CN206015990U - 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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- CN206015990U CN206015990U CN201620744164.XU CN201620744164U CN206015990U CN 206015990 U CN206015990 U CN 206015990U CN 201620744164 U CN201620744164 U CN 201620744164U CN 206015990 U CN206015990 U CN 206015990U
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Abstract
The utility model 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；Vertical stone material unit is arranged between laterally adjacent two glass units with protruding glass unit, and vertical stone material unit is fixed on same steel column with the abutting end of glass unit；Laterally stone material unit is arranged between longitudinally adjacent two glass units with protruding glass unit；Vertical stone material unit, horizontal stone material unit protrude the surface of 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, light pollution is reduced；Group is open into stone material unit, the critical piece of vertical stone material unit and adopts environment-friendly materials, and in-site installation is fast, improves work efficiency, reduces loss, improves quality, reduces integrated cost.
Description
Technical field
The utility model is related 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 becomes and entirely build
The organic component that builds.At present, overall hidden frame, half hidden frame or bright frame glass are installed in the outer surface of building generally
Curtain wall increases the attractive in appearance etc. of building, however, the energy of the anti-positive wine pressure load of the big unit glass curtain wall of this generally same facade
Power is weaker, and soundproof effect has processing quality handle to be strengthened, especially for the multiple region of typhoon, to high-rise anti-positive wine pressure load
Control difficulty is very big, how to reduce the anti-positive wine pressure parameters of loading of glass curtain wall by new structural design and ensures the peace of curtain wall
Become full the technological difficulties of Curtain Wall Design；And current combined curtain wall design, basic or glass and stone plate or glass and pottery
In same facade structures, these are also all difficult to the ant wind load for solving the problems, such as glass curtain wall to native plate；In addition, existing glass curtain wall
Big unit glass can be launched under light illumination, form light radiation, the light of reflection is impinged upon in the eyes of the people of periphery easily
Dizziness is made one, health of people and traffic safety is affected, therefore, the light pollution for how reducing glass curtain wall is also to need solved to ask
Topic.
Utility model content
Technical problem to be solved in the utility model be to provide a kind of ant wind load performance good, elegant in appearance, reduce light
Pollution, Wind-Pressure Resistance glass stone material solid combined curtain wall easy for installation.
For solving above-mentioned technical problem, the utility model is employed the following technical solutions：
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；The vertical stone material unit is arranged between laterally adjacent two glass units with protruding glass unit,
Vertical stone material unit is fixed on same steel column with the abutting end of glass unit；Laterally stone material unit protrudes glass unit ground
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 is protruded, the vertical steel skeleton is the framework that alien invasion mounts stone plate；
The vertical steel skeleton includes the second column of protrusion glass unit, two first be connected between the second column and steel column
Angle steel crossbeams, the rear end per the first angle steel crossbeams described in root are welded on corresponding steel column by the first corner brace, 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,
It is respectively provided with second angle steel crossbeams more than or equal to two dry-hanging piece for stone, 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
Arrange, the second vertical column, vertical first angle steel crossbeams of the second angle steel crossbeams are equipped with per the front end of the first angle steel crossbeams of root
Between ground level welding 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 little
Be open is trapezoidal；Second column is one, i.e. the second column and the distribution triangular in shape of two steel columns, the second column 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 that glass, secondary frame, the secondary frame for being bonded with glass by structure glue are fixed on
On corresponding steel column；The steel column adaptedly coats aluminium conjunction towards the exposed position of 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, between plasterboard and the inner of vertical steel skeleton, is provided with heat preservation and soundproof cotton
Layer.
The horizontal stone material unit includes that one end is fixed on horizontal steel skeleton and stone plate in civil engineering；The horizontal steel
Skeleton is the framework that the alien invasion of protrusion glass unit mounts stone plate.
The section of the horizontal steel skeleton be quadrangle, the horizontal steel skeleton include the inner be connected with civil engineering, outer end
First channel-section steel of protruding civil engineering, also include welding each other rectangular the third angle gooseneck, fourth angle gooseneck,
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 is vertically welded
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, 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, and stone plate is articulated on dry-hanging piece for stone.
The rectangular cross-section of the horizontal steel skeleton.
The horizontal steel skeleton section is little trapezoidal in one end of the big remote civil engineering in one end of nearly civil engineering；
The setting of the fourth angle gooseneck level, 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 inclines mounting accordingly；
Or the inner low outer end highland of the fourth angle gooseneck is arranged, the low setting in the inner high outer end of the 5th angle steel crossbeams,
The stone plate being articulated in fourth angle gooseneck, the 5th angle steel crossbeams inclines mounting accordingly.
Most preferably, hollow tempered glass of the glass for 6 (Low-E)+12A+6；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
It is 600mm that the distance of glass is protruded at end, and the heat preservation and soundproof cotton layer thickness is 50mm.
Compared with prior art, the utility model has the advantages that：
1, the vertical stone material unit and horizontal stone material unit protrude glass unit surface, are carried in glass by originally overall
On typhoon be divided into some pieces, while formed between vertical stone material unit, horizontal stone material unit receive the less wind sheltering area of wind-force,
Single sheet greatly reduces the wind load on single sheet in wind sheltering area, the ability with outstanding opposing typhoon.
2, the horizontal stone material unit, vertical stone material unit are the hollow-core construction that alien invasion mounts stone plate, environmental protection section
About, install convenient, is conducive to persistently conserving for a long time.
3, the wind sheltering area formed between stone material unit, can effectively by the major part of the reflected light of glass perpendicular to cladding glass
Blocked, reduce radiation of the launching light to periphery crowd, reduce the light pollution of cladding glass.
4, group is open into the critical piece of stone material unit, vertical stone material unit using the environmental protection 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, reduce technology, product, management handing-over difficulty, time-consuming, improve work efficiency, reduce loss, improve quality, drop
Low integrated cost.
Description of the drawings
Fig. 1 is 1 Wind-Pressure Resistance glass stone material of embodiment solid combined curtain wall front view
Fig. 2 is the cross-sectional schematic in Fig. 1 at A-A
Fig. 3 is the cross-sectional schematic in Fig. 1 at B-B
Fig. 4 is that vertical steel skeleton section is trapezoidal schematic diagram in embodiment 1
Fig. 5 is 2 Wind-Pressure Resistance glass stone material of embodiment solid combined curtain wall front view
Fig. 6 is the cross-sectional schematic in Fig. 5 at C-C
Specific embodiment
With reference to the accompanying drawings and detailed description the utility model is explained in further detail.
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 for arranging according to design, vertical stone material unit 2 is arranged at horizontal phase
Between adjacent two glass units 1, vertical stone material unit 2 is fixed on same steel column 4 with the abutting end of glass unit 1；Horizontal
Be arranged between longitudinally adjacent two glass units 1 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 vertical steel skeleton 21 being correspondingly connected between two neighboring steel column 4 and
Stone plate 29,21 outwardly glass unit 1 of vertical steel skeleton, its are the frame structure for mounting stone plate 29 on alien invasion；
The vertical steel skeleton 21 includes the second column 213 of outwardly glass unit 1, also includes two first angle steel crossbeams 211,
Rear end per the first angle steel crossbeams of root 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；It is respectively provided with more than or equal to two dry-hanging piece for stone 214, stone plate in 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, in the first angle steel crossbeams 211, the second angle steel crossbeams 212, the quantity of dry-hanging piece for stone 214 can be set as needed
It is set to 2,3,4,5 ... N number of.In vertical stone material unit 2, adjacent stone plate 29 fills the foam rods of a diameter of 12mm, and fills
Silicone weather resistant glue.
The glass unit 1 includes that glass 11, secondary frame 12, glass 11 are bonded on secondary frame 12 by structure glue, secondary frame 12
It is fixed on corresponding steel column 4 by prior art conventional means.Secondary frame 12 is filled out with the adjacent contact of stone plate 29 gap
The foam rods of a diameter of 12mm are filled, and fills silicone weather resistant glue.
In order to whole structure attractive in appearance, in steel column 4 towards indoor exposed position and secondary frame 12 towards indoor exposed
Position adaptedly coats the inner surface of one end laminating glass 11 of Aluminum alloy column 7, i.e. Aluminum alloy column 7,7 shape of Aluminum alloy column
The semi-surrounding of steel column 4, obtains aluminium Baogang column elegant in appearance in pairs, and Aluminum alloy column 7 is solid 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 arranges 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 the sound-insulating effect of interior.
Laterally stone material unit 3 includes that one end is fixed on the horizontal steel skeleton 31 in civil engineering 10 and stone plate 29.The horizontal stroke
To the framework that the alien invasion that steel skeleton 31 is protrusion glass unit 1 mounts stone plate 29.
As shown in figure 3, the section of the horizontal steel skeleton 31 is the frame structure of quadrangle, the horizontal steel skeleton 31 is wrapped
Include the inner be connected with civil engineering 10, outer end is encorbelmented and stretches out the first channel-section steel 311 of civil engineering 10, also include welding quadrangularly each other
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
One end of first channel-section steel 311 nearly civil engineering is vertically welded on, and the second channel-section steel 312 is 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 third angle gooseneck 313 and the second channel-section steel 312, and the 5th angle steel crossbeams 315 are welded
It is connected on the upper end of the third angle 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 is respectively provided with five angle steel crossbeams 315, the second channel-section steel 312, and the back of stone plate 29 is provided with
The mount hole of adaptation dry-hanging piece for stone 214, stone plate 29 are articulated on dry-hanging piece for stone 214 by mount hole, and the third angle steel is horizontal
On beam 313, fourth angle gooseneck 314, the 5th angle steel crossbeams 315, the second channel-section steel 312, the number of dry-hanging piece for stone 214 is according to need
It is set to 2,3,4,5 ... N number of.Laterally in stone material unit 3, adjacent stone plate 29 fills the foam rods of a diameter of 12mm, and
Filling silicone weather resistant glue.
The section of the horizontal steel skeleton 31 is preferably rectangular；As shown in figure 4, the shape in 31 section of horizontal steel skeleton
Can also according to design need corresponding arrange, one end of the big remote civil engineering 10 in one end for nearly civil engineering 10 can be arranged as required to
Little is trapezoidal, for example, the setting of 314 level of fourth angle gooseneck, 315 inner high outer end of the 5th angle steel crossbeams is low to be set
Put, the stone plate 29 being articulated in the 5th angle steel crossbeams 315 is corresponding to incline mounting, is more beneficial for rainwater and flows down, it is to avoid ponding.
The horizontal steel skeleton 31 it can also be provided that the shape of the little isosceles trapezoid in one end of the big remote civil engineering 10 in one end of nearly civil engineering 10,
The inner low outer end highland of i.e. described fourth angle gooseneck 314 is arranged, and the low setting in 315 inner high outer end of the 5th angle steel crossbeams is hung
The corresponding inclination of stone plate 29 being connected in fourth angle gooseneck 314, the 5th angle steel crossbeams 315 mounts.
The glass curtain wall of same facade in compared to existing technology, vertical stone material unit 2, horizontal stone material unit 3 protrude glass
The surface of unit 1, the typhoon being integrally carried on curtain wall are divided into some pieces, while vertical stone material unit 2, horizontal stone material list
Formed by the less wind sheltering area of wind-force between unit 3, greatly reduce the wind load on single sheet 11, with 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 effectively by glass perpendicular to cladding glass
The major part of the reflected light of glass is blocked, and reduces radiation of the launching light to periphery crowd, and the light for reducing cladding glass is dirty
Dye；Group is open into the critical piece of stone material unit 3, vertical stone material unit 2 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, reduces technology, product, management handing-over difficulty, time-consuming, improves work efficiency, reduces loss, improve quality, reduces comprehensive
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 be arranged in parallel, are equipped with per the front end of the first angle steel crossbeams of root 211
The second vertical column 213, the 211 ground level welding of the second 212 vertical first angle steel crossbeams of 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, between two the second columns 213, transverse horizontal face is welded with the second angle steel
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 be nearly glass unit 1 that one end is big, 1 one end of remote glass unit is little is trapezoidal, i.e. institute
It is one to state the second column 213, and the inner side of the second column 213 is also associated with heptangle gooseneck 217, outside the second column 213
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 two 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
Gooseneck 217, the outside of the second column 213 weld the second angle steel crossbeams 212, and two first angle steel crossbeams 211 pass through
First corner brace 215 is welded on corresponding steel column 4 that (i.e. the end face of the first corner brace 215 is welded on steel column 4, another
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 an interior end opening.
Preferably, hollow tempered glass of the glass 11 for 6 (Low-E)+12A+6；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 vertical 2 outermost end of stone material unit protrusion glass 11
For 600mm, 8 thickness of heat preservation and soundproof cotton layer is 50mm.
Claims (10)
1. a kind of 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)；Described vertical stone material unit (2) are arranged with protruding glass unit (1)
Between laterally adjacent two glass units (1), vertical stone material unit (2) are fixed on same with the abutting end of glass unit (1)
On root steel column (4)；Laterally stone material unit (3) be arranged at protruding glass unit (1) longitudinally adjacent two glass units (1) it
Between；
Described vertical stone material unit (2) include being connected between two neighboring steel column (4), protrude the vertical of glass unit (1)
Steel skeleton (21) and stone plate (29), described vertical steel skeleton (21) are the framework that alien invasion mounts stone plate (29)；
Described vertical steel skeleton (21) include protrude glass unit (1) the second column (213), two be connected to the second column
(213) the first angle steel crossbeams (211) and between steel column (4), the rear end per the first angle steel crossbeams (211) described in root is by the
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
It is respectively provided with beam (212) more than or equal to two dry-hanging piece for stone (214), stone plate (29) is articulated in dry-hanging piece for stone (214)
On.
2. Wind-Pressure Resistance glass stone material as claimed in claim 1 solid combined curtain wall, 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, per the first angle steel crossbeams of root
(211) front end is equipped with vertical the second column (213), the second angle steel crossbeams (212) vertical first angle steel crossbeams (211)
Between level welding and two second columns (213).
3. Wind-Pressure Resistance glass stone material as claimed in claim 1 solid combined curtain wall, 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 little；
Described second column (213) are one, i.e. the second column (213) and the distribution triangular in shape of two steel columns (4), and second stands
Heptangle gooseneck (217) is also associated with the inside of post (213), and the front end of two first angle steel crossbeams (211) is respectively welded at
The left and right two ends of heptangle gooseneck (217), the outside of the second column (213) connect the second angle steel crossbeams (212).
4. the three-dimensional combined curtain wall of Wind-Pressure Resistance glass stone material 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 three-dimensional combined curtain wall of Wind-Pressure Resistance glass stone material as described in any one of claims 1 to 3, it is characterised in that：The glass
Glass unit (1) includes glass (11), secondary frame (12), and the secondary frame (12) for being bonded with glass (11) by structure glue is fixed on corresponding
On steel column (4)；Described steel column (4) are adaptedly coated towards the exposed position of 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 arranges the thick plasterboard (9) with Aluminum alloy column (7) flush, thick plasterboard (9) with erect
To being provided with heat preservation and soundproof cotton layer (8) between the inner of steel skeleton (21).
6. the three-dimensional combined curtain wall of Wind-Pressure Resistance glass stone material as described in any one of claims 1 to 3, it is characterised in that：The horizontal stroke
The horizontal steel skeleton (31) in civil engineering (10) and stone plate (29) is fixed on to stone material unit (3) including one end；Described horizontal
Steel skeleton (31) is the framework that the alien invasion of protrusion glass unit (1) mounts stone plate (29).
7. Wind-Pressure Resistance glass stone material as claimed in claim 6 solid combined curtain wall, it is characterised in that：The horizontal steel skeleton
(31) section is quadrangle, and described horizontal steel skeleton (31) include the inner is connected, the protruding soil in outer end with civil engineering (10)
First channel-section steel (311) of (10) is built, also includes welding rectangular the third angle gooseneck (313), fourth angle steel horizontal stroke 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
Triangle gooseneck (313) and the upper end of 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) is 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 as claimed in claim 7 solid combined curtain wall, it is characterised in that：The horizontal steel skeleton
(31) rectangular cross-section.
9. Wind-Pressure Resistance glass stone material as claimed in claim 7 solid combined curtain wall, it is characterised in that：The horizontal steel skeleton
(31) one end little trapezoidal of the section for the big remote civil engineering (10) in one end of nearly civil engineering (10)；
The setting of fourth angle gooseneck (314) level, 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) inclines mounting accordingly；
Or fourth angle gooseneck (314) inner low outer end highland is arranged, the inner high outer end of the 5th angle steel crossbeams (315) is low
Arrange, the stone plate (29) being articulated in fourth angle gooseneck (314), the 5th angle steel crossbeams (315) inclines mounting accordingly.
10. Wind-Pressure Resistance glass stone material as claimed in claim 5 solid combined curtain wall, it is characterised in that：Described glass (11) are 6
(Low-E) hollow tempered glass of+12A+6；Described steel column (4) are 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620744164.XU CN206015990U (en) | 2016-07-15 | 2016-07-15 | A kind of Wind-Pressure Resistance glass stone material solid combined curtain wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620744164.XU CN206015990U (en) | 2016-07-15 | 2016-07-15 | A kind of Wind-Pressure Resistance glass stone material solid combined curtain wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206015990U true CN206015990U (en) | 2017-03-15 |
Family
ID=58244401
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620744164.XU Withdrawn - After Issue CN206015990U (en) | 2016-07-15 | 2016-07-15 | A kind of Wind-Pressure Resistance glass stone material solid combined curtain wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206015990U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049728A (en) * | 2016-07-15 | 2016-10-26 | 深圳市深装总装饰股份有限公司 | Wind-pressure-resisting glass-stone stereoscopic combined curtain wall |
-
2016
- 2016-07-15 CN CN201620744164.XU patent/CN206015990U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049728A (en) * | 2016-07-15 | 2016-10-26 | 深圳市深装总装饰股份有限公司 | Wind-pressure-resisting glass-stone stereoscopic combined curtain wall |
| CN106049728B (en) * | 2016-07-15 | 2018-04-10 | 深圳市深装总装饰股份有限公司 | A kind of Wind-Pressure Resistance glass stone material solid combined curtain wall |
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Granted publication date: 20170315 Effective date of abandoning: 20180410 |