挖孔桩自动计算模板(EXCEL) xls.xls

L13院孔柱基磁结算数据 本 BK 杜斯面 能的用 挖主方 方高 松次石 验次 次石16 es 度 S 58 会 挖上方商 挖土方高 挖孔桩上 挖孔柱 (8m (6as (8m (10 12m 度（6m内 （8m 挖土方高 m内 度（10m 班号 栋材 成标高 M2) #VALLE 内） 内） 61-3 b1-4 内） h2-1 h2-2 2-3 B2-4 h3-1 h3-2 h3-3 h3-4 FR -1 h1-2 50-2 VALUE! 内） 内 270.1 1.1304 3.768 3.4 IVALUE 269.1 266.3 0.6 3.8 429552 3888 ZJI 22 269.7 270.15 206.09 0.6 1.130 3.768 406 6 0.- 3. 7 0.33912 270.25 26065 0. 1 078 ' Y 5.8875 4250304 ZJ3 ZJ4 269. 7 270. 263. 0.1 0.18 3.14 6. 42.33 266 0.5 0.8635 3.768 19 2J1 269. 7] 269. 7 279. 270. 264.45 0.78 1' 5.75 2. 0.58875 3.925 1.884 Z11 2997 264.75 0.5 0. 78 0. 78 5.45 L.9 0. 73 ZI 265 05 475 0.5495 03925 3.71875 269.7 2702 264.47 0. 8 0.18 5.15 L6 4. 6 5 4 0.2355 3.66025 L.69c 05 .04 5.73 0. 3.224 5.1005 426255 8 8 269.7 270.15 270.05 261.55 264.33 0. 5 HI'S 3.14 6.5 5. 95 299.7] 0. 5 078 . 2 2.8 1.517 0.51025 2.7475 19 ZJ1 265 80 4.43 06 2.9987 1.727 19 ZJ1 "69e 279. 26575 0. 0.5 ' .04 4.55 9 0. 7 4.1 0.5495 Z1 2701 26597 0.5 078 430 0. 2 0.157 3.0222 J1 2697 26606 ' 4.34 0. 4 3. 94 0.314 24205 269.7 0.78 0.314 3.0929 2J1 269. 270.1 270. 2 264. 5 261.6 0.1 0.78 .14 1.04 0. 4.9 5.1 3.19 5595 3.8465 1 270. 15 264. 6 0.5 .18 * 5.55 ： 1.9 363 0.515 1.979 365025 ZJI 270.2 270.35 266. 17 4 1.45 0.95 1.13829 2.14305 1.4915 19[ 18 270. 3 265. 1 0 5 0.78 19[ ZJ1 270.2 266.44 ' 3.21 0 13 0 406 09812 0.5 0.55 0.43175 3.10075 ZJ1 0. 78 0.314 2.94375 51985 20 Z1 2697 270.15 206.00 26 8.14 4.15 0. - 375 J1 21 299. 1 260. 3 00. LG 0 58 3. 72 0.43175 270.2 .B4 6.123 2.9207 33 Z2 232 23 270.2 270 262.82 0.78 4.95 248 42230 20 ZJ2 270.15 S192 0. 5 0. 78 :E4 .4 2. 48 2.92 SE Z 1.274 1.9463 270. 2 270. 266.2 0.5 .74 2.54 0.5 0.483 1099 2.5922 22 0.8635 1.9939 270.2 270. 2 266. 1 4 . 0.785 2355 Z1 ZJ1 209266. 29 3.14 565 2. 95 4.50 231575 27 2 269. 279. 260. 2 0. 5 0.1 0.18 .B4 10. 45 4 887 1. 73 2. 1 .预 6.96295 21 270.2 270. 3.57 6.123 6.3585 38 ZH2 30 270. 2 260. 6 26005 .18 .74 T.8 1.7 6.6 5.809 6.28 ZH2 1 261.16 60. 0.78 3.14 7 14 T.4 3.84 8 10 ZJ2 270. 2 270. 13 260. 86 01 5.94 9.0 60 0.577 .239 5.5499 5.6049 8 232 34 270. 2 270. 2 262.85 0. 5 0. 5 0.78 2 0.78 3 .3 .2 7.07 8888 Z2 6.55 2. 343 1.572 1.8 4.13695 270. 2T9. 26365 4 3.02225 Z 270. 270. 0.78 1.572 100 2.2765 27o. 2.6 2.041 1 1.413 2.4335 1.884 269. 269. 270. 270. 265. 260. 0. 5 05 078 .18 8.14 10.2 96 13 8. 45 3. 270. 260. 3.14 1.8 .8 4.281 6.63325 2990. 5 0. 78 EC 8. 4 7.5 6.594 Z2 09. 102 260. 260. 0. 5 078 0.78 3.14 3.14 3.79 .39 5.8875 6123 Z 43 2/0. 2 2701 260. 9 0. 270.2 270. 1 261. 1 05 078 3.14 3.14 .84525 45] 0. 78 5.495
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龍绷 zhulong.
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