水南村民調(diào)工作情況匯報(bào)

水南村民調(diào)工作情況匯報(bào)

按照縣委、縣政府組織開展的“深入基層解難題，支持幫助促發(fā)展”活動(dòng)的安排部署，結(jié)合省綜治委正在開展的“社會(huì)治安公眾安全感和群眾滿意度測(cè)評(píng)”工作，今年四月，我?guī)ьI(lǐng)駐村干部廖井玉、鐘志芳，和水南村村主干一起，深入基層，走村串戶，廣泛聽取群眾意見建議，及時(shí)了解社情民意，積極化解社會(huì)矛盾，為塑造良好的集龍形象，打造社會(huì)穩(wěn)定、群眾滿意的“平安集龍、和諧集龍”創(chuàng)造良好的政治氛圍�，F(xiàn)將走訪情況匯報(bào)如下：

一、工作措施

（一）加強(qiáng)組織領(lǐng)導(dǎo)。成立了以水南村聯(lián)系領(lǐng)導(dǎo)鐘進(jìn)茂為組長(zhǎng)，駐村干部廖井玉、鐘志芳和村主干李桂紅、庾芳作為成員的走訪工作小組，負(fù)責(zé)全村的政策宣傳、民意收集、信息反饋、問(wèn)題調(diào)處及扶貧幫困等工作。

（二）實(shí)行任務(wù)包干，分工負(fù)責(zé)。由鐘進(jìn)茂負(fù)總責(zé)，廖井玉、庾芳作負(fù)責(zé)新屋下組、嶺足下組、李家組，鐘志芳、李桂紅負(fù)責(zé)花果山組、橋頭組、坳頭組，做到村不漏組，組不漏戶，重點(diǎn)戶戶不漏人，力求走訪面達(dá)到100%。

（三）主要工作內(nèi)容

1、廣泛開展大宣傳。通過(guò)召開村組干部會(huì)議、發(fā)征求意見表、張貼標(biāo)語(yǔ)、發(fā)放資料及閑談等多種形式、多種渠道廣泛宣傳黨委政府的方針政策、工作思路及取得的成績(jī)和典型事跡，使廣大群眾對(duì)全鄉(xiāng)各項(xiàng)工作能予以更多的理解、支持和參與。

2、認(rèn)真開展大排查。對(duì)走訪收集的群眾訴求、意見、建議進(jìn)行分類整理，對(duì)突出的、急需的、影響面大的、干部力所能及能予以解決的要及時(shí)上報(bào)并盡快、盡力、盡職切實(shí)加以解決；對(duì)一時(shí)難以解決的個(gè)案問(wèn)題做好說(shuō)明解釋；對(duì)條件不成熟但通過(guò)協(xié)調(diào)爭(zhēng)取政策能解決的要盡力、盡快爭(zhēng)取解決。

3、真心開展大服務(wù)。讓干部下村入組進(jìn)戶，直面群眾，幫助群眾發(fā)展生產(chǎn)，改善生活，解決實(shí)際困難，切實(shí)為群眾辦實(shí)事、解難事、做好事，真心實(shí)意為群眾服務(wù)。

二、工作實(shí)效和存在問(wèn)題

“長(zhǎng)期的發(fā)展靠穩(wěn)定，長(zhǎng)期的穩(wěn)定靠發(fā)展”。近年來(lái)，集龍鄉(xiāng)政府緊緊圍繞縣委、縣政府提出的“建設(shè)一個(gè)中心，打造五個(gè)汝城”決策部署，立足本鄉(xiāng)實(shí)際，積極開拓創(chuàng)新，堅(jiān)持大抓項(xiàng)目、抓大項(xiàng)目，用項(xiàng)目建設(shè)的高潮來(lái)鼓舞民心；堅(jiān)持以人為本，多辦實(shí)事、好事，用改善民生的實(shí)效來(lái)化解民怨；堅(jiān)持穩(wěn)定壓倒一切，筑牢維穩(wěn)基礎(chǔ)，用良好的治安環(huán)境來(lái)保障民利。通過(guò)全鄉(xiāng)人民的共同努力，全鄉(xiāng)經(jīng)濟(jì)和社會(huì)各項(xiàng)事業(yè)得到了良好的發(fā)展，呈現(xiàn)出社會(huì)大局穩(wěn)定，群眾安居樂(lè)業(yè)的良好局面。良好的發(fā)展勢(shì)頭也在走訪中得到了良好的體現(xiàn)，黨委政府的各項(xiàng)工作得到了群眾的普遍認(rèn)可，好聲一片!

同時(shí)也反映上一些具體問(wèn)題。如新屋下組庾芳聰反映建房批地基難（原地基為開天窗，經(jīng)勸說(shuō)改另一地基得以解決）、坳頭組張校生反映小孩上戶難（女方為外地戶口，已通知其到女方開具小孩未在該轄區(qū)上戶的證明即可辦理）等。雖然這些問(wèn)題都讓他們得到了滿意的解決和答復(fù)，但也同時(shí)暴露出我們對(duì)國(guó)家各部門、各單位相關(guān)政策、法規(guī)宣傳的力度、廣度亟需加強(qiáng)，這也是我們政府部門依法行政、依法治理需著力的重點(diǎn)。

匯報(bào)人：201*年4月24日

擴(kuò)展閱讀：丁卯民調(diào)司法中心計(jì)算結(jié)果

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設(shè)計(jì)項(xiàng)目:丁卯民調(diào)、司法中心項(xiàng)目特種設(shè)備作業(yè)人員培訓(xùn)考核中心地下室基坑支護(hù)工程AB段----------------------------------------------------------------------

[設(shè)計(jì)簡(jiǎn)圖]

----------------------------------------------------------------------[設(shè)計(jì)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：5.650(m)基坑內(nèi)地下水深度：6.150(m)基坑外地下水深度：1.000(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(hào)水平投影(m)豎向投影(m)傾角(°)11.6955.65073.3

[土層參數(shù)]土層層數(shù)4

序號(hào)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泊松比變形模量

(m)(kN/m^3)(kN/m^3)(kPa)(度)(kPa)(kPa)

1雜填土1.78018.018.08.010.018.018.0合算0.2507.000

2素填土2.00017.617.69.42.816.016.0合算0.2507.000

3粘性土0.80018.118.120.03.935.035.0合算0.2507.000

4粘性土4.10019.519.554.910.460.060.0合算0.2507.000

[超載參數(shù)]

超載數(shù)1

序號(hào)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(zhǎng)度(m)1滿布均布20.000

[土釘參數(shù)]

土釘?shù)罃?shù)5

序號(hào)水平間距(m)垂直間距(m)入射角度(度)鉆孔直徑(mm)11.0000.80015.012021.0001.00015.012031.0001.00015.010041.0001.10015.010051.4001.10015.0100

[坑內(nèi)土不加固]

施工過(guò)程中局部抗拉滿足系數(shù):1.000施工過(guò)程中內(nèi)部穩(wěn)定滿足系數(shù):1.000

[內(nèi)部穩(wěn)定設(shè)計(jì)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圓弧滑動(dòng)坡底截止深度(m)：0.000(m)圓弧滑動(dòng)坡底滑面步長(zhǎng)(m)：1.000(m)

----------------------------------------------------------------------[設(shè)計(jì)結(jié)果]

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[局部抗拉設(shè)計(jì)結(jié)果]

工況開挖深度破裂角土釘號(hào)設(shè)計(jì)長(zhǎng)度最大長(zhǎng)度(工況)拉力標(biāo)準(zhǔn)值拉力設(shè)計(jì)值(m)(度)(m)(m)Tjk(kN)Tj(kN)10.80041.7021.80041.60

32.80040.3112.31512.315(3)45.256.543.90039.714.39312.315(3)8.911.127.0767.076(4)20.825.955.00039.715.26412.315(3)8.911.127.7417.741(5)20.725.937.5037.503(5)35.143.865.65040.015.73612.315(3)8.911.127.9317.931(6)20.725.837.7887.788(6)37.046.345.3595.359(6)41.251.575.65040.015.73612.315(3)8.911.127.9317.931(6)20.725.837.7887.788(6)37.046.345.3595.359(6)41.251.550.9190.919(7)5.46.[內(nèi)部穩(wěn)定設(shè)計(jì)結(jié)果]

工況號(hào)安全系數(shù)圓心坐標(biāo)x(m)圓心坐標(biāo)y(m)半徑(m)土釘號(hào)土釘長(zhǎng)度10.9740.2467.3862.81020.763-1.0368.2964.95631.105-0.7027.5254.928

114.00041.305-1.6188.1826.677

114.000214.00051.706-1.6298.1946.692

114.000214.00039.00061.706-1.6308.1956.694

114.000214.00039.00046.00071.706-1.6308.1956.694

114.000214.00039.00046.00056.000

[土釘選筋計(jì)算結(jié)果]

土釘號(hào)土釘拉力(抗拉)土釘拉力(穩(wěn)定)計(jì)算鋼筋面積配筋配筋面積156.578.9254.51D20314.2225.9118.4382.01D25490.9346.370.6227.61D18254.5451.572.3233.41D18254.556.782.7266.81D20314.2

[噴射混凝土面層計(jì)算]

[計(jì)算參數(shù)]

厚度：100(mm)混凝土強(qiáng)度等級(jí):C20

配筋計(jì)算as:15(mm)水平配筋:d8@200豎向配筋:d8@200配筋計(jì)算as:15荷載分項(xiàng)系數(shù):1.200

[計(jì)算結(jié)果]

編號(hào)深度范圍荷載值(kPa)軸向M(kN.m)As(mm^2)實(shí)配As(mm^2)10.00~0.806.9x0.1470.0021.0008.2251.3y0.2460.0031.00013.8251.320.80~1.8020.7x0.7620.0101.00042.7251.y0.7620.0101.00042.7251.331.80~2.8045.1x1.6600.0210.99094.0251.3y1.6600.0210.99094.0251.342.80~3.9062.3x2.7880.0350.982159.0251.3y2.2430.0280.986127.4251.353.90~5.0034.1x1.3610.0170.99176.9251.3y2.3830.0300.985135.5251.365.00~5.650.0x0.0000.0001.0000.0251.3y0.0000.0001.0000.0251.3

[外部穩(wěn)定計(jì)算參數(shù)]

所依據(jù)的規(guī)程：《建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范》GB50007-201*計(jì)算長(zhǎng)度:10.000(m)墻基底傾角:0.0(度)墻背傾角:90.0(度)土對(duì)土釘墻墻背的摩擦角:10.0(度)土對(duì)土釘墻基底的摩擦系數(shù):0.300抗傾覆驗(yàn)算傾覆點(diǎn)距原點(diǎn)(坡腳)的距離:0.000(m)墻底地基承載力:220.0(kPa)承載力安全系數(shù)：1.200抗水平滑動(dòng)安全系數(shù)：1.300抗傾覆安全系數(shù)：1.600

[外部穩(wěn)定計(jì)算結(jié)果]

重力:507.5(kN)重心坐標(biāo):(5.460,3.067）超載:166.1(kN)超載作用點(diǎn)x坐標(biāo):5.847(m)土壓力:20.3(kPa)土壓力作用點(diǎn)y坐標(biāo):1.921(m)

基底平均壓力設(shè)計(jì)值67.7(kPa)<220.0

基底邊緣最大壓力設(shè)計(jì)值78.9(kPa)<1.2*220.0抗滑安全系數(shù):1.585>1.300抗傾覆安全系數(shù):18.348>1.6----------------------------------------------------------------------

設(shè)計(jì)項(xiàng)目:丁卯民調(diào)、司法中心項(xiàng)目特種設(shè)備作業(yè)人員培訓(xùn)考核中心地下室基坑支護(hù)工程BC段----------------------------------------------------------------------

[設(shè)計(jì)簡(jiǎn)圖]

----------------------------------------------------------------------[設(shè)計(jì)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：5.650(m)基坑內(nèi)地下水深度：6.150(m)基坑外地下水深度：1.000(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(hào)水平投影(m)豎向投影(m)傾角(°)10.0005.65090.0

[土層參數(shù)]土層層數(shù)4

序號(hào)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泊松比變形模量

(m)(kN/m^3)(kN/m^3)(kPa)(度)(kPa)(kPa)

1雜填土2.55018.018.08.010.018.018.0合算0.2507.02素填土1.201*7.617.69.42.816.016.0合算0.2507.000

3粘性土1.201*8.118.120.03.935.035.0合算0.2507.000

4粘性土6.70019.519.554.910.460.060.0合算0.2507.000

[超載參數(shù)]

超載數(shù)1

序號(hào)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(zhǎng)度(m)1滿布均布20.000

[土釘參數(shù)]

土釘?shù)罃?shù)5

序號(hào)水平間距(m)垂直間距(m)入射角度(度)鉆孔直徑(mm)11.0000.80015.015021.0001.00015.015031.0001.00015.010041.0001.10015.010051.4001.10015.0100

[坑內(nèi)土不加固]

施工過(guò)程中局部抗拉滿足系數(shù):1.000施工過(guò)程中內(nèi)部穩(wěn)定滿足系數(shù):1.000

[內(nèi)部穩(wěn)定設(shè)計(jì)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圓弧滑動(dòng)坡底截止深度(m)：0.000(m)圓弧滑動(dòng)坡底滑面步長(zhǎng)(m)：1.000(m)

----------------------------------------------------------------------[設(shè)計(jì)結(jié)果]

----------------------------------------------------------------------

[局部抗拉設(shè)計(jì)結(jié)果]

工況開挖深度破裂角土釘號(hào)設(shè)計(jì)長(zhǎng)度最大長(zhǎng)度(工況)拉力標(biāo)準(zhǔn)值拉力設(shè)計(jì)值(m)(度)(m)(m)Tjk(kN)Tj(kN)10.80050.0021.80050.00

32.80049.7111.98411.984(3)55.369.143.90048.814.57111.984(3)12.015.026.6106.610(4)24.330.455.00048.415.41111.984(3)12.015.027.5407.540(5)24.330.438.9228.922(5)44.856.065.65048.615.87311.984(3)12.015.027.7807.780(6)24.330.439.2899.289(6)47.659.547.2637.263(6)55.969.975.65048.615.87311.984(3)12.015.27.7807.780(6)24.330.439.2899.289(6)47.659.547.2637.263(6)55.969.953.8273.827(7)38.848.5

[內(nèi)部穩(wěn)定設(shè)計(jì)結(jié)果]

工況號(hào)安全系數(shù)圓心坐標(biāo)x(m)圓心坐標(biāo)y(m)半徑(m)土釘號(hào)土釘長(zhǎng)度10.831-2.7239.2795.201*0.617-6.8178.8158.43331.019-7.27110.15810.309

114.00041.254-7.78811.20612.135

114.000214.00051.706-7.75311.17812.091

114.000214.000312.00061.706-7.76511.18712.106

114.000214.000312.00049.00071.706-7.76511.18712.106

114.000214.000312.00049.00059.000

[土釘選筋計(jì)算結(jié)果]

土釘號(hào)土釘拉力(抗拉)土釘拉力(穩(wěn)定)計(jì)算鋼筋面積配筋配筋面積169.1100.2323.11D22380.1230.4141.0454.81D25490.9359.5112.6363.11D22380.1469.9115.8373.61D22380.1548.5136.9441.51D25490.9

[噴射混凝土面層計(jì)算]

[計(jì)算參數(shù)]

厚度：100(mm)混凝土強(qiáng)度等級(jí):C20

配筋計(jì)算as:15(mm)水平配筋:d8@200豎向配筋:d8@200配筋計(jì)算as:15荷載分項(xiàng)系數(shù):1.2[計(jì)算結(jié)果]

編號(hào)深度范圍荷載值(kPa)軸向M(kN.m)As(mm^2)實(shí)配As(mm^2)10.00~0.806.9x0.1470.0021.0008.2251.3y0.2460.0031.00013.8251.320.80~1.8020.6x0.7570.0101.00042.4251.3y0.7570.0101.00042.4251.331.80~2.8038.6x1.4190.0180.99180.2251.3y1.4190.0180.99180.2251.342.80~3.9061.9x2.7700.0350.982158.0251.3y2.2280.0280.986126.6251.353.90~5.0056.4x2.2480.0280.986127.7251.3y3.9360.0500.974226.3251.365.00~5.650.0x0.0000.0001.0000.0251.3y0.0000.0001.0000.0251.3

[外部穩(wěn)定計(jì)算參數(shù)]

所依據(jù)的規(guī)程：《建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范》GB50007-201*計(jì)算長(zhǎng)度:11.000(m)墻基底傾角:0.0(度)墻背傾角:90.0(度)土對(duì)土釘墻墻背的摩擦角:10.0(度)土對(duì)土釘墻基底的摩擦系數(shù):0.300抗傾覆驗(yàn)算傾覆點(diǎn)距原點(diǎn)(坡腳)的距離:0.000(m)墻底地基承載力:220.0(kPa)承載力安全系數(shù)：1.200抗水平滑動(dòng)安全系數(shù)：1.300抗傾覆安全系數(shù)：1.600

[外部穩(wěn)定計(jì)算結(jié)果]

重力:614.8(kN)重心坐標(biāo):(5.500,3.194）超載:220.0(kN)超載作用點(diǎn)x坐標(biāo):5.500(m)土壓力:39.2(kPa)土壓力作用點(diǎn)y坐標(biāo):1.921(m)

基底平均壓力設(shè)計(jì)值76.5(kPa)<220.0

基底邊緣最大壓力設(shè)計(jì)值86.6(kPa)<1.2*220.0抗滑安全系數(shù):1.721>1.300抗傾覆安全系數(shù):19.318>1.6----------------------------------------------------------------------

設(shè)計(jì)項(xiàng)目:丁卯民調(diào)、司法中心項(xiàng)目特種設(shè)備作業(yè)人員培訓(xùn)考核中心地下室基坑支護(hù)工程CD段----------------------------------------------------------------------

[設(shè)計(jì)簡(jiǎn)圖]

----------------------------------------------------------------------[設(shè)計(jì)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：5.650(m)基坑內(nèi)地下水深度：6.150(m)基坑外地下水深度：1.000(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(hào)水平投影(m)豎向投影(m)傾角(°)10.0005.65090.0

[土層參數(shù)]土層層數(shù)3

序號(hào)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泊松比變形模量

(m)(kN/m^3)(kN/m^3)(kPa)(度)(kPa)(kPa)

1雜填土1.58018.018.08.010.018.018.0合算0.2507.000

2粘性土4.80018.118.120.03.935.035.0合算0.2507.000

3粘性土7.10019.519.554.910.960.060.0合算0.2507.000

[超載參數(shù)]

超載數(shù)1

序號(hào)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1滿布均布20.000

[土釘參數(shù)]

土釘?shù)罃?shù)5

序號(hào)水平間距(m)垂直間距(m)入射角度(度)鉆孔直徑(mm)11.0000.80015.012021.0001.00015.012031.0001.00015.010041.0001.10015.010051.0001.10015.0100

[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]

施工過(guò)程中局部抗拉滿足系數(shù):1.000施工過(guò)程中內(nèi)部穩(wěn)定滿足系數(shù):1.000

[內(nèi)部穩(wěn)定設(shè)計(jì)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圓弧滑動(dòng)坡底截止深度(m)：0.000(m)圓弧滑動(dòng)坡底滑面步長(zhǎng)(m)：1.000(m)

----------------------------------------------------------------------[設(shè)計(jì)結(jié)果]

----------------------------------------------------------------------

[局部抗拉設(shè)計(jì)結(jié)果]

工況開挖深度破裂角土釘號(hào)設(shè)計(jì)長(zhǎng)度最大長(zhǎng)度(工況)拉力標(biāo)準(zhǔn)值拉力設(shè)計(jì)值(m)(度)(m)(m)Tjk(kN)Tj(kN)

長(zhǎng)度(m)10.80050.0021.80049.60

32.80048.716.6736.673(3)36.145.243.90048.214.1296.673(3)12.015.023.2563.256(4)13.717.155.00047.914.6366.673(3)12.015.024.0964.096(5)13.717.135.3555.355(5)25.031.365.65047.815.1376.673(3)12.015.024.5954.595(6)13.717.136.0996.099(6)26.733.448.3148.314(6)47.359.175.65047.815.1376.673(3)12.015.024.5954.595(6)13.717.136.0996.099(6)26.733.448.3148.314(6)47.359.158.9038.903(7)74.292.7

[內(nèi)部穩(wěn)定設(shè)計(jì)結(jié)果]

工況號(hào)安全系數(shù)圓心坐標(biāo)x(m)圓心坐標(biāo)y(m)半徑(m)土釘號(hào)土釘長(zhǎng)度10.831-2.7239.2795.201*0.629-6.5729.3368.42232.459-8.37210.47510.542

112.00042.457-8.89210.80411.154

112.000212.00051.294-16.15517.67423.469

112.000212.000312.00061.323-17.17520.23626.542

112.000212.000312.000411.00071.578-17.17520.23626.542

112.000212.000312.000411.00059.000

[土釘選筋計(jì)算結(jié)果]

土釘號(hào)土釘拉力(抗拉)土釘拉力(穩(wěn)定)計(jì)算鋼筋面積配筋配筋面積145.2135.8438.01D25490.9217.1141.4456.21D25490.9333.4113.0364.41D22380.1459.1115.3371.81D22380.1592.7121.3391.21D25490.

[噴射混凝土面層計(jì)算]

[計(jì)算參數(shù)]

厚度：100(mm)混凝土強(qiáng)度等級(jí):C20

配筋計(jì)算as:15(mm)水平配筋:d8@200豎向配筋:d8@200配筋計(jì)算as:15荷載分項(xiàng)系數(shù):1.200

[計(jì)算結(jié)果]

編號(hào)深度范圍荷載值(kPa)軸向M(kN.m)10.00~0.806.9x0.1470.0021.0008.2251.3y0.2460.0031.00013.8251.320.80~1.8016.5x0.6070.0081.00034.0251.3y0.6070.0081.00034.0251.331.80~2.8019.5x0.7190.0091.00040.3251.3y0.7190.0091.00040.3251.342.80~3.9039.4x1.7650.0220.989100.0251.3y1.4200.0180.99180.3251.353.90~5.0060.3x2.6980.0340.983153.8251.3y2.1710.0270.986123.3251.365.00~5.6576.9x0.8870.0110.99449.9251.3y2.4360.0310.985138.6251.3

[外部穩(wěn)定計(jì)算參數(shù)]

所依據(jù)的規(guī)程：《建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范》GB50007-201*計(jì)算長(zhǎng)度:11.000(m)墻基底傾角:0.0(度)墻背傾角:90.0(度)土對(duì)土釘墻墻背的摩擦角:10.0(度)土對(duì)土釘墻基底的摩擦系數(shù):0.300抗傾覆驗(yàn)算傾覆點(diǎn)距原點(diǎn)(坡腳)的距離:0.000(m)墻底地基承載力:100.0(kPa)承載力安全系數(shù)：1.200抗水平滑動(dòng)安全系數(shù)：1.300抗傾覆安全系數(shù)：1.600

[外部穩(wěn)定計(jì)算結(jié)果]

重力:611.7(kN)重心坐標(biāo):(5.500,3.237）超載:220.0(kN)超載作用點(diǎn)x坐標(biāo):5.500(m)土壓力:45.2(kPa)土壓力作用點(diǎn)y坐標(biāo):1.921(m)

基底平均壓力設(shè)計(jì)值76.3(kPa)<100.0

基底邊緣最大壓力設(shè)計(jì)值86.7(kPa)<1.2*100.0抗滑安全系數(shù):1.650>1.300抗傾覆安全系數(shù):18.428>1.600

As(mm^2)實(shí)配As(mm^2)----------------------------------------------------------------------

設(shè)計(jì)項(xiàng)目:丁卯民調(diào)、司法中心項(xiàng)目特種設(shè)備作業(yè)人員培訓(xùn)考核中心地下室基坑支護(hù)工程DE段----------------------------------------------------------------------

[設(shè)計(jì)簡(jiǎn)圖]

----------------------------------------------------------------------[設(shè)計(jì)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：5.650(m)基坑內(nèi)地下水深度：6.150(m)基坑外地下水深度：1.000(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(hào)水平投影(m)豎向投影(m)傾角(°)12.2605.65068.2

[土層參數(shù)]土層層數(shù)3

序號(hào)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泊松比變形模量

(m)(kN/m^3)(kN/m^3)(kPa)(度)(kPa)(kPa)

1雜填土3.0201*.018.08.010.018.018.0合算0.2507.000

2粘性土3.70018.118.120.03.935.035.0合算0.2507.000

3粘性土4.201*9.519.554.910.960.060.0合算0.2507.000

[超載參數(shù)]

超載數(shù)1

序號(hào)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(zhǎng)度(m)1滿布均布20.000

[土釘參數(shù)]

土釘?shù)罃?shù)5

序號(hào)水平間距(m)垂直間距(m)入射角度(度)鉆孔直徑(mm)11.0000.80015.012021.0001.00015.012031.201*.00015.010041.201*.10015.010051.201*.10015.0100

[坑內(nèi)土不加固]

施工過(guò)程中局部抗拉滿足系數(shù):1.000施工過(guò)程中內(nèi)部穩(wěn)定滿足系數(shù):1.000

[內(nèi)部穩(wěn)定設(shè)計(jì)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圓弧滑動(dòng)坡底截止深度(m)：0.000(m)圓弧滑動(dòng)坡底滑面步長(zhǎng)(m)：1.000(m)

----------------------------------------------------------------------[設(shè)計(jì)結(jié)果]

----------------------------------------------------------------------

[局部抗拉設(shè)計(jì)結(jié)果]

工況開挖深度破裂角土釘號(hào)設(shè)計(jì)長(zhǎng)度最大長(zhǎng)度(工況)拉力標(biāo)準(zhǔn)值拉力設(shè)計(jì)值(m)(度)(m)(m)Tjk(kN)Tj(kN)10.80039.1021.80039.10

32.80039.119.1449.144(3)35.043.843.90038.413.9779.144(3)8.010.025.0055.005(4)16.220.355.00037.914.7969.144(3)8.110.125.4305.430(5)16.420.535.5675.567(5)27.534.465.65037.715.2789.144(3)8.110.125.6795.679(6)16.520.636.2486.248(6)29.036.346.8736.873(6)38.448.075.65037.715.2789.144(3)8.110.125.6795.679(6)16.520.636.2486.248(6)29.036.346.8736.873(6)38.448.58.2208.220(7)60.275.3

[內(nèi)部穩(wěn)定設(shè)計(jì)結(jié)果]

工況號(hào)安全系數(shù)圓心坐標(biāo)x(m)圓心坐標(biāo)y(m)半徑(m)土釘號(hào)土釘長(zhǎng)度11.0331.1366.8802.18420.810-0.2907.8944.43931.377-1.1058.2625.859

112.00041.950-1.2397.9055.751

112.00029.00052.808-1.2447.9105.758

112.00029.00039.00062.806-1.2167.8835.722

112.00029.00039.00049.00072.806-1.2167.8835.722

112.00029.00039.00049.00059.000

[土釘選筋計(jì)算結(jié)果]

土釘號(hào)土釘拉力(抗拉)土釘拉力(穩(wěn)定)計(jì)算鋼筋面積配筋配筋面積143.893.4301.21D20314.2220.681.4262.71D20314.2336.393.0300.01D20314.2448.081.8263.91D20314.2575.3100.6324.51D22380.1

[噴射混凝土面層計(jì)算]

[計(jì)算參數(shù)]

厚度：100(mm)混凝土強(qiáng)度等級(jí):C20

配筋計(jì)算as:15(mm)水平配筋:d8@200豎向配筋:d8@200配筋計(jì)算as:15荷載分項(xiàng)系數(shù):1.200

[計(jì)算結(jié)果]

編號(hào)深度范圍荷載值(kPa)軸向M(kN.m)As(mm^2)實(shí)配As(mm^2)10.00~0.806.9x0.1470.0021.0008.2251.y0.2460.0031.00013.8251.320.80~1.8020.6x0.7570.0101.00042.4251.3y0.7570.0101.00042.4251.331.80~2.8035.8x1.2280.0150.99269.3251.3y1.8740.0240.988106.2251.342.80~3.9042.1x1.8390.0230.988104.2251.3y2.2450.0280.986127.6251.353.90~5.0060.1x2.6270.0330.983149.6251.3y3.2060.0400.979183.4251.365.00~5.6576.7x0.6610.0081.00037.0251.3y2.9310.0370.981167.3251.3

[外部穩(wěn)定計(jì)算參數(shù)]

所依據(jù)的規(guī)程：《建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范》GB50007-201*計(jì)算長(zhǎng)度:12.000(m)墻基底傾角:0.0(度)墻背傾角:90.0(度)土對(duì)土釘墻墻背的摩擦角:10.0(度)土對(duì)土釘墻基底的摩擦系數(shù):0.300抗傾覆驗(yàn)算傾覆點(diǎn)距原點(diǎn)(坡腳)的距離:0.000(m)墻底地基承載力:100.0(kPa)承載力安全系數(shù)：1.200抗水平滑動(dòng)安全系數(shù)：1.300抗傾覆安全系數(shù)：1.600

[外部穩(wěn)定計(jì)算結(jié)果]

重力:593.7(kN)重心坐標(biāo):(6.625,3.125）超載:194.8(kN)超載作用點(diǎn)x坐標(biāo):7.130(m)土壓力:65.7(kPa)土壓力作用點(diǎn)y坐標(biāo):1.921(m)

基底平均壓力設(shè)計(jì)值66.7(kPa)<100.0

基底邊緣最大壓力設(shè)計(jì)值82.0(kPa)<1.2*100.0抗滑安全系數(shù):1.389>1.300抗傾覆安全系數(shù):18.718>1.6----------------------------------------------------------------------

設(shè)計(jì)項(xiàng)目:丁卯民調(diào)、司法中心項(xiàng)目特種設(shè)備作業(yè)人員培訓(xùn)考核中心地下室基坑支護(hù)工程EFG段----------------------------------------------------------------------

[設(shè)計(jì)簡(jiǎn)圖]

----------------------------------------------------------------------[設(shè)計(jì)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：5.650(m)基坑內(nèi)地下水深度：6.150(m)基坑外地下水深度：1.000(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(hào)水平投影(m)豎向投影(m)傾角(°)13.3905.65059.0

[土層參數(shù)]土層層數(shù)2

序號(hào)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泊松比變形模量

(m)(kN/m^3)(kN/m^3)(kPa)(度)(kPa)(kPa)

1雜填土1.80018.018.08.010.018.018.0合算0.2507.000

2粘性土7.40019.519.554.910.960.060.0合算0.2507.000

[超載參數(shù)]

超載數(shù)1

序號(hào)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(zhǎng)度(m)1滿布均布20.000

[土釘參數(shù)]

土釘?shù)罃?shù)4

序號(hào)水平間距(m)垂直間距(m)入射角度(度)鉆孔直徑(mm)11.0000.80015.012021.4001.40015.012031.4001.40015.010041.4001.40015.0100

[坑內(nèi)土不加固]

施工過(guò)程中局部抗拉滿足系數(shù):1.000施工過(guò)程中內(nèi)部穩(wěn)定滿足系數(shù):1.000

[內(nèi)部穩(wěn)定設(shè)計(jì)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圓弧滑動(dòng)坡底截止深度(m)：0.000(m)圓弧滑動(dòng)坡底滑面步長(zhǎng)(m)：1.000(m)

----------------------------------------------------------------------[設(shè)計(jì)結(jié)果]

----------------------------------------------------------------------

[局部抗拉設(shè)計(jì)結(jié)果]

工況開挖深度破裂角土釘號(hào)設(shè)計(jì)長(zhǎng)度最大長(zhǎng)度(工況)拉力標(biāo)準(zhǔn)值拉力設(shè)計(jì)值(m)(度)(m)(m)Tjk(kN)Tj(kN)10.80034.5022.201*4.60

33.60034.714.1184.118(3)12.315.445.00034.814.1144.118(3)8.610.822.1232.123(4)5.16.455.65034.814.2354.235(5)8.610.822.5282.528(5)5.16.431.2831.283(5)0.00.065.65034.814.2354.235(5)8.610.822.5282.528(5)5.16.431.2831.283(5)0.00.040.4070.407(6)0.00.0

[內(nèi)部穩(wěn)定設(shè)計(jì)結(jié)果]

工況號(hào)安全系數(shù)圓心坐標(biāo)x(m)圓心坐標(biāo)y(m)半徑(m)土釘號(hào)土釘長(zhǎng)度11.1942.5106.3741.57620.9421.8418.0324.20932.0341.8478.0224.116.00042.0331.8558.0084.183

16.00026.00052.0361.8338.0444.221

16.00026.00036.00062.0361.8338.0444.221

16.00026.00036.00046.000

[土釘選筋計(jì)算結(jié)果]

土釘號(hào)土釘拉力(抗拉)土釘拉力(穩(wěn)定)計(jì)算鋼筋面積配筋配筋面積115.465.8212.31D18254.526.499.7321.51D22380.130.084.3271.81D20314.240.085.4275.61D20314.2

[噴射混凝土面層計(jì)算]

[計(jì)算參數(shù)]

厚度：100(mm)混凝土強(qiáng)度等級(jí):C20

配筋計(jì)算as:15(mm)水平配筋:d8@200豎向配筋:d8@200配筋計(jì)算as:15荷載分項(xiàng)系數(shù):1.200

[計(jì)算結(jié)果]

編號(hào)深度范圍荷載值(kPa)軸向M(kN.m)As(mm^2)實(shí)配As(mm^2)10.00~0.806.9x0.1470.0021.0008.2251.3y0.2460.0031.00013.8251.320.80~2.201*.7x1.0590.0130.99359.7251.3y1.0590.0130.99359.7251.332.20~3.600.0x0.0000.0001.0000.0251.3y0.0000.0001.0000.0251.343.60~5.000.0x0.0000.0001.0000.0251.3y0.0000.0001.0000.0251.355.00~5.650.0x0.0000.0001.0000.0251.3y0.0000.0001.0000.0251.3

[外部穩(wěn)定計(jì)算參數(shù)]

所依據(jù)的規(guī)程：《建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范》GB50007-201*計(jì)算長(zhǎng)度:8.000(m)墻基底傾角:0.0(度)墻背傾角:90.0(度)土對(duì)土釘墻墻背的摩擦角:10.0(度)土對(duì)土釘墻基底的摩擦系數(shù):0.300抗傾覆驗(yàn)算傾覆點(diǎn)距原點(diǎn)(坡腳)的距離:0.000(m)墻底地基承載力:220.0(kPa)承載力安全系數(shù)：1.200抗水平滑動(dòng)安全系數(shù)：1.300抗傾覆安全系數(shù)：1.600

[外部穩(wěn)定計(jì)算結(jié)果]

重力:373.6(kN)重心坐標(biāo):(4.849,2.829超載:92.2(kN)超載作用點(diǎn)x坐標(biāo):5.695(m)土壓力:-157.3(kPa)土壓力作用點(diǎn)y坐標(biāo):1.921(m)

基底平均壓力設(shè)計(jì)值54.8(kPa)<220.0

基底邊緣最大壓力設(shè)計(jì)值101.2(kPa)<1.2*220.0抗滑安全系數(shù):12.000>1.300抗傾覆安全系數(shù):21.000>1.600

）----------------------------------------------------------------------

設(shè)計(jì)項(xiàng)目:丁卯民調(diào)、司法中心項(xiàng)目特種設(shè)備作業(yè)人員培訓(xùn)考核中心地下室基坑支護(hù)工程GA段----------------------------------------------------------------------

[設(shè)計(jì)簡(jiǎn)圖]

----------------------------------------------------------------------[設(shè)計(jì)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：5.650(m)基坑內(nèi)地下水深度：6.150(m)基坑外地下水深度：1.000(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(hào)水平投影(m)豎向投影(m)傾角(°)11.6955.65073.3

[土層參數(shù)]土層層數(shù)4

序號(hào)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泊松比變形模量

(m)(kN/m^3)(kN/m^3)(kPa)(度)(kPa)(kPa)

1雜填土0.69018.018.08.010.018.018.0合算0.2507.000

2素填土3.00017.617.69.42.816.016.0合算0.2507.000

3粘性土0.80018.118.120.03.935.035.0合算0.2507.000

4粘性土3.98519.519.554.910.460.060.0合算0.2507.0

[超載參數(shù)]

超載數(shù)1

序號(hào)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(zhǎng)度(m)1滿布均布20.000

[土釘參數(shù)]

土釘?shù)罃?shù)5

序號(hào)水平間距(m)垂直間距(m)入射角度(度)鉆孔直徑(mm)11.0000.80015.015021.0001.00015.012031.0001.00015.010041.0001.10015.010051.4001.10015.0100

[坑內(nèi)土不加固]

施工過(guò)程中局部抗拉滿足系數(shù):1.000施工過(guò)程中內(nèi)部穩(wěn)定滿足系數(shù):1.000

[內(nèi)部穩(wěn)定設(shè)計(jì)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圓弧滑動(dòng)坡底截止深度(m)：0.000(m)圓弧滑動(dòng)坡底滑面步長(zhǎng)(m)：1.000(m)

----------------------------------------------------------------------[設(shè)計(jì)結(jié)果]

----------------------------------------------------------------------

[局部抗拉設(shè)計(jì)結(jié)果]

工況開挖深度破裂角土釘號(hào)設(shè)計(jì)長(zhǎng)度最大長(zhǎng)度(工況)拉力標(biāo)準(zhǔn)值拉力設(shè)計(jì)值(m)(度)(m)(m)Tjk(kN)Tj(kN)10.80041.2021.80039.40

32.80038.9111.58011.580(3)49.261.643.90038.714.54111.580(3)10.513.127.4817.481(4)22.828.555.00039.015.30311.580(3)10.413.127.8267.826(5)22.728.437.2657.265(5)35.143.965.65039.315.72111.580(3)10.413.028.0128.012(6)22.628.337.5487.548(6)37.046.345.0895.089(6)39.549.475.65039.315.72111.580(3)10.413.028.0128.012(6)22.628.337.5487.548(6)37.046.345.0895.089(6)39.549.450.4660.466(7)0.00.0

[內(nèi)部穩(wěn)定設(shè)計(jì)結(jié)果]

工況號(hào)安全系數(shù)圓心坐標(biāo)x(m)圓心坐標(biāo)y(m)半徑(m)土釘號(hào)土釘長(zhǎng)度10.9880.2817.3432.75520.712-0.2417.4123.82631.299-1.2568.1195.676

114.00041.358-2.1458.9367.493

114.000212.00051.794-2.1588.9507.510

114.000212.00039.00061.795-2.1628.9557.516

114.000212.00039.00046.00071.795-2.1628.9557.516

114.000212.00039.00046.00056.000

[土釘選筋計(jì)算結(jié)果]

土釘號(hào)土釘拉力(抗拉)土釘拉力(穩(wěn)定)計(jì)算鋼筋面積配筋配筋面積161.6118.5382.21D25490.9228.595.2307.21D20314.2346.373.7237.71D18254.5449.475.0242.01D18254.550.082.7266.81D20314.2

[噴射混凝土面層計(jì)算]

[計(jì)算參數(shù)]

厚度：100(mm)混凝土強(qiáng)度等級(jí):C20

配筋計(jì)算as:15(mm)水平配筋:d8@200豎向配筋:d8@200配筋計(jì)算as:15荷載分項(xiàng)系數(shù):1.200

[計(jì)算結(jié)果]

編號(hào)深度范圍荷載值(kPa)軸向M(kN.m)As(mm^2)實(shí)配As(mm^2)10.00~0.807.2x0.1550.0021.0008.7251.3y0.2600.0031.00014.5251.320.80~1.8025.5x0.9380.0120.99452.8251.3y0.9380.0120.99452.8251.31.80~2.8044.6x1.6420.0210.99093.0251.3y1.6420.0210.99093.0251.342.80~3.9059.6x2.6680.0340.983152.1251.3y2.1470.0270.986121.9251.353.90~5.0028.9x1.1540.0150.99365.1251.3y2.0210.0250.987114.7251.365.00~5.650.0x0.0000.0001.0000.0251.3y0.0000.0001.0000.0251.3

[外部穩(wěn)定計(jì)算參數(shù)]

所依據(jù)的規(guī)程：《建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范》GBJ7-89

計(jì)算長(zhǎng)度:10.000(m)墻基底傾角:0.0(度)墻背傾角:90.0(度)土對(duì)土釘墻墻背的摩擦角:10.0(度)土對(duì)土釘墻基底的摩擦系數(shù):0.300抗傾覆驗(yàn)算傾覆點(diǎn)距原點(diǎn)(坡腳)的距離:0.000(m)墻底地基承載力:220.0(kPa)承載力安全系數(shù)：1.200抗水平滑動(dòng)安全系數(shù)：1.300抗傾覆安全系數(shù)：1.600

[外部穩(wěn)定計(jì)算結(jié)果]

重力:505.3(kN)重心坐標(biāo):(5.458,3.051）超載:166.1(kN)超載作用點(diǎn)x坐標(biāo):5.847(m)土壓力:15.6(kPa)土壓力作用點(diǎn)y坐標(biāo):1.921(m)

基底平均壓力設(shè)計(jì)值67.4(kPa)<220.0

基底邊緣最大壓力設(shè)計(jì)值78.7(kPa)<1.2*220.0抗滑安全系數(shù):1.639>1.300抗傾覆安全系數(shù):19.083>1.6----------------------------------------------------------------------

設(shè)計(jì)項(xiàng)目:丁卯民調(diào)、司法中心項(xiàng)目特種設(shè)備作業(yè)人員培訓(xùn)考核中心地下室基坑支護(hù)工程A′B′段----------------------------------------------------------------------

[設(shè)計(jì)簡(jiǎn)圖]

----------------------------------------------------------------------[設(shè)計(jì)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：7.300(m)基坑內(nèi)地下水深度：7.800(m)基坑外地下水深度：1.000(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(hào)水平投影(m)豎向投影(m)傾角(°)11.6957.30076.9

[土層參數(shù)]土層層數(shù)4

序號(hào)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泊松比變形模量

(m)(kN/m^3)(kN/m^3)(kPa)(度)(kPa)(kPa)

1雜填土1.78018.018.08.010.018.018.0合算0.2507.000

2素填土2.00017.617.69.42.816.016.0合算0.2507.000

3粘性土0.80018.118.120.03.935.035.0合算0.2507.000

4粘性土6.37019.519.554.910.460.060.0合算0.2507.000

[超載參數(shù)]

超載數(shù)1

序號(hào)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(zhǎng)度(m)1滿布均布20.000

[土釘參數(shù)]

土釘?shù)罃?shù)6

序號(hào)水平間距(m)垂直間距(m)入射角度(度)鉆孔直徑(mm)11.0000.80015.015021.0001.00015.012031.0001.00015.010041.0001.10015.010051.4001.30015.010061.4001.00015.0100

[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]

施工過(guò)程中局部抗拉滿足系數(shù):1.000施工過(guò)程中內(nèi)部穩(wěn)定滿足系數(shù):1.000

[內(nèi)部穩(wěn)定設(shè)計(jì)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圓弧滑動(dòng)坡底截止深度(m)：0.000(m)圓弧滑動(dòng)坡底滑面步長(zhǎng)(m)：1.000(m)

----------------------------------------------------------------------[設(shè)計(jì)結(jié)果]

----------------------------------------------------------------------

[局部抗拉設(shè)計(jì)結(jié)果]

工況開挖深度破裂角土釘號(hào)設(shè)計(jì)長(zhǎng)度最大長(zhǎng)度(工況)拉力標(biāo)準(zhǔn)值拉力設(shè)計(jì)值(m)(度)(m)(m)Tjk(kN)Tj(kN)10.80043.5021.80043.40

32.80042.2111.47311.473(3)48.260.243.90041.514.05111.473(3)9.511.827.4347.434(4)22.027.555.201*1.615.07711.473(3)9.411.27.9677.967(5)22.027.537.7287.728(5)37.246.566.50042.016.01511.473(3)9.411.828.3558.355(6)21.927.438.1388.138(6)39.249.145.9195.919(6)43.754.677.30042.216.54111.473(3)9.411.728.5948.594(7)21.927.338.2758.275(7)39.249.046.5806.580(7)47.659.551.4601.460(7)0.00.061.6851.685(7)10.713.3

[內(nèi)部穩(wěn)定設(shè)計(jì)結(jié)果]

工況號(hào)安全系數(shù)圓心坐標(biāo)x(m)圓心坐標(biāo)y(m)半徑(m)土釘號(hào)土釘長(zhǎng)度10.9350.0159.3933.25620.734-1.80510.9366.24931.211-1.0479.7485.650

114.00041.350-2.05810.5697.613

114.000214.00051.728-2.07610.5887.637

114.000214.00039.00061.727-2.04910.5597.601

114.000214.00039.00049.00071.727-2.04610.5577.597

114.000214.00039.00049.00056.00066.000

[土釘選筋計(jì)算結(jié)果]

土釘號(hào)土釘拉力(抗拉)土釘拉力(穩(wěn)定)計(jì)算鋼筋面積配筋配筋面積160.298.7318.31D22380.1227.5118.3381.71D25490.9349.170.7228.21D18254.5459.5125.3404.21D25490.950.077.1248.71D18254.5613.380.7260.21D20314.2

[噴射混凝土面層計(jì)算]

[計(jì)算參數(shù)]

厚度：100(mm)混凝土強(qiáng)度等級(jí):C20

配筋計(jì)算as:15(mm)水平配筋:d8@200豎向配筋:d8@200配筋計(jì)算as:15荷載分項(xiàng)系數(shù):1.200

[計(jì)算結(jié)果]

編號(hào)深度范圍荷載值(kPa)軸向M(kN.m)10.00~0.806.9x0.1470.0021.0008.2251.3y0.2460.0031.00013.8251.320.80~1.8020.7x0.7620.0101.00042.7251.3y0.7620.0101.00042.7251.331.80~2.8045.1x1.6600.0210.99094.0251.3y1.6600.0210.99094.0251.342.80~3.9062.3x2.7880.0350.982159.0251.3y2.2430.0280.986127.4251.353.90~5.2028.9x1.7700.0220.989100.3251.3y2.0980.0260.987119.1251.365.20~6.200.0x0.0020.0001.0000.1251.3y0.0030.0001.0000.2251.376.20~7.3010.2x0.4070.0051.00022.8251.3y0.7120.0091.00039.9251.3

[外部穩(wěn)定計(jì)算參數(shù)]

所依據(jù)的規(guī)程：《建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范》GBJ7-89

計(jì)算長(zhǎng)度:13.000(m)墻基底傾角:0.0(度)墻背傾角:90.0(度)土對(duì)土釘墻墻背的摩擦角:10.0(度)土對(duì)土釘墻基底的摩擦系數(shù):0.300抗傾覆驗(yàn)算傾覆點(diǎn)距原點(diǎn)(坡腳)的距離:0.000(m)墻底地基承載力:220.0(kPa)承載力安全系數(shù)：1.200抗水平滑動(dòng)安全系數(shù)：1.300抗傾覆安全系數(shù)：1.600

[外部穩(wěn)定計(jì)算結(jié)果]

重力:867.1(kN)重心坐標(biāo):(6.947,3.848）超載:226.1(kN)超載作用點(diǎn)x坐標(biāo):7.347(m)土壓力:-30.1(kPa)土壓力作用點(diǎn)y坐標(biāo):2.482(m)

基底平均壓力設(shè)計(jì)值83.7(kPa)<220.0

基底邊緣最大壓力設(shè)計(jì)值90.9(kPa)<1.2*220.0抗滑安全系數(shù):1.933>1.300抗傾覆安全系數(shù):22.220>1.600

As(mm^2)實(shí)配As(mm^2)

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