米深基坑樁錨結(jié)合復(fù)合土釘墻支護(hù)計(jì)算書

。。。。?；又ёo(hù)設(shè)計(jì)計(jì)算書2012年4月30日----------------------------------------------------------------------驗(yàn)算項(xiàng)目:1-1剖面設(shè)計(jì)驗(yàn)算----------------------------------------------------------------------[驗(yàn)算簡圖]----------------------------------------------------------------------[驗(yàn)算條件]----------------------------------------------------------------------[基本參數(shù)]所依據(jù)的規(guī)程或方法：《建筑基坑支護(hù)技術(shù)規(guī)程》JGJ120-99基坑深度：7.700(m)基坑內(nèi)地下水深度：8.000(m)基坑外地下水深度：3.000(m)基坑側(cè)壁重要性系數(shù)：1.000土釘荷載分項(xiàng)系數(shù)：1.250土釘抗拉抗力分項(xiàng)系數(shù)：1.300整體滑動(dòng)分項(xiàng)系數(shù)：1.300[坡線參數(shù)]坡線段數(shù)1序號水平投影(m)豎向投影(m)傾角(°)15.0007.70057.0[土層參數(shù)]土層層數(shù)2序號土類型土層厚容重飽和容重粘聚力內(nèi)摩擦角釘土摩阻力錨桿土摩阻力水土(m)(kN/m^3)(kN/m^3)(kPa)(度)(kPa)(kPa)1粘性土3.00019.019.026.015.040.040.0合算2粘性土11.80019.519.530.020.050.050.0合算[超載參數(shù)]超載數(shù)1序號超載類型超載值(kN/m)作用深度(m)作用寬度(m)距坑邊線距離(m)形式長度(m)1滿布均布15.000[土釘參數(shù)]土釘?shù)罃?shù)5序號水平間距(m)垂直間距(m)入射角度(度)鉆孔直徑(mm)長度(m)配筋11.2001.40015.011012.0001D2221.2001.40015.011012.0001D2231.2001.40015.011012.0001D2241.2001.40015.01109.0001D2251.2001.40015.01109.0001D22[花管參數(shù)]基坑內(nèi)側(cè)花管排數(shù)0基坑內(nèi)側(cè)花管排數(shù)0[錨桿參數(shù)]錨桿道數(shù)0[坑內(nèi)土不加固][內(nèi)部穩(wěn)定驗(yàn)算條件]考慮地下水作用的計(jì)算方法：總應(yīng)力法土釘拉力在滑面上產(chǎn)生的阻力的折減系數(shù)：0.500*******************************************************************[驗(yàn)算結(jié)果]*******************************************************************[局部抗拉驗(yàn)算結(jié)果]工況開挖深度破裂角土釘號土釘長度受拉荷載標(biāo)準(zhǔn)值抗拔承載力設(shè)計(jì)值抗拉承載力設(shè)計(jì)值滿足系數(shù)(m)(度)(m)Tjk(kN)Tuj(kN)Tuj(kN)抗拔抗拉11.90036.0023.30036.2112.0000.2132.1114.0660.967570.58234.70036.9112.0000.0124.8114.0999.000999.000212.0000.2146.3114.0757.977590.63746.10037.3112.0000.0117.6114.0999.000999.000212.0000.2137.2114.0724.299602.148312.0003.8146.6114.030.99624.10457.50037.5112.0000.0110.5114.0999.000999.000212.0000.1128.2114.0685.074609.615312.0003.7137.5114.029.42224.40349.00013.8107.0114.06.1816.59067.70037.5112.0000.0109.5114.0999.000999.000212.0000.1126.9114.0679.184610.473312.0003.7136.2114.029.18624.43849.00013.8105.6114.06.1146.60059..00024.00115..0114..03..8293..798[內(nèi)部穩(wěn)定驗(yàn)驗(yàn)算結(jié)果]工況號安全系系數(shù)圓心坐標(biāo)標(biāo)x(m))圓心坐坐標(biāo)y(mm)半徑徑(m)12..7683.666199.28443.448622..8352.0552111.05886.770632..6690.6332100.86117.997042..411--1.0224122.602211.119452..194--2.4112122.400012.446262..350--2.0001111.449911.6622[外部穩(wěn)定計(jì)計(jì)算參數(shù)]所依據(jù)的規(guī)程：：《建筑筑地基基礎(chǔ)礎(chǔ)設(shè)計(jì)規(guī)范范》GB5500077-20002土釘墻計(jì)算寬度度:10..000((m)墻后地面的傾角角:0.0((度)墻背傾角:900.0(度度)土與墻背的摩擦擦角:100.0(度度)土與墻底的摩擦擦系數(shù):0.3000墻趾距坡腳的距距離:0.0000(mm)墻底地基承載力力:4000.0((kPa))抗水平滑動(dòng)安全全系數(shù)：11.3000抗傾覆安全系數(shù)數(shù)：1.6600[外部穩(wěn)定計(jì)計(jì)算結(jié)果]重力:7118.9((kN)重心坐標(biāo):(6..319,,44.0611）超載:775.0((kN)超載作用點(diǎn)x坐坐標(biāo):7.5500(mm)土壓力:-455.8(kkN)土壓力作用點(diǎn)yy坐標(biāo):22.6188(m)依據(jù)《建筑地基基基礎(chǔ)設(shè)計(jì)計(jì)規(guī)范》GGB500007--20022規(guī)定，按按庫侖土壓壓力理論計(jì)計(jì)算由于土層c值相相對過高，所所計(jì)算土壓壓力為負(fù)值值，土壓力力結(jié)果不合合理，外部穩(wěn)定計(jì)算無無法繼續(xù)。[噴射混凝土土面層計(jì)算算][計(jì)算參數(shù)]厚度：1100(mmm)混凝土強(qiáng)度等級級:CC20配筋計(jì)算as::115(mmm)水平配筋:d8@2200豎向配筋:d8@2200配筋計(jì)算as::15荷載分項(xiàng)系數(shù)::11.2000[計(jì)算結(jié)果]編號深度度范圍荷載值(kPa))軸向MM(kN..m)AAs(mmm^2)實(shí)實(shí)配As((mm^22)100.00~~1.44000.0x00.0000235..7(構(gòu)造造)2511.3y00.0000235..7(構(gòu)造造)2511.3211.40~~2.88000.0x00.0000235..7(構(gòu)造造)2511.3y00.0000235..7(構(gòu)造造)2511.3322.80~~4.22011.3x00.0900235..7(構(gòu)造造)2511.3y00.0633235..7(構(gòu)造造)2511.3444.20~~5.660133.7x00.9877235..7(構(gòu)造造)2511.3y00.6922235..7(構(gòu)造造)2511.3555.60~~7.000299.8x22.1411235..7(構(gòu)造造)2511.3y11.5000235..7(構(gòu)造造)2511.3677.00~~7.770411.9x00.4766235..7(構(gòu)造造)2511.3y11.7311235..7(構(gòu)造造)2511.3--------------------------------------------------------------------------------------驗(yàn)算項(xiàng)目:22-2剖面設(shè)計(jì)計(jì)驗(yàn)算--------------------------------------------------------------------------------------[驗(yàn)算簡圖]--------------------------------------------------------------------------------------[驗(yàn)算條件]--------------------------------------------------------------------------------------[基本參數(shù)]所依據(jù)的規(guī)程或或方法：《建建筑基坑支支護(hù)技術(shù)規(guī)規(guī)程》JGGJ1220-999基坑深度：100.6500(m)基坑內(nèi)地下水深深度：111.0000(m)基坑外地下水深深度：33.0000(m)基坑側(cè)壁重要性性系數(shù)：1..100土釘荷載分項(xiàng)系系數(shù)：11.2500土釘抗拉抗力分分項(xiàng)系數(shù)：：1.3300整體滑動(dòng)分項(xiàng)系系數(shù)：11.3000[坡線參數(shù)]坡線段數(shù)2序號水平投影影(m)豎向向投影(m)傾角角(°)1-0..0003.2250990.025..0327.4400555.8[土層參數(shù)]土層層數(shù)2序號土類型土層層厚容重飽和容重重粘聚力內(nèi)摩擦角角釘土摩阻阻力錨桿土摩摩阻力水土(m)(kN//m^3))(kNN/m^33)((kPa))((度)((kPa))((kPa))1粘粘性土6.000019..019..026..015..0440.0440.0合算2粘性土9.977519..519..530..020..0550.0550.0合算[超載參數(shù)]超載數(shù)1序號超載類型型超載值(kN/mm)作用用深度(m)作用用寬度(m)距坑坑邊線距離離(m)形式式長度(m)1滿布布均布15.0000[土釘參數(shù)]土釘?shù)罃?shù)7序號水平間距距(m)垂直直間距(m)入射射角度(度)鉆孔直直徑(mm)長度(m)配筋11.200011.4000115.011012.00001D22221.200011.4000115.011012.00001D22231.200011.4000115.011012.00001D22241.200011.4000115.011012.00001D22251.200011.4000115.01109.00001D22261.200011.4000115.011012.00001D22271.200011.4000115.01109.00001D222[花管參數(shù)]基坑內(nèi)側(cè)花管排排數(shù)0基坑內(nèi)側(cè)花管排排數(shù)0[錨桿參數(shù)]錨桿道數(shù)0[坑內(nèi)土不加加固][內(nèi)部穩(wěn)定驗(yàn)驗(yàn)算條件]考慮地下水作用用的計(jì)算方方法：總應(yīng)應(yīng)力法土釘拉力在滑面面上產(chǎn)生的的阻力的折折減系數(shù)：：0.5500***********************************************************************************[驗(yàn)算結(jié)果]***********************************************************************************[局部抗拉驗(yàn)驗(yàn)算結(jié)果]工況開挖深度度破裂角土釘號土釘長度度受拉荷載載標(biāo)準(zhǔn)值抗拔承載載力設(shè)計(jì)值值抗拉承載載力設(shè)計(jì)值值滿足足系數(shù)(m)(度)(m))TTjk(kkN)TTuj(kkN)TTuj(kkN)抗拔抗拉111.6000335.40233.0000335.4112..0000.22118..3114..0548..921529..189344.4000335.4112..0000.00110..2114..0999..000999..000212..0001.77118..3114..051..64749..790455.8000335.4112..0000.00102..0114..0999..000999..000212..0001.77110..2114..048..09249..790312..00012.77131..7114..07..5336..522577.2000335.8112..0000.0094..7114..0999..000999..000212..0001.66102..7114..045..82950..909312..00012.44124..0114..07..2526..669412..00022.22146..3114..04..8043..744688.6000553.3112..0000.00115..7114..0999..000999..000212..0001.66116..6114..053..01051..860312..00012.22130..8114..07..7946..793412..00021.77146..1114..04..8853..81459..00017.77109..0114..04..4824..6877100.0000553.5112..0000.00106..6114..0999..000999..000212..0001.66107..4114..049..50252..568312..00012.00121..6114..07..3416..886412..00021.55136..2114..04..6163..86659..00017.5597..3114..04..0524..751612..0000.77145..9114..0160..130125..1628100.6500553.6112..0000.00102..4114..0999..000999..000212..0001.66103..1114..047..78752..839312..00012.00117..3114..07..1196..922412..00021.33130..8114..04..4563..88659..00017.4491..8114..03..8454..775612..0000.77140..4114..0154..126125..16279..00044.44112..4114..01..8401..866[內(nèi)部穩(wěn)定驗(yàn)驗(yàn)算結(jié)果]工況號安全系系數(shù)圓心坐標(biāo)標(biāo)x(m))圓心坐坐標(biāo)y(mm)半徑徑(m)12..8234.0332122.49773.444822..7892.5992122.35004.771732..3851.4992133.28887.006042..097--0.1995155.036610.226751..980--2.2336155.640012.441861..768--5.8663177.195516.224071..519--8.8779177.691119.221681..459-110.3009199.700022.2234[外部穩(wěn)定計(jì)計(jì)算參數(shù)]所依據(jù)的規(guī)程：：《建筑筑地基基礎(chǔ)礎(chǔ)設(shè)計(jì)規(guī)范范》GB5500077-20002土釘墻計(jì)算寬度度:10..000((m)墻后地面的傾角角:0.0((度)墻背傾角:900.0(度度)土與墻背的摩擦擦角:100.0(度度)土與墻底的摩擦擦系數(shù):0.3000墻趾距坡腳的距距離:0.0000(mm)墻底地基承載力力:4000.0((kPa))抗水平滑動(dòng)安全全系數(shù)：11.3000抗傾覆安全系數(shù)數(shù)：1.6600[外部穩(wěn)定計(jì)計(jì)算結(jié)果]重力:9993.5((kN)重心坐標(biāo):(5..919,,55.4499）超載:774.5((kN)超載作用點(diǎn)x坐坐標(biāo):7.5516(mm)土壓力:200.0(kkN)土壓力作用點(diǎn)yy坐標(biāo):33.6211(m)基底平均壓力設(shè)設(shè)計(jì)值1007.1((kPa))<4400.00基底邊緣最大壓壓力設(shè)計(jì)值值125..2(kPPa)<<1.22*4000.0抗滑安全系數(shù)::1.3329>1.3300抗傾覆安全系數(shù)數(shù):7.9229>>1.6600[噴射混凝土土面層計(jì)算算][計(jì)算參數(shù)]厚度：1100(mmm)混凝土強(qiáng)度等級級:CC20配筋計(jì)算as::115(mmm)水平配筋:d8@2200豎向配筋:d8@2200配筋計(jì)算as::15荷載分項(xiàng)系數(shù)::11.2000[計(jì)算結(jié)果]編號深度度范圍荷載值(kPa))軸向MM(kN..m)AAs(mmm^2)實(shí)實(shí)配As((mm^22)100.00~~1.44000.0x00.0000235..7(構(gòu)造造)2511.3y00.0000235..7(構(gòu)造造)2511.3211.40~~2.88000.0x00.0000235..7(構(gòu)造造)2511.3y00.0000235..7(構(gòu)造造)2511.3322.80~~4.22099.7x00.6977235..7(構(gòu)造造)2511.3y00.4888235..7(構(gòu)造造)2511.3444.20~~5.660288.5x22.0477235..7(構(gòu)造造)2511.3y11.4344235..7(構(gòu)造造)2511.3555.60~~7.000333.9x22.4355235..7(構(gòu)造造)2511.3y11.7066235..7(構(gòu)造造)2511.3677.00~~8.440111.2x00.8066235..7(構(gòu)造造)2511.3y00.5644235..7(構(gòu)造造)2511.3788.40~~9.88088.4x00.6000235..7(構(gòu)造造)2511.3y00.4211235..7(構(gòu)造造)2511.3899.80~~10.665377.5x00.8166235..7(構(gòu)造造)2511.3y11.8211235..7(構(gòu)造造)2511.3--------------------------------------------------------------------------------------驗(yàn)算項(xiàng)目:33-3剖面設(shè)計(jì)計(jì)驗(yàn)算--------------------------------------------------------------------------------------[驗(yàn)算簡圖]--------------------------------------------------------------------------------------[驗(yàn)算條件]--------------------------------------------------------------------------------------[基本參數(shù)]所依據(jù)的規(guī)程或或方法：《建建筑基坑支支護(hù)技術(shù)規(guī)規(guī)程》JGGJ1220-999基坑深度：99.3000(m)基坑內(nèi)地下水深深度：100.0000(m)基坑外地下水深深度：33.0000(m)基坑側(cè)壁重要性性系數(shù)：1..100土釘荷載分項(xiàng)系系數(shù)：11.2500土釘抗拉抗力分分項(xiàng)系數(shù)：：1.3300整體滑動(dòng)分項(xiàng)系系數(shù)：11.3000[坡線參數(shù)]坡線段數(shù)3序號水平投影影(m)豎向向投影(m)傾角角(°)1-0..0005.8800990.0210..0000.00000.035..0053.5500335.0[土層參數(shù)]土層層數(shù)1序號土類型土層層厚容重飽和容重重粘聚力內(nèi)摩擦角角釘土摩阻阻力錨桿土摩摩阻力水土(m)(kN//m^3))(kNN/m^33)((kPa))((度)((kPa))((kPa))1粘粘性土116.500019..519..530..020..0550.0550.0合算[超載參數(shù)]超載數(shù)1序號超載類型型超載值(kN/mm)作用用深度(m)作用用寬度(m)距坑坑邊線距離離(m)形式式長度(m)1滿布布均布15.0000[土釘參數(shù)]土釘?shù)罃?shù)6序號水平間距距(m)垂直直間距(m)入射射角度(度)鉆孔直直徑(mm)長度(m)配筋11.200011.4000115.01106.00001D22221.200011.4000115.01106.00001D22231.200011.4000115.011012.00001D22241.200011.4000115.011012.00001D22251.200011.4000115.01109.00001D22261.200011.4000115.01109.00001D222[花管參數(shù)]基坑內(nèi)側(cè)花管排排數(shù)0基坑內(nèi)側(cè)花管排排數(shù)0[錨桿參數(shù)]錨桿道數(shù)0[坑內(nèi)土不加加固][內(nèi)部穩(wěn)定驗(yàn)驗(yàn)算條件]考慮地下水作用用的計(jì)算方方法：總應(yīng)應(yīng)力法土釘拉力在滑面面上產(chǎn)生的的阻力的折折減系數(shù)：：0.5500***********************************************************************************[驗(yàn)算結(jié)果]***********************************************************************************[局部抗拉驗(yàn)驗(yàn)算結(jié)果]工況開挖深度度破裂角土釘號土釘長度度受拉荷載載標(biāo)準(zhǔn)值抗拔承載載力設(shè)計(jì)值值抗拉承載載力設(shè)計(jì)值值滿足足系數(shù)(m)(度)(m))TTjk(kkN)TTuj(kkN)TTuj(kkN)抗拔抗拉111.6000227.50233.0000227.516..0000.0043..6114..0999..000999..000344.4000555.016..0000.0047..8114..0999..000999..00026..0000.0047..8114..0999..000999..000455.8000555.016..0000.0047..8114..0999..000999..00026..0000.0047..8114..0999..000999..000312..0000.0087..9114..0999..000999..000577.2000555.016..0000.0047..8114..0999..000999..00026..0000.0047..8114..0999..000999..000312..0000.0081..1114..0999..000999..000412..0000.0087..9114..0999..000999..000688.6000555.016..0000.0047..8114..0999..000999..00026..0000.0047..8114..0999..000999..000312..0000.0074..3114..0999..000999..000412..0000.0081..1114..0999..000999..00059..0002.0064..0114..023..75142..331799.3000555.016..0000.0047..8114..0999..000999..00026..0000.0047..8114..0999..000999..000312..0000.0070..9114..0999..000999..000412..0000.0077..7114..0999..000999..00059..0002.0060..6114..022..48642..33169..00026.1167..4114..01..8763..174[內(nèi)部穩(wěn)定驗(yàn)驗(yàn)算結(jié)果]工況號安全系系數(shù)圓心坐標(biāo)標(biāo)x(m))圓心坐坐標(biāo)y(mm)半徑徑(m)14..040113.9774100.35772.993923..123112.6339111.47775.552333..014111.9996122.13116.663844..047--5.033799.89998.114452..798--7.8221111.508812.223462..053--9.8003122.507715.334671..918-110.3448111.416615.4408[外部穩(wěn)定計(jì)計(jì)算參數(shù)]所依據(jù)的規(guī)程：：《建筑筑地基基礎(chǔ)礎(chǔ)設(shè)計(jì)規(guī)范范》GB5500077-20002土釘墻計(jì)算寬度度:10..000((m)墻后地面的傾角角:0.0((度)墻背傾角:900.0(度度)土與墻背的摩擦擦角:100.0(度度)土與墻底的摩擦擦系數(shù):0.3000墻趾距坡腳的距距離:0.0000(mm)墻底地基承載力力:2550.0((kPa))抗水平滑動(dòng)安全全系數(shù)：11.3000抗傾覆安全系數(shù)數(shù)：1.6600[外部穩(wěn)定計(jì)計(jì)算結(jié)果]重力:3882.0((kN)重心坐標(biāo):(2..043,,00.5755）超載:-775.1((kN)超載作用點(diǎn)x坐坐標(biāo):12.5502(mm)土壓力:-477.4(kkN)土壓力作用點(diǎn)yy坐標(biāo):33.1622(m)依據(jù)《建筑地基基基礎(chǔ)設(shè)計(jì)計(jì)規(guī)范》GGB500007--20022規(guī)定，按按庫侖土壓壓力理論計(jì)計(jì)算由于土層c值相相對過高，所所計(jì)算土壓壓力為負(fù)值值，土壓力力結(jié)果不合合理，外部穩(wěn)定計(jì)算無無法繼續(xù)。[噴射混凝土土面層計(jì)算算][計(jì)算參數(shù)]厚度：1100(mmm)混凝土強(qiáng)度等級級:CC20配筋計(jì)算as::115(mmm)水平配筋:d8@2200豎向配筋:d8@2200配筋計(jì)算as::15荷載分項(xiàng)系數(shù)::11.2000[計(jì)算結(jié)果]編號深度度范圍荷載值(kPa))軸向MM(kN..m)AAs(mmm^2)實(shí)實(shí)配As((mm^22)100.00~~1.44000.0x00.0000235..7(構(gòu)造造)2511.3y00.0000235..7(構(gòu)造造)2511.3211.40~~2.88000.0x00.0000235..7(構(gòu)造造)2511.3y00.0000235..7(構(gòu)造造)2511.3322.80~~4.22000.0x00.0000235..7(構(gòu)造造)2511.3y00.0000235..7(構(gòu)造造)2511.3444.20~~5.66000.0x00.0000235..7(構(gòu)造造)2511.3y00.0000235..7(構(gòu)造造)2511.3555.60~~7.00000.0x00.0000235..7(構(gòu)造造)2511.3y00.0000235..7(構(gòu)造造)2511.3677.00~~8.44066.7x00.4788235..7(構(gòu)造造)2511.3y00.3355235..7(構(gòu)造造)2511.3788.40~~9.330199.8x00.5100235..7(構(gòu)造造)2511.3y00.9922235..7(構(gòu)造造)2511.3--------------------------------------------------------------------------------------驗(yàn)算項(xiàng)目:44-4剖面設(shè)計(jì)計(jì)驗(yàn)算--------------------------------------------------------------------------------------[驗(yàn)算簡圖]--------------------------------------------------------------------------------------[驗(yàn)算條件]--------------------------------------------------------------------------------------[基本參數(shù)]所依據(jù)的規(guī)程或或方法：《建建筑基坑支支護(hù)技術(shù)規(guī)規(guī)程》JGGJ1220-999基坑深度：100.6500(m)基坑內(nèi)地下水深深度：111.0000(m)基坑外地下水深深度：33.0000(m)基坑側(cè)壁重要性性系數(shù)：1..100土釘荷載分項(xiàng)系系數(shù)：11.2500土釘抗拉抗力分分項(xiàng)系數(shù)：：1.3300整體滑動(dòng)分項(xiàng)系系數(shù)：11.3000[坡線參數(shù)]坡線段數(shù)2序號水平投影影(m)豎向向投影(m)傾角角(°)1-0..0003.2250990.025..0327.4400555.8[土層參數(shù)]土層層數(shù)1序號土類型土層層厚容重飽和容重重粘聚力內(nèi)摩擦角角釘土摩阻阻力錨桿土摩摩阻力水土(m)(kN//m^3))(kNN/m^33)((kPa))((度)((kPa))((kPa))1粘粘性土118.500019..519..530..020..0550.0550.0合算[超載參數(shù)]超載數(shù)1序號超載類型型超載值(kN/mm)作用用深度(m)作用用寬度(m)距坑坑邊線距離離(m)形式式長度(m)1滿布布均布15.0000[土釘參數(shù)]土釘?shù)罃?shù)7序號水平間距距(m)垂直直間距(m)入射射角度(度)鉆孔直直徑(mm)長度(m)配筋11.200011.4000115.011012.00001D22221.200011.4000115.011012.00001D22231.200011.4000115.011012.00001D22241.200011.4000115.011012.00001D22251.200011.4000115.01109.00001D22261.200011.4000115.011012.00001D22271.200011.4000115.01109.00001D222[花管參數(shù)]基坑內(nèi)側(cè)花管排排數(shù)0基坑內(nèi)側(cè)花管排排數(shù)0[錨桿參數(shù)]錨桿道數(shù)0[坑內(nèi)土不加加固][內(nèi)部穩(wěn)定驗(yàn)驗(yàn)算條件]考慮地下水作用用的計(jì)算方方法：總應(yīng)應(yīng)力法土釘拉力在滑面面上產(chǎn)生的的阻力的折折減系數(shù)：：0.5500***********************************************************************************[驗(yàn)算結(jié)果]***********************************************************************************[局部抗拉驗(yàn)驗(yàn)算結(jié)果]工況開挖深度度破裂角土釘號土釘長度度受拉荷載載標(biāo)準(zhǔn)值抗拔承載載力設(shè)計(jì)值值抗拉承載載力設(shè)計(jì)值值滿足足系數(shù)(m)(度)(m))TTjk(kkN)TTuj(kkN)TTuj(kkN)抗拔抗拉111.6000337.90233.0000337.9112..0000.00149..6114..0999..000999..000344.4000337.9112..0000.00140..9114..0999..000999..000212..0000.00149..6114..0999..000999..000455.8000337.9112..0000.00132..3114..0999..000999..000212..0000.00140..9114..0999..000999..000312..0003.88149..6114..028..30521..579577.2000337.9112..0000.00123..6114..0999..000999..000212..0000.00132..3114..0999..000999..000312..0003.88140..9114..026..66521..579412..00013.11149..6114..08..3176..340688.6000555.0112..0000.00148..4114..0999..000999..000212..0000.00148..7114..0999..000999..000312..0003.88149..0114..028..19621..579412..00013.11149..3114..08..3036..34059..00016.88109..8114..04..7584..9427100.0000555.0112..0000.00137..0114..0999..000999..000212..0000.00137..3114..0999..000999..000312..0003.88137..7114..026..04721..579412..00013.11138..0114..07..6726..34059..00016.8898..4114..04..2664..942612..0000.88146..5114..0136..813106..4878100.6500555.0112..0000.00131..7114..0999..000999..000212..0000.00132..1114..0999..000999..000312..0003.88132..4114..025..04921..579412..00013.11132..7114..07..3786..34059..00016.8893..2114..04..0374..942612..0000.88141..2114..0131..888106..48779..00045.88112..7114..01..7891..810[內(nèi)部穩(wěn)定驗(yàn)驗(yàn)算結(jié)果]工況號安全系系數(shù)圓心坐標(biāo)標(biāo)x(m))圓心坐坐標(biāo)y(mm)半徑徑(m)13..3124.0332122.49773.444823..1632.5992122.35004.771732..7031.4992133.28887.006042..3940.1222133.14008.334652..103--0.9886144.078810.668761..854--4.4881155.749914.441371..590--8.1336177.022218.228381..546--9.2448166.943319.3303[外部穩(wěn)定計(jì)計(jì)算參數(shù)]所依據(jù)的規(guī)程：：《建筑筑地基基礎(chǔ)礎(chǔ)設(shè)計(jì)規(guī)范范》GB5500077-20002土釘墻計(jì)算寬度度:10..000((m)墻后地面的傾角角:0.0((度)墻背傾角:900.0(度度)土與墻背的摩擦擦角:100.0(度度)土與墻底的摩擦擦系數(shù):0.3000墻趾距坡腳的距距離:0.0000(mm)墻底地基承載力力:4000.0((kPa))抗水平滑動(dòng)安全全系數(shù)：11.3000抗傾覆安全系數(shù)數(shù)：1.6600[外部穩(wěn)定計(jì)計(jì)算結(jié)果]重力:10114.5((kN)重心坐標(biāo):(5..929,,55.4899）超載:774.5((kN)超載作用點(diǎn)x坐坐標(biāo):7.5516(mm)土壓力:-244.1(kkN)土壓力作用點(diǎn)yy坐標(biāo):33.6211(m)依據(jù)《建筑地基基基礎(chǔ)設(shè)計(jì)計(jì)規(guī)范》GGB500007--20022規(guī)定，按按庫侖土壓壓力理論計(jì)計(jì)算由于土層c值相相對過高，所所計(jì)算土壓壓力為負(fù)值值，土壓力力結(jié)果不合合理，外部穩(wěn)定計(jì)算無無法繼續(xù)。[噴射混凝土土面層計(jì)算算][計(jì)算參數(shù)]厚度：1100(mmm)混凝土強(qiáng)度等級級:CC20配筋計(jì)算as::115(mmm)水平配筋:d8@2200豎向配筋:d8@2200配筋計(jì)算as::15荷載分項(xiàng)系數(shù)::11.2000[計(jì)算結(jié)果]編號深度度范圍荷載值(kPa))軸向MM(kN..m)AAs(mmm^2)實(shí)實(shí)配As((mm^22)100.00~~1.44000.0x00.0000235..7(構(gòu)造造)2511.3y00.0000235..7(構(gòu)造造)2511.3211.40~~2.88000.0x00.0000235..7(構(gòu)造造)2511.3y00.0000235..7(構(gòu)造造)2511.3322.80~~4.22011.4x00.0977235..7(構(gòu)造造)2511.3y00.0688235..7(構(gòu)造造)2511.3444.20~~5.660144.6x11.0511235..7(構(gòu)造造)2511.3y00.7366235..7(構(gòu)造造)2511.3555.60~~7.000300.7x22.2055235..7(構(gòu)造造)2511.3y11.5455235..7(構(gòu)造造)2511.3677.00~~8.440111.7x00.8422235..7(構(gòu)造造)2511.3y00.5900235..7(構(gòu)造造)2511.3788.40~~9.88088.8x00.6333235..7(構(gòu)造造)2511.3y00.4433235..7(構(gòu)造造)2511.3899.80~~10.665388.5x00.8388235..7(構(gòu)造造)2511.3y11.8699235..7(構(gòu)造造)2511.3--------------------------------------------------------------------------------------驗(yàn)算項(xiàng)目:55-5剖面設(shè)計(jì)計(jì)驗(yàn)算--------------------------------------------------------------------------------------[驗(yàn)算簡圖]--------------------------------------------------------------------------------------[驗(yàn)算條件]--------------------------------------------------------------------------------------[基本參數(shù)]所依據(jù)的規(guī)程或或方法：《建建筑基坑支支護(hù)技術(shù)規(guī)規(guī)程》JGGJ1220-999基坑深度：99.2000(m)基坑內(nèi)地下水深深度：100.0000(m)基坑外地下水深深度：33.0000(m)基坑側(cè)壁重要性性系數(shù)：1..000土釘荷載分項(xiàng)系系數(shù)：11.2500土釘抗拉抗力分分項(xiàng)系數(shù)：：1.3300整體滑動(dòng)分項(xiàng)系系數(shù)：11.3000[坡線參數(shù)]坡線段數(shù)1序號水平投影影(m)豎向向投影(m)傾角角(°)13..1689.2200771.0[土層參數(shù)]土層層數(shù)1序號土類型土層層厚容重飽和容重重粘聚力內(nèi)摩擦角角釘土摩阻阻力錨桿土摩摩阻力水土(m)(kN//m^3))(kNN/m^33)((kPa))((度)((kPa))((kPa))1粘粘性土116.000019..519..530..020..0550.0550.0合算[超載參數(shù)]超載數(shù)1序號超載類型型超載值(kN/mm)作用用深度(m)作用用寬度(m)距坑坑邊線距離離(m)形式式長度(m)1滿布布均布15.0000[土釘參數(shù)]土釘?shù)罃?shù)6序號水平間距距(m)垂直直間距(m)入射射角度(度)鉆孔直直徑(mm)長度(m)配筋11.200011.4000115.011012.00001D22221.200011.4000115.011012.00001D22231.200011.4000115.011012.00001D22241.200011.4000115.01109.00001D22251.200011.4000115.01109.00001D22261.200011.4000115.01109.00001D222[花管參數(shù)]基坑內(nèi)側(cè)花管排排數(shù)0基坑內(nèi)側(cè)花管排排數(shù)0[錨桿參數(shù)]錨桿道數(shù)0[坑內(nèi)土不加加固][內(nèi)部穩(wěn)定驗(yàn)驗(yàn)算條件]考慮地下水作用用的計(jì)算方方法：總應(yīng)應(yīng)力法土釘拉力在滑面面上產(chǎn)生的的阻力的折折減系數(shù)：：0.5500***********************************************************************************[驗(yàn)算結(jié)果]***********************************************************************************[局部抗拉驗(yàn)驗(yàn)算結(jié)果]工況開挖深度度破裂角土釘號土釘長度度受拉荷載載標(biāo)準(zhǔn)值抗拔承載載力設(shè)計(jì)值值抗拉承載載力設(shè)計(jì)值值滿足足系數(shù)(m)(度)(m))TTjk(kkN)TTuj(kkN)TTuj(kkN)抗拔抗拉111.9000445.50233.3000445.5112..0000.00146..3114..0999..000999..000344.7000445.5112..0000.00136..6114..0999..000999..000212..0000.00146..3114..0999..000999..000466.1000445.5112..0000.00126..8114..0999..000999..000212..0000.00136..6114..0999..000999..000312..0006.00146..3114..019..52915..224577.5000445.5112..0000.00117..1114..0999..000999..000212..0000.00126..8114..0999..000999..000312..0006.00136..6114..018..22915..22449..00020.44106..4114..04..1744..473688.9000445.5112..0000.00107..3114..0999..000999..000212..0000.00117..1114..0999..000999..000312..0006.00126..8114..016..93015..22449..00020.4496..7114..03..7924..47359..00034.99106..4114..02..4432..618799.2000445.5112..0000.00105..3114..0999..000999..000212..0000.00115..0114..0999..000999..000312..0006.00124..7114..016..65115..22449..00020.4494..6114..03..7104..47359..00034.99104..3114..02..3952..61869..00053.44114..1114..01..7091..709[內(nèi)部穩(wěn)定驗(yàn)驗(yàn)算結(jié)果]工況號安全系系數(shù)圓心坐標(biāo)標(biāo)x(m))圓心坐坐標(biāo)y(mm)半徑徑(m)12..7770.7559111.15004.223122..768--1.0660133.72118.441032..432--2.1115133.40889.663242..155--3.7775133.864411.880351..932--5.4118144.320013.997561..746--7.0552144.778816.114971..839--7.3119144.443316.1191[外部穩(wěn)定計(jì)計(jì)算參數(shù)]所依據(jù)的規(guī)程：：《建筑筑地基基礎(chǔ)礎(chǔ)設(shè)計(jì)規(guī)范范》GB5500077-20002土釘墻計(jì)算寬度度:10..000((m)墻后地面的傾角角:0.0((度)墻背傾角:900.0(度度)土與墻背的摩擦擦角:100.0(度度)土與墻底的摩擦擦系數(shù):0.3000墻趾距坡腳的距距離:0.0000(mm)墻底地基承載力力:2550.0((kPa))抗水平滑動(dòng)安全全系數(shù)：11.3000抗傾覆安全系數(shù)數(shù)：1.6600[外部穩(wěn)定計(jì)計(jì)算結(jié)果]重力:9556.0((kN)重心坐標(biāo):(5..875,,55.0855）超載:1002.5((kN)超載作用點(diǎn)x坐坐標(biāo):6.5584(mm)土壓力:-488.8(kkN)土壓力作用點(diǎn)yy坐標(biāo):33.1288(m)依據(jù)《建筑地基基基礎(chǔ)設(shè)計(jì)計(jì)規(guī)范》GGB500007--20022規(guī)定，按按庫侖土壓壓力理論計(jì)計(jì)算由于土層c值相相對過高，所所計(jì)算土壓壓力為負(fù)值值，土壓力力結(jié)果不合合理，外部穩(wěn)定計(jì)算無無法繼續(xù)。[噴射混凝土土面層計(jì)算算][計(jì)算參數(shù)]厚度：1100(mmm)混凝土強(qiáng)度等級級:CC20配筋計(jì)算as::115(mmm)水平配筋:d8@2200豎向配筋:d8@2200配筋計(jì)算as::15荷載分項(xiàng)系數(shù)::11.2000[計(jì)算結(jié)果]編號深度度范圍荷載值(kPa))軸向MM(kN..m)AAs(mmm^2)實(shí)實(shí)配As((mm^22)100.00~~1.44000.0x00.0000235..7(構(gòu)造造)2511.3y00.0000235..7(構(gòu)造造)2511.3211.40~~2.88000.0x00.0000235..7(構(gòu)造造)2511.3y00.0000235..7(構(gòu)造造)2511.3322.80~~4.22011.4x00.0977235..7(構(gòu)造造)2511.3y00.0688235..7(構(gòu)造造)2511.3444.20~~5.660144.6x11.0511235..7(構(gòu)造造)2511.3y00.7366235..7(構(gòu)造造)2511.3555.60~~7.000300.7x22.2055235..7(構(gòu)造造)2511.3y11.5455235..7(構(gòu)造造)2511.3677.00~~8.440466.8x33.3588235..7(構(gòu)造造)2511.3y22.3533235..7(構(gòu)造造)2511.3788.40~~9.220599.4x11.0699235..7(構(gòu)造造)2511.3y22.7655235..7(構(gòu)造造)2511.3--------------------------------------------------------------------------------------[支護(hù)方案]6-6剖面設(shè)計(jì)計(jì)驗(yàn)算--------------------------------------------------------------------------------------排樁支護(hù)--------------------------------------------------------------------------------------[基本信息]--------------------------------------------------------------------------------------內(nèi)力計(jì)算方法增量法規(guī)范與規(guī)程《建筑基坑支護(hù)護(hù)技術(shù)規(guī)程程》JGGJ1220-999基坑等級一級基坑側(cè)壁重要性性系數(shù)γ01.10基坑深度H(mm)11.000嵌固深度(m))9.000樁頂標(biāo)高(m))0.000樁截面類型圓形└樁直徑(m)1.200樁間距(m)1.500混凝土強(qiáng)度等級級C30有無冠梁有├冠梁寬度(m))1.200├冠梁高度(m))1.000└水平側(cè)向剛度((MN/mm)0.000放坡級數(shù)0超載個(gè)數(shù)2支護(hù)結(jié)構(gòu)上的水水平集中力力0--------------------------------------------------------------------------------------[超載信息]--------------------------------------------------------------------------------------超載類型超載值作用深度作用寬度距坑邊距形式長度序號(kPa,kN//m)(m)(m)(m)(m)115.000---------------2120.00002.00017.5004.000--------------------------------------------------------------------------------------------[附加水平力力信息]]--------------------------------------------------------------------------------------水平力作用類型水平力值作用深度是否參與是否參與序號(kN)(m)傾覆穩(wěn)定整體穩(wěn)定--------------------------------------------------------------------------------------[土層信息]--------------------------------------------------------------------------------------土層數(shù)3坑內(nèi)加固土否內(nèi)側(cè)降水最終深深度(m)12.000外側(cè)水位深度((m)3.000內(nèi)側(cè)水位是否隨隨開挖過程程變化否內(nèi)側(cè)水位距開挖挖面距離((m)---彈性計(jì)算方法按按土層指定定ㄨ彈性法計(jì)算方法法m法-------------------------------------------------------