1、悬臂挡墙04J008标准图（84页）(填料内磨擦角30。基底磨擦系数0.4，均布荷载10kpa.基底最大压力150kpa)选用号 XJA2 XJA3 XJA4 XJA4+ XJA5 XJA5+ XJA6墙高H 2000 3000 4000 4500 5000 5500 6000截面尺寸h1 1580 2470 3290 3710 4120 4530 4930hn 250 370 490 550 640 700 770b1 360 610 890 1010 1180 1310 1440b2 250 280 400 440 480 530 590b3 620 960 1160 1310 1530
2、1670 1810S 0 0 400 430 450 470 500n 0.2 0.2 0.2 0.2 0.2 0.2 0.2砼量 m3 0.63 1.02 1.87 2.26 2.73 3.24 3.78钢筋kg612 612 612 612 712 712 71213.693 20.119 27.386 30.732 34.291 37.754 41.281514 616 716 718 720 7226.191 16.233 31.565 39.612 59.784 74.190612 612 612 612 712 712 7125.754 7.566 8.631 9.431 12.3
3、70 13.240 16.126212 212 212 214 2142.131 2.264 2.460 3.876 4.063612 612 712 712 7127.490 7.716 9.178 10.690 9.6178200 8200 10200 10200 10200 12200 1220011.890 17.854 36.650 41.154 46.337 73.171 79.6548200 8200 10200 10200 10200 12200 122004.019 5.931 12.335 13.829 15.220 24.176 26.2768200 8200 10200
4、 10200 10200 12200 122002.944 4.316 8.903 9.974 11.465 18.213 19.8608200 8200 10200 10200 10200 12200 122001.542 2.151 4.802 5.345 6.057 9.719 10.647、118400-5000.949 1.382 2.255 2.686 3.125 3.696 4.355钢筋kg8 21.345 31.633 2.255 2.686 3.125 3.696 4.35510 0 64.945 72.988 82.20412 125.279 136.43712 19.4
5、47 33.875 61.871 81.708 97.910 65.560 71.08814 6.191 3.876 4.06316 16.233 31.565 74.19018 39.61220 59.78422 74.190各段钢筋合计 40.792 71.700 145.304 188.947 222.852 258.195 364.324每段总量 0431.777634375.822354035.52071 0 0 0反滤层:砂石层 m3 0.234 0.501 0.747 0.873 0.996 1.119 1.239反滤层:土工布 m2 1.38 2.27 3.09 3.51 3.
6、92 4.33 4.73透水性填料 m3 1.15 2.60 4.62 5.84 7.21 8.73 10.39PVC管1002500梅花形布置0.5m/个伸缩缝：填沥青麻丝每25米设一道 m/道 4.25 6.28 8.4 9.44 10.48 11.53 12.59XJA7 XJA87000 80006056 6770508 6301200 1430640 7002200 2450500 5000.2 0.2618 61846.588 52.321722 72287.861 97.217616 61618.897 20.673514 5144.582 4.9151016 10169.617
7、 9.61712200 1220091.428 102.56412200 1220032.440 36.72812200 1220020.619 23.31212200 122009.719 11.1365.769 7.4285.769 7.428154.207 173.7394.582 4.91587.861 97.217252.418 283.2992301.79747 16870.1936 28015.1121.5768 1.7918400-5005.856 6.5714.14 18.4614.64 16.7俯斜式挡墙04J008标准图（56页）挡墙(填料内磨擦角30。基底磨擦系数0.3
8、，均布荷载30kpa.基底最大压力150kpa)选用号 FJB2 FJB3 FJB4 FJB5 FJB6 FJB7 FJB8墙高H 2000 3000 4000 5000 6000 7000 8000挡墙截面尺寸hj 400 450 500 550 600 650 700hn 360 440 510 640 720 800 880b 1180 1330 1490 1870 2050 2230 2410bj 250 280 310 340 370 400 430Bd 1810 2190 2570 3180 3590 3990 4400m2 0.15 0.15 0.15 0.15 0.15 0.1
9、5 0.15n 0.2 0.2 0.2 0.2 0.2 0.2 0.2挡墙体积 m3 2.62 4.65 7.21 11.23 15.09 19.48 24.41反滤层:砂石层 m3 0.36 0.66 0.96 1.26 1.56 1.86 2.16反滤层:土工布 m2 1.2 2.2 3.2 4.2 5.2 6.2 7.2透水性填料 m3 1.15 2.60 4.62 7.21 10.39 14.14 18.46PVC管1002500梅花形布置 0.5m/个伸缩缝：填沥青麻丝每25米设一道 m/道 5.18 7.33 9.49 11.87 14.05 16.23 18.41扩展基础扩展基础
10、hd 630 770 900 1020 1140hc 440 490 530 560 600bc 3140 3870 4480 5090 5700pk 63 79 92 105 117体积C25砼 m3 1.68 2.25 2.74 3.22 3.78C10砼垫层 m3 0.341 0.415 0.477 0.540 0.602钢筋kg812 714 714 716 7186.25 8.73 10.67 16.59 24.2282001.74 2.03 2.49 2.96 3.42212 1.78 1.78 1.78 1.78 1.78钢筋kg8 1.74 2.03 2.49 2.96 3.421012 1.78 1.78 1.78 1.78 1.7812 6.2514 8.73 10.6716 16.5918 24.22
