CN106049728B - A kind of Wind-Pressure Resistance glass stone material solid combined curtain wall - Google Patents
A kind of Wind-Pressure Resistance glass stone material solid combined curtain wall Download PDFInfo
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- CN106049728B CN106049728B CN201610556129.XA CN201610556129A CN106049728B CN 106049728 B CN106049728 B CN 106049728B CN 201610556129 A CN201610556129 A CN 201610556129A CN 106049728 B CN106049728 B CN 106049728B
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- 239000004575 stone Substances 0.000 title claims abstract description 132
- 239000011521 glass Substances 0.000 title claims abstract description 99
- 239000000463 material Substances 0.000 title claims abstract description 86
- 239000007787 solid Substances 0.000 title claims abstract description 19
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 194
- 239000010959 steel Substances 0.000 claims abstract description 194
- 244000261422 Lysimachia clethroides Species 0.000 claims description 43
- 229910000838 Al alloy Inorganic materials 0.000 claims description 10
- 230000009545 invasion Effects 0.000 claims description 8
- 229920000742 Cotton Polymers 0.000 claims description 6
- 239000003292 glue Substances 0.000 claims description 6
- 238000004321 preservation Methods 0.000 claims description 6
- 238000009826 distribution Methods 0.000 claims description 3
- 239000010438 granite Substances 0.000 claims description 3
- 238000010079 rubber tapping Methods 0.000 claims description 3
- 239000005341 toughened glass Substances 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims 1
- 238000005253 cladding Methods 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract description 5
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 4
- 229910052782 aluminium Inorganic materials 0.000 description 4
- 239000004411 aluminium Substances 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 239000006260 foam Substances 0.000 description 3
- 229920001296 polysiloxane Polymers 0.000 description 3
- 230000005855 radiation Effects 0.000 description 3
- 230000006978 adaptation Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005286 illumination Methods 0.000 description 2
- 238000003754 machining Methods 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 208000002173 dizziness Diseases 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 230000002045 lasting effect Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
- E04B2/962—Curtain walls comprising panels attached to the structure through mullions or transoms with angles or corners in the curtain wall
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
- E04B2/965—Connections of mullions and transoms
Landscapes
- 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 discloses a kind of Wind-Pressure Resistance glass stone material solid combined curtain wall, including glass unit, vertical stone material unit, horizontal stone material unit and some steel columns；It is arranged between laterally adjacent two glass units, the abutting end of vertical stone material unit and glass unit is fixed on same root steel column vertical stone material unit protrusion glass unit；It is arranged between longitudinally adjacent two glass units horizontal stone material unit protrusion glass unit；The surface of vertical stone material unit, horizontal stone material unit protrusion glass unit, the typhoon being integrally carried on curtain wall is divided into some pieces, reduce the wind load on single sheet, the wind sheltering area formed between vertical stone material unit, horizontal stone material unit is perpendicular to cladding glass, the major part of the reflected light of glass is blocked, reduces light pollution；Form horizontal stone material unit, the critical piece of vertical stone material unit uses environment-friendly materials, in-site installation is fast, improve work efficiency, reduce loss, improve quality, reduce integrated cost.
Description
Technical field
The present invention relates to exterior finish field, especially a kind of Wind-Pressure Resistance glass stone material solid combined curtain wall.
Background technology
Current curtain wall has no longer only been merely the simple peripheral structure of building, but more and more in depth turns into and entirely build
The organic component built.At present, generally in the installation of the outer surface of building overall hidden frame, half hidden frame or bright frame glass
Curtain wall increase building it is attractive in appearance etc., however, the energy of the anti-positive wine pressure load of big unit glass curtain wall of this generally same facade
Power is weaker, soundproof effect have it is to be strengthened, especially for the multiple region of typhoon, to the processing quality handle of the anti-positive wine pressure load of high level
It is very big to control difficulty, how the anti-positive wine pressure parameters of loading of glass curtain wall is reduced to ensure the peace of curtain wall by new structural design
The full technological difficulties for turning into Curtain Wall Design；And current combined curtain wall design, basic or glass and stone plate or glass and pottery
For native plate in same facade structures, these are also all difficult to the ant wind load for solving the problems, such as glass curtain wall；In addition, existing glass curtain wall
Big unit glass can be launched under light illumination, form light radiation, the illumination of reflection in the eyes of the people on periphery easily
Dizziness is made one, influences health of people and traffic safety, therefore, how to reduce the light pollution of glass curtain wall is also to need what is solved to ask
Topic.
The content of the invention
The technical problems to be solved by the invention be to provide a kind of ant wind load performance it is good, it is elegant in appearance, reduce light pollution,
Wind-Pressure Resistance glass stone material solid combined curtain wall easy for installation.
In order to solve the above technical problems, the present invention uses following technical scheme：
A kind of Wind-Pressure Resistance glass stone material solid combined curtain wall, including glass unit, vertical stone material unit, horizontal stone material unit
And some steel columns；It is arranged between laterally adjacent two glass units the vertical stone material unit protrusion glass unit,
The abutting end of vertical stone material unit and glass unit is fixed on same root steel column；Horizontal stone material unit protrusion glass unit
It is arranged between longitudinally adjacent two glass units；The vertical stone material unit includes being connected between two neighboring steel column,
The vertical steel skeleton and stone plate of glass unit are protruded, the vertical steel skeleton is the framework that alien invasion mounts stone plate；
The vertical steel skeleton include the second column of protrusion glass unit, two be connected between the second column and steel column first
Angle steel crossbeams, the rear ends of every first angle steel crossbeams by the first corner brace be welded on corresponding on steel column, front end and the
Two columns are connected；The outer end of vertical steel skeleton is the second angle steel crossbeams being connected with the second column；First angle steel crossbeams,
More than or equal to two dry-hanging piece for stone are respectively provided with second angle steel crossbeams, stone plate is articulated on dry-hanging piece for stone.
Preferably, the section of the vertical steel skeleton is the rectangle of interior end opening；Two first angle steel crossbeams are parallel
Set, the front end of every first angle steel crossbeams is equipped with the second vertical column, vertical first angle steel crossbeams of the second angle steel crossbeams
Between the horizontal welding in ground and two second columns.
Can also, the section of the vertical steel skeleton is the inner that nearly glass unit one end is big, remote glass unit one end is small
What is be open is trapezoidal；Second column is one, i.e. the second column and two steel column distributions triangular in shape, the second column it is interior
Side is also associated with heptangle gooseneck, and the front end of two first angle steel crossbeams is respectively welded at the left and right two of heptangle gooseneck
End, the outside of the second column connect the second angle steel crossbeams.
Further, the rear end of first angle steel crossbeams is welded on steel column by the first corner brace, i.e. the first corner brace
End face be welded on steel column, other end is welded in the first angle steel crossbeams.
Further, the glass unit includes glass, secondary frame, and the secondary frame that glass is bonded with by structure glue is fixed on
On corresponding steel column；The steel column adaptedly coats aluminium conjunction towards the exposed position in indoor exposed position and secondary frame
Gionee post, Aluminum alloy column are fixed on steel column and secondary frame by self-tapping screw；Indoor location at corresponding vertical steel skeleton
Plasterboard with Aluminum alloy column flush is set, heat preservation and soundproof cotton is provided between plasterboard and the inner of vertical steel skeleton
Layer.
The horizontal stone material unit includes the horizontal steel skeleton and stone plate that one end is fixed in civil engineering；The horizontal steel
Skeleton mounts the framework of stone plate for the alien invasion of protrusion glass unit.
The section of the horizontal steel skeleton is quadrangle, and the horizontal steel skeleton includes inner be connected with civil engineering, outer end
First channel-section steel of protruding civil engineering, in addition to rectangular the third angle gooseneck, fourth angle gooseneck, are welded between each other
Five angle steel crossbeams, the second channel-section steel；The third angle gooseneck is vertically welded on one end of the nearly civil engineering of the first channel-section steel, and the second channel-section steel vertically welds
It is connected on one end of the remote civil engineering of the first channel-section steel, fourth angle gooseneck is welded on the lower end of the third angle gooseneck and the second channel-section steel, and the 5th
Angle steel crossbeams are welded on the upper end of the third angle gooseneck and the second channel-section steel；The third angle gooseneck, fourth angle gooseneck, the 5th
The dry-hanging piece for stone no less than two is respectively provided with angle steel crossbeams, the second channel-section steel, stone plate is articulated on dry-hanging piece for stone.
The rectangular cross-section of the horizontal steel skeleton.
The horizontal steel skeleton section for one end civil engineering remote greatly of nearly civil engineering small trapezoidal in one end；
The horizontal setting of the fourth angle gooseneck, the low setting in the inner high outer end of the 5th angle steel crossbeams, is articulated in the 5th
Stone plate in angle steel crossbeams tilts mounting accordingly；
Or the inner low outer end highland of the fourth angle gooseneck is set, the low setting in the inner high outer end of the 5th angle steel crossbeams,
It is articulated in fourth angle gooseneck, the stone plate in the 5th angle steel crossbeams tilts mounting accordingly.
Most preferably, the glass is 6 (Low-E)+12A+6 hollow tempered glass；The steel column is 80x60x5mm
Galvanized steel leads to column, and stone plate is 30mm thickness granite, and the width of vertical stone material unit is 500mm, vertical stone material unit outermost
The distance of end protrusion glass is 600mm, and the heat preservation and soundproof cotton layer thickness is 50mm.
Compared with prior art, the invention has the advantages that：
1, the vertical stone material unit and horizontal stone material unit protrude glass unit surface, and glass is carried in by originally overall
On typhoon be divided into some pieces, while formed between vertical stone material unit, horizontal stone material unit by the less wind sheltering area of wind-force,
Single sheet is in wind sheltering area, greatly reduces the wind load on single sheet, has the ability of outstanding resistance typhoon.
2, the horizontal stone material unit, vertical stone material unit are the hollow-core construction of alien invasion mounting stone plate, and environmental protection saves
About, install convenient, long-term lasting maintenance is advantageous to.
3rd, the wind sheltering area formed between stone material unit, can be effectively by the major part of the reflected light of glass perpendicular to cladding glass
Blocked, reduce radiation of the transmitting light to periphery crowd, reduce the light pollution of cladding glass.
4, the critical piece of horizontal stone material unit, vertical stone material unit is formed using the environmentally friendly material of recyclable recycling
Material, such as aluminium section bar, steel, glass etc.；And critical piece is produced using factory modularization, machining accuracy is high, and in-site installation is fast, drop
Low all swivel links, technology, product, management handing-over difficulty are reduced, the time is saved, improves work efficiency, reduce loss, improve quality, drop
Low integrated cost.
Brief description of the drawings
Fig. 1 is the Wind-Pressure Resistance glass stone material solid combined curtain wall front view of embodiment 1
Fig. 2 is the schematic cross-sectional view at A-A in Fig. 1
Fig. 3 is the schematic cross-sectional view at B-B in Fig. 1
Fig. 4 is that vertical steel skeleton section is trapezoidal schematic diagram in embodiment 1
Fig. 5 is the Wind-Pressure Resistance glass stone material solid combined curtain wall front view of embodiment 2
Fig. 6 is the schematic cross-sectional view at C-C in Fig. 5
Embodiment
The present invention is explained in further detail with reference to the accompanying drawings and detailed description.
As shown in Fig. 1~Fig. 6, a kind of Wind-Pressure Resistance glass stone material solid combined curtain wall, including glass unit 1, vertical stone material
Unit 2, horizontal stone material unit 3 and several steel columns 4 set according to design, vertical stone material unit 2 are arranged at horizontal phase
Between adjacent two glass units 1, the abutting end of vertical stone material unit 2 and glass unit 1 is fixed on same root steel column 4；It is horizontal
Between longitudinally adjacent two glass units 1 are arranged to stone material unit 3, longitudinally adjacent vertical stone material unit 2 be vertically connected with or
Laterally adjacent horizontal stone material unit 3 or so connects；The vertical stone material unit 2, the outwardly glass of horizontal stone material unit 3
Unit 1.
The vertical stone material unit 2 include the corresponding vertical steel skeleton 21 being connected between two neighboring steel column 4 and
Stone plate 29, the vertical outwardly glass unit 1 of steel skeleton 21, it is the frame structure that stone plate 29 is mounted on alien invasion；
The vertical steel skeleton 21 includes the second column 213 of outwardly glass unit 1, in addition to two first angle steel crossbeams 211,
The rear end of every first angle steel crossbeams 211 is welded on the steel column 4 of adaptation by the first corner brace 215, the first angle steel crossbeams 211
Front end be connected with the second column 213；The outer end of vertical steel skeleton 21 is the second angle steel crossbeams being connected with the second column 213
212；More than or equal to two dry-hanging piece for stone 214, stone plate are respectively provided with first angle steel crossbeams 211, the second angle steel crossbeams 212
29 back is provided with the mount hole of adaptation dry-hanging piece for stone 214, and stone plate 29 is articulated in vertical reinforcing bar by dry-hanging piece for stone 214
The alien invasion of frame 21, the quantity of dry-hanging piece for stone 214 can be set as needed in the first angle steel crossbeams 211, the second angle steel crossbeams 212
It is N number of to be set to 2,3,4,5 ....Adjacent stone plate 29 fills a diameter of 12mm foam rods in vertical stone material unit 2, and fills
Silicone weather resistant glue.
The glass unit 1 includes glass 11, secondary frame 12, and glass 11 is bonded on secondary frame 12 by structure glue, secondary frame 12
It is fixed on by prior art conventional means on corresponding steel column 4.Secondary frame 12 is contacted with adjacent stone plate 29 and filled out at gap
A diameter of 12mm foam rods are filled, and fill silicone weather resistant glue.
In order to which whole structure is attractive in appearance, steel column 4 towards interior exposed position and secondary frame 12 towards interior it is exposed
Position adaptedly coats the inner surface of Aluminum alloy column 7, i.e. one end fitting glass 11 of Aluminum alloy column 7, the shape of Aluminum alloy column 7
The semi-surrounding of paired steel column 4, obtains aluminium Baogang column elegant in appearance, Aluminum alloy column 7 is consolidated by modes such as self-tapping screws
Be scheduled on on steel column 4 and secondary frame 12.
Preferably, the indoor location at corresponding vertical steel skeleton 21 sets thick plasterboard 9, the surface of the plasterboard 9 with
The flush of Aluminum alloy column, overall appearance are unified.Preferably, set between the inner of thick plasterboard 9 and vertical steel skeleton 21
There is heat preservation and soundproof cotton layer 8, further improve indoor sound-insulating effect.
Horizontal stone material unit 3 includes the horizontal steel skeleton 31 and stone plate 29 that one end is fixed in civil engineering 10.The horizontal stroke
The framework of stone plate 29 is mounted for the alien invasion of protrusion glass unit 1 to steel skeleton 31.
As shown in figure 3, the section of the horizontal steel skeleton 31 is the frame structure of quadrangle, the horizontal steel skeleton 31 wraps
Include it is inner be connected with civil engineering 10, outer end is encorbelmented and stretches out the first channel-section steel 311 of civil engineering 10, include mutual welding quadrangularly
The third angle gooseneck 313, fourth angle gooseneck 314, the 5th angle steel crossbeams 315, the second channel-section steel 312.The third angle gooseneck 313
Vertical one end for being welded on 311 nearly civil engineering of the first channel-section steel, the second channel-section steel 312 are vertically welded on the one of 311 remote civil engineering of the first channel-section steel
End, fourth angle gooseneck 314 are welded on the lower end of the channel-section steel 312 of the third angle gooseneck 313 and second, and the 5th angle steel crossbeams 315 are welded
It is connected on the upper end of the channel-section steel 312 of the third angle gooseneck 313 and second.The third angle gooseneck 313, fourth angle gooseneck 314,
The dry-hanging piece for stone 214 no less than two is respectively provided with five angle steel crossbeams 315, the second channel-section steel 312, the back of stone plate 29 is provided with
The mount hole of dry-hanging piece for stone 214 is adapted to, stone plate 29 is articulated on dry-hanging piece for stone 214 by mount hole, and the third angle steel is horizontal
Beam 313, fourth angle gooseneck 314, the 5th angle steel crossbeams 315, on the second channel-section steel 312 dry-hanging piece for stone 214 number according to need
It is N number of to be arranged to 2,3,4,5 ....Adjacent stone plate 29 fills a diameter of 12mm foam rods in horizontal stone material unit 3, and
Fill silicone weather resistant glue.
The section of the horizontal steel skeleton 31 is preferably rectangular；As shown in figure 4, the shape in the section of horizontal steel skeleton 31
It can also accordingly set according to the design needs, one end of one end civil engineering 10 remote greatly for nearly civil engineering 10 can be arranged as required to
Small is trapezoidal, for example, the setting that the fourth angle gooseneck 314 is horizontal, the inner high outer end of the 5th angle steel crossbeams 315 is low to be set
Put, the stone plate 29 being articulated in the 5th angle steel crossbeams 315 tilts mounting accordingly, is more beneficial for rainwater and flows down, avoids ponding.
The horizontal steel skeleton 31 it can also be provided that the shape of the small isosceles trapezoid in one end of one end civil engineering 10 remote greatly of nearly civil engineering 10,
The i.e. described inner low outer end highland of fourth angle gooseneck 314 is set, and the low setting in the inner high outer end of the 5th angle steel crossbeams 315, is hung
It is connected on fourth angle gooseneck 314, the stone plate 29 in the 5th angle steel crossbeams 315 tilts mounting accordingly.
The glass curtain wall of same facade in compared with prior art, vertical stone material unit 2, horizontal stone material unit 3 protrusion glass
The surface of unit 1, the typhoon being integrally carried on curtain wall is divided into some pieces, while vertical stone material unit 2, horizontal stone material list
Formed between member 3 by the less wind sheltering area of wind-force, greatly reduce the wind load on single sheet 11, there is outstanding wind load resistant
The ability of load；The wind sheltering area formed between vertical stone material unit 2, horizontal stone material unit 3, can be effectively by glass perpendicular to cladding glass
The major part of the reflected light of glass is blocked, and reduces radiation of the transmitting light to periphery crowd, and the light for reducing cladding glass is dirty
Dye；The critical piece of horizontal stone material unit 3, vertical stone material unit 2 is formed using the environment-friendly materials of recyclable recycling, such as aluminium
Section bar, steel, glass etc.；And critical piece is produced using factory modularization, machining accuracy is high, and in-site installation is fast, reduces turnover
Link, technology, product, management handing-over difficulty are reduced, the time is saved, improves work efficiency, reduce loss, improve quality, reduce synthesis
Cost.
Embodiment 1
In the present embodiment, as shown in Fig. 2 in each vertical stone material unit 2, the section of the vertical steel skeleton 21 is interior
The rectangle of end opening；Two first angle steel crossbeams 211 are be arranged in parallel, and the front end of every first angle steel crossbeams 211 is equipped with
The second vertical column 213, the horizontal welding in the 212 vertical ground of first angle steel crossbeams 211 of the second angle steel crossbeams and two second columns
Between 213.
One end of first angle steel crossbeams 211 is welded on steel column 4 (i.e. the first corner brace 215 by the first corner brace 215
End face be welded on steel column 4, other end is welded in the first angle steel crossbeams 211), the first angle steel crossbeams 211
Other end be welded on the second column 213, transverse horizontal face is welded with the second angle steel between two the second columns 213
Crossbeam 212, two the first angle steel crossbeams, 211, two the second columns 213 and the second angle steel crossbeams 212 are collectively forming in one
The rectangle of side opening.
Embodiment 2
Embodiment 2 is substantially the same manner as Example 1, and difference is only：As shown in Figure 5, Figure 6, each described vertical stone material
In unit 2, the section of vertical steel skeleton 21 for nearly glass unit 1 that one end is big, remote one end of glass unit 1 is small is trapezoidal, i.e. institute
The second column 213 is stated as one, the inner side of the second column 213 is also associated with heptangle gooseneck 217, the second column 213 it is outer
Side connects the second angle steel crossbeams 212, and the front end of two first angle steel crossbeams 211 is respectively welded at a left side for heptangle gooseneck 217
Right both ends.That is the second column 213 and two 4 distributions triangular in shape of steel column, the medial surface weldering welding heptangle of the second column 213
The second angle steel crossbeams 212 are welded in gooseneck 217, the outside of the second column 213, and two first angle steel crossbeams 211 pass through
First corner brace 215 be welded on corresponding to (i.e. the end face of the first corner brace 215 is welded on steel column 4, another on steel column 4
End face weld is welded on the rear end of the first angle steel crossbeams 211)；The front end face of two the first angle steel crossbeams 211 is welded on heptangle
On gooseneck 217, two first angle steel crossbeams 211, the second angle steel crossbeams 212 surround the trapezoidal of interior end opening.
Preferably, the glass 11 is 6 (Low-E)+12A+6 hollow tempered glass；The steel column 4 is
80x60x5mm galvanized steels lead to column, the first angle steel crossbeams 211, the second angle steel crossbeams 212, the third angle gooseneck 313, fourth angle
Gooseneck 314, the 5th angle steel crossbeams 315, heptangle gooseneck 217 are the Zinc-coated angle steel of L50 × 4, and stone plate 29 is using excellent
Matter 30mm thickness granite, the width of vertical stone material unit 2 is 500mm, the distance of the vertical outermost end of stone material unit 2 protrusion glass 11
For 600mm, the thickness of heat preservation and soundproof cotton layer 8 is 50mm.
Claims (10)
- A kind of 1. Wind-Pressure Resistance glass stone material solid combined curtain wall, it is characterised in that：Including glass unit (1), vertical stone material unit (2), horizontal stone material unit (3) and some steel columns (4)；Set to vertical stone material unit (2) the protrusion glass unit (1) Between laterally adjacent two glass units (1), the abutting end of vertical stone material unit (2) and glass unit (1) is fixed on same On root steel column (4)；Be arranged at horizontal stone material unit (3) protrusion glass unit (1) longitudinally adjacent two glass units (1) it Between；The vertical stone material unit (2) is included being connected between two neighboring steel column (4), protrusion glass unit (1) it is vertical Steel skeleton (21) and stone plate (29), the vertical steel skeleton (21) are the framework that alien invasion mounts stone plate (29)；The vertical steel skeleton (21) include the second column (213) of protrusion glass unit (1), two be connected to the second column (213) the first angle steel crossbeams (211) between steel column (4), the rear end of every first angle steel crossbeams (211) pass through One corner brace (215) is welded on corresponding steel column (4), and front end is connected with the second column (213)；Outside vertical steel skeleton (21) End is the second angle steel crossbeams (212) being connected with the second column (213)；First angle steel crossbeams (211), the second angle steel are horizontal More than or equal to two dry-hanging piece for stone (214) are respectively provided with beam (212), stone plate (29) is articulated in dry-hanging piece for stone (214) On.
- 2. Wind-Pressure Resistance glass stone material solid combined curtain wall as claimed in claim 1, it is characterised in that：The vertical steel skeleton (21) section is the rectangle of interior end opening；Two first angle steel crossbeams (211) be arranged in parallel, every first angle steel crossbeams (211) front end is equipped with vertical the second column (213), vertical first angle steel crossbeams (211) of the second angle steel crossbeams (212) Level is welded between two second columns (213).
- 3. Wind-Pressure Resistance glass stone material solid combined curtain wall as claimed in claim 1, it is characterised in that：The vertical steel skeleton (21) section is the trapezoidal of the interior end opening that nearly glass unit (1) one end is big, remote glass unit (1) one end is small；Second column (213) is one, i.e. the second column (213) and two steel column (4) distributions triangular in shape, second is vertical Heptangle gooseneck (217) is also associated with the inside of post (213), the front end of two first angle steel crossbeams (211) is respectively welded at The left and right ends of heptangle gooseneck (217), the outside of the second column (213) connect the second angle steel crossbeams (212).
- 4. the Wind-Pressure Resistance glass stone material solid combined curtain wall as described in any one of claims 1 to 3, it is characterised in that：Described The rear end of one angle steel crossbeams (211) is welded on steel column (4) by the first corner brace (215), i.e. one end of the first corner brace (215) Face is welded on steel column (4), and other end is welded in the first angle steel crossbeams (211).
- 5. the Wind-Pressure Resistance glass stone material solid combined curtain wall as described in any one of claims 1 to 3, it is characterised in that：The glass Glass unit (1) include glass (11), secondary frame (12), by structure glue be bonded with glass (11) secondary frame (12) be fixed on corresponding to On steel column (4)；The steel column (4) adaptedly coats towards the exposed position in indoor exposed position and secondary frame (12) Aluminum alloy column (7), Aluminum alloy column (7) are fixed on steel column (4) and secondary frame (12) by self-tapping screw；Corresponding vertical steel The indoor location at skeleton (21) place sets the thick plasterboard (9) with Aluminum alloy column (7) flush, and thick plasterboard (9) is with erecting To being provided with heat preservation and soundproof cotton layer (8) between the inner of steel skeleton (21).
- 6. the Wind-Pressure Resistance glass stone material solid combined curtain wall as described in any one of claims 1 to 3, it is characterised in that：The horizontal stroke Include one end to stone material unit (3) and be fixed on horizontal steel skeleton (31) and stone plate (29) in civil engineering (10)；The transverse direction Steel skeleton (31) mounts the framework of stone plate (29) for the alien invasion of protrusion glass unit (1).
- 7. Wind-Pressure Resistance glass stone material solid combined curtain wall as claimed in claim 6, it is characterised in that：The horizontal steel skeleton (31) section is quadrangle, and the horizontal steel skeleton (31) includes inner be connected with civil engineering (10), the protruding soil in outer end First channel-section steel (311) of (10) is built, in addition to welds rectangular the third angle gooseneck (313), fourth angle steel horizontal stroke between each other Beam (314), the 5th angle steel crossbeams (315), the second channel-section steel (312)；The third angle gooseneck (313) is vertically welded on the first channel-section steel (311) one end of nearly civil engineering, the second channel-section steel (312) are vertically welded on one end of the remote civil engineering of the first channel-section steel (311), and fourth angle steel is horizontal Beam (314) is welded on the lower end of the third angle gooseneck (313) and the second channel-section steel (312), and the 5th angle steel crossbeams (315) are welded on The upper end of triangle gooseneck (313) and the second channel-section steel (312)；The third angle gooseneck (313), fourth angle gooseneck (314), The dry-hanging piece for stone (214) no less than two, stone plate (29) are respectively provided with 5th angle steel crossbeams (315), the second channel-section steel (312) It is articulated on dry-hanging piece for stone (214).
- 8. Wind-Pressure Resistance glass stone material solid combined curtain wall as claimed in claim 7, it is characterised in that：The horizontal steel skeleton (31) rectangular cross-section.
- 9. Wind-Pressure Resistance glass stone material solid combined curtain wall as claimed in claim 7, it is characterised in that：The horizontal steel skeleton (31) section for one end civil engineering (10) remote greatly of nearly civil engineering (10) small trapezoidal in one end；The horizontal setting of the fourth angle gooseneck (314), the low setting in the inner high outer end of the 5th angle steel crossbeams (315), mounting Stone plate (29) in the 5th angle steel crossbeams (315) tilts mounting accordingly；Or the inner low outer end highland of the fourth angle gooseneck (314) is set, the inner high outer end of the 5th angle steel crossbeams (315) is low Set, be articulated in fourth angle gooseneck (314), the stone plate (29) in the 5th angle steel crossbeams (315) tilts mounting accordingly.
- 10. Wind-Pressure Resistance glass stone material solid combined curtain wall as claimed in claim 5, it is characterised in that：The glass (11) is 6 (Low-E)+12A+6 hollow tempered glass；The steel column (4) is that 80x60x5mm galvanized steels lead to column, and stone plate (29) is 30mm thickness granite, the width of vertical stone material unit (2) is 500mm, vertical stone material unit (2) outermost end protrusion glass (11) Distance is 600mm, and heat preservation and soundproof cotton layer (8) thickness is 50mm.
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| CN201610556129.XA CN106049728B (en) | 2016-07-15 | 2016-07-15 | A kind of Wind-Pressure Resistance glass stone material solid combined curtain wall |
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| CN201610556129.XA CN106049728B (en) | 2016-07-15 | 2016-07-15 | A kind of Wind-Pressure Resistance glass stone material solid combined curtain wall |
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| CN106049728B true CN106049728B (en) | 2018-04-10 |
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Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106703265B (en) * | 2016-11-18 | 2019-09-20 | 广州建筑装饰集团有限公司 | A kind of stone material, glass mix curtain wall construction method |
| CN106894552A (en) * | 2017-05-04 | 2017-06-27 | 四川盛邦建设股份有限公司 | Curtain skeleton unit, curtain wall unit part and curtain wall construction |
| CN108589990A (en) * | 2018-04-18 | 2018-09-28 | 中兆海山建筑装饰工程有限公司 | A kind of outer curtain wall unit body structure |
| CN109853800B (en) * | 2018-12-28 | 2023-12-08 | 中国建筑第二工程局有限公司 | Assembled low-energy-consumption curtain wall system and construction method thereof |
| CN110965682A (en) * | 2019-12-18 | 2020-04-07 | 北京凌云宏达幕墙工程有限公司 | Combined three-dimensional adjusting curtain wall system and construction method thereof |
| CN111042399A (en) * | 2019-12-24 | 2020-04-21 | 北京江河幕墙系统工程有限公司 | Half-unit overhanging stone modeling and glass curtain wall system with large decorative strips |
| CN111926956A (en) * | 2020-06-22 | 2020-11-13 | 上海宝冶建筑装饰有限公司 | Semitransparent gabion curtain wall |
| CN112324025A (en) * | 2020-10-30 | 2021-02-05 | 广州建筑装饰集团有限公司 | Assembled curtain wall |
| CN113605550A (en) * | 2021-06-30 | 2021-11-05 | 中建材创新科技研究院有限公司 | Composite wall |
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| CN106049728A (en) | 2016-10-26 |
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Address after: 518029 Guangdong Province, Shenzhen Futian Free Trade Zone Guangzhou Landau A total building No. 6 Patentee after: SDCIC CONSTRUCTION GROUP CO.,LTD. Address before: 518029 Guangdong Province, Shenzhen Futian Free Trade Zone Guangzhou Landau A total building No. 6 Patentee before: SHENZHEN SHENZHUANGZONG DECORATION Co.,Ltd. |
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