道路竖曲线计算表表格文件下载.xls

道路竖曲线计算表表格文件下载.xls

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"上上海海装装饰饰设设计计有有限限公公司司SHANGHAIM-ZONEINTERIORINTEGRATEDSERVICECO.,LTDSHANGHAIINTERIORDESIGNLTD.CO工工程程报报价价单单业主姓名：

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@#@19/11/内容主材名称品牌等级规格单位数量主材料单价辅材料单价材料合价人工单价合价（一一）客客厅厅及及过过道道工工程程1地砖诺贝尔（600*600）玻化砖M234.00110.000.003740.0015.00510.002墙、顶面批嵌石膏粉、壁丽雅滑石粉腻子、熟胶粉等M2110.006.000.00660.006.00660.003墙、顶乳胶漆多乐士家丽安环保乳胶漆（ICI）一底两面M2110.0012.000.001320.004.00440.004踢脚线瓷砖踢脚线M31.0035.000.001085.006.00186.005衣帽柜双面高密度板，玻璃移门M25.00380.000.001900.0050.00250.006窗套单层木工板、饰面板（柚木饰面）M12.0065.000.00780.0018.00216.007大门门套单层木工板、饰面板（柚木饰面）M5.6065.000.00364.0018.00100.808阳台地砖皇驰（300*300）防滑砖M26.2085.000.00527.0015.0093.009吊顶木龙骨纸面石膏板M235.0085.000.002975.0020.00700.0010门口大理石收口印度绿大理石（含双层磨边,损耗,符合GB标准）只1.00230.000.00230.0025.0025.0011门厅大理石（拼花）项1.002320.000.002320.00400.00400.0012门，门套，酒柜，窗套油漆常春藤无笨油漆（二底三面）M219.3046.000.00887.8025.00482.5013玄关五金，饰面板，磨砂玻璃等项1.001850.000.001850.00400.00400.0014酒柜饰面板，五金等M26.00650.000.003900.0050.00300.0015电视背景墙细木工板，墙纸等M215.00235.000.003525.0050.00750.0016踏步大理石黑金沙大理石M25.30430.000.002279.0030.00159.0017客厅和餐厅大门套双层木工板、饰面板（柚木饰面）M7.2065.000.00468.0018.00129.6018窗台大理石金线米黄大理石（含双层磨边,损耗,符合GB标准）M21.30230.000.00299.0050.0065.0019敲墙粉墙项1.00230.000.00230.000.000.00第1页20做吧台黄水晶大理石，紫罗红大理石，木支架项1.003760.000.003760.00360.00360.00（二二）餐餐厅厅及及过过道道工工程程1地面诺贝尔（600*600）玻化砖M220.00110.000.002200.0020.00400.002墙、顶面批嵌石膏粉、壁丽雅滑石粉腻子、熟胶粉等M243.006.000.00258.006.00258.003墙、顶乳胶漆多乐士家丽安环保乳胶漆（ICI）一底两面M243.0012.000.00516.004.00172.004踢脚线瓷砖踢脚线M16.0035.000.00560.002.0032.005餐厅吊顶木龙骨纸面石膏板M219.0085.000.001615.0020.00380.006门套，油漆常春藤无笨油漆（二底三面）M212.0046.000.00552.0025.00300.007同楼梯做装饰隔断玻璃，鹅卵石等项1.002600.000.002600.00360.00360.008门套双层木工板、饰面板（柚木饰面）M11.0065.000.00715.0018.00198.00（三三）厨厨房房工工程程1地砖诺贝尔（600*600）玻化砖M28.50110.000.00935.0015.00127.502面砖顺辉（300*450）M228.0085.000.002380.0015.00420.003吊顶铝扣板SK阳霸（珠光白色）M29.3085.000.00790.5012.00111.604吊顶顶角线30*30常规阴角线M17.0015.000.00255.003.0051.005窗套单层木工板、饰面板（柚木饰面）M5.0065.000.00325.0018.0090.006地面做防水冷防水涂料M28.5045.000.00382.5010.0085.007地面找平水泥、沙子、胶水M28.5015.000.00127.5015.00127.508封管95砖封、黄沙水泥项1.00210.000.00210.0030.0030.009门下大理石收口条印度绿大理石（含双层磨边,损耗,符合GB标准）只1.00360.000.00360.0025.0025.0010定做整套橱具包含五金厂家定做（美琦丽橱柜）包括拉篮（正，立）M6.201450.000.008990.00100.00620.0011水槽摩恩套餐套1.001200.000.001200.0030.0030.0012门，门套油漆常春藤无笨油漆（二底三面）M26.9046.000.00317.4025.00172.50（五五）卫卫生生间间工工程程1地砖防滑砖（顺辉）M25.0078.000.00390.0015.0075.002面砖450*300（顺辉）M215.0078.000.001170.0015.00225.00第2页4吊顶铝扣板SK阳霸（珠光白色）M25.3085.000.00450.5012.0063.605吊顶顶角线30*30常规阴角线M12.0015.000.00180.003.0036.006门饰面玻璃工艺移门（柚木饰面）扇1.00450.000.00450.0030.0030.007门套双层木工板、外贴饰面板（柚木饰面）M4.8060.000.00288.0016.0076.808地面做防水处理冷防水涂料M25.0065.000.00325.0010.0050.009地面找平水泥、沙子、胶水M25.0015.000.0075.0015.0075.0010地漏防臭地漏只1.0025.000.0025.005.005.0011封管套1.00210.000.00210.0020.0020.0012台盆科勒，金线米黄大理石台面只1.001560.000.001560.00300.00300.0013座便安装科勒只1.00819.000.00819.0050.0050.0014淋浴房安装套1.001650.000.001650.0050.0050.0015淋浴龙头台盆龙头套装套1.00950.000.00950.0040.0040.0016浴霸奥邦个1.00380.000.00380.0050.0050.0017台盆下水套1.00150.000.00150.0020.0020.0018门下大理石收口条印度绿大理石（含双层磨边,损耗,符合GB标准）只1.00230.000.00230.0025.0025.0019毛巾架、草纸盒、浴巾架等不锈钢套1.00350.000.00350.0020.0020.0020防水镜个1.00230.000.00230.0010.0010.0021门，门套油漆常春藤无笨油漆（二底三面）M24.3046.000.00197.8025.00107.50（六六）二二楼楼卫卫生生间间工工程程1地砖防滑砖（顺辉）M25.0078.000.00390.0015.0075.002面砖450*300（顺辉）M219.0078.000.001482.0015.00285.003吊顶铝扣板SK阳霸（珠光白色）M25.60130.000.00728.0012.0067.204吊顶顶角线30*30常规阴角线M12.0015.000.00180.003.0036.005门饰面玻璃工艺门扇1.00450.000.00450.0030.0030.006门套双层木工板、外贴饰面板M4.8065.000.00312.0016.0076.807地面做防水处理冷防水涂料M25.0045.000.00225.0010.0050.00第3页8地面找平水泥、沙子、胶水M25.0015.000.0075.0015.0075.009地漏防臭地漏只1.0015.000.0015.005.005.0010封管套1.00210.000.00210.0020.0020.0011台盆科勒，金线米黄大理石台面只1.001560.000.001560.00300.00300.0012台盆下水套1.00150.000.00150.0020.0020.0013座便安装科勒只1.00778.000.00778.0050.0050.0014门下大理石收口条印度绿大理石（含双层磨边,损耗,符合GB标准）只1.00230.000.00230.0025.0025.0015毛巾架、草纸盒、浴巾架等不锈钢套1.00350.000.00350.0020.0020.0016淋浴龙头台盆龙头套装科勒套1.00604.000.00604.0040.0040.0017浴霸美的个1.00363.000.00363.0050.0050.0018防水镜个1.0080.000.0080.0010.0010.0019浴缸安装科勒只1.001650.000.001650.00150.00150.0020浴缸下水套1.00185.000.00185.000.000.0021砌浴缸台子套1.00230.000.00230.0050.0050.0022门，门套油漆常春藤无笨油漆（二底三面）M24.3046.000.00197.8025.00107.50（七七）儿儿童童房房及及过过道道工工程程1地面日本东洋实木复合地板（地热）（柚木饰面）M219.00155.000.002945.003.0057.002门套双层木工板、外贴饰面板（柚木饰面）M4.8065.000.00312.0018.0086.403移门门套单层木工板、外贴饰面板（柚木饰面）M7.5065.000.00487.5018.00135.004墙、顶面批嵌石膏粉、壁丽雅滑石粉腻子、熟胶粉等M252.006.000.00312.006.00312.005墙、顶面乳胶漆多乐士家丽安环保乳胶漆（ICI）一底两面M252.0012.000.00624.004.00208.006门实心外贴饰面板扇1.00450.000.00450.0040.0040.007踢脚线地板配套实木踢脚板M15.0016.000.00240.003.0045.008吊顶木龙骨纸面石膏板M216.0085.000.001360.0020.00320.0010门，门套，窗套油漆常春藤无笨油漆（二底三面）M24.3046.000.00197.8025.00107.5011阳台地砖皇驰（300*300）防滑砖M24.8085.000.00408.0015.0072.00第4页12阳台地漏防臭地漏只1.0025.000.0025.005.005.00（七七）和和室室工工程程1地面日本东洋实木复合地板（地热）（柚木饰面）M214.00155.000.002170.003.0042.002地面台高20cm落叶松，细木工板M214.0085.000.001190.003.0042.003门套双层木工板、外贴饰面板（柚木饰面）M4.8065.000.00312.0018.0086.404墙、顶面批嵌石膏粉、壁丽雅滑石粉腻子、熟胶粉等M243.006.000.00258.006.00258.005墙、顶面乳胶漆多乐士家丽安环保乳胶漆（ICI）一底两面M243.0012.000.00516.004.00172.006门实心外贴饰面板扇1.00450.000.00450.0040.0040.007踢脚线地板配套实木踢脚板M14.0016.000.00224.003.0042.008门，门套，窗套油漆常春藤无笨油漆（二底三面）M24.3046.000.00197.8025.00107.509窗套双层木工板、外贴饰面板（柚木饰面）M4.7065.000.00305.5018.0084.6010窗台大理石金线米黄大理石（含双层磨边,损耗,符合GB标准）M20.60230.000.00138.0050.0030.00（八八）视视听听室室工工程程1地面日本东洋实木复合地板（地热）（柚木饰面）M221.00155.000.003255.003.0063.002墙面软包细木工板，艺术布M28.60460.000.003956.0030.00258.003门套双层木工板、外贴饰面板（柚木饰面）M8.2065.000.00533.0018.00147.604墙、顶面批嵌石膏粉、壁丽雅滑石粉腻子、熟胶粉等M262.006.000.00372.006.00372.005墙、顶面乳胶漆多乐士家丽安环保乳胶漆（ICI）一底两面M262.0012.000.00744.004.00248.006门实心外贴饰面板扇2.00450.000.00900.0040.0080.007踢脚线地板配套实木踢脚板M19.0016.000.00304.003.0057.008门，门套，窗套油漆常春藤无笨油漆（二底三面）M24.3046.000.00197.8025.00107.509窗套双层木工板、外贴饰面板（柚木饰面）M9.2065.000.00598.0018.00165.6010窗台大理石金线米黄大理石（含双层磨边,损耗,符合GB标准）M21.30230.000.00299.0050.0065.0011敲墙粉墙，砌墙项1.00960.000.00960.000.000.00（十十）三三楼楼主主卧卧工工程程1地面柚木免漆地板（力丰）M225.00380.000.009500.0015.00375.00第5页2地龙骨3*5落叶松M225.0018.000.00450.0012.00300.003毛地板细木工板M225.0065.000.001625.0010.00250.004门套双层木工板、饰面板（柚木饰面）M4.8065.000.00312.0018.0086.405墙、顶面批嵌石膏粉、壁丽雅滑石粉腻子、熟胶粉等M265.006.000.00390.006.00390.006墙、顶乳胶漆多乐士家丽安环保乳胶漆（ICI）一底两面M265.0012.000.00780.004.00260.007门饰面玻璃工艺门（柚木饰面）扇1.00450.000.00450.0030.0030.008踢脚线地板配套实木踢脚板M15.0016.000.00240.003.0045.009艺术吊顶（斜）木龙骨纸面石膏板M25.00135.000.00675.0020.00100.0010窗套单层木工板、外贴饰面板（柚木饰面）M5.0065.000.00325.0018.0090.0011定做衣柜双面高密度板，玻璃移门M212.00580.000.006960.0050.00600.0012门，门套，窗套，衣橱油漆常春藤无笨油漆（二底三面）M211.0046.000.00506.0025.00275.0013敲墙粉墙，砌墙项1.00850.000.00850.000.000.0014窗台大理石金线米黄大理石（含双层磨边,损耗,符合GB标准）M21.30230.000.00299.0050.0065.00（十十一一）主主卫卫工工程程1地砖防滑砖（诺贝尔）M27.60108.000.00820.8015.00114.002面砖450*300（诺贝尔）M226.0098.000.002548.0015.00390.003吊顶铝扣板SK阳霸（珠光白色）M29.00150.000.001350.0012.00108.004吊顶顶角线30*30常规阴角线M16.0015.000.00240.003.0048.005门饰面玻璃工艺门（柚木饰面）扇1.00450.000.00450.0030.0030.006门套双层木工板、外贴饰面板M4.8065.000.00312.0016.0076.807地面做防水处理冷防水涂料M215.0045.000.00675.0010.00150.008地面找平水泥、沙子、胶水M215.0015.000.00225.0015.00225.009地漏防臭地漏只2.0025.000.0050.005.0010.0010封管套1.00210.000.00210.0020.0020.0011台盆2科勒台盆，金线米黄大理石台面套1.003200.000.003200.00420.00420.0012台盆下水套1.00150.000.00150.0020.0020.00第6页13座便安装科勒只1.001600.000.001600.0050.0050.0014门下大理石收口条印度绿大理石（含双层磨边,损耗,符合GB标准）只1.00230.000.00230.0025.0025.0015毛巾架、草纸盒、浴巾架等不锈钢套1.00460.000.00460.0020.0020.0016淋浴龙头浴缸龙头套装科勒套1.001350.000.001350.0040.0040.0017浴霸奥普个1.00500.000.00500.0050.0050.0018防水镜个1.00350.000.00350.0010.0010.0019浴缸安装科勒铸铁1。

@#@7米只1.002561.000.002561.00150.00150.0020浴缸下水套1.00185.000.00185.000.000.0021砌浴缸台子套1.00450.000.00450.0050.0050.0022淋浴房安装8MM钢化玻璃套1.002300.000.002300.0050.0050.0023台盆龙头安装科勒只2.00450.000.00900.0020.0040.0024门，门套，柜子油漆常春藤无笨油漆（二底三面）M27.9046.000.00363.4025.00197.5025定做隔板柜橡木板饰面M22.20450.000.00990.0025.0055.00（十十三三）阳阳台台工工程程1阳台地砖皇驰（300*300）防滑砖M226.0085.000.002210.0015.00390.002阳台地漏防臭地漏只2.0025.000.0050.005.0010.00（十十三三）楼楼梯梯工工程程1楼梯工程菠萝格实木2.5厚项1.009600.000.009600.00300.00300.002楼梯砌墙栏杆部位项1.001300.000.001300.00200.00200.003墙、顶面批嵌石膏粉、壁丽雅滑石粉腻子、熟胶粉等M245.006.000.00270.003.00135.004墙、顶乳胶漆多乐士家丽安环保乳胶漆（ICI）一底两面M245.0012.000.00540.002.0090.005踢脚线地板配套实木踢脚板M26.0016.000.00416.003.0078.006楼梯油漆常春藤无笨油漆（二底三面）M218.0055.000.00990.0065.001170.00（十十四四）阁阁楼楼工工程程1楼板钢筋混凝土，象牌42.5水泥，801胶水，10#，12#钢筋M218.00460.000.008280.0050.00900.002定做储藏柜饰面板，（隔板橱）M213.00360.000.004680.0050.00650.00第7页3墙、顶面批嵌石膏粉、壁丽雅滑石粉腻子、熟胶粉等M226.006.000.00156.003.0078.004墙、顶乳胶漆多乐士家丽安环保乳胶漆（ICI）一底两面M226.0012.000.00312.002.0052.005复合地板高耐磨复合地板M218.0072.000.001296.003.0054.006地板收口铜条项1.00230.000.00230.000.000.00（十十五五）水水电电工工程程1凿墙槽M85.0012.000.001020.006.00510.002PPR水管及配件卫水宝牌PPR水管4.2厚冷热水管（含阳台）M132.0016.006.002904.002.20290.403PVC6分绝缘管及配件M850.001.900.301870.000.70595.004PVC4分绝缘管及配件M500.001.600.30950.000.70350.005布电线熊猫电线（1.5平方、2.5平方）M2300.001.800.004140.000.20460.006智能布线网络线、电话线、有线电视M800.002.800.002240.000.20160.007安装开关盒子暂定个65.002.000.00130.001.0065.008开关插座LG松尼电工个80.0021.000.001680.001.0080.009灯具安装项1.000.000.000.00300.00300.0010电视分配器个4.0025.000.00100.000.000.0011安装煤气管道包括管道配件项1.00350.000.00350.000.000.0012地面全防潮处理彩色防水涂料项1.002400.000.002400.000.000.0013墙面护角条项1.001750.000.001750.000.000.0014补洞发泡剂项1.00650.000.00650.000.000.0015下水改造项1.00760.000.00760.000.000.00（十十六六）五五金金工工程程及及灯灯具具1门吸常规型只9.0015.000.00135.000.000.002门合页毅平纯铜合页付9.0025.000.00225.000.000.003门锁付9.0075.000.00675.000.000.004移门轨道台湾工艺M8.0032.000.00256.000.000.005吊轮付5.0085.000.00425.000.000.00第8页6门锁付9.0085.000.00765.000.000.007移门拉手付4.0075.000.00300.000.000.008大橱门拉手只22.006.600.00145.200.000.009抽屉轨道三节轨道付15.0016.000.00240.000.000.0010弹簧铰链付65.0012.000.00780.000.000.0011杂项五金硅胶，灯泡，钻头，切割片，拉手，导轨，三角阀，软管等项1.00850.000.00850.000.000.0012大橱挂杆，领带架等挂杆26只，领带架3只项1.00960.000.00960.000.000.00（十十七七）其其他他工工程程1垃圾袋只300.000.300.0090.000.000.002饰后保洁专业保洁公司项1.00500.000.00500.000.000.003实木线条可选M210.0018.000.003780.000.000.004大理石加工费M85.0020.000.001700.000.000.005垃圾清运项1.00600.000.00600.000.000.006铺砖水泥黄沙胶水M2320.0016.000.005120.0";i:

1;s:

17458:

"大大体体积积混混凝凝土土浇浇筑筑裂裂缝缝控控制制的的施施工工计计算算KF001裂缝控制原理在大体积混凝土浇筑前，根据施工拟采取的防裂措施和现有的施工条件，先计算混凝土的水泥水化热的绝热最高温升值、各龄期收缩变形值、收缩当量温差和弹性模量，然后通过计算，估量可能产生的最大温度收缩应力，如不超过混凝土的抗拉强度，则表示所采取的防裂措施能有效控制、预防裂缝的出现；@#@如超过混凝土的抗拉强度，则可采取措施调整混凝土的入模温度、降低水化热温升值、降低混凝土内外温差、改善施工操作工艺和混凝土拌合物性能、提高抗拉强度或改善约束等技术措施重新计算，直至计算的应力在允许的范围。

@#@1、计算参数钢筋混凝土底板尺寸长度l（m）宽度b（m）厚度h（m）26.6142.50混凝土标号C30、S6混凝土配合比水泥水砂石粉煤灰外加剂425#普通中砂碎石5-3110.4241.1592.4650.1630.006kg/m34601955331134752.76混凝土浇筑温度Tj（）13混凝土入模温度T0（）132、混凝土的最终绝热温升Tmax（）Tmax=WQ/（c）=75.3其中W-每立方米混凝土中水泥用量（kg/m3）460Q-每公斤水泥水化热量（kJ/kg）377c-混凝土的比热（J/kgK），一般为0.92-1.000.96-混凝土的密度（kg/m3）24003、各龄期混凝土的绝热温升T（t）（）T（t）=Tmax（1e-mt）其中m-经验系数（随水泥品种、比表面及浇筑温度而异）0.384e-常数2.718t（d）-混凝土的龄期计算结果混凝土龄期t（d）T（t）（）351.5667.8972.91274.51575.01875.22175.22475.32775.313075.34、各龄期混凝土内部最高温度Tn（t）（）Tn（t）=Tj+Tmax其中-不同龄期和浇筑厚度的降温系数查表混凝土龄期t（d）30.6560.6290.59120.48150.38180.29210.23240.19270.16300.15计算结果混凝土龄期t（d）Tn（t）（）Tn（t）（）361.9659.72.3957.42.31249.18.31541.67.51834.86.82130.34.52427.33.02725.02.33024.30.8混凝土龄期t（d）与外界气温之差T1（t）（）T1（t）Tn（t）-Tj348.9646.7944.41236.11528.61821.82117.32414.32712.03011.35、各龄期混凝土表面温度Tb（t）（）Tb（t）=Tq+4h（H-h）T1（t）/H22其中Tq-不同龄期的大气平均温度（）13H-混凝土的计算厚度（m）H=h+2h=3.52h-混凝土的虚厚度（m）h=K/=0.51K-计算折减系数0.666-混凝土的导热系数（W/mK）2.33-模板及保温层的传热系数（W/m2K）=1/（i/i+1/q）=3.04i-各种保温材料的厚度（m）草袋二层0.04i-各种保温材料的导热系数（W/m2K）0.14q-空气层传热系数（W/m2K）23计算结果混凝土龄期t（d）Tb（t）（）337.3636.1935.01230.91527.21823.82121.62420.12719.03018.6龄期t（d）内部温度与表面温度之差表面温度与大气温度之差T2（t）Tn（t）-Tb（t）（）T3（t）=Tb（t）-Tq（）324.724.3623.523.1922.422.01218.217.91514.414.21811.010.8218.78.6247.27.1276.16.0305.75.6计算表明，各龄期混凝土内部温度与表面温度之差、表面温度与大气温度之差均小于25，满足要求。

@#@实际施工阶段，以实测温度差为撤除保温层的依据。

@#@6、各龄期混凝土收缩相对变形值y（t）y（t）y0（1e-0.01t）M1M2M3M10其中混凝土在标准状态下的最终（极限）收缩值y00.000324混凝土收缩变形不同条件影响修正系数MM1普通水泥1.003M2水泥细度为5000孔1.35M3骨料为花岗岩1.00M4水灰比为0.461.05M5水泥浆量为0.271.32M6自然养护28天0.93M7环境相对湿度为70%0.77M8水力半径的倒数为0.0160.564M9机械振捣1.00M10配筋率0.0050.90M1M2.M10=0.68计算结果混凝土龄期t（d）y（t）36.51926E-0661.28459E-0591.89855E-05122.49437E-05153.07259E-05183.63371E-05214.17826E-05244.70671E-05275.21955E-05305.71723E-057、各龄期混凝土的当量温差Ty（t）（）Ty（t）y（t）/其中-混凝土的线膨胀系数0.00001计算结果混凝土龄期t（d）Ty（t）（）Ty（t）（）30.6561.280.6391.900.61122.490.60153.070.58183.630.56214.180.54244.710.53275.220.51305.720.508、各龄期混凝土综合温差T（t）（）T（t）=Tn（t）+Ty（t）计算结果混凝土龄期t（d）T（t）（）62.992.9128.9158.14187.3215.1243.5272.8301.39、各龄期混凝土总温差T0（t）（）T0（t）=T（t）=42.710、各龄期混凝土的弹性模量E（t）（N/mm2）E（t）E0（1e-0.09t）其中E0-混凝土的最终（28d）弹性模量（N/mm2）30000计算结果混凝土龄期t（d）E（t）（N/mm2）37098612517916653121981115222221824062212546724265392727358302798311、最大温度应力值（t）（N/mm2）（t）=/（1-）（1-1/（coshl/2）（E（t）T（t）S（t）其中-约束状态影响系数=（Cx/（hE（t）1/2-混凝土的泊松比0.15Cx=Cx1+Cx2=0.0630N/mm3Cx1-地基水平阻力系数（N/mm3）0.06Cx2-桩基对基础约束的影响系数（N/mm2）Cx2=Q/F=0.003038053N/mm3Q-桩产生单位位移时的水平力桩型钢筋混凝土桩桩数100桩的边长或直径D（mm）400桩的惯性矩I（mm4）2.13E+09混凝土标号C30桩的弹性模量E（N/mm2）30000桩基与基础固接Q=4EI（KhD/4EI）3/4=11313.708N/mm桩基与基础铰接Q=2EI（KhD/4EI）3/4=5656.8542N/mmKh-侧向压缩刚度系数0.01N/mm3F-单桩分摊之地基面积3.724m25l-混凝土结构物长度（mm）26600S（t）-考虑混凝土徐变影响的松弛系数查表混凝土龄期t（d）S（t）60.20890.212120.215150.230180.252210.301240.367270.473301.000计算结果龄期t（d）Cx/（hE（t）cosh（l/2）E（t）TtS（t）（t）62.01455E-090.000044881.1835309875260.013791.51414E-090.000038911.13693416101400.0144121.27279E-090.000035681.11469984378040.0458151.13471E-090.000033691.10204950414250.0451181.04793E-090.000032371.09412434444790.0450219.90115E-100.000031471.08885633387930.0372249.50103E-100.000030821.08521533344720.0318279.21669E-100.000030361.08263052358570.0322309.01082E-100.000030021.08076042349890.0308max=（t）=0.2961N/mm212、混凝土抗裂验算28d混凝土抗拉强度ftk2.01N/mm2抗裂安全度Kftk/max=6.791.15满足抗裂条件，故知不会出现裂缝6大大体体积积混混凝凝土土浇浇筑筑裂裂缝缝控控制制施施工工计计算算有有关关数数据据1每公斤水泥水化热Q（J/kg）225275325425525普通水泥201243289377461矿渣水泥188205247335计计算算取取值值3772计算水化热温升时的m值浇筑温度（）51015202530m（1/d）0.2950.3180.340.3620.3840.406计计算算取取值值0.3843不同龄期和浇筑厚度的降温系数混凝土龄期t浇筑层厚度（m）计计算算取取值值（d）11.251.52.53430.360.420.490.650.680.740.6560.290.310.460.620.670.730.6290.170.190.380.590.630.720.59120.090.110.290.480.570.650.48150.050.070.210.380.450.550.38180.030.040.150.290.360.460.29210.010.030.120.230.30.370.23240.080.190.250.30.19270.050.160.210.250.16300.040.150.190.240.154各种保温材料的导热系数（W/mK）材料名称密度（kg/m3）导热系数（W/mK）木模板500-7000.23钢模板58草袋1500.14木屑0.17红砖19000.43普通混凝土24001.51-2.33空气0.03水10000.58矿棉、岩棉110-2000.031-0.065沥青矿棉毡100-1600.033-0.052膨胀蛭石80-2000.047-0.07沥青蛭石板350-4000.081-0.105膨胀珍珠岩40-3000.019-0.065泡沫塑料25-500.035-0.047计计算算取取值值草袋0.145传热系数修正值Kb1.3-2.0计计算算取取值值1.656砼收缩变形不同条件影响的修正系数M1M10水泥品种M1水泥细度M2骨料M3水灰比M4矿渣水泥1.2515000.9砂岩1.90.20.65快硬水泥1.1220000.93砾砂10.30.85低热水泥1.130001无粗骨料10.417石灰矿渣水泥140001.13玄武岩花岗岩10.51.21普通水泥150001.35石灰岩10.61.42火山灰水泥160001.68白云岩0.950.71.62抗硫酸盐水泥0.7870002.05石英岩0.80.81.82水泥浆量（%）M5t（d）M6w（%）M7r-M8150.9121.11/1251.250.00.54/0.2120131.09/0.98301.180.10.76/0.78251.241.07/0.96401.100.21301.4551.04/0.94501.000.31.03351.7561/0.9600.880.41.2/1.05402.1100.96/0.89700.770.51.13/-452.55141800.93/0.8480900.7/0.540.60.71.41.43/-操作方法M9EaAa/EbAbM10机械振捣1.000.001.00手工捣固1.100.050.85蒸气养护0.850.100.76高压釜处理0.540.150.680.200.610.250.55注：

@#@分子为自然状态下硬化，分母为加热状态下硬化。

@#@r-水平半径的倒数（cm-1）为构件截面周长（L）与截面积（A）之比，r-=L/A。

@#@配筋率EaAa/EbAb其中Ea钢筋的弹性模量（N/mm2）级钢210000、级钢200000Aa钢筋的截面积（mm2）Eb混凝土的弹性模量（N/mm2）Ab混凝土的截面积（mm2）计计算算取取值值M1普通水泥1.00M2水泥细度为5000孔1.35M3骨料为花岗岩1.00M4水灰比为0.461.05M5水泥浆量为0.271.32M6自然养护28天0.93M7环境相对湿度为70%0.77M8水力半径的倒数为0.0160.564M9机械振捣1.00M10配筋率0.0050.907混凝土的弹性模量E0和抗拉强度ft砼强度等级弹性模量抗拉强度砼强度等级弹性模量抗拉强度（N/mm2）（N/mm2）（N/mm2）（N/mm2）C15220001.27C40325002.39C20255001.54C45335002.51C25280001.78C50345002.64C30300002.01C55355002.74C35315002.20C60360002.858计计算算取取值值30000300002.012.018考虑混凝土徐变影响的松弛系数S（t）龄期S（t）计计算算取取值值01浇筑前浇筑后0.50.6263天0.570.18610.6176天0.5190.20820.599天0.4750.21230.5712天0.4420.21570.50215天0.4110.230100.46218天0.3890.252150.41121天0.3690.301200.37424天0.3550.367280.33627天0.3410.473400.30630天0.3311.000600.288900.2849混凝土的外约束系数R岩石地基可滑动的垫层一般地基100.250.50计计算算取取值值0.2510混凝土的泊松比0.150.20计计算算取取值值0.1511地基水平阻力Cx1地基条件Cx（N/mm3）软粘土0.01-0.03一般砂质土0.03-0.06坚硬粘土0.06-0.10风化岩、低强度混凝土垫层0.60-1.00C10以上混凝土垫层1.00-1.50计计算算取取值值0.0612混凝土运输时热损失值运输工具混凝土容积（m3）值搅拌运输车60.0042开敞式自卸汽车1.40.0037封闭式自卸汽车20.0017保温手推车0.150.007不保温手推车0.750.01吊斗10.00159大大体体积积混混凝凝土土浇浇筑筑裂裂缝缝控控制制的的施施工工计计算算KF001裂缝控制原理在大体积混凝土浇筑前，根据施工拟采取的防裂措施和现有的施工条件，先计算混凝土的水泥水化热的绝热最高温升值、各龄期收缩变形值、收缩当量温差和弹性模量，然后通过计算，估量可能产生的最大温度收缩应力，如不超过混凝土的抗拉强度，则表示所采取的防裂措施能有效控制、预防裂缝的出现；@#@如超过混凝土的抗拉强度，则可采取措施调整混凝土的入模温度、降低水化热温升值、降低混凝土内外温差、改善施工操作工艺和混凝土拌合物性能、提高抗拉强度或改善约束等技术措施重新计算，直至计算的应力在允许的范围。

@#@1、计算参数钢筋混凝土底板尺寸长度l（m）宽度b（m）厚度h（m）40201.30混凝土标号C30、S6混凝土配合比水泥水砂石粉煤灰外加剂425#普通中砂碎石5-3110.461.82.860.170.016kg/m33801756841087656.08混凝土浇筑温度Tj（）25混凝土入模温度T0（）282、混凝土的最终绝热温升Tmax（）Tmax=WQ/（c）=61.5其中W-每立方米混凝土中水泥用量（kg/m3）380Q-每公斤水泥水化热量（kJ/kg）377c-混凝土的比热（J/kgK）0.97-混凝土的密度（kg/m3）24003、各龄期混凝土的绝热温升T（t）（）T（t）=Tmax（1e-mt）其中m-经验系数（随水泥品种、比表面及浇筑温度而异）0.384e-常数2.718t（d）-混凝土的龄期计算结果混凝土龄期t（d）T（t）（）342.1655.4959.61260.91561.31861.52161.52461.52761.53061.54、各龄期混凝土内部最高温度Tn（t）（）Tn（t）=Tj+T（t）其中-不同龄期和浇筑厚度的降温系数查表混凝土龄期t（d）30.6560.6290.59120.48150.38180.29210.23240.19270.16300.15计算结果混凝土龄期t（d）Tn（t）（）Tn（t）（）352.4659.3-7.0960.2-0.81254.25.91548.35.91842.85.52139.13.72436.72.52734.81.83034.20.6混凝土龄期t（d）与外界气温之差T1（t）（）T1（t）Tn（t）-Tj327.4634.3935.21229.21523.31817.82114.12411.7279.8309.25、各龄期混凝土表面温度Tb（t）（）Tb（t）=Tq+4h（H-h）T1（t）/H2其中Tq-不同龄期的大气平均温度（）25H-混凝土的计算厚度（m）H=h+2h=2.32h-混凝土的虚厚度（m）h=K/=0.51K-计算折减系数0.666-混凝土的导热系数（W/mK）2.33-模板及保温层的传热系数（W/m2K）=1/（i/i+1/q）=3.04i-各种保温材料的厚度（m）草袋0.04i-各种保温材料的导热系数（W/m2K）0.14q-空气层传热系数（W/m2K）23计算结果混凝土龄期t（d）Tb（t）（）343.8648.6949.11245.11541.01876.52160.72450.22742.23039.6龄期t（d）内部温度与表面温度之差表面温度与大气温度之差T2（t）Tn（t）-Tb（t）（）T3（t）=Tb（t）-Tq（）38.618.8610.823.6911.024.1129.220.1157.316.018-33.751.521-21.635.724-13.525.227-7.417.230-5.414.66、各龄期混凝土收缩相对变形值y（t）y（t）y0（1e-0.01t）M1M2M3M10其中混凝土在标准状态下的最终（极限）收缩值y00.000324混凝土收缩变形不同条件影响修正系数MM1普通水泥1.00M2水泥细度为5000孔1.35M3骨料为花岗岩1.00M4水灰比为0.461.05M5水泥浆量为0.271.32M6自然养护28天0.93M7环境相对湿度为70%0.77M8水力半径的倒数为0.0160.56M9机械振捣1.00M10配筋率0.0050.90M1M2.M10=0.68计算结果混凝土龄期t（d）y（t）36.51926E-0661.28459E-0591.89855E-05122.49437E-05153.07259E-05183.63371E-05214.17826E-05244.70671E-05275.21955E-05305.71723E-057、各龄期混凝土的当量温差Ty（t）（）Ty（t）y（t）/其中-混凝土的线膨胀系数0.00001计算结果混凝土龄期t（d）Ty（t）（）Ty（t）（）30.6561.280.6391.900.61122.490.60153.070.58183.630.56214.180.54244.710.53275.220.51305.720.508、各龄期混凝土的弹性模量E（t）（N/mm2）E（t）E0（1e-0.09t）其中E0-混凝土的最终（28d）弹性模量（N/mm2）30000计算结果混凝土龄期t（d）E（t）（N/mm2）3709861251791665312198111522222182406221254672426539272735830279839、混凝土的综合温度差Tt（）T（t）=T1（t）-Th其中Th-混凝土浇筑后达到稳定时的温度（）20.0计算结果混凝土龄期t（d）T（t）（）614.34915.16129.24153.3118-2.1721-5.8524-8.3127-10.1530-10.7710、各龄期混凝土的温度（包括收缩）应力（t）（N/mm2）（t）=-E（t）T（t）S（t）R/（1-）其中S（t）-考虑混凝土徐变影响的松弛系数查表混凝土龄期t（d）S（t）60.51990.475120.442150.411180.389210.369240.355270.341300.331R-混凝土的外约束系数0.25-混凝土的泊松比0.15计算结果混凝土龄期t（d）（t）（N/mm2）6-0.27409-0.352712-0.238115-0.0889180.0598210.1617240.2302270.2786300.293411、计算结论28d混凝土抗拉强度ft2.01N/mm2通过计算，说明由于降温和收缩产生的温度应力小于混凝土的抗拉强度，可采取一次连续浇筑混凝土底板，不会产生贯穿的有害裂缝。

@#@大大体体积积混混凝凝土土浇浇筑筑后后裂裂缝缝控控制制的的施施工工计计算算KF001裂缝控制原理在大体积混凝土浇筑后，应根据实测温度值和绘制的温度升降曲线，分别计算各降温阶段的混凝土温度收缩应力。

@#@如累计的总拉应力不超过同龄期的混凝土抗拉强度，则说明采取的防裂措施能够有效控制和预防有害裂缝的出现，如超过该阶段的混凝土抗拉强度，则应采取措施加强养护，减缓其降温的速度，提高该龄期的混凝土抗拉强度，以达到控制裂缝的出现。

@#@12、各龄期混凝土实际水化热最高温升值Td（）Td=TnT0其中Tn-各龄期混凝土温度值计算结果混凝土龄期t（d）Td（）324.4631.3932.21226.21520.31814.82111.1248.7276.8306.213、混凝土水化热平均温度Tx（t）（）Tx（t）=Tb+2（Tn-Tb）/3计算结果混凝土龄期t（d）Tx（t）（）Tx（t）（）349.5655.8-6.3956.5-0.71251.25.31545.95.31854.0-8.22146.37.72441.25.22737.33.93036.01.314、各龄期混凝土综合温差T（t）（）T（t）=Tx（t）+Ty（t）计算结果混凝土龄期t（d）T（t）（）6-5.69-0.1125.9155.918-7.6218.3245.7274.4301.815、各龄期混凝土总温差T0（t）（）T0（t）=T（t）=18.516、最大温度应力值（t）（N/mm2）（t）=/（1-）（1-1/（coshl/2）（E（t）T（t）S（t）其中-约束状态影响系数=（Cx/（hE（t）1/2Cx-地基水平阻力系数（N/mm3）0.06l-混凝土结构物长度（mm）40000S（t）-考虑混凝土徐变影响的松弛系数查表混凝土龄期t（d）S（t）60.20890.212120.215150.23180.252210.301240.367270.473301计算结果龄期t（d）Cx/（hE（t）cosh（l/2）E（t）TtS（t）（t）63.6874E-090.000060721.83270680-14636-0.078292.7715E-090.000052641.60743367（420）-0.0019122.3297E-090.000048271.50326825251090.0989152.077E-090.000045571.44496139301090.1091181.9181E-090.000043801.40878751（46164）-0.1576211.8123E-090.000042571.38489291633060.2070241.7391E-090.000041701.36844851553510.1753271.687E-090.000041071.35680926567050.1754301.6493E-090.";i:

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"大大体体积积混混凝凝土土热热工工计计算算11、绝绝热热温温升升计计算算Th=mcQ/C（1-mt）式中：

@#@Th混凝土的绝热温升（）；@#@mc每m3混凝土的水泥用量，取330Q每千克水泥28d水化热，取375C混凝土比热，取0.97KJ/（KgK）；@#@混凝土密度，取2400（Kg/m3）；@#@为常数，取2.718；@#@t混凝土的龄期（d）；@#@m系数、随浇筑温度改变，取0.362计算结果如下表：

@#@t（d）36912Th（）35.247.151.152.522、混混凝凝土土内内部部中中心心温温度度计计算算T1（t）=Tj+Th（t）式中：

@#@T1（t）t龄期混凝土中心计算温度，是混凝土温度最高值Tj混凝土浇筑温度，取20（可采取浇筑当日的询平均气温）（t）t龄期降温系数，取值如下表底板厚度h（m）不同龄期时的值369121.050.360.290.170.09计算结果如下表t（d）36912T1（t）（）32.733.728.724.7由上表可知，砼第6d左右内部温度最高，则验算第由上表可知，混凝土浇筑体在入模温度基础上升温值不大于50度，满足规范要求混凝土浇筑体中心温度降速最快为第6天到第9天，期间平均每天将为速率为1.672，满足规范要求22、混混凝凝土土养养护护计计算算混凝土表层（表面下50-100mm处）温度，底板混凝土表面采用保温材料（阻燃草帘）蓄热保温养护，并在草袋上下各铺一层不透风的塑料薄膜。

@#@地下室外墙1200厚混凝土表面，双面也采用保温材料（阻燃草帘）蓄热保温养护，并在草袋上下各铺一层不透风的塑料薄膜。

@#@保温材料厚度=0.5hi（T2-Tq）Kb/（Tmax-T2）式中：

@#@保温材料厚度（m）；@#@i各保温材料导热系数W/（mK），取0.14混凝土的导热系数，取2.33W/（mK）T2混凝土表面温度：

@#@（）Tq施工期大气平均温度（）T2-Tq-20.0（）Tmax-T220.0（）Kb传热系数修正值，取1.3=0.5hi（T2-Tq）Kb/（Tmax-T2）*100=4.10故可采用两层阻燃草帘并在其上下各铺一层塑料薄膜进行养护。

@#@混凝土保温层的传热系数计算=1/i/i+1/q式中：

@#@混凝土保温层的传热系数W/（m2K）i各保温材料厚度i各保温材料导热系数W/（mK）q空气层的传热系数，取23W/（m2K）代入数值得：

@#@=1/i/i+1/q=2.97混凝土虚厚度计算：

@#@h=k/式中：

@#@h混凝土虚厚度（m）k折减系数，取2/3；@#@混凝土的传热系数，取2.33W/（mK）h=k/=0.522536232混凝土计算厚度：

@#@H=h+2h=2.10m混凝土表面温度T2（t）=Tq+4h（H-h）T1（t）-Tq/H2式中：

@#@T2（t）混凝土表面温度（）Tq施工期大气平均温度（）h混凝土虚厚度（m）H混凝土计算厚度（m）T1（t）t龄期混凝土中心计算温度（）不同龄期混凝土的中心计算温度（T1（t）和表面温度（T2（t）如下表。

@#@混凝土温度计算结果表t（d）369T1（t）（）32.733.728.7T1-Tq（）12.713.78.7T2（t）（）26.326.824.3T1（t）-T2（t）6.46.94.4由上表可知，混凝土浇筑体表面与大气温差不宜大于20，满足规范要求。

@#@由上表可知，混凝土内外温差25，符合要求。

@#@抗抗裂裂计计算算Kg/m3；@#@KJ/Kg；@#@15182124273052.953.153.153.153.253.21518212427300.050.030.0100015182124273022.621.620.520.020.020.06d砼温差大大体体积积混混凝凝土土热热工工计计算算（可采取浇筑当日的询平均气温）不同龄期时的值d左右内部温度最高，则验算第（阻燃草帘）；@#@cm由上表可知，混凝土浇筑体在入模温度基础上升温值不大于50度，满足规范要求混凝土浇筑体中心温度降速最快为第6天到第9天，期间平均每天将为速率为1.672，满足规范要求混凝土表层（表面下50-100mm处）温度，底板混凝土表面采用保温材料（阻燃草帘）蓄热保温养护，并在草袋上下各铺一层不透风的塑料薄膜。

@#@地下室外墙1200厚混凝土表面，双面也采用保温材料（阻燃草帘）蓄热保温养护，并在草袋上下各铺一层不透风的塑料薄膜。

@#@12151821242724.722.621.620.520.020.04.72.61.60.50.00.022.321.320.820.320.020.02.41.30.80.30.00.0混凝土温度计算结果表由上表可知，混凝土浇筑体表面与大气温差不宜大于20，满足规范要求。

@#@抗抗裂裂计计算算水泥水化热值（单位：

@#@KJ/Kg）注:

@#@1.本表数值是按平均硬化温度15时编制的，当平均温度为710时，表中数值按60%70%采用；@#@水泥品种水泥强度等级混凝土龄期3d7d28d普通硅酸盐水泥42.53143543752.当采用碳粉硅酸盐水泥、火山灰质硅酸盐水泥时，其水化热量可参考矿渣硅酸盐水泥的数值。

@#@32.5250271334矿渣硅酸盐水泥42.5180256334绝热升温计算（为抗裂计算用）t（d）36912151821Th（）35.2147.1051.1152.4752.9253.0853.13m值选用表浇筑温度51015202530m0.2950.3180.3400.3620.3840.406不同龄期和浇筑厚度的值（温度为2030选用）浇筑厚度（m）不同龄期（d）的值36912151821242710.360.290.170.090.050.030.011.250.420.310.190.110.070.040.031.50.490.460.380.290.210.150.120.080.052.50.650.620.590.480.380.290.230.190.1630.680.670.630.570.450.360.30.250.2140.740.730.720.650.550.460.370.30.25不同浇筑块厚度与混凝土绝热升温的关系值浇筑块厚度1.01.52.02.53.04.05.06.00.360.490.570.650.680.740.790.82混凝土弹性模量E0（104N/mm2）C40C45C50C55C603.253.353.453.553.6混凝土28天抗拉强度设计值（104N/mm2）C40C45C50C55C602.392.512.642.742.85300.040.150.190.24注:

@#@1.本表数值是按平均硬化温度15时编制的，当平均温度为710时，表中数值按60%70%采用；@#@2.当采用碳粉硅酸盐水泥、火山灰质硅酸盐水泥时，其水化热量可参考矿渣硅酸盐水泥的数值。

@#@";i:

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@#@20.0m8,080.00变点起点终点序号分段待待求求里里程程高高程程改改正正数数坡坡道道线线高高程程设设计计高高程程曲曲线线类类型型0001220.000.0001415.0311415.031直0001240.000.0001415.9421415.942直0001260.000.0001416.8531416.853直0001280.000.0001417.7641417.764直00012100.000.0111418.6751418.664凸00012120.000.0761419.5861419.510凸00012140.000.2001420.4971420.297凸157.687.63227.622160.000.3331421.3601421.026凸157.687.63227.622180.000.1651421.8631421.697凸157.687.63227.622200.000.0561422.3651422.310凸157.687.63227.622220.000.0041422.8681422.864凸157.687.63227.623240.000.0051423.3711423.376凹157.687.63227.623260.000.0451423.8741423.919凹157.687.63227.623280.000.1251424.3771424.502凹157.687.63227.623300.000.2441424.8801425.124凹304.8229.8379.833320.000.1771425.6091425.786凹304.8229.8379.833340.000.0781426.4091426.488凹304.8229.8379.833360.000.0191427.2091427.229凹304.8229.8379.834380.000.0001428.0091428.009直304.8229.8379.834400.000.0001428.8091428.809直304.8229.8379.834420.000.0001429.6091429.609直304.8229.8379.834440.000.0511430.4091430.358凸304.8229.8379.834460.000.2511431.2101430.958凸304.8229.8379.834480.000.6041432.0101431.406凸493.6423.6563.644500.000.7681432.4701431.702凸493.6423.6563.644520.000.3611432.2071431.846凸493.6423.6563.644540.000.1061431.9441431.838凸493.6423.6563.644560.000.0021431.6811431.679凸493.6423.6563.645580.000.0001431.4181431.418直493.6423.6563.645600.000.0001431.1551431.155直493.6423.6563.645620.000.0001430.8921430.892直493.6423.6563.645640.000.0491430.6291430.678凹493.6423.6563.645660.000.2071430.3661430.574凹493.6423.6563.645680.000.4741430.1031430.578凹69662177155700.000.6871430.0041430.691凹69662177155720.000.3541430.5591430.913凹69662177155740.000.1311431.1131431.244凹69662177155760.000.0161431.6681431.685凹69662177156780.000.0001432.2231432.223直69662177156800.000.0001432.7781432.778直69662177156820.000.0001433.3331433.333直69662177156840.000.0001433.8871433.887直69662177156860.000.0001434.4421434.442直69662177156880.000.0001434.9971434.997直69662177156900.000.0001435.5521435.552直69662177156920.000.0001436.1061436.106直69662177156940.000.0001436.6611436.661直69662177156960.000.0001437.2161437.216直69662177156980.000.0081437.7711437.763凸696621771561,000.000.0691438.3251438.256凸696621771561,020.000.1921438.8801438.688凸10409701110661,040.000.3771439.4351439.058凸10409701110661,060.000.1921439.5591439.366凸10409701110661,080.000.0691439.6821439.613凸10409701110661,100.000.0081439.8061439.798凸10409701110671,120.000.0051439.9291439.934凹10409701110671,140.000.0441440.0531440.097凹10409701110671,160.000.1231440.1761440.300凹118011101250771,180.000.2421440.3001440.542凹118011101250771,200.000.1231440.7001440.823凹118011101250771,220.000.0441441.1001441.144凹118011101250771,240.000.0051441.5001441.505凹118011101250781,260.000.0011441.9001441.899凸118011101250781,280.000.0091442.3001442.291凸118011101250781,300.000.0241442.7001442.676凸132012501390881,320.000.0471443.1001443.053凸132012501390881,340.000.0241443.4461443.422凸132012501390881,360.000.0091443.7921443.783凸132012501390881,380.000.0011444.1371444.136凸132012501390891,400.000.0001444.4831444.483直132012501390891,420.000.0001444.8291444.829直132012501390891,440.000.0001445.1751445.175直132012501390891,460.000.0001445.5211445.521直132012501390891,480.000.0051445.8661445.871凹132012501390891,500.000.0261446.2121446.238凹132012501390891,520.000.0621446.5581446.620凹153414641604991,540.000.0811446.9371447.018凹153414641604991,560.000.0381447.3931447.431凹153414641604991,580.000.0111447.8501447.861凹153414641604991,600.000.0001448.3061448.306凹1534146416049101,620.000.0001448.7621448.762直1534146416049101,640.000.0001449.2181449.218直1534146416049101,660.000.0001449.6751449.675直1534146416049101,680.000.0001450.1311450.131直1534146416049101,700.000.0001450.5871450.587直1534146416049101,720.000.0101451.0441451.034凸1534146416049101,740.000.0611451.5001451.439凸1534146416049101,760.000.1571451.9561451.800凸1534146416049101,780.000.2961452.4131452.117凸1534146416049101,800.000.4781452.8691452.391凸18071707190710101,820.000.4101453.0301452.620凸18071707190710101,840.000.2421453.0491452.806凸18071707190710101,860.000.1191453.0671452.948凸18071707190710101,880.000.0391453.0851453.047凸18071707190710101,900.000.0021453.1031453.101凸18071707190710111,920.000.0001453.1221453.122直18071707190710111,940.000.0001453.1401453.140直18071707190710111,960.000.0001453.1581453.158直18071707190710111,980.000.0001453.1771453.177直18071707190710112,000.000.0001453.1951453.195直18071707190710112,020.000.0001453.2131453.213直18071707190710112,040.000.0001453.2311453.231直18071707190710112,060.000.0001453.2501453.250直18071707190710112,080.000.0001453.2681453.268直18071707190710112,100.000.0001453.2861453.286直18071707190710112,120.000.0001453.3051453.305直18071707190710112,140.000.0001453.3231453.323直18071707190710112,160.000.0021453.3411453.343凹18071707190710112,180.000.0321453.3591453.391凹18071707190710112,200.000.1011453.3781453.479凹18071707190710112,220.000.2091453.3961453.605凹22242154229411112,240.000.1431453.6271453.770凹22242154229411112,260.000.0571453.9171453.974凹22242154229411112,280.000.0101454.2061454.21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