Category: Technical insights

  • Phân tích giải pháp mặt dựng Unitized tối ưu tiến độ & kháng bão cho cao ốc ven biển

    Analysis of Unitized façade solutions that optimise schedule & storm resistance for coastal towers

    Assessing mechanical performance, reducing installation risk at height and thermal expansion joint techniques applied on modern high-rise towers.

  • Phân tích Giải pháp Cân bằng Áp suất (Pressure Equalized) & Ngăn thẩm thấu Nước mưa trên Mặt dựng Unitized

    Analysis of Pressure-Equalized Solutions & Rainwater Penetration Prevention on Unitized Façades

    Pressure Equalization Chamber – PEC

    In the envelopes of skyscrapers, rainwater leakage does not simply come from open cracks; it is the inevitable result of fluid dynamics when three conditions are present together: (1) Surface water, (2) Gaps in the material, and (3) A driving force (the pressure difference between outside and inside the building).

    Traditional face-sealed silicone systems (Barrier Wall Systems) often deteriorate quickly after 3 – 5 years due to UV, wind vibration and thermal expansion. That is why the CPM Unitized façade fully applies the principle of Rainscreen & Pressure-Equalized.

    Formula for eliminating the penetration force:

    ΔP = Poutside (dynamic wind) – Pbuffer cavity (PEC) → 0 (Pa)

    When the air pressure inside the cavity (PEC) instantly equals the gusting wind pressure outside the glass, the driving pressure difference ΔP becomes 0. Rainwater on the aluminium ledges loses the energy to travel further inside and falls freely into the drainage channel.

    3 Core Water-Stopping Factors on a Unitized Panel

    REAL-WORLD MALE – FEMALE UNITIZED MULLION ASSEMBLY
    Figure 2: Corner section of the interlocking split mullion with vulcanised EPDM gasket grooves at the CPM factory. ACCURACY: ±0.5 MM

    At the junction between the male and female mullions, CPM uses a self-interlocking press connection with no exposed screws. This completely eliminates the risk of tearing the waterproof membrane when the building undergoes story drift under level-7 seismic loads.

    Mock-up Test Values

    The results below are taken from independent test report no. KĐ-CPM/2025/HN certified by the International Testing Centre:

    Test itemReference standardPressure / LoadActual resultStatus
    Air infiltrationASTM E283 / TCVN 9259300 Pa (50 Pa test base)0.05 m³/h·m²EXCEEDS STANDARD
    Static water penetrationASTM E331720 Pa (15 minutes continuous)0.00 ml (no water leakage)100% PASS
    Dynamic water penetrationAAMA 501.1 (jet propeller)1,000 Pa (simulated gusts)0.00 ml (no water in inner cavity)EXCELLENT
    Structural frame loadASTM E330+3,600 Pa / -3,600 PaDeflection L/210 (< L/175 max)SAFE
    Seismic driftAAMA 501.4Horizontal displacement ±35 mmNo glass breakage, returns to positionCOMPLIANT
    * Tested in a 120m³ pressure chamber with 9 interconnected panels.Download the full lab report (PDF)open_in_new
  • Mô phỏng cân bằng áp suất & ngăn thẩm thấu nước mưa gió bão cấp 15

    Simulating pressure equalisation & rainwater penetration prevention in level-15 storms

    Applying the pressure-equalised rainscreen principle for absolute leak-proofing.

  • Kiểm soát bức xạ nhiệt & hiệu ứng đảo nhiệt bằng kính hộp Double Low-E cản nhiệt

    Controlling heat radiation & the urban heat island effect with Double Low-E insulated glass

    Analysis of a 0.9 W/m²K U-value that reduces HVAC energy consumption by 28%.

  • Thử nghiệm Mock-up buồng gió động học ASTM E330 & E331 tại phòng Lab quốc tế

    Mock-up testing in an ASTM E330 & E331 dynamic wind chamber at an international lab

    Assessing structural deformation under static wind pressure and testing dynamic water pressure.

  • So sánh bài toán kinh tế vòng đời bảo trì giữa hệ mặt dựng Unitized và Semi-Unitized

    Comparing the life-cycle maintenance economics of Unitized and Semi-Unitized façade systems

    Analysing initial CapEx against maintenance OpEx over a 25-year cycle for a Grade-A commercial building.