邊坡設計方案計算書(方案2)

1、邊坡設計方案計算書(方案2)憑祥市平而口岸管理和貨物監(jiān)管中心項0北面地塊高邊坡設計方案格構式擋土墻計算書(方案一)廣西土木勘察檢測治理有限公司2015年5月15円排樁式錨桿擋墻驗算計算項目：排樁式錨桿擋墻2計算時間:2015-05-15 11:57:40星期五執(zhí)行規(guī)范:1建筑邊坡工程技術規(guī)范(gb 50330-2013),木文簡稱邊坡規(guī) 范2建筑結構荷載規(guī)范(gb 50009-2011),本文簡稱荷載規(guī)范 3建筑抗震設計規(guī)范(gb 50011-2010)，本文簡稱抗震規(guī)范4混 凝土結構設計規(guī)范(gb 50010-2010),本文簡稱混凝土規(guī)范簡圖】己知條件1計算內(nèi)容(1)墻身力系計算(2)立柱

2、內(nèi)力計算(3)立柱配筋計算計算結果】一、【組合1】(一) 巖土壓力計算(1)合力無外傾結構面時按邊坡規(guī)范公式(6.2.3)計算主動巖石壓力： ea=534.643(kn) ex=526.520(kn) ey=92.840(kn)作用點高度 zy=5.000(m)修正后巖石壓力：ea=828.696(kn) ex=816.106(kn) ey=143.902(kn)作用點 高度 zy=5.000(m)(2)分布巖土壓力分布見左側結果圖。(二) 立柱內(nèi)力計算(1)當前計算工況的幵挖深度：15.000 第1嵌固段地層計算方法:m法背側一一為擋土側；面?zhèn)纫灰粸榉菗跬羵?。背側最大彎?標準值) = 13

3、366.779(kn-m)距離樁頂15.400(m)面?zhèn)茸畲髲澗?標準值) = 618.822(kn-m)距離樁頂6.000(m) 最大 剪力(標準值) = 9830.321(kn)距離樁頂16.200(m) 最大位移=-29(mm)距離樁頂 0.000(m)注意：錨桿設計時，當錨桿(索)受壓，即水平拉力為負情況，水平拉力取為0。第1道錨桿(索)水平拉力=370.236(kn)距離樁頂2.000(m)第2道錨桿(索)水平拉力=295.764(kn)距離樁頂4.500(m)點號 距頂距離彎矩(標準值)剪力(標準值)位移 土反力(m)(kn-m)(kn)(mm)(kn)10.000-0.000-0

4、.000-28.640.00020.2000.048-0.725-28.240.00030.4000.387-2.902-27.850.00040.6001.306-6.529-27.450.00050.8003.095-11.607-27.060.00061.0006.045-18.136-26.660.00071.20010.446-26.116-26.270.00081.40016.588-35.546-25.870.00091.60024.761-46.428-25.470.000101.80035.256-58.760-25.080.000112.00048.360297.693-2

5、4.680.000122.200-9.678282.460-24.290.000132.400-64.525265.776-23.890.000142.600-115.891247.640-23.500.000152.800163.484228.054-23.100.000163.000-207.015207.016-22.700.000173.200-246.194184.528-22.310.000183.400-280.729160.589-21.910.000193.600-310.332135.199-21.510.000203.800-334.712108.358-21.110.0

6、00214.000-353.57880.067-20.72224.200-366.64150.324-20.32234.400-373.61019.131-19.92244.500-374.721298.751-19.72254.600-403.772282.251-19.52264.800-456.837248.156-19.12275.000-502.937212.610-18.71285.200-541.784175.614-18.315.400-573.085137.166-17.910.0005.600-596.55397.268-17.500.0005.800-611.89555.

7、918-17.100.0006.000-618.82213.118-16.690.0006.200-617.044-31.137-16.280.0006.400-606.271-76.839-15.880.0006.600-586.213-123.992-15.470.0006.800-556.579-172.596-15.050.0007.000-517.079-222.651-14.640.0007.200-467.423-274.156-14.230.0007.400-407.321-327.112-13.820.0007.600-336.482-381.520-13.400.0005.

8、80011777.5188069.035-0.10 -2476.68016.00010163.7169488.777-0.05 -1419.74216.2008265.9669830.321-0.01 -341.54416.4006299.9069830.3210.01572.71116.6004448.3889257.6100.02 1223.78216.8002841.6248033.8280.03 1585.05417.0001551.8696448.7740.03 1683.04617.200598.7234765.7280.02 1576.24117.400-39.1753189.4

9、880.02 1335.83117.600-409.9081853.6560.01 1030.72817.800-574.495822.9280.01717.79318.000-595.524-332.0200.00437.1547.800-254.617-437.378-12.990.0008.000-161.436-494.686-12.570.0008.200-56.647-553.446-12.160.0008.40060.038-613.657-11.740.0008.600188.911-675.318-11.330.0008.800330.261-738.430-10.910.0

10、009.000484.379-802.994-10.500.0009.200651.554-869.008-10.090.0009.400832.077-936.472-9.670.0009.6001026.238-1005.388-9.260.0009.8001234.328-1075.755-8.850.00010.0001456.635-1147.572-8.450.00010.2001693.452-1220.840-8.040.00010.4001945.067-1295.559-7.640.00010.6002211.771-1371.729-7.240.00010.8002493

11、.854-1449.350-6.850.00011.0002791.606-1528.422-6.450.00011.2003105.318-1608.944-6.070.00011.4003435.279-1690.918-5.690.00011.6003781.780-1774.342-5.310.00011.8004145.111-1859.217-4.950.00012.0004525.562-1945.543-4.580.00012.2004923.423-2033.320-4.230.00012.4005338.985-2122.548-3.890.00012.6005772.53

12、7-2213.226-3.550.00012.8006224.370-2305.355-3.220.00013.0006694.774-2398.936-2.910.00013.2007184.039-2493.967-2.600.00013.4007692.456-2590.449-2.310.00013.6008220.313-2688.382-2.030.00013.8008767.903-2787.765-1.770.00014.0009335.515-2888.600-1.520.00014.2009923.438-2990.885-1.280.0007414.40010531.96

13、3-3094.621-1.060.0007514.60011161.381-3199.809-0.860.0007614.80011811.981-3306.447-0.680.0007715.00012484.054-3414.530-0.52-0.0007815.20013166.948-3414.530-0.38 -2415.3827915.40013366.7722353.941-0.27 -3353.0888015.60012895.9855592.355-0.17-3238.4159318.200-529.121-543.6940.00 211.6759418.400-420.38

14、3-592.9830.0049.2899518.600-301.787-592.983-0.00 -53.1449618.800-193.819-539.839-0.00-105.5959719.000-106.970-434.244-0.00-121.0459819.200-44.331-313.199-0.00-112.5539919.400-4.201-200.646-0.00 -91.36210019.60017.656-109.284-0.00-65.97510119.80026.318-43.309-0.00-41.98710220.00026.58221.100-0.00-22.

15、42310320.20022.36229.439-0.00-8.33810420.40016.47429.4390.000.52210520.60010.69128.9170.005.12310620.8005.93223.7940.006.68210721.0002.51017.1120.006.36221.2000.36010.7500.005.10221.400-0.7695.6470.003.56621.600-1.1862.0810.002.15421.800-1.171-1.1260.001.05422.000-0.946-1.4360.000.31022.200-0.658-1.

16、436-0.00-0.11822.400-0.395-1.319-0.00-0.30722.600-0.192-1.012-0.00-0.34322.800-0.058-0.669-0.00-0.29423.0000.016-0.374-0.00-0.21423.2000.048-0.160-0.00-0.13323.4000.0540.042-0.00-0.06823.6000.0460.065-0.00-0.02423.8000.0320.0650.000.00224.0000.0200.0630.000.01324.2000.0100.0500.000.01524.4000.0030.0

17、350.000.01224.600-0.0020.0230.000.00624.800-0.0050.0170.000.00225.000-0.0080.0150.000.000（三）立柱配筋計算注：1下面列出的彎矩和剪力均為設計值。2配筋計算采用內(nèi)力設計值，裂縫計算采用內(nèi)力標準值。3點號距頂距離彎矩剪力全部縱筋箍筋22(m)(kn.m)(kn)(mm)(mm/m)0.0000.0000.00017279201320.2000.048-0.72517279201330.4000.387-2.90217279201340.6001.306-6.52917279201350.8003.095-11.60717279201361.0006.045-18.13617279201371.20010.446-26.11617279201381.40016.588-35.54617279201391.60024.761-46.428172792013509.600 1026.238-1005.388172792013519.