through
Nut check；
The girder truss A and girder truss B include top boom, lower boom and web member；Top boom is parallel to each other with lower boom, web member
It is connected to several inclinations between top boom and lower boom；It is the inner wall frame structure, exterior wall frame structure, vertical
Post, top boom, web member and lower boom are cold formed steel structure；For cold formed steel structure or by light gauge cold-formed steel shape
Composition；The light gauge cold-formed steel shape is U-shaped steel construction, and the inside bending flange of both sides top flange of the U-shaped steel forms bending
Side；The plating zinc on surface or aluminum-zinc alloy of the U-shaped steel construction；
The two ends of the floor construction are respectively embedded in panel structure；The floor construction, which includes concrete coating, lightweight, to be mixed
Solidifying soil layer, OSB structural slabs, light gauge cold-formed steel shape floor beam and double-deck plasterboard A；The concrete coating, lightweight concrete layer,
OSB structural slabs, light gauge cold-formed steel shape floor beam and bilayer plasterboard A are from top to bottom set gradually；The light gauge cold-formed steel shape building
Mineral wool is filled with inside plate-girder in the horizontal direction；
The panel structure includes the cladding layer of insulation and decoration, OSB shroudings, light gauge cold-formed steel shape and double-deck plasterboard B；The insulation
Decorative dried hanging layer, OSB shroudings, light gauge cold-formed steel shape and bilayer plasterboard B are set gradually from outside to inner side；The insulation and decoration
Cladding layer includes exterior wall true stone paint and polyurethane insulation coating；The exterior wall true stone paint is located at the outside of polyurethane insulation coating, and outside
The true mineral varnish of wall is sprayed on the outer wall of polyurethane insulation coating by linked network structure；Between the cladding layer of insulation and decoration and OSB shroudings
It is provided with one of breathing ply of paper；Filled with mineral wool layer in the light gauge cold-formed steel shape；
The light gauge cold-formed steel shape floor beam is the girder construction that some cold-rolled forming section keel are connected by galvanized steel self tapping screw, described
Cold-rolled forming section keel are inner bead C-type steel.
Further, the thickness for the mineral wool filled in the horizontal direction inside the light gauge cold-formed steel shape floor beam is not more than
/ 2nd of light gauge cold-formed steel shape floor cantilever thickness, mineral wool and close OSB are internally located in light gauge cold-formed steel shape floor beam
A cavity structure is formed between the side of structural slab；The width of light gauge cold-formed steel shape floor beam is 300mm-310mm, the clod wash
The mineral wool of filling is 150mm-155mm in light-gauge steel section floor beam.
Further, the width of the U-shaped steel is 90mm-100mm；The inside bending of both sides top flange of the U-shaped steel
The width of the bending edges of flange formation is 8mm-10mm, the wall thickness 1.0mm-2.0mm of U-shaped steel construction.
Further, the double-deck plasterboard A and double-deck plasterboard B filler close to indoor external coating, and double-deck
Plasterboard A and double-deck plasterboard B thickness are 20mm-25mm.
Further, vertical place's end edge of the wall frame structure is provided with corner upright, mutually perpendicular wall
Body frame structure is connected by corner upright.
The advantage of the invention is that：
1) present invention truss frame for connecting beam and wall frame structure by the way of self-tapping screw and angle steel；Alleviate position of joints
Stress concentration degree, the plate net cross-sectional area of position of joints is not reduced, therefore ultimate bearing capacity of joints will not be reduced；And avoid
Tapping screw hole wall bolt mouthful that compressive zone comes repeatedly under vertical uniform load q becomes big；Screw thread hole can be avoided open to a certain extent
The stress concentration on girder truss and wall frame that mouth is brought.
2）The defect existed is connected with wall frame node instant invention overcomes existing light gauge cold-formed steel shape girder truss, and
Clearly, anti-seismic performance is superior, and constructing operation is simple and easy to apply for node force path by the way of angle steel.It can be widely used for clod wash thin
The connection of all kinds of bar cross sections of wall-shaped steel, is particularly suitable for use in and the structural system of exterior wall is gone along with sb. to guard him using filling type.
3）Floor construction saves floor space in the present invention, and equipment pipe is placed conveniently, due to having foot inside this type of floor
Enough spaces, it is possible to place many pipelines, so can both reduce the space that equipment pipe takes in floor, can also increase
Plus the aesthetic property of whole floor；Floor construction intensity is high and soundproof effect is good；Due to placing OSB structural slabs on floor beam and pouring
Concrete is built so that monoblock floor strength is higher；Using the glass filled in the horizontal direction inside light gauge cold-formed steel shape floor beam
Cotton and the cavity structure formed, it is ensured that soundproof effect.
4）The panel structure of the present invention reach vertical stress up to 7000 kilograms, 2000 kilograms of horizontal force, 8 degree of antidetonation with
Upper, wind resistance be not less than 260 kilometers/hour, heat transfer coefficient is not higher than 0 .221,6 .5 kilograms of skills is not higher than per square meter weight
Art parameter request, while having higher sound insulation, fire prevention, moisture-proof characteristic.
Brief description of the drawings
The present invention is further detailed explanation with reference to the accompanying drawings and detailed description.
Fig. 1 is a kind of prefabricated buildings framework front view based on light gauge cold-formed steel shape of the invention.
Fig. 2 is a kind of L-shaped wall corner steel construction main view of prefabricated buildings based on light gauge cold-formed steel shape of the present invention
Figure.
Fig. 3 is a kind of T-shaped wall corner steel construction main view of prefabricated buildings based on light gauge cold-formed steel shape of the present invention
Figure.
Fig. 4 is assembled with exterior wall for a kind of girder truss of prefabricated buildings based on light gauge cold-formed steel shape of the present invention and tied
Structure.
Fig. 5 is the girder truss and inner wall installation diagram of a kind of prefabricated buildings based on light gauge cold-formed steel shape of the present invention.
The connection that Fig. 6 assembles for a kind of girder truss of prefabricated buildings based on light gauge cold-formed steel shape of the present invention with wall
Part stereogram.
Fig. 7 is a kind of floor construction figure of prefabricated buildings based on light gauge cold-formed steel shape of the present invention.
Fig. 8 is a kind of panel structure figure of prefabricated buildings based on light gauge cold-formed steel shape of the present invention.
Embodiment
The following examples can make professional and technical personnel that the present invention is more fully understood, but therefore not send out this
It is bright to be limited among described scope of embodiments.
A kind of prefabricated buildings based on light gauge cold-formed steel shape as shown in Figures 1 to 8, including house frame 1, floor knot
Structure 2 and panel structure 3.
House frame 1 includes wall corner steel construction 11, girder truss and exterior wall assembling structure 12 and girder truss and interior wall
Body assembling structure 13.
Wall corner steel construction 11 includes wall frame structure 111, column 112 and angle steel A113；The pair of end is mutual
Perpendicular wall frame structure 111 and the column 112 and angle steel A113 that are vertically embedded into wall frame structure 111 are formed
L-type angle node structure；Or the wall frame structure 111 that interconnects of three ends and be vertically embedded into wall frame
Column 112 and angle steel A113 in structure form T-shaped angle node structure；The column 112 has several and parallel to each other；
The column 112 is vertically connected through wall frame structure 111 by zinc-plated self-tapping screw with wall frame structure 111；
The angle steel A113 is parallel with column 112 and angle steel A113 is connected to the corner of wall frame structure 111 by self-tapping screw；
The L-type angle node structure is connected at the inside lock of L-type angle node structure only with an angle steel A113；The T turns
Corner node structure is connected at the inside lock of T-shaped angle node structure both sides using a pair of angle steel A113.
Girder truss includes girder truss A121 and exterior wall frame structure 122 with exterior wall assembling structure 12；The girder truss
A121 and exterior wall frame structure 122 are orthogonal, and girder truss A121 end is fixed by self-tapping screw and angle steel B123 to be connected
It is connected on the top of exterior wall frame structure 122；The angle steel B123 is of an L-shaped structure, and the angle steel B123 is arranged on exterior wall frame
Screw hole is provided with the upper end of frame structure 111 and the both sides for being located at girder truss A121 horizontal directions respectively, angle steel B123 to pass through
Self-tapping screw is connected on the top of exterior wall frame structure 122 and girder truss A121.
Girder truss includes girder truss B131 and inner wall frame structure 132 with inner wall assembling structure 13；The inner wall
Frame structure 132 is respectively perpendicular the both sides up and down for being arranged on girder truss B131, and inner wall frame structure 132 is run through by connector
Girder truss B131 is connected；The connector includes angle steel C133 and loop bar screw 134；The angle steel C133 have a pair and
The two ends of loop bar screw 134 are connected to, angle steel C133 is located at girder truss B131 upper and lower end face and will by self-tapping screw respectively
Girder truss B131 is connected with inner wall frame structure 132, and the connecting hole being connected with loop bar screw 134 is provided with angle steel C133；
Angle steel C133 of the loop bar screw 134 vertically through girder truss B131 and two ends passes through nut check.
Girder truss A121 and girder truss B131 include top boom, lower boom and web member；Top boom is mutually equal with lower boom
OK, there are web member several inclinations to be connected between top boom and lower boom；The inner wall frame structure 132, exterior wall frame
Frame structure 122, column 111, top boom, web member and lower boom are cold formed steel structure；For cold formed steel structure
Or be made up of light gauge cold-formed steel shape；The light gauge cold-formed steel shape is U-shaped steel construction, and the both sides top flange of the U-shaped steel is inside
Bending flange formation bending edges；The plating zinc on surface or aluminum-zinc alloy of the U-shaped steel construction.
The two ends of floor construction 2 are respectively embedded in panel structure 3；The structure of floor 2 includes concrete coating 21, light
Matter concrete layer 22, OSB structural slabs 23, light gauge cold-formed steel shape floor beam 24 and double-deck plasterboard A25；The concrete coating
21st, lightweight concrete layer 22, OSB structural slabs 23, light gauge cold-formed steel shape floor beam 24 and double-deck plasterboard A25 be from top to bottom successively
Set；Mineral wool 26 is filled with inside the light gauge cold-formed steel shape floor beam 24 in the horizontal direction.
Panel structure 3 includes the cladding layer 31 of insulation and decoration, OSB shroudings 32, light gauge cold-formed steel shape 33 and double-deck plasterboard
B34；The cladding layer 31 of insulation and decoration, OSB shroudings 32, light gauge cold-formed steel shape 33 and bilayer plasterboard B34 are from outside to inner side
Set gradually；The cladding layer 31 of insulation and decoration includes exterior wall true stone paint 311 and polyurethane insulation coating 312；The true stone of exterior wall
Paint 311 is located at the outside of polyurethane insulation coating 312, and exterior wall true stone paint 311 is sprayed on polyurethane insulation coating by linked network structure
312 outer wall；The cladding layer 31 of insulation and decoration breathes ply of paper 313 together with being provided between OSB shroudings 32；The clod wash is thin
Filled with mineral wool layer 26 in wall-shaped steel.
Light gauge cold-formed steel shape floor beam 24 is the girder construction that some cold-rolled forming section keel are connected by galvanized steel self tapping screw, institute
Cold-rolled forming section keel are stated for inner bead C-type steel.
The thickness no more than cold bending thin wall for the mineral wool 26 filled in the horizontal direction inside light gauge cold-formed steel shape floor beam 24
/ 2nd of the thickness of shaped steel floor beam 24, mineral wool 26 is internally located at being tied close to OSB in light gauge cold-formed steel shape floor beam 24
A cavity structure is formed between the side of structure plate 23；The width of light gauge cold-formed steel shape floor beam 24 is 300mm-310mm, described cold
The mineral wool 26 of filling is 150mm-155mm in curved light-gauge steel section floor beam 24.
The width of U-shaped steel is 90mm-100mm；The bending of the inside bending flange formation of both sides top flange of the U-shaped steel
The width on side is 8mm-10mm, the wall thickness 1.0mm-2.0mm of U-shaped steel construction.
Double-deck plasterboard A25 and double-deck plasterboard B34 filler close to indoor external coating, and double-deck plasterboard A25
Thickness with double-deck plasterboard B34 is 20mm-25mm.
Vertical place's end edge of wall frame structure 111 is provided with corner upright, mutually perpendicular wall frame structure
It is connected by corner upright.
It should be understood by those skilled in the art that, the present invention is not limited to the above embodiments, above-described embodiment and explanation
Merely illustrating the principles of the invention described in book, without departing from the spirit and scope of the present invention, the present invention also have
Various changes and modifications, these changes and improvements all fall within the protetion scope of the claimed invention.The claimed scope of the invention
By appending claims and its equivalent thereof.
Claims (5)
1. a kind of prefabricated buildings based on light gauge cold-formed steel shape, it is characterised in that：Including house frame, floor construction and wallboard
Structure；
The house frame includes wall corner steel construction, girder truss and exterior wall assembling structure and girder truss and inner wall is assembled
Structure；
The wall corner steel construction includes wall frame structure, column and angle steel A；The pair of mutually perpendicular wall in end
Frame structure and the column being vertically embedded into wall frame structure and angle steel A formation L-type angle node structure；Described three
The wall frame structure of end interconnection and the column and angle steel A that are vertically embedded into wall frame structure form T-shaped turn
Corner node structure；The column has several and parallel to each other；Passing through through wall frame structure for the column is zinc-plated
Self-tapping screw is vertically connected with wall frame structure；The angle steel A is parallel with column and angle steel A is connected to wall by self-tapping screw
The corner of body frame structure；The L-type angle node structure is connected to L-type angle node structure only with an angle steel A
At inside lock；The T angle nodes structure is connected to the inside lock of T-shaped angle node structure both sides using a pair of angle steel A
Place；
The girder truss includes girder truss A and exterior wall frame structure with exterior wall assembling structure；The girder truss A and exterior wall
Frame structure is orthogonal, and girder truss A end is fixedly connected on the top of exterior wall frame structure by self-tapping screw and angle steel B
End；The angle steel B is of an L-shaped structure, and the angle steel B is arranged on the upper end of exterior wall frame structure and is located at girder truss A water respectively
Square to both sides, be provided with angle steel B screw hole by self-tapping screw be connected to exterior wall frame structure top and
On girder truss A；
The girder truss includes girder truss B and inner wall frame structure with inner wall assembling structure；The inner wall frame structure
The both sides up and down for being arranged on girder truss B are respectively perpendicular, inner wall frame structure is connected by connector through girder truss B；
The connector includes angle steel C and loop bar screw；The angle steel C has a pair and is connected to the two ends of loop bar screw, C points of angle steel
Not Wei Yu girder truss B upper and lower end face and girder truss B is connected with inner wall frame structure by self-tapping screw, set on angle steel C
It is equipped with the connecting hole being connected with loop bar screw；Angle steel C of the loop bar screw vertically through girder truss B and two ends passes through
Nut check；
The girder truss A and girder truss B include top boom, lower boom and web member；Top boom is parallel to each other with lower boom, web member
It is connected to several inclinations between top boom and lower boom；It is the inner wall frame structure, exterior wall frame structure, vertical
Post, top boom, web member and lower boom are cold formed steel structure；For cold formed steel structure or by light gauge cold-formed steel shape
Composition；The light gauge cold-formed steel shape is U-shaped steel construction, and the inside bending flange of both sides top flange of the U-shaped steel forms bending
Side；The plating zinc on surface or aluminum-zinc alloy of the U-shaped steel construction；
The two ends of the floor construction are respectively embedded in panel structure；The floor construction, which includes concrete coating, lightweight, to be mixed
Solidifying soil layer, OSB structural slabs, light gauge cold-formed steel shape floor beam and double-deck plasterboard A；The concrete coating, lightweight concrete layer,
OSB structural slabs, light gauge cold-formed steel shape floor beam and bilayer plasterboard A are from top to bottom set gradually；The light gauge cold-formed steel shape building
Mineral wool is filled with inside plate-girder in the horizontal direction；
The panel structure includes the cladding layer of insulation and decoration, OSB shroudings, light gauge cold-formed steel shape and double-deck plasterboard B；The insulation
Decorative dried hanging layer, OSB shroudings, light gauge cold-formed steel shape and bilayer plasterboard B are set gradually from outside to inner side；The insulation and decoration
Cladding layer includes exterior wall true stone paint and polyurethane insulation coating；The exterior wall true stone paint is located at the outside of polyurethane insulation coating, and outside
The true mineral varnish of wall is sprayed on the outer wall of polyurethane insulation coating by linked network structure；Between the cladding layer of insulation and decoration and OSB shroudings
It is provided with one of breathing ply of paper；Filled with mineral wool layer in the light gauge cold-formed steel shape；
The light gauge cold-formed steel shape floor beam is the girder construction that some cold-rolled forming section keel are connected by galvanized steel self tapping screw, described
Cold-rolled forming section keel are inner bead C-type steel.
2. a kind of prefabricated buildings based on light gauge cold-formed steel shape according to claim 1, it is characterised in that：It is described cold
It is thick that the thickness of the curved internal mineral wool filled in the horizontal direction of light-gauge steel section floor beam layer is not more than light gauge cold-formed steel shape floor beam
/ 2nd of degree, are internally located at mineral wool in light gauge cold-formed steel shape floor beam and are formed between the side of OSB structural slabs
One cavity structure；The width of light gauge cold-formed steel shape floor beam is to be filled in 300mm-310mm, the light gauge cold-formed steel shape floor beam
Mineral wool be 150mm-155mm.
3. a kind of prefabricated buildings based on light gauge cold-formed steel shape according to claim 1, it is characterised in that：It is described U-shaped
The width of steel is 90mm-100mm；The width of the bending edges of the inside bending flange formation of the both sides top flange of the U-shaped steel is
8mm-10mm, the wall thickness 1.0mm-2.0mm of U-shaped steel construction.
4. a kind of prefabricated buildings based on light gauge cold-formed steel shape according to claim 1, it is characterised in that：It is described double
Layer plasterboard A and double-deck plasterboard B filler close to indoor external coating, and bilayer plasterboard A and double-deck plasterboard B thickness
Spend for 20mm-25mm.
5. a kind of prefabricated buildings based on light gauge cold-formed steel shape according to claim 1, it is characterised in that：The wall
Vertical place's end edge of body frame structure is provided with corner upright, and mutually perpendicular wall frame structure is held in the mouth by corner upright
Connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710243493.5A CN106958292A (en) | 2017-04-14 | 2017-04-14 | A kind of prefabricated buildings based on light gauge cold-formed steel shape |
Applications Claiming Priority (1)
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057041A (en) * | 2018-08-15 | 2018-12-21 | 浙江圣鑫建设有限公司 | Industrialize light gauge cold-formed steel shape composite wall and steel beam connecting joint and its construction method |
| CN109057040A (en) * | 2018-09-21 | 2018-12-21 | 湖南大学 | A kind of clod wash lightweight steel construction system and assembled wall skeleton structure |
| CN110080430A (en) * | 2019-06-12 | 2019-08-02 | 杭州森武科技有限公司 | A kind of light steel house load bearing wall of gypsum base polystyrene filler material |
| CN110284625A (en) * | 2019-07-25 | 2019-09-27 | 华新顿现代钢结构制造有限公司 | A kind of light steel shear wall and its connection structure with floor gap and basis |
| CN110762087A (en) * | 2019-10-29 | 2020-02-07 | 于鲁辉 | A new type of connection method and local reinforcement method of components or plates |
| US20220007537A1 (en) * | 2019-07-19 | 2022-01-06 | Huawei Technologies Co., Ltd. | Container module, container assembly, and data center |
| CN115075425A (en) * | 2022-07-21 | 2022-09-20 | 中国船舶重工集团国际工程有限公司 | Stud welding and box plate combined assembly type steel structure building unit and construction method |
Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1156779A (en) * | 1996-02-09 | 1997-08-13 | 深圳威乐斯贸易公司 | Assembly method for light steel assembled building |
| JPH10311110A (en) * | 1997-05-13 | 1998-11-24 | Sugimoto Kenchiku Kenkyusho:Kk | Building joint structure |
| CN1842629A (en) * | 2004-11-25 | 2006-10-04 | 新日本制铁株式会社 | Structure type and construction method of steel house |
| KR100923634B1 (en) * | 2009-07-13 | 2009-10-23 | 금강공업 주식회사 | Architectural modular unit with steel stairs |
| US20140069032A1 (en) * | 2011-05-09 | 2014-03-13 | Larrie A. Novak | To modular dwellings |
| CN104389349A (en) * | 2014-11-29 | 2015-03-04 | 山东双得利建设科技有限公司 | Novel house capable of being fast disassembled and assembled and assembling method thereof |
| CN104988989A (en) * | 2015-07-20 | 2015-10-21 | 北京海东蓝涛洁净工程技术有限公司 | Movable building structure and making method thereof |
| CN204940772U (en) * | 2015-07-24 | 2016-01-06 | 苏州美瑞德建筑装饰有限公司 | A kind of dried hanging hang structure of wooden plaque |
| CN105863110A (en) * | 2016-04-14 | 2016-08-17 | 北京工业大学 | Modular assembling type cold-bent thin-wall type steel wall board structural system |
| CN205935220U (en) * | 2016-06-27 | 2017-02-08 | 吉林省越洋钢结构工程有限公司 | Integrated house of modularization thin -walled cold -formed steel |
| CN106436903A (en) * | 2016-10-08 | 2017-02-22 | 西南科技大学 | Interlayer reinforcement component of cold-bent thin-wall type steel house |
| CN207160246U (en) * | 2017-04-14 | 2018-03-30 | 西藏藏建科技股份有限公司 | A kind of prefabricated buildings based on light gauge cold-formed steel shape |
-
2017
- 2017-04-14 CN CN201710243493.5A patent/CN106958292A/en active Pending
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1156779A (en) * | 1996-02-09 | 1997-08-13 | 深圳威乐斯贸易公司 | Assembly method for light steel assembled building |
| JPH10311110A (en) * | 1997-05-13 | 1998-11-24 | Sugimoto Kenchiku Kenkyusho:Kk | Building joint structure |
| CN1842629A (en) * | 2004-11-25 | 2006-10-04 | 新日本制铁株式会社 | Structure type and construction method of steel house |
| KR100923634B1 (en) * | 2009-07-13 | 2009-10-23 | 금강공업 주식회사 | Architectural modular unit with steel stairs |
| US20140069032A1 (en) * | 2011-05-09 | 2014-03-13 | Larrie A. Novak | To modular dwellings |
| CN104389349A (en) * | 2014-11-29 | 2015-03-04 | 山东双得利建设科技有限公司 | Novel house capable of being fast disassembled and assembled and assembling method thereof |
| CN104988989A (en) * | 2015-07-20 | 2015-10-21 | 北京海东蓝涛洁净工程技术有限公司 | Movable building structure and making method thereof |
| CN204940772U (en) * | 2015-07-24 | 2016-01-06 | 苏州美瑞德建筑装饰有限公司 | A kind of dried hanging hang structure of wooden plaque |
| CN105863110A (en) * | 2016-04-14 | 2016-08-17 | 北京工业大学 | Modular assembling type cold-bent thin-wall type steel wall board structural system |
| CN205935220U (en) * | 2016-06-27 | 2017-02-08 | 吉林省越洋钢结构工程有限公司 | Integrated house of modularization thin -walled cold -formed steel |
| CN106436903A (en) * | 2016-10-08 | 2017-02-22 | 西南科技大学 | Interlayer reinforcement component of cold-bent thin-wall type steel house |
| CN207160246U (en) * | 2017-04-14 | 2018-03-30 | 西藏藏建科技股份有限公司 | A kind of prefabricated buildings based on light gauge cold-formed steel shape |
Non-Patent Citations (1)
| Title |
|---|
| 叶继红，冯若强，陈伟编著: "村镇轻钢结构建筑抗震技术手册", 南京：东南大学出版社, pages: 5 - 6 * |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057041A (en) * | 2018-08-15 | 2018-12-21 | 浙江圣鑫建设有限公司 | Industrialize light gauge cold-formed steel shape composite wall and steel beam connecting joint and its construction method |
| CN109057041B (en) * | 2018-08-15 | 2024-01-26 | 浙江圣鑫建设有限公司 | Industrial cold-formed thin-wall steel composite wall and steel beam connecting node and construction method thereof |
| CN109057040A (en) * | 2018-09-21 | 2018-12-21 | 湖南大学 | A kind of clod wash lightweight steel construction system and assembled wall skeleton structure |
| CN110080430A (en) * | 2019-06-12 | 2019-08-02 | 杭州森武科技有限公司 | A kind of light steel house load bearing wall of gypsum base polystyrene filler material |
| US20220007537A1 (en) * | 2019-07-19 | 2022-01-06 | Huawei Technologies Co., Ltd. | Container module, container assembly, and data center |
| CN110284625A (en) * | 2019-07-25 | 2019-09-27 | 华新顿现代钢结构制造有限公司 | A kind of light steel shear wall and its connection structure with floor gap and basis |
| CN110284625B (en) * | 2019-07-25 | 2025-01-21 | 华新顿现代钢结构制造有限公司 | A light steel shear wall and its connection structure with floors and foundation |
| CN110762087A (en) * | 2019-10-29 | 2020-02-07 | 于鲁辉 | A new type of connection method and local reinforcement method of components or plates |
| CN115075425A (en) * | 2022-07-21 | 2022-09-20 | 中国船舶重工集团国际工程有限公司 | Stud welding and box plate combined assembly type steel structure building unit and construction method |
| WO2024016412A1 (en) * | 2022-07-21 | 2024-01-25 | 中国船舶重工集团国际工程有限公司 | Boxboard prefabricated steel structure building unit with combined bolts and welding, and construction method |
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