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Corrosion Protection Processes and Quality Control for Steel Structures

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 Corrosion Protection Process for Steel Structures Corrosion protection processes for steel structures are essential for ensuring that steel structures remain in good condition over the long term. This article provides a detailed overview of the various steps involved in these processes, including surface preparation, priming, coating application, quality control, and final inspection and acceptance. Surface treatment Surface preparation is the first step in the corrosion protection process. Its primary purpose is to remove dirt, grease, rust, and other contaminants from the surface of steel structures to improve coating adhesion and corrosion protection. Surface preparation includes the following steps: Cleaning: Removing grease, dirt, and dust from the surface of steel structures using solvents or detergents. Degreasing: Removing grease and wax-like substances with an alkaline degreaser to improve coating adhesion. Rust Removal: Removing rust and other corrosion products from the...

What are the options for building a mosque for 5,000 people in Saudi Arabia?

 

I. Design codes and loading requirements

💖1. Saudi Building Code (SBC 301) Core Parameters

Seismic design: according to Class II site category, seismic acceleration of 0.25g, seismic force calculation using the equivalent lateral force method, the main structure displacement angle limit of 1/200.

Wind load: basic wind pressure is 0.75kN/m² (100-year return period), equivalent wind pressure is 1.2kN/m² after considering height coefficient, local wind suction coefficient is 1.5.

Snow load: reference to the historical data of Mecca area, the additional roof load is calculated as 0.5kN/m².

💖2. Functional space indicators

1.5000 people worship space needs main hall net area 3500m² (calculated at 0.7m²/person).

2.suggests a 45m x 80m rectangular plan, with a central dome 30m in diameter, flanked by wavy vaults.

II. Specialised disaster-resistant design 

    💖1. Wind-resistant design

1. Installation of deflector plate (angle 25°) in the gable to reduce vortex vibration.

        2. Experimentally verified by Xuzhou Sufang Wind Tunnel: the wind pressure                  coefficient is reduced by 37% when the wind angle is 45°.


💖2. Seismic construction

1. Adopt double lateral force-resisting system: central dome as rigid frame + peripheral arch as articulated support

2. Viscous dampers (damping coefficient C=2500kN-s/m) are set up at 1/4 of the span.

III.Recommended technology mix programmes

💖body structure:Single-layer mesh shell + space truss arch on both sides
هيكل الجسم: غلاف شبكي أحادي الطبقة + قوس دعامة فراغي على كلا الجانبين

💖protective structure:Aluminium-magnesium-manganese panels with vertical locking edges + photovoltaic
هيكل واقي: ألواح من الألومنيوم والمغنيسيوم والمنغنيز مع حواف قفل عمودية + خلايا كهروضوئية

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