Advances in Civil Engineering / 2019 / Article / Tab 3 / Research Article
Visualization of Component Status Information of Prefabricated Concrete Building Based on Building Information Modeling and Radio Frequency Identification: A Case Study in China Table 3 Partial prefabricated component information read.
Component name Type Manufacturer Factory time Component ID Rectangular column 300 200 mm UB 2017/9/1 245582 300 200 mm UB 2017/9/1 245782 300 200 mm UB 2017/9/1 246735 300 200 mm UB 2017/9/1 245771 300 200 mm UB 2017/9/1 246207 250 250 mm UB 2017/9/8 245275 250 250 mm UB 2017/9/8 245168 Structural column 350 350 mm UB 2017/9/28 242943 350 350 mm UB 2017/9/28 242817 250 450 mm UB 2017/9/28 240388 250 450 mm UB 2017/9/28 240627 Rectangular beam 200 400 mm UB 2017/9/28 230382 200 400 mm UB 2017/9/28 303622 ⋮ ⋮ ⋮ ⋮ ⋮ RFID ID Floor location Detection time Temperature (°C) Humidity (%) 5300000000005501 3F 2018/8/10 16:20 33.2 58 4600000000004070 3F 2018/8/10 16:20 33.5 58 5300000000005067 3F 2018/8/10 16:20 32.8 58 4600000000004607 3F 2018/8/10 16:20 31.4 58 4600000000004062 3F 2018/8/10 16:20 34.2 58 4600000000004069 2F 2018/8/15 9:10 27.6 62 4600000000004068 2F 2018/8/15 9:10 28.7 62 4600000000004063 1F 2018/8/20 10:30 25.6 55 5300000000005500 1F 2018/8/20 10:30 24.7 55 5300000000004064 −1F 2018/8/25 14:25 22.3 57 5300000000005503 −1F 2018/8/25 14:25 22.6 57 4600000000004065 1F 2018/8/30 15:00 25.3 63 5300000000005509 1F 2018/8/30 15:00 24.9 63 ⋮ ⋮ ⋮ ⋮ ⋮