栈桥支架
除尘器支
架
受煤坑
a1a2xa
ya
20.49.820.68.2ab195.5204.3a1
a2
xa
ya
1419.538.6.312.319.7ab195.515.55.519
5.5
xa
ya
28.518.412.48.3ab312.228.3
9.2
b1b2xb
yb
26.5162311
h2.41.9b1
b2xb
yb
10.519121.7217.12
h2.41.852.4
xb
yb
38.328.422.418.6
h2.43
s1xa*xb540.73.8
s1xa*xb147463.2119.556
xa*xb1091.55277.76
s2
ya*yb
156.0.2
s2
ya*yb
370.5833.4337.2
ya*yb
522.56154.38
hV
1/3h(s1+s2×√s1×s2)
H
5.401779.385.55
1425.85
v250.80163.403619.43
h
VH
1/3h(s1+s2×√s1×s2)
3.80951.113.702365.433.70
811.07v250.80157.71250.804536.12H
1/3h(s1+s2×√s1×s2)
4.803790.972.70
575.29v163.68781.085311.03
基坑1基坑2坡道1坡道2合计
基坑1基坑2坡道1坡道2合计
基坑1基坑2坡道1暗道合计
