南宁干变温控仪LD-B10-10DP-S2报告TH-GFS370-150
TMAX=44.9℃。3)、混凝土表面温度:Tb=Tq+4h(H-h)△T/H2Tq为环境温度取5℃,△T=TMAX-Tq=39.9℃,H=2.57m,h=0.07m。故Tb=9.2℃。4)、混凝土内表温差:△Tc=TMAX-Tb=44.9-9.2=35.7℃>25℃显然混凝土内表温差**过规定要求值,若不采取措施,将必然会产生表面裂缝。
UAPF-L4-200-0.4TDS(ZB)-G23FZ/7SL-15.15G
VST500-100/2-B-MYKDR0.25-40-3Y
C14450746-20.7-280-3
SMC-KMBYKDR-0.45-30-3
FRSCR480-200/7%SMLCF480/30-P7
MVG40-P7-300NAD-868SG/480-30-P7
JXC9-DR-0.48-20-3DMS-8CKZ
NWC1-0.45-30-3LJKWRFST-ZNS/450(S)-10
XTMJ0.48-25-3YC1-125R
ARS-UCMB1-50/7QYKDR-0.45-30-3/T
WET-ICS/450-10KBR-GM-14B30/C
ELECON-HPD2000AM-200AXHDR-30/480BSMJ-250V-10
KZKG-15CJ-ZNS-450-20.10
YKDR0.45-25-3TODI700-SG/480-20
IRPC-CTSZ/480-30P7UN-BM6-120-20
FST-ZJ/450-20-7%EPF-300-400-3/4DN-MFT440/25/R7
EGA-480-13.8-3HPD70E-1-180-480-7%
TDS(GL)-A7-25/480CHIC-LD-40S
ISTDN350/260-5-400-7%SYICD-APF0.4/200-3 P4L-A
BSMJ0.45-38-3
佳木斯干式变压器智能温度控制器LX-BW10-220E报告GFD850-90