
A、 Key Material Performance Data (1-30)
1.Aluminum alloy profiles
Main force profile wall thickness ≥ 3.0mm
Non stress profile wall thickness ≥ 1.4mm
The thickness of the section opening is ≥ 2.5mm
The thickness of the closed part is ≥ 2.0mm
6063-T5 tensile strength ≥ 160MPa
6063-T6 tensile strength ≥ 205Mpa

2.Steel
Q235 tensile strength 375-500MPa
Q345 tensile strength 470-630MPa
Stainless steel bolt A2-70 with tensile strength ≥ 700MPa
High strength bolt grade 8.8 with tensile strength ≥ 800MPa
Hot dip galvanized film thickness on steel surface ≥ 85 μ m
Fluorocarbon spray film thickness ≥ 40 μ m

3.Glass
Single piece glass thickness ≥ 6mm
Hollow glass single piece thickness ≥ 5mm
Laminated glass PVB film thickness ≥ 0.76mm
Glass edge to bolt hole edge distance ≥ 2d (d is the aperture)
Maximum allowable area of glass (6mm tempered): within 3.0 ㎡
Maximum allowable area of glass (8mm tempered): within 4.0 ㎡
Glass deflection limit: short side/60

(This case is a negative example)
4.Sealing material
Silicone structural adhesive bonding thickness 6-12mm
Silicone structural adhesive bonding width ≥ 7mm
Silicone weather resistant adhesive with a minimum thickness of ≥ 3.5mm
Sealing seam width: 6-20mm
The diameter of polyethylene foam rod shall be 20-30% larger than the seam width
B、Design and calculate key data (31-60)
5.Wind load
Basic wind pressure is based on a 50 year return period
Gust coefficient β gz: 1.5-2.2
Wind load shape coefficient μ s: ± 1.5 (main area)
Wind pressure height variation coefficient μ z: 0.62-3.12
Wind load standard value wk=β gz μ s μ zw0
6.Earthquake action
Power amplification factor β E: 5.0
Maximum horizontal seismic impact coefficient: 0.08-0.90
The standard value for vertical seismic action is taken as 65% of the horizontal value
7.Temperature effect
Annual temperature change AT: 80 ° C
Temperature difference for calculating temperature stress of curtain wall: ± 40 ° C
Linear expansion coefficient of aluminum profile: 23x10-6%/° C
Steel linear expansion coefficient: 12x10-6%/° C
Glass linear expansion coefficient: 9x10-6%/° C
8.Deformation control
Deformation performance within the plane of the curtain wall: 1/100-1/300
Column deflection limit: L/180 (L is span)
Beam deflection limit: L/180
Glass deflection limit: a/60 (a is the short side)
C、Key Data Requirements for Construction (61-90)
9.Connection structure
The distance from the center to the edge of the bolt is ≥ 2d
The center distance of bolt holes is ≥ 3d
Self tapping screw connection plate thickness ≥ 1.0mm
Welding seam height ≥ 4mm
Anchor bar diameter of embedded parts ≥ 8mm
Rear anchor bolt buried depth ≥ 5d

10.Inter layer fire prevention
The height of interlayer fireproof sealing is ≥ 800mm
Fireproof rock wool density ≥ 100kg/m ³
Fireproof sealant has a fire resistance limit of ≥ 1h
Supporting plate thickness ≥ 1.5mm

(This case is a negative example)
11.Drainage structure
Drainage hole area ≥ 10m ㎡/piece
The spacing between drainage holes is ≤ 500mm
The spacing between condensate drainage holes is ≤ 1000mm
Minimum drainage slope: 3%
12.Gap control
Glass and groove fitting size:
Open fan gap: 3-5mm
Adhesive seam width tolerance: ± 1.5mm
D、Performance Requirements Key Data (91-108)
13.Air tightness performance
Partial classification: 0.5-4.5m3/(m.h)
)Fixed part classification: 0.01-0.05 m3/(m.h)
14.Water tightness performance
Grading range: 500-3500 Pa
Severe areas with a value ≥ 1000 Pa
Typhoon area value ≥ 2000 Pa
15.Wind pressure resistance performance
Grading range: 1.0-5.0kPa
Safety factor K1=2.0 (glass)
Safety factor K2=1.8 (profile)
Safety factor K3=2.15 (connection)
16.Thermal performance
Heat transfer coefficient K value: 1.0-5.0W/(m2. K)
Sunshade coefficient SC: 0.2-0.9
Visible light transmittance: 0.2-0.8
17.Sound insulation performance
Air sound insulation: 25-45dB
Requirements for traffic arteries: ≥ 30dB
18.Seismic performance
Inter story displacement angle of curtain wall:
E、 Key data for inspection and acceptance (summary of 108 items)
19.On site inspection
On site water pouring test: water volume 4L/(m2. min)
Duration: 5 minutes
Spray distance: 300-500mm
20.Material retesting
Sampling ratio of aluminum profiles: 1% and ≥ 5 pieces
Steel sampling ratio: 3% and ≥ 5 pieces
Structural adhesive bonding test:>0.6Mpa
Contamination of sealant: No pollution
21.Installation deviation
Verticality of curtain wall: ≤ 10mm when H ≤ 30m
Verticality of curtain wall: ≤ 15mm when H>30m
Horizontal degree of curtain wall: ≤ 3mm
Seam straightness: ≤ 2.5mm
Seam height difference: ≤ 1mm
Seam width deviation: ± 1mm
22.Construction of structural adhesive
Two component homogeneity: Butterfly test
Breaking time: 20-60 minutes
Maintenance environment: temperature 18-28 ° C
Relative humidity: 65-75%
Maintenance time: Single component ≥ 14 days
Maintenance time: two-component ≥ 7 days
23.Lightning protection structure
Equal pressure ring spacing: ≤ 12m
Connecting steel bar diameter: ≥ 12mm
Transition resistance: ≤ 0.20 Ω

24.Durability period
Structural adhesive weather resistance: ≥ 25 years
Corrosion resistance of metal coating:>15 years
Hardware service life: ≥ 20000 times
25.Safety factor
Glass safety factor: 2.0
Safety factor of structural adhesive: 4.0
Anchor safety factor: 3.0
26.Other key points
Glass edge treatment: precision grinding or chamfering
Minimum installation temperature: 5 ° C
Maximum installation humidity: 80%
Fastener anti loosening measures: must be set up
Heterogeneous metal contact: must be insulated
Detachable design requirement: easy to replace
Maintain channel settings: Each layer settings
Important note: The above data is compiled based on GB/T21086 "Building Curtain Walls" and related specifications. In actual engineering, adjustments and applications need to be made according to specific designs, local regulations, and the actual situation of the project. It is recommended that curtain wall practitioners must follow the latest version of specifications, standards, and design documents.