Inspection and Evaluation of Structural and Function Performance of Façade System for The Crest Sukhumvit 34
by Virote Boonyapinyo; วิโรจน์ บุญญภิญโญ
Inspection and Evaluation of Structural and Function Performance of Façade System for The Crest Sukhumvit 34 | |
การตรวจสอบและประเมิน โครงสร้างและสมรรถนะการใช้งาน ของระบบผนังกระจกโครงการ The Crest Sukhumvit 34 | |
Virote Boonyapinyo
วิโรจน์ บุญญภิญโญ |
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สำนักงานศูนย์วิจัยและให้คำปรึกษาแห่งมหาวิทยาลัยธรรมศาสตร์ | |
2014 | |
Thammasat University Research and Consultancy Institute | |
The purpose of this Performance Test is to verify the design intent of main façade systems to be used in “The Crest Sukhumvit 34” building project. Testing is at Kaskal Façade Testing Centre in 342 Moo 7, Sukhumvit Road Km. 35, Bangpoomai, Muang Samutprakarn, Thailand (10280). The test facility is leased by Tekint Co.,Ltd. as the façade contractor. In order to ensure that tests are conducted in compliance to ASTM standards for testing. Thammasat University Research and Consultancy Institute (TU-RAC) is nominated to supervise and evaluate the tests as the Independent Testing Consultant. The tests were conducted to evaluate water and air tightness and structural performance of the façade specimen in accordance with ASTM standard procedures for testing and also under the similar installation conditions of the actual building façade. The full scale test specimen was constructed in accordance with the approved shop drawings and was tested independently.The test results found that sliding door passed the criteria of the air infiltration test. However, air leakage of fixed frame slightly exceeded the recommendation. Therefore the connection between the transom and mullion should be additionally sealed. It should be noted that the joint between inside glass and fixed frame of test specimen were fully sealed with silicon during the test. The test results also found that sliding door and fixed frame passed the criteria of the water penetration test.
In addition, the defections of mullion, transom, and glass of all test specimens under +/- 2.0 kPa design wind load were less than the allowable values. Therefore, sliding door and fixed frame passed the criteria of the structural performance test. Finally, the results from the structural safety confirmation test (proof load test) for frame and glass components show that no permanent distortions or damages for sliding door and fixed frame were observed. Therefore, sliding door and casement window with fixed frame passed the proof load test for +/- 3.0 kPa. |
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Sukhumvit 34
Inspection and Evaluation Performance |
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บทความ | |
Text | |
application/pdf | |
eng | |
เอกสารฉบับนี้สงวนสิทธิ์โดยสำนักงานศูนย์วิจัยและให้คำปรึกษาแห่งมหาวิทยาลัยธรรมศาสตร์ ห้ามทำซ้ำ คัดลอก หรือนำไปเผยแพร่ตัดต่อโดยมิได้รับอนุญาตเป็นลายลักษณ์อักษร | |
สงวนสิทธิ์ในการเข้าถึงเฉพาะบุคลากรของมหาวิทยาลัยธรรมศาสตร์ | |
https://repository.turac.tu.ac.th/handle/6626133120/67 |
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