CN109057040A - A kind of clod wash lightweight steel construction system and assembled wall skeleton structure - Google Patents
A kind of clod wash lightweight steel construction system and assembled wall skeleton structure Download PDFInfo
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- CN109057040A CN109057040A CN201811117680.XA CN201811117680A CN109057040A CN 109057040 A CN109057040 A CN 109057040A CN 201811117680 A CN201811117680 A CN 201811117680A CN 109057040 A CN109057040 A CN 109057040A
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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
- E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
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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
- E04B1/34326—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2418—Details of bolting
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2421—Socket type connectors
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2448—Connections between open section profiles
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2457—Beam to beam connections
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The present invention relates to a kind of clod wash lightweight steel construction system and assembled wall skeleton structures, and including assembled wall system, composite floor system system, the modularization integrated morphology system for combining roof system, efficiently and installation period is short；Be all made of cold bending thin wall it is zinc-plated, plating zinc-aluminium high-strength steel, reduce steel using amount, and have good durability；Assembled wall skeleton structure is jointly assembled by door-window opening structure, common wall skeleton structure, and is connected to be formed by corner post；Using anti-drawing element and setscrew by assembled wall skeleton structure with basis is vertical connect, the anti-overturning energy of enhancing assembled wall skeleton structure；It is connect using the form of tapping screw and angle steel, tapping screw and galvanized steel drawstring by girder truss is vertical with assembled wall skeleton structure, alleviates the fatigue rupture that the extending stress band of node comes；Lightweight steel construction skeleton and interior outer maintenance plate material form " rib of slab formula structural system ", enhance structural system overall stability by zinc-plated self-drilling connection.
Description
Technical field
The present invention discloses a kind of clod wash lightweight steel construction system, is related to system of steel residential structure technical field.
Background technique
Since current Environmental Protection in China problem is increasingly serious, in building trade, government department vigorously advocates " Energy-Saving andLand-Saving
House ", " green building " (energy conservation, section material, it is water-saving, save land) theory, so now whole building industry to integral prefabricatedization, dress
With changing, building, the cry of energy saving and environment friendly building are higher and higher.The material as used by clod wash lightweight steel construction system is green
Color building materials, wherein steel structure material can 100% recycling, other supplementary materials can also recycle largely, meet ecological environment requirement,
Be conducive to health.Especially vehicle uses dry construction mode, it is possible to reduce waste causes the large natural environments such as rural area, river
Pollution, compound current environmental consciousness.
Domestic steel structure system mainly has conventional steel frames system and common cold formed steel structure system at present.It passes
Unite steel frame system in girder steel, steel column due to the power of receiving it is bigger, it requires girder steel, the sectional dimension of steel column compares
Greatly, and in traditional steel frame system site welding project amount is big, runs in the opposite direction with the high assembling building of country's promotion now.
And common cold formed steel structure system uses that surface is zinc-plated, common light gauge cold-formed steel shape of plating zinc-aluminium, in system
Beam, the relatively traditional girder steel of sectional dimension of rod structure, steel column sectional dimension substantially reduced, but due to light gauge cold-formed steel shape
Intensity it is not high, so needing more rod pieces to combine can be only achieved force request, therefore many in erecting yard rod piece
More, assembling degree is low, and installation workload is big, long construction period.
Since wall, beam, the connecting elements selection of roof system are improper in current many common cold formed steel structure systems,
Cause the overall stability of total system poor, so, so that common cold formed steel structure system is not by resident
It accepts extensively, then such house just lacks market, to be difficult to realize country to the building of lightweight steel construction system
It industrializes, the target of housing industrialization." the low layer light gauge cold-formed steel shape building construction skill that applicant strictly promulgated according to 2011
Art regulation ", improve traditional cold formed steel structure system, a kind of zinc-plated using surface, plating zinc-aluminium high-strength light steel is saved
Construction material, and realize that high assembling was built using assembled wall skeleton structure, Assembled floor structure, combination roof structure
Journey, while also ensuring the overall stability of lightweight steel construction system, significantly improve the anti-seismic performance of lightweight steel construction system.
Summary of the invention
A kind of clod wash lightweight steel construction system of the present invention is a kind of modularization, high assembling lightweight steel construction system, passes through module
The structure of change and special joint connecting method, can increase substantially the shock resistance of site operation efficiency and lightweight steel construction system
Can, also solve the problems, such as the sound insulation of light steel house, poor thermal insulation property simultaneously.
In order to realize above-mentioned technical requirements, technical scheme is as follows:
A kind of assembled wall skeleton structure, which is characterized in that including common wall skeleton structure A2 and door-window opening structure
A1, common wall skeleton structure A2 are mutually spliced to form L-type assembled wall skeleton structure A100, T-type faced wall by corner post f1
Frame structure A200 or cross assembled wall skeleton structure A300；
The corner post f1 includes the first corner post f1, the second corner post f2 and third corner post f3；First corner post f1 includes four perpendicular
To C-type steel column a disposed in parallel, wherein three C-type steel column a openings are arranged towards identical stacked, another C-type steel column
A is fixedly connected with three sides C-type steel column a respectively by self-tapping screw u；The C-type steel column a at the first both ends corner post f1 distinguishes
Common wall skeleton structure A2 is connected, the outer corner of two common wall skeleton structure A2 connections forms L-type group by angle steel g
Close wall skeleton structure A100；Second corner post f2 includes three C-type steel column a being vertically parallel to each other, and two of them C-type steel is vertical
The side of column a is fixed on the back side of another C-type steel column a by self-tapping screw u, and two C-type steel column a openings are set opposite to each other
It sets；Three C-type steel column a are connected separately with common wall skeleton structure A2, adjacent common wall skeleton structure A2 connection it is outer
Corner is fixedly connected by angle steel g, forms T-type assembled wall skeleton structure A200；The third corner post f3 includes four perpendicular
To the C-type steel column a being parallel to each other, two of them C-type steel column a opening is disposed opposite to each other, the side of another two C-type steel column a
The back side of two C-type steel column a is fixed on by self-tapping screw u, and another two C-type steel column a opening is disposed opposite to each other, four C
Fashioned iron column a is connected separately with common wall skeleton structure A2 and the outer corner of adjacent common wall skeleton structure A2 connection is logical
It crosses angle steel g fixation and forms cross assembled wall skeleton structure A300.
Further to improve, U-shaped steel used, C-type steel are that cold bending thin wall is zinc-plated or plating zinc-aluminium high-strength steel, and used
Material is LQ550；Wherein the web width of U-shaped steel is 89mm, flange width 38mm, no crimping, wall thickness 0.8mm；C-type steel
Web width be 89mm, flange width 41mm, seam width 13mm, wall thickness 0.8mm.
A kind of clod wash lightweight steel construction system, including assembled wall system 1, composite floor system system 2 and combination roof system 3,
It is characterized in that, the assembled wall system 1 includes combined exterior wall wall system 11 and combination interior wall wall system 12；Combination is outer
Wall wall system 11 and combination interior wall wall system 12 include assembled wall skeleton structure A；Assembled wall skeleton structure A includes
Common wall skeleton structure A2 and door-window opening structure A1；Common wall skeleton structure A2 is mutually spliced to form L by corner post f1
Type assembled wall skeleton structure A100, U-shaped assembled wall skeleton structure A200 and cross assembled wall skeleton structure A300；
The corner post f1 includes the first corner post f1, the second corner post f2 and third corner post f3；First corner post f1 includes four perpendicular
To C-type steel column a disposed in parallel, wherein three C-type steel column a openings are arranged towards identical stacked, another C-type steel column
A is fixedly connected with three sides C-type steel column a respectively by self-tapping screw u；The C-type steel column a at the first both ends corner post f1 distinguishes
Common wall skeleton structure A2 is connected, the outer corner of two common wall skeleton structure A2 connections forms L-type group by angle steel g
Close wall skeleton structure A100；Second corner post f2 includes three C-type steel column a being vertically parallel to each other, and two of them C-type steel is vertical
The side of column a is fixed on the back side of another C-type steel column a by self-tapping screw u, and two C-type steel column a openings are set opposite to each other
It sets；Three C-type steel column a are connected separately with common wall skeleton structure A2, adjacent common wall skeleton structure A2 connection it is outer
Corner is fixedly connected by angle steel g, forms U-shaped assembled wall skeleton structure A200；The third corner post f3 includes four perpendicular
To the C-type steel column a being parallel to each other, two of them C-type steel column a opening is disposed opposite to each other, the side of another two C-type steel column a
The back side of two C-type steel column a is fixed on by self-tapping screw u, and another two C-type steel column a opening is disposed opposite to each other, four C
Fashioned iron column a is connected separately with common wall skeleton structure A2 and the outer corner of adjacent common wall skeleton structure A2 connection is logical
It crosses angle steel g fixation and forms cross assembled wall skeleton structure A300；
The common wall skeleton structure A2 is fixedly connected with door-window opening structure A1；The door-window opening structure A1 includes
Two frame structures, two frame structure one is door opening mouth structure A11, another is window opening mouth structure A12；Frame structure packet
Include the combination column j of two sides；It is fixed with nose girder b in U-shaped steel at the top of combination column j, bottom is fixed with nose girder c under U-shaped steel；It is U-shaped
It is fixed with lintel h below nose girder b on steel, side is fixed with U-shaped rigid bracing e in lintel h；Lintel h and U-shaped rigid bracing e it
Between be fixed with C-type steel vertical supporting d；The combination column j includes that C-type steel column a, three C is arranged in three vertical stacked in parallel
An entirety is connected by self-tapping screw u and connection sheet k between fashioned iron column a；Adjacent combination column j passes through connection sheet k phase
It connects；The lintel h includes two beams being arranged back-to-back, beam tightly scratched by C-type steel with U-shaped steel together with formed；Lintel h is solid
Surely it is connected in U-shaped steel on nose girder b and U-shaped rigid bracing e.
Further to improve, the common wall skeleton structure A2 includes nose girder c under nose girder b and U-shaped steel in U-shaped steel；It is U-shaped
It is fixed between nose girder c under nose girder b and U-shaped steel on steel such as several columns, column leans against setting C-type steel column a by two and fixes
It formed, be fixed with right several c-type rigid supporting rod e between column, wherein passing through galvanized steel drawstring s for the c-type in same level
Two side wing edge of rigid supporting rod e is fixedly connected with C-type steel column a；U-shaped rigid supporting rod I is fixed on C-type steel column a, it is U-shaped
Rigid supporting rod I is by passing through the fixed c-type rigid bracing e of angle steel g；
Common wall skeleton structure A2 is fixed between two frame structures or is fixed on frame structure side；Wherein pass through
The door-window opening structure combination column j and C-type steel column a of common wall skeleton structure is connected and fixed by self-tapping screw u side by side, and
By connection sheet k, self-tapping screw u by door-window opening structure combination column j and common wall skeleton structure C-type steel column a
Reinforce connection.
It is further to improve, on the basis of the assembled wall skeleton structure A is fixed on by L-shaped anti-drawing element n；It is described anti-
It pulling out and is formed with the first anti-drawing element bolt hole n2 on part n on one side, another side is formed with several second anti-drawing element bolt hole n5, and the one or six
Corner bolt n1 passes through the first anti-drawing element bolt hole n2 and the bottom nose girder n3 of first layer assembled wall skeleton structure A and vertical connects with basic
Tap into row shearing resistance processing；Nose girder c under bottom nose girder n3, that is, U-shaped steel；Second hex bolts n1 passes through two anti-drawing element bolt hole n5 and group
The slot inner wall for closing the c-type composite stand pole n6 of wall skeleton structure A is vertically connected；C-type composite stand pole n6, that is, C-type steel column a.
Further to improve, the combined exterior wall wall system 11 includes the exterior trim surface layer 112 of ecto-entad setting, painting
Layer 113, extruded sheet 114, breathing paper D, oriented structure chipboard B, assembled wall skeleton structure A and plasterboard C；In the combination
Wall wall system 12 includes assembled wall skeleton structure A, and the two sides of assembled wall skeleton structure A are plasterboard C.
Further to improve, the composite floor system system 2 includes floor truss beam 24, and floor truss beam 24 includes top boom
O and lower boom p；Several web member q are fixed with by tapping screw u between top boom o and lower boom p, adjacent web members q mutually hangs down
Directly；It is arranged in parallel between floor truss beam 24 and crosspiece r is vertically fixedly connected with by angle steel g between adjacent floor truss beam 24；
Crosspiece r includes two U-shaped steels disposed in parallel, is fixed with vertical fixed structure between U-shaped steel, vertical fixed structure is by two phases
The C-type steel fixation of back setting is formed；Crosspiece r is fixed in the U-shaped steel of assembled wall skeleton structure A on nose girder b；Floor truss beam
24 end is fixedly connected on the top of wall skeleton structure A by angle steel g and self-tapping screw u；
The assembled wall skeleton structure A and floor truss beam 24 of adjacent interlayer pass through galvanized steel drawstring s reinforcement by connection.
Further to improve, the composite floor system system 2 successively includes ground surface layer 21, concrete cushion from up to down
22, waterproof layer 23, oriented structure chipboard B, floor truss beam 24 and plasterboard C.
Further to improve, the combination roof system 3 includes roof system 31；Roof system 31 by common roof truss 311,
Cross-brace of winding up 312, lower edge cross-brace 313 and longitudinal bracing rod piece 314, skewed horizontal load rod piece 315 form.It is described common
Roof truss 311 includes being fixed with abdomen between upper cord member 3111 and lower edge rod piece 3112, upper cord member 3111 and lower edge rod piece 3112
Bar 3113 forms, and upper cord member 3111, lower edge rod piece 3112, web member 3113 are C-type steel, wherein upper cord member 3111, lower edge
Rod piece 3112 and left and right ends web member 3113 are fixedly connected to form triangle skeleton by self-tapping screw u, several web members
3113 inclinations are connected between upper cord member 3111, lower edge rod piece 3112, and web member 3113 is without departing from the foreign steamer of upper and lower chord member part
Profile.
Further to improve, U-shaped steel used, C-type steel are that cold bending thin wall is zinc-plated or plating zinc-aluminium high-strength steel, and used
Material is LQ550；Wherein the web width of U-shaped steel is 89mm, flange width 38mm, no crimping, wall thickness 0.8mm；C-type steel
Web width be 89mm, flange width 41mm, seam width 13mm, wall thickness 0.8mm.
The round end China silk drilling tail that self-tapping screw u is model SU5.5x38mm is followed closely；The oriented structure chipboard is during installation
Need to carry out fissure of displacement splicing up and down, by self-tapping screw U by oriented structure chipboard and assembled wall skeleton structure, floor truss
Beam, common roof truss are fixedly connected, and four axis 150mm of nailing spacing, intermediate 300mm, oriented structure chipboard lap-joint need to add zinc-plated
Steel drawstring is to meet nailing requirement；The tack cross drilling tail of the model SU4.2x32mm of the self-tapping screw U is followed closely.
Glass fibre cotton, the practical ruler of glass fibre cotton filling are filled in assembled wall skeleton structure, floor truss beam
The very little size than measuring assembled wall skeleton structure increases 5cm or more.The present invention has the advantages that
1) a kind of clod wash lightweight steel construction system of the present invention is mainly formed by U-shaped steel, C-type steel assembly, is all made of cold bending thin wall
Zinc-plated, plating zinc-aluminium high-strength steel reduces steel using amount, therefore lightweight steel construction steel body of the present invention system makes to be current most promotional value
Energy-saving structure system.
2) assembled wall skeleton structure is jointly assembled by door-window opening structure, common wall skeleton structure in the present invention, and
Be connected to be formed by corner post, wherein door-window opening structure, common wall skeleton structure professional production factory can be assembled good,
Then the construction site assembling transported, therefore the present invention especially highlights efficient advantage, installation period is bigger than traditional architecture
It is big to shorten.
3) assembled wall skeleton structure vertical is connect with basic using anti-drawing element and setscrew in the present invention；Enhancing group
Close the anti-overturning energy of wall skeleton structure；Using the form of tapping screw and angle steel, tapping screw and galvanized steel drawstring by purlin
It sets a roof beam in place connect vertical with assembled wall skeleton structure；Avoid screw hole walls, tapping screw because being come by lasting extending stress band
Fatigue rupture, while improving the overall stability of clod wash lightweight steel construction system, the anti-seismic performance of enhancing structure system.
4) faced wall being made up of in the present invention structural framework, insulation glass fiber cotton, acoustic material and environment-friendly sheet
Body, Assembled floor and Roof system are provided with and excellent have excellent insulation, soundproof effect.
Detailed description of the invention
The present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments.
Fig. 1 is a kind of overall schematic of clod wash lightweight steel construction system of the invention.
Fig. 2 is a kind of combined exterior wall wall system of clod wash lightweight steel construction system of the invention, combination interior wall wall system
Schematic diagram.
Fig. 3 is the top view of L-type assembled wall skeleton structure in a kind of clod wash lightweight steel construction system of the invention.
Fig. 4 is the top view of T-type assembled wall skeleton structure in a kind of clod wash lightweight steel construction system of the invention.
Fig. 5 is the top view of cross assembled wall skeleton structure in a kind of clod wash lightweight steel construction system of the invention.
Fig. 6 is the perspective view of L-type assembled wall skeleton structure.
Fig. 7 is the perspective view of T-type assembled wall skeleton structure.
Fig. 8 is the perspective view of cross assembled wall skeleton structure.
Fig. 9 is door-window opening structure structural schematic diagram in a kind of clod wash lightweight steel construction system of the invention.
Figure 10 is lintel detail of construction in Fig. 9.
Figure 11 is common wall skeleton structure schematic diagram in a kind of clod wash lightweight steel construction system of the invention.
Figure 12 is the connection detail drawing of rigid transverse support rod and combination column in Figure 11.
Figure 13 is the spelling of common wall skeleton structure, door-window opening structure in a kind of clod wash lightweight steel construction system of the invention
Fill schematic diagram.
Figure 14 is common wall skeleton structure, door opening mouth structure, window opening in a kind of clod wash lightweight steel construction system of the invention
The assembled schematic diagram of mouth structure.
Figure 15 is anti-drawing element structural schematic diagram in a kind of clod wash lightweight steel construction system of the invention.
Figure 16 is the connection schematic diagram of anti-drawing element in a kind of clod wash lightweight steel construction system of the invention.
Figure 17 is Assembled floor system schematic diagram in a kind of clod wash lightweight steel construction system of the invention.
Figure 18 is floor truss girder construction schematic diagram in a kind of clod wash lightweight steel construction system of the invention.
Figure 19 is the two door frame floorings ridden in assembled wall skeleton structure in a kind of clod wash lightweight steel construction system of the invention
The connection schematic diagram of girder frame structure and crosspiece.
Figure 20 is two layer combined wall frame structures and a layer combined wall in a kind of clod wash lightweight steel construction system of the invention
Frame structure and intermediate floors girder truss connection schematic diagram.
Figure 21 is roof system schematic diagram in a kind of clod wash lightweight steel construction system of the invention.
Figure 22 is the common roof truss schematic diagram of a kind of clod wash lightweight steel construction system of the invention.
Figure 23 is the connection schematic diagram in a kind of clod wash lightweight steel construction system of the invention between common roof truss.
Figure 24 is that roof system schematic diagram is combined in a kind of clod wash lightweight steel construction system of the invention.
Specific embodiment
As shown in Figure 1, a kind of clod wash lightweight steel construction system of the present invention, mainly includes assembled wall system 1, composite floor system body
It is 2, combination roof system 3, which is mainly formed by U-shaped steel 100,200 assembly of C-type steel, the U-shaped steel
100, C-type steel 200 is that cold bending thin wall is zinc-plated, plates zinc-aluminium high-strength steel, and wherein the web width of U-shaped steel 100 is 89mm, the edge of a wing
Width is 38mm, no crimping, wall thickness 0.8mm；The web width of C-type steel 200 is 89mm, flange width 41mm, and crimping is wide
Degree is 13mm, wall thickness 0.8mm.
As shown in Fig. 2, assembled wall system 1 includes combined exterior wall wall system 11, combination 12 system of interior wall wall, combination
Outer wall body system 11 includes exterior trim surface layer 112, rendering layer 113, extruded sheet 114, breathing paper D, oriented structure chipboard B, group
Close wall skeleton structure A, plasterboard C, the exterior trim surface layer 112, rendering layer 113, extruded sheet 114, breathing paper D, oriented structure
Particieboard B, assembled wall skeleton structure A, the setting of plasterboard C ecto-entad；Combining interior wall wall system 12 includes assembled wall
Skeleton structure A, plasterboard C, the two sides for combining assembled wall skeleton structure A in interior wall wall system 12 are plasterboard C；It is described
Assembled wall skeleton structure A by nose girder c under nose girder b in C-type steel column a, U-shaped steel and U-shaped steel, C-type steel vertical supporting d, it is U-shaped just
Property strut e composition.
Assembled wall skeleton structure A is jointly assembled by door-window opening structure A1, common wall skeleton structure A2, and passes through angle
Column f is connected to be formed.The assembled wall skeleton structure A includes L-type assembled wall skeleton structure A100, U-shaped assembled wall skeleton
Structure A200, cross tri- kinds of assembled wall framework structure types of assembled wall skeleton structure A300.
As shown in figure 3, the first corner post f1 is made of vertical four C-type steel column a and angle steel g parallel and be combined with each other,
A pair of end portions mutually perpendicular assembled wall skeleton structure A and the first corner post f1 are connected to form L-type assembled wall skeleton structure
A100；As shown in figure 4, the second corner post f2 is made of vertical three C-type steel column a and angle steel g parallel and be combined with each other, three
The assembled wall skeleton structure A and the second corner post f2 that end interconnects are connected to form U-shaped assembled wall skeleton structure A200；Such as
Shown in Fig. 5, third corner post f3 is made of vertical four C-type steel column a and angle steel g parallel and be combined with each other, and four ends are mutual
Perpendicular assembled wall skeleton structure A and third corner post f3 is connected to form cross assembled wall skeleton structure A300；The C
Fashioned iron column a passes through self-tapping screw u two-by-two and vertically connects；The L-type assembled wall skeleton structure A100 is in the vertical same of corner
At one level, the corner of L-type assembled wall skeleton structure A100 is connected to only with an angle steel g；The U-shaped assembled wall
Skeleton structure A200 is separately connected U-shaped assembled wall skeleton structure at the vertical same level of corner, using a pair of of angle steel g
At two inside locks of A200；The cross assembled wall skeleton structure A300 uses two pairs at the vertical same level of corner
Angle steel g each is attached at four inside locks of cross assembled wall skeleton structure A300；The angle steel g and C-type steel column a
Vertical parallel and angle steel g is divided into 500mm between the connection in C-type steel column a parallel direction.
As shown in figure 9, door-window opening structure A1 includes door opening mouth structure A11, window opening mouth structure A12, the door-window opening
Structure A1 is by nose girder c, lintel h, C-type steel column a, C-type steel vertical supporting d, U-shaped rigid bracing under nose girder b, U-shaped steel in U-shaped steel
E composition.As shown in Figure 10, lintel h uses 2C+2U fashioned iron, and wherein C-type steel h11 and U-shaped steel h12 are closely together to be formed
One beam, C-type steel h21 with U-shaped steel h22 tightly scratch together with form another beam, two beams against to form lintel h back-to-back,
And lintel h is fixedly connected in U-shaped steel on nose girder b and U-shaped rigid bracing e.Further in the two sides of the door-window opening point
Door-window opening structure is not grouped together by three parallel C-type steel column a and combines column j, in order to make door-window opening
C-type steel vertical supporting d combine column j with door-window opening structure and be connected to become an entirety, by self-tapping screw u by connection sheet
K is connected with uprights vertical is combined, and connection sheet k is 500mm at the vertical interval door-window opening structure combination column j.
As shown in figure 11, common wall skeleton structure A2 by nose girder c under nose girder b in U-shaped steel and U-shaped steel, C-type steel column a,
C-type rigid supporting rod e, angle steel g, U-shaped rigid supporting rod I, galvanized steel drawstring s composition, above-mentioned C-type steel column a are back-to-back two-by-two
Group merges to be fixedly connected with nose girder c under nose girder b in U-shaped steel and U-shaped steel, and as shown in figure 12, angle steel g is vertical by c-type rigid bracing e
It is connected on above-mentioned U-shaped rigid supporting rod I, it, will be same by galvanized steel drawstring s further in common wall skeleton structure A2
Two side wing edge of c-type rigid supporting rod e in level is fixed together with C-type steel column a, the U-shaped rigid supporting rod I button
It is fixedly connected on said combination steel column and through self-tapping screw u.
As shown in figure 13, column j and common wall skeleton structure C-type steel door-window opening structure are combined by self-tapping screw
Column a is connected side by side, further by door-window opening structure combination column j and common by way of connection sheet k, self-tapping screw u
Wall skeleton structure C fashioned iron column a reinforces connection.
As shown in figure 14, by self-tapping screw by the C-type steel column a of common wall skeleton structure right end and door opening mouth structure
Combination column j is connected side by side, further by the C of common wall skeleton structure right end by way of connection sheet k, self-tapping screw u
Fashioned iron column a combines column j with door opening mouth structure and reinforces connection；By self-tapping screw by the C of common wall skeleton structure left end
Fashioned iron column a combines column j with window opening mouth structure and connects side by side, further will be general by way of connection sheet k, self-tapping screw u
The C-type steel column a of logical wall skeleton structure right end combines column j with window opening mouth structure and reinforces connection.
Anti-drawing element n need to just be passed through on the basis of being fixed on assembled good assembled wall skeleton structure A according to the above
Connect vertical with basis of wall is improved into the resistance to capsizing of wall skeleton structure.In conjunction with shown in Figure 13, Figure 14, Figure 15: will
First hex bolts n1 passes through the first anti-drawing element bolt hole n2, the bottom nose girder n3 of one layer of wall is resisted with basic vertical connect
Processing is cut, the second hex bolts n1 passes through to the second anti-drawing element bolt hole n2 is vertical with c-type composite stand pole n6 slot inner wall progress connects
It connects.In order to further enhance the shear resistance of wall, the bottom nose girder n3 of one layer of wall is connected with basis by the way that foundation bolt n7 is vertical
It connects, the spacing of foundation bolt n7 is 610mm.
As shown in figure 17, composite floor system system 2 includes ground surface layer 21, concrete cushion 22, waterproof layer 23, oriented structure
Particieboard B, floor truss beam 24, plasterboard C, floor truss beam 24 are made of top boom o, lower boom p, web member q, crosspiece r.
In conjunction with shown in Figure 18,19,20, the specific connection of floor truss beam 24 is as follows:
It is mutually perpendicular to top boom o, lower boom p and web member q to be fixedly connected to form rectangular frame by self-tapping screw u, into
Several web members q inclination is connected between top boom o and lower boom p by one step, in order to improve the whole steady of floor truss beam 24
It is qualitative, it is connect by angle steel g by crosspiece r is vertical with two floor truss beams 24, the crosspiece r passes through four shorter C-type steels
200 and two U-shaped steels 100 be mutually connected vertically；When two door frame floor truss beams 24 ride over same assembled wall skeleton structure A simultaneously
On, the crosspiece r is connect by the way that self-tapping screw u is vertical with two door frame floor truss beams 24, is also secured to assembled wall skeleton knot
In the U-shaped steel of structure A on nose girder b.The floor truss beam 24 and the assembled wall skeleton structure A are mutually perpendicular to, floor truss
The end of beam 24 is fixedly connected on the top of wall skeleton structure A by way of angle steel g, self-tapping screw u, further with zinc-plated
Steel drawstring s adds two layer combined wall frame structures and the connection of a layer combined wall frame structure and intermediate floors girder truss 24
Gu.
In conjunction with shown in Figure 21, Figure 22, Figure 23, Figure 24, combination roof system 3 includes roof system 31, oriented structure wood shavings
Plate B, waterproof layer 32 and roofing tile 33, roof system 31, oriented structure chipboard B, waterproof layer 32 and roofing tile 33 are from inside to outside
Setting.The roof system 31 is by common roof truss 311, cross-brace of winding up 312, lower edge cross-brace 313 and vertical supporting bar
Part 314, skewed horizontal load rod piece 315 form.The common roof truss 311 is by upper cord member 3111, lower edge rod piece 3112, web member 3113
Composition, the composition component of the common roof truss 311 is all made of C-type steel 200, wherein upper cord member 3111, lower edge rod piece 3112 with
And two left and right ends web members 3113 are fixedly connected to form triangle skeleton by self-tapping screw u, further by several web members
3113 inclinations are connected between upper cord member 3111, lower edge rod piece 3112, and web member 3113 cannot be beyond upper and lower chord member part
Outer contour.In order to improve the overall stability of roof truss, by self-tapping screw u by the upper cord member of several common roof trusses 311
3111, lower edge rod piece 3112 and cross-brace 312 of winding up, lower edge cross-brace 313 is corresponding is fixedly connected.
The round end China silk drilling tail that self-tapping screw u described above is model SU5.5x38mm is followed closely；The oriented structure chipboard B
Need to carry out fissure of displacement splicing up and down during installation, by self-tapping screw U by oriented structure chipboard B and assembled wall skeleton structure
A, floor truss beam 24, common roof truss 311 are fixedly connected, nailing spacing four axis 150mm, intermediate 300mm, oriented structure chipboard
B lap-joint need to add galvanized steel drawstring s to meet nailing requirement；The tack ten of the model SU4.2x32mm of the self-tapping screw U
Word drilling tail nail；Glass fibre cotton E is filled in the assembled wall skeleton structure A, floor truss beam 24, glass fibre cotton E is filled out
The actual size filled increases 5cm or more than measuring the size of assembled wall skeleton structure A.
For the above just for a certain specific embodiment of the invention, it is old that protection scope of the present invention is not limited only to institute
The concrete form stated, protection scope of the present invention can also refer to be extended according to the present invention in field technical staff similar
Technical method.
Claims (10)
1. a kind of assembled wall skeleton structure, which is characterized in that including common wall skeleton structure (A2) and door-window opening structure
(A1), common wall skeleton structure (A2) is mutually spliced to form L-type assembled wall skeleton structure (A100), T by corner post (f1)
Type assembled wall skeleton structure (A200) or cross assembled wall skeleton structure (A300)；
The corner post (f1) includes the first corner post (f1), the second corner post (f2) and third corner post (f3)；First corner post (f1) includes
Four vertical C-type steel columns (a) disposed in parallel, wherein three C-type steel column (a) openings are arranged towards identical stacked, it is another
A C-type steel column (a) is fixedly connected with three C-type steel column (a) sides respectively by self-tapping screw (u)；First corner post (f1)
The C-type steel column (a) at both ends is separately connected common wall skeleton structure (A2), what two common wall skeleton structures (A2) connected
Outer corner forms L-type assembled wall skeleton structure (A100) by angle steel (g)；Second corner post (f2) includes three vertical mutual
The side of parallel C-type steel column (a), two of them C-type steel column (a) is fixed on another C-type steel by self-tapping screw (u)
The back side of column (a), two C-type steel column (a) openings are disposed opposite to each other；Three C-type steel columns (a) are connected separately with common wall
The outer corner of skeleton structure (A2), adjacent common wall skeleton structure (A2) connection is fixedly connected by angle steel (g), forms T
Type assembled wall skeleton structure (A200)；The third corner post (f3) includes four C-type steel columns (a) being vertically parallel to each other,
Two of them C-type steel column (a) opening is disposed opposite to each other, and the side of another two C-type steel column (a) is fixed by self-tapping screw (u)
At the back side of two C-type steel columns (a), and another two C-type steel column (a) opening is disposed opposite to each other, four C-type steel columns (a) point
The outer corner for not being connected with common wall skeleton structure (A2) and adjacent common wall skeleton structure (A2) connection passes through angle steel
(g) fixation forms cross assembled wall skeleton structure (A300).
2. assembled wall skeleton structure as described in claim 1, which is characterized in that U-shaped steel used, C-type steel are clod wash
Thin-walled is zinc-plated or plates zinc-aluminium high-strength steel, and material therefor is LQ550；Wherein the web width of U-shaped steel is 89mm, flange width
For 38mm, no crimping, wall thickness 0.8mm；The web width of C-type steel is 89mm, flange width 41mm, and seam width is
13mm, wall thickness 0.8mm.
3. a kind of clod wash lightweight steel construction system, including assembled wall system (1), composite floor system system (2) and combination roof system
(3), which is characterized in that the assembled wall system (1) includes combined exterior wall wall system (11) and combination interior wall wall system
(12)；Combined exterior wall wall system (11) and combination interior wall wall system (12) include assembled wall skeleton structure
(A)；Assembled wall skeleton structure (A) includes common wall skeleton structure (A2) and door-window opening structure (A1)；Common wall
Frame structure (A2) is mutually spliced to form L-type assembled wall skeleton structure (A100), T-type assembled wall bone by corner post (f1)
Frame structure (A200) and cross assembled wall skeleton structure (A300)；
The corner post (f1) includes the first corner post (f1), the second corner post (f2) and third corner post (f3)；First corner post (f1) includes
Four vertical C-type steel columns (a) disposed in parallel, wherein three C-type steel column (a) openings are arranged towards identical stacked, it is another
A C-type steel column (a) is fixedly connected with three C-type steel column (a) sides respectively by self-tapping screw (u)；First corner post (f1)
The C-type steel column (a) at both ends is separately connected common wall skeleton structure (A2), what two common wall skeleton structures (A2) connected
Outer corner forms L-type assembled wall skeleton structure (A100) by angle steel (g)；Second corner post (f2) includes three vertical mutual
The side of parallel C-type steel column (a), two of them C-type steel column (a) is fixed on another C-type steel by self-tapping screw (u)
The back side of column (a), two C-type steel column (a) openings are disposed opposite to each other；Three C-type steel columns (a) are connected separately with common wall
The outer corner of skeleton structure (A2), adjacent common wall skeleton structure (A2) connection is fixedly connected by angle steel (g), forms T
Type assembled wall skeleton structure (A200)；The third corner post (f3) includes four C-type steel columns (a) being vertically parallel to each other,
Two of them C-type steel column (a) opening is disposed opposite to each other, and the side of another two C-type steel column (a) is fixed by self-tapping screw (u)
At the back side of two C-type steel columns (a), and another two C-type steel column (a) opening is disposed opposite to each other, four C-type steel columns (a) point
The outer corner for not being connected with common wall skeleton structure (A2) and adjacent common wall skeleton structure (A2) connection passes through angle steel
(g) fixation forms cross assembled wall skeleton structure (A300)；
The common wall skeleton structure (A2) is fixedly connected with door-window opening structure (A1)；Door-window opening structure (A1) packet
Two frame structures are included, two frame structure one is door opening mouth structure (A11), another is window opening mouth structure (A12)；Frame
Structure includes the combination column (j) of two sides；It is fixed with nose girder (b) in U-shaped steel at the top of combination column (j), bottom is fixed with U-shaped steel
Lower nose girder (c)；It is fixed with lintel (h) below nose girder (b) in U-shaped steel, side is fixed with U-shaped rigid bracing (e) in lintel (h)；
C-type steel vertical supporting (d) is fixed between lintel (h) and U-shaped rigid bracing (e)；The combination column (j) includes three vertical
C-type steel column (a) is arranged in stacked in parallel, is connected between three C-type steel columns (a) by self-tapping screw (u) and connection sheet (k)
One entirety；Adjacent combination column (j) is connected with each other by connection sheet (k)；The lintel (h) includes two and is arranged back-to-back
Beam, beam are closely together by C-type steel and U-shaped steel and are formed；Lintel h is fixedly connected on nose girder (b) and U-shaped rigid bracing in U-shaped steel
(e) on.
4. clod wash lightweight steel construction system as claimed in claim 3, which is characterized in that common wall skeleton structure (A2) packet
Include nose girder (b) and nose girder (c) under U-shaped steel in U-shaped steel；If being fixed between nose girder (c) under nose girder (b) and U-shaped steel in U-shaped steel
Dry column, column lean against that setting C-type steel column (a) is fixed to be formed, be fixed with several c-type rigid supports in the right side between column by two
Bar (e), wherein passing through galvanized steel drawstring (s) for two side wing edge of c-type rigid supporting rod (e) and C-type steel column in same level
(a) it is fixedly connected；It is fixed on C-type steel column (a) c-type rigid supporting rod (I), c-type rigid supporting rod (I) is by passing through angle steel
(g) fixed c-type rigid bracing (e)；
Common wall skeleton structure (A2) is fixed between two frame structures or is fixed on frame structure side；Wherein by certainly
Door-window opening structure combination column (j) connect solid by tapping (u) side by side with the C-type steel column (a) of common wall skeleton structure
It is fixed, and by connection sheet (k), self-tapping screw (u) by the combination column (j) of door-window opening structure and common wall skeleton structure
C-type steel column (a) reinforces connection.
5. clod wash lightweight steel construction system as claimed in claim 3, which is characterized in that the assembled wall skeleton structure (A) is logical
It crosses on the basis of L-shaped anti-drawing element (n) is fixed on；The first anti-drawing element bolt hole (n2) is formed on the anti-drawing element (n) on one side, separately
Be formed with several second anti-drawing element bolts hole (n5) on one side, the first hex bolts (n1) pass through the first anti-drawing element bolt hole (n2) with
Connect vertical with basis of the bottom nose girder (n3) of first layer assembled wall skeleton structure (A) carries out shearing resistance processing；Bottom nose girder (n3) i.e. U
Nose girder (c) under fashioned iron；Second hex bolts (n1) passes through the C of two anti-drawing element bolts hole (n5) and assembled wall skeleton structure (A)
The slot inner wall of type composite stand pole (n6) is vertically connected；C-type composite stand pole (n6) i.e. C-type steel column (a).
6. clod wash lightweight steel construction system as claimed in claim 3, which is characterized in that combined exterior wall wall system (11) packet
Include exterior trim surface layer (112), the rendering layer (113), extruded sheet (114), breathing paper (D), oriented structure wood shavings of ecto-entad setting
Plate (B), assembled wall skeleton structure (A) and plasterboard (C)；The combination interior wall wall system (12) includes assembled wall skeleton
Structure (A), the two sides of assembled wall skeleton structure (A) are plasterboard C.
7. clod wash lightweight steel construction system as claimed in claim 3, which is characterized in that the composite floor system system (2) includes building
Face girder truss (24), floor truss beam (24) includes top boom (o) and lower boom (p)；Between top boom (o) and lower boom (p)
Several web members (q) are fixed with by tapping screw (u), adjacent web members (q) are mutually perpendicular to；Floor truss beam is set in parallel between (24)
It sets and crosspiece (r) is vertically fixedly connected with by angle steel (g) between adjacent floor truss beam (24)；Crosspiece (r) includes two parallel
The C-type steel of setting is fixed with vertical fixed structure between U-shaped steel, and the C-type steel that vertical fixed structure is disposed opposite to each other by two is fixed
It is formed；Crosspiece (r) is fixed in the U-shaped steel of assembled wall skeleton structure (A) on nose girder (b)；The end of floor truss beam (24)
The top of wall skeleton structure (A) is fixedly connected on by angle steel (g) and self-tapping screw (u)；
The assembled wall skeleton structure (A) and floor truss beam (24) of adjacent interlayer pass through galvanized steel drawstring (s) reinforcement by connection.
8. clod wash lightweight steel construction system as claimed in claim 7, which is characterized in that the composite floor system system (2) on to
Under successively include ground surface layer (21), concrete cushion (22), waterproof layer (23), oriented structure chipboard (B), floor truss beam
(24) and plasterboard (C).
9. clod wash lightweight steel construction system as claimed in claim 3, which is characterized in that the combination roof system (3) includes room
Frame system (31)；Roof system (31) by common roof truss (311), cross-brace of winding up (312), lower edge cross-brace (313) and
Longitudinal bracing rod piece (314), skewed horizontal load rod piece (315) composition.The common roof truss (311) include upper cord member (3111) and
Web member (3113) composition, top boom are fixed between lower edge rod piece (3112), upper cord member (3111) and lower edge rod piece (3112)
Part (3111), lower edge rod piece (3112), web member (3113) are C-type steel, wherein upper cord member (3111), lower edge rod piece (3112)
And left and right ends web member (3113) is fixedly connected to form triangle skeleton by self-tapping screw (u), several web members (3113)
Inclination is connected between upper cord member (3111), lower edge rod piece (3112), and web member (3113) is outer without departing from upper and lower chord member part
Contour line.
10. the clod wash lightweight steel construction system as described in claim 3-9 is any, which is characterized in that U-shaped steel used, C-type steel are equal
For cold bending thin wall it is zinc-plated or plating zinc-aluminium high-strength steel, and material therefor be LQ550；Wherein the web width of U-shaped steel is 89mm, the wing
Edge width is 38mm, no crimping, wall thickness 0.8mm；The web width of C-type steel is 89mm, flange width 41mm, seam width
For 13mm, wall thickness 0.8mm.
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| CN201811117680.XA CN109057040A (en) | 2018-09-21 | 2018-09-21 | A kind of clod wash lightweight steel construction system and assembled wall skeleton structure |
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| CN201811117680.XA CN109057040A (en) | 2018-09-21 | 2018-09-21 | A kind of clod wash lightweight steel construction system and assembled wall skeleton structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110939228A (en) * | 2019-12-10 | 2020-03-31 | 集束智能装配科技有限公司 | Assembled low-rise building structure |
| CN114427257A (en) * | 2022-02-08 | 2022-05-03 | 海城市东升钢构彩板有限公司 | Assembled steel frame light wall house |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202023275U (en) * | 2010-07-13 | 2011-11-02 | 上海钢之杰钢结构建筑有限公司 | Cold bent thin wall section steel bearing wall body structure |
| CN203977705U (en) * | 2014-06-25 | 2014-12-03 | 邓军辉 | A kind of light gauge cold-formed steel shape structure is crossed beam construction |
| 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 |
| CN205046731U (en) * | 2015-06-11 | 2016-02-24 | 中航勘察设计研究院有限公司 | Thin -walled cold -formed steel roof |
| 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 |
| CN206319407U (en) * | 2016-11-15 | 2017-07-11 | 江苏绿色辉煌节能科技有限公司 | A kind of cold bending thin wall type main house body structure |
| CN106958292A (en) * | 2017-04-14 | 2017-07-18 | 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 |
-
2018
- 2018-09-21 CN CN201811117680.XA patent/CN109057040A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202023275U (en) * | 2010-07-13 | 2011-11-02 | 上海钢之杰钢结构建筑有限公司 | Cold bent thin wall section steel bearing wall body structure |
| CN203977705U (en) * | 2014-06-25 | 2014-12-03 | 邓军辉 | A kind of light gauge cold-formed steel shape structure is crossed beam construction |
| CN205046731U (en) * | 2015-06-11 | 2016-02-24 | 中航勘察设计研究院有限公司 | Thin -walled cold -formed steel roof |
| 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 |
| 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 |
| CN206319407U (en) * | 2016-11-15 | 2017-07-11 | 江苏绿色辉煌节能科技有限公司 | A kind of cold bending thin wall type main house body structure |
| CN106958292A (en) * | 2017-04-14 | 2017-07-18 | 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 |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110939228A (en) * | 2019-12-10 | 2020-03-31 | 集束智能装配科技有限公司 | Assembled low-rise building structure |
| CN114427257A (en) * | 2022-02-08 | 2022-05-03 | 海城市东升钢构彩板有限公司 | Assembled steel frame light wall house |
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