发布时间 : 星期六 文章施工猫道计算书（改） - 图文更新完毕开始阅读
节点号 x坐标 y坐标 z坐标 节点号 85 458.00 -17.15 222.58 128 86 458.00 17.15 222.58 129 87 480.00 -17.15 208.7722 130 88 480.00 17.15 208.7722 131 89 505.00 -17.15 200.1829 132 90 505.00 17.15 200.1829 133 91 505.00 -17.15 206.1829 134 92 505.00 17.15 206.1829 135 93 530.00 -17.15 191.895 136 94 530.00 17.15 191.895 137 95 555.00 -17.15 183.9085 138 96 555.00 17.15 183.9085 139 97 555.00 -17.15 189.9085 140 98 555.00 17.15 189.9085 141 99 580.00 -17.15 176.2234 142 100 580.00 17.15 176.2234 143 101 605.00 -17.15 168.8397 144 102 605.00 17.15 168.8397 145 103 605.00 -17.15 174.8397 146 104 605.00 17.15 174.8397 147 105 630.00 -17.15 161.7573 148 106 630.00 17.15 161.7573 149 107 655.00 -17.15 154.9763 150 108 655.00 17.15 154.9763 151 109 655.00 -17.15 160.9763 152 110 655.00 17.15 160.9763 153 111 680.00 -17.15 148.4967 154 112 680.00 17.15 148.4967 155 113 705.00 -17.15 142.3185 156 114 705.00 17.15 142.3185 157 115 705.00 -17.15 148.3185 158 116 705.00 17.15 148.3185 159 117 730.00 -17.15 136.4416 160 118 730.00 17.15 136.4416 161 119 755.00 -17.15 130.8661 162 120 755.00 17.15 130.8661 163 121 755.00 -17.15 136.8661 164 122 755.00 17.15 136.8661 165 123 780.00 -17.15 125.592 166 124 780.00 17.15 125.592 167 125 805.00 -17.15 120.6193 168 126 805.00 17.15 120.6193 169 127 805.00 -17.15 126.6193 170 x坐标 y坐标 z坐标 805.00 17.15 126.6193 830.00 -17.15 115.9479 830.00 17.15 115.9479 855.00 -17.15 111.578 855.00 17.15 111.578 855.00 -17.15 117.578 855.00 17.15 117.578 880.00 -17.15 107.5094 880.00 17.15 107.5094 905.00 -17.15 103.7422 905.00 17.15 103.7422 905.00 -17.15 109.7422 905.00 17.15 109.7422 930.00 -17.15 100.2763 930.00 17.15 100.2763 955.00 -17.15 97.1119 955.00 17.15 97.1119 955.00 -17.15 103.1119 955.00 17.15 103.1119 980.00 -17.15 94.2488 980.00 17.15 94.2488 1005.00 -17.15 91.6871 1005.00 17.15 91.6871 1005.00 -17.15 97.6871 1005.00 17.15 97.6871 1030.00 -17.15 89.4267 1030.00 17.15 89.4267 1055.00 -17.15 87.4678 1055.00 17.15 87.4678 1055.00 -17.15 93.4678 1055.00 17.15 93.4678 1080.00 -17.15 85.8102 1080.00 17.15 85.8102 1105.00 -17.15 84.454 1105.00 17.15 84.454 1105.00 -17.15 90.454 1105.00 17.15 90.454 1130.00 -17.15 83.3992 1130.00 17.15 83.3992 1155.00 -17.15 82.6458 1155.00 17.15 82.6458 1155.00 -17.15 88.6458 1155.00 17.15 88.6458 施工猫道计算书 第25页 共42页 节点号 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 x坐标 y坐标 z坐标 节点号 1180.00 -17.15 82.1937 214 1180.00 17.15 82.1937 215 1205.00 -17.15 82.043 216 1205.00 17.15 82.043 217 1205.00 -17.15 88.043 218 1205.00 17.15 88.043 219 1230.00 -17.15 82.1937 220 1230.00 17.15 82.1937 221 1255.00 -17.15 82.6458 222 1255.00 17.15 82.6458 223 1255.00 -17.15 88.6458 224 1255.00 17.15 88.6458 225 1280.00 -17.15 83.3992 226 1280.00 17.15 83.3992 227 1305.00 -17.15 84.454 228 1305.00 17.15 84.454 229 1305.00 -17.15 90.454 230 1305.00 17.15 90.454 231 1330.00 -17.15 85.8102 232 1330.00 17.15 85.8102 233 1355.00 -17.15 87.4678 234 1355.00 17.15 87.4678 235 1355.00 -17.15 93.4678 236 1355.00 17.15 93.4678 237 1380.00 -17.15 89.4267 238 1380.00 17.15 89.4267 239 1405.00 -17.15 91.6871 240 1405.00 17.15 91.6871 241 1405.00 -17.15 97.6871 242 1405.00 17.15 97.6871 243 1430.00 -17.15 94.2488 244 1430.00 17.15 94.2488 245 1455.00 -17.15 97.1119 246 1455.00 17.15 97.1119 247 1455.00 -17.15 103.1119 248 1455.00 17.15 103.1119 249 1480.00 -17.15 100.2763 250 1480.00 17.15 100.2763 251 1505.00 -17.15 103.7422 252 1505.00 17.15 103.7422 253 1505.00 -17.15 109.7422 254 1505.00 17.15 109.7422 255 1530.00 -17.15 107.5094 256 x坐标 y坐标 z坐标 1530.00 17.15 107.5094 1555.00 -17.15 111.578 1555.00 17.15 111.578 1555.00 -17.15 117.578 1555.00 17.15 117.578 1580.00 -17.15 115.9479 1580.00 17.15 115.9479 1605.00 -17.15 120.6193 1605.00 17.15 120.6193 1605.00 -17.15 126.6193 1605.00 17.15 126.6193 1630.00 -17.15 125.592 1630.00 17.15 125.592 1655.00 -17.15 130.8661 1655.00 17.15 130.8661 1655.00 -17.15 136.8661 1655.00 17.15 136.8661 1680.00 -17.15 136.4416 1680.00 17.15 136.4416 1705.00 -17.15 142.3185 1705.00 17.15 142.3185 1705.00 -17.15 148.3185 1705.00 17.15 148.3185 1730.00 -17.15 148.4967 1730.00 17.15 148.4967 1755.00 -17.15 154.9763 1755.00 17.15 154.9763 1755.00 -17.15 160.9763 1755.00 17.15 160.9763 1780.00 -17.15 161.7573 1780.00 17.15 161.7573 1805.00 -17.15 168.8397 1805.00 17.15 168.8397 1805.00 -17.15 174.8397 1805.00 17.15 174.8397 1830.00 -17.15 176.2234 1830.00 17.15 176.2234 1855.00 -17.15 183.9085 1855.00 17.15 183.9085 1855.00 -17.15 189.9085 1855.00 17.15 189.9085 1880.00 -17.15 191.895 1880.00 17.15 191.895 施工猫道计算书 第26页 共42页 节点号 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 x坐标 y坐标 z坐标 节点号 1905.00 -17.15 200.1829 300 1905.00 17.15 200.1829 301 1905.00 -17.15 206.1829 302 1905.00 17.15 206.1829 303 1930.00 -17.15 208.7722 304 1930.00 17.15 208.7722 305 1952.00 -20.5294 8 306 1952.00 20.5294 8 307 1952.00 -20.262 23 308 1952.00 20.262 23 309 1952.00 -19.9946 38 310 1952.00 19.9946 38 311 1952.00 -19.8083 48.45 312 1952.00 19.8083 48.45 313 1952.00 -19.541 63.45 314 1952.00 19.541 63.45 315 1952.00 -19.2736 78.45 316 1952.00 19.2736 78.45 317 1952.00 -19.0062 93.45 318 1952.00 19.0062 93.45 319 1952.00 -18.7388 108.45 320 1952.00 18.7388 108.45 321 1952.00 -18.4714 123.45 322 1952.00 18.4714 123.45 323 1952.00 -18.204 138.45 324 1952.00 18.204 138.45 325 1952.00 -18.0106 149.3 326 1952.00 18.0106 149.3 327 1952.00 -17.7432 164.3 328 1952.00 17.7432 164.3 329 1952.00 -17.4759 179.3 330 1952.00 17.4759 179.3 331 1952.00 -17.2085 194.3 332 1952.00 17.2085 194.3 333 1952.00 -17.0074 205.58 334 1952.00 17.0074 205.58 335 1952.00 -17.15 216.58 336 1952.00 17.15 216.58 337 1952.00 -17.15 222.58 338 1952.00 17.15 222.58 339 1977.00 -17.15 205.0233 340 1977.00 17.15 205.0233 341 2002.00 -17.15 193.7004 342 x坐标 y坐标 z坐标 2002.00 17.15 193.7004 2002.00 -17.15 199.7004 2002.00 17.15 199.7004 2027.00 -17.15 182.6111 2027.00 17.15 182.6111 2052.00 -17.15 171.7554 2052.00 17.15 171.7554 2052.00 -17.15 177.7554 2052.00 17.15 177.7554 2077.00 -17.15 161.1335 2077.00 17.15 161.1335 2102.00 -17.15 150.7453 2102.00 17.15 150.7453 2102.00 -17.15 156.7453 2102.00 17.15 156.7453 2127.00 -17.15 140.5907 2127.00 17.15 140.5907 2152.00 -17.15 130.6698 2152.00 17.15 130.6698 2152.00 -17.15 136.6698 2152.00 17.15 136.6698 2177.00 -17.15 120.9826 2177.00 17.15 120.9826 2202.00 -17.15 111.5291 2202.00 17.15 111.5291 2202.00 -17.15 117.5291 2202.00 17.15 117.5291 2227.00 -17.15 102.3093 2227.00 17.15 102.3093 2252.00 -17.15 93.3231 2252.00 17.15 93.3231 2252.00 -17.15 99.3231 2252.00 17.15 99.3231 2277.00 -17.15 84.5707 2277.00 17.15 84.5707 2302.00 -17.15 76.0519 2302.00 17.15 76.0519 2302.00 -17.15 82.0519 2302.00 17.15 82.0519 2327.00 -17.15 67.7668 2327.00 17.15 67.7668 2352.00 -17.15 59.7153 2352.00 17.15 59.7153 施工猫道计算书 第27页 共42页 节点号 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 x坐标 y坐标 z坐标 节点号 2352.00 -17.15 65.7153 359 2352.00 17.15 65.7153 360 2410.00 -17.15 41.936 361 2410.00 17.15 41.936 362 2410.00 -17.15 47.936 363 2410.00 17.15 47.936 364 158.00 -17.15 87.3231 365 158.00 17.15 87.3231 366 308.00 -17.15 144.7453 367 308.00 17.15 144.7453 368 605.00 -17.15 162.8397 369 605.00 17.15 162.8397 370 755.00 -17.15 124.8661 371 755.00 17.15 124.8661 372 905.00 -17.15 97.7422 373 905.00 17.15 97.7422 374 x坐标 y坐标 z坐标 1055.00 -17.15 81.4678 1055.00 17.15 81.4678 1205.00 -17.15 76.043 1205.00 17.15 76.043 1355.00 -17.15 81.4678 1355.00 17.15 81.4678 1505.00 -17.15 97.7422 1505.00 17.15 97.7422 1655.00 -17.15 124.8661 1655.00 17.15 124.8661 1805.00 -17.15 162.8397 1805.00 17.15 162.8397 2102.00 -17.15 144.7453 2102.00 17.15 144.7453 2252.00 -17.15 87.3231 2252.00 17.15 87.3231
对计算模型进行加载（见图5），所加风荷载见表7，启动程序进行演算，利用ANSYS的后处理程序可得到猫道模型各单元的内力和各节点位移。图6和图7分别示出了索股架设阶段在荷载组合二作用下整个猫道横向位移的平面图和侧视图，从图中可以看出，在荷载组合二作用下猫道的最大横向位移位于中跨跨中截面，最大横向位移值为34.573m。
施工猫道计算书 第28页 共42页