1、路面铣刨施工组织设计0(此文档为word格式,下载后您可任意编辑修改!)海南西线高速公路白莲立交至白马井立交段改建工程第二合同段路面铣刨施工技术方案建设单位:海南省交通投资控股有限公司监督单位:海南省交通工程质量监督管理局 监理单位:海南海通公路工程监理咨询有限公司施工单位:长沙市公路桥梁建设有限责任公司日期:二O一一年十二月十六日目 录第一节、工程概况 2第二节、施工技术方案 8第三节、保证措施 12第四节、安全保障和交通管制措施 20第五节、文明施工 22海南西线高速公路白莲立交至白马井立交段改建工程第二合同段路面铣刨施工技术方案第一节、工程概况海口至洋浦一小时交通圈西线高速公路白莲立交至
2、白马井立交段改建路段全长99.791km,起点桩号为K487+899 (白马井立交),终点桩号为K587+690,其中我标段起讫桩号为K508+840-K537+494,建设里程28.654km,全线采用四车道高速公路标准,设计速度为100km,路面面层采用沥青混凝土路面;本次设计为路基、路面、桥梁、涵洞等全面改建,总工期8个月。根据省交通厅规划,首先对本项目左幅(即海口至三亚方向)全线封闭,作为施工作业区,封闭时间为2011年12月15日至2012年4月30日,2011年4月30日至2012年9月30日,封闭右幅并完成右幅(三亚至海口方向)所有工程量。铣刨工程量:2 cm厚30399m2;1
3、0 cm厚20716.2m2;12cm厚564028.8m2。 铣刨位置及宽度、厚度详见下表:铣刨12cm厚沥青混凝土分布起讫桩号位置路面结构铣刨长度m宽度m厚度cm面积m2K509+800.00K510+060.00右260.0010.5012.002730K510+060.00K511+111.00右1051.0010.5012.0011035.5K511+127.00K513+170.00右2043.0010.5012.0021451.5K513+198.00K514+607.00右1409.0010.5012.0014794.5K514+623.00K515+291.00右668.00
4、10.5012.007014K515+307.00K515+746.00右439.0010.5012.004609.5K515+771.50K516+460.00右688.5010.5012.007229.25K516+460.00K516+580.00右-2120.0010.5012.001260K516+580.00K516+612.00右-132.0010.5012.00336K516+628.00K516+727.50右-199.5010.5012.001044.75K516+837.50K517+020.00右-1182.5010.5012.001916.25K517+020.00K
5、517+100.00右-280.0010.5012.00840K517+100.00K518+071.00右971.0010.5012.0010195.5K518+089.00K519+318.50右1229.5010.5012.0012909.75K519+334.50K519+961.00右626.5010.5012.006578.25K519+977.00K521+052.00右1075.0010.5012.0011287.5K521+068.00K523+193.80右2125.8010.5012.0022320.9K523+193.80K524+150.00右956.2010.501
6、2.0010040.1K524+150.00K525+400.00右1250.0010.5012.0013125K525+400.00K525+560.00右-2160.0010.5012.001680K525+560.00K525+840.00右-1280.0010.5012.002940K525+840.00K525+940.00右-2100.0010.5012.001050K525+940.00K528+349.75右2409.7510.5012.0025302.375K528+365.75K528+772.00右406.2510.5012.004265.625K528+788.00K5
7、29+851.00右1063.0010.5012.0011161.5K529+869.00K531+192.00右1323.0010.5012.0013891.5K531+208.00K531+300.00右92.0010.5012.00966K531+300.00K531+360.00右-260.0010.5012.00630K531+360.00K531+458.00右-198.0010.5012.001029K531+548.00K531+717.10右-1169.1010.5012.001775.55K531+733.10K531+840.00右-1106.9010.5012.0011
8、22.45K531+840.00K531+860.00右-220.0010.5012.00210K531+860.00K532+667.60右807.6010.5012.008479.8K532+699.60K533+832.00右1132.4010.5012.0011890.2K533+848.00K534+257.50右409.5010.5012.004299.75K534+282.50K535+150.00右867.5010.5012.009108.75K535+170.00K535+320.00右150.0010.5012.001575K535+320.00K535+440.00右-2
9、120.0010.5012.001260K535+440.00K535+767.00右-1327.0010.5012.003433.5K535+807.00K535+829.00右-122.0010.5012.00231K535+989.00K536+175.00右-1186.0010.5012.001953K536+203.00K536+291.00右-188.0010.5012.00924K536+307.00K536+540.00右-2233.0010.5012.002446.5K536+540.00K536+990.00右450.0010.5012.004725K537+018.00K
10、537+108.00右90.0010.5012.00945K537+126.00K537+383.50右257.5010.5012.002703.75K537+401.50K537+494.00右92.5010.5012.00971.25右幅小计26827.50281688.75K509+800.00K510+060.00左260.0010.5012.002730K510+060.00K511+111.00左1051.0010.5012.0011035.5K511+127.00K513+170.00左2043.0010.5012.0021451.5K513+198.00K514+607.00左
11、1409.0010.5012.0014794.5K514+623.00K515+291.00左668.0010.5012.007014K515+307.00K515+746.00左439.0010.5012.004609.5K515+771.50K516+480.00左708.5010.5012.007439.25K516+480.00K516+600.00左-2120.0010.5012.001260K516+600.00K516+612.00左-112.0010.5012.00126K516+628.00K516+727.50左-199.5010.5012.001044.75K516+83
12、7.50K517+040.00左-1202.5010.5012.002126.25K517+040.00K517+300.00左-2260.0010.5012.002730K517+300.00K518+071.00左771.0010.5012.008095.5K518+089.00K519+318.50左1229.5010.5012.0012909.75K519+334.50K519+961.00左626.5010.5012.006578.25K519+977.00K521+052.00左1075.0010.5012.0011287.5K521+068.00K522+335.00左1267.
13、0010.5012.0013303.5K522+335.00K523+193.80左-2858.8010.5012.009017.4K523+193.80K524+150.00左956.2010.5012.0010040.1K524+150.00K525+380.00左1230.0010.5012.0012915K525+380.00K525+560.00左-2180.0010.5012.001890K525+560.00K525+840.00左-1280.0010.5012.002940K525+840.00K525+880.00左-240.0010.5012.00420K525+880.0
14、0K527+300.00左1420.0010.5012.0014910K527+300.00K527+900.00左-2600.0010.5012.006300K527+900.00K528+349.75左449.7510.5012.004722.375K528+365.75K528+772.00左406.2510.5012.004265.625K528+788.00K529+851.00左1063.0010.5012.0011161.5K529+869.00K531+192.00左1323.0010.5012.0013891.5K531+208.00K531+300.00左92.0010.5
15、012.00966K531+300.00K531+420.00左-2120.0010.5012.001260K531+420.00K531+458.00左-138.0010.5012.00399K531+548.00K531+717.10左-1169.1010.5012.001775.55K531+733.10K531+800.00左-166.9010.5012.00702.45K531+800.00K531+900.00左-2100.0010.5012.001050K531+900.00K532+640.00左740.0010.5012.007770K532+640.00K532+667.6
16、0左-227.6010.5012.00289.8K532+699.60K533+500.00左-2800.4010.5012.008404.2K533+500.00K533+832.00左332.0010.5012.003486K533+848.00K534+257.50左409.5010.5012.004299.75K534+282.50K535+150.00左867.5010.5012.009108.75K535+170.00K535+320.00左150.0010.5012.001575K535+320.00K535+480.00左-2160.0010.5012.001680K535+4
17、80.00K535+767.00左-1287.0010.5012.003013.5K535+807.00K535+829.00左-122.0010.5012.00231K535+989.00K536+175.00左-1186.0010.5012.001953K536+203.00K536+291.00左-188.0010.5012.00924K536+307.00K536+580.00左-2273.0010.5012.002866.5K536+580.00K536+990.00左410.0010.5012.004305K537+018.00K537+108.00左-290.0010.5012.
18、00945K537+126.00K537+383.50左-2257.5010.5012.002703.75K537+401.50K537+494.00左-292.5010.5012.00971.25左幅小计26827.50281688.75主线合计53655.00563377.50过渡段G-1铣刨平均10cm厚沥青混凝土分布起讫桩号位置铣刨长度m路面结构均厚cm面积m2备注K509+050.00K509+150.50右100.50G-1101438.3过渡段G-1位于洋浦互通立交路面加宽段K509+163.50K509+265.00右101.50G-1101057.9K509+345.00K5
19、09+443.49右98.49G-1101289.5K509+483.49K509+585.00右101.51G-1101471.6K509+050.00K509+150.50左100.50G-1101498.1K509+163.50K509+265.00左101.50G-1101076.4K509+345.00K509+443.49左98.49G-1101428K509+483.49K509+585.00左101.51G-1101322合计804.0010581.8铣刨2cm厚沥青混凝土分布起讫桩号位置铣刨长度m宽度m厚度cm面积m2备注CK0+105CK0+635全幅5307.223816
20、洋浦互通立交匝道IK0+154IK0+490全幅3367.222419DK0+190DK0+630全幅4407.223168BK0+340BK0+366全幅267.32190AK0+090AK0+290全幅2007.321460LK0+110LK0+700全幅55011.5526353新盈互通立交匝道AK0+093AK0+444全幅3517.3822590BK0+067BK0+493全幅4267.3123114CK0+090CK0+422全幅3327.4322467DK0+064DK0+447全幅3837.2922792EK0+045EK0+141全幅966.922664FK0+129FK0+
21、226全幅976.882667GK0+147GK0+249全幅1026.852699合计386930399铣刨10cm厚沥青混凝土分布中心桩号位置铣刨长度m宽度m面积m2备注K509+157K509+157全幅2310.75494.5平地小桥K516+782.5K516+782.5全幅11010.752365石牌河大桥K531+503K531+503全幅9010.751935新盈河中桥K535+787.5K535+787.5全幅4010.75860抱美水利渠中桥K535+909.5K535+909.5全幅16010.753440文澜江大桥K513+184K513+184全幅2810.75602
22、松林小桥K515+759K515+759全幅2510.75537.5新昌小桥K534+270K534+270全幅2510.75537.5美群小桥K536+189K536+189全幅2810.75602林彭小桥K537+004K537+004全幅2810.75602文道小桥K509+463K509+463全幅5010.751075洋浦互通K532+683.6K532+683.6全幅3010.75645波莲立交K511+119K511+119全幅1610.75344通道K514+620K514+620全幅1610.75344通道K515+299K515+299全幅1610.75344通道K516+
23、620K516+620全幅1610.75344通道K518+080K518+080全幅1810.75387通道K519+326.5K519+326.5全幅1610.75344通道K519+969K519+969全幅1610.75344通道K521+060K521+060全幅1610.75344通道K528+357.8K528+357.8全幅1610.75344通道K528+780K528+780全幅1610.75344通道K529+860K529+860全幅1810.75387通道K531+200K531+200全幅1610.75344通道K531+725.1K531+725.1全幅1610.
24、75344通道K533+840K533+840全幅1610.75344通道K535+160K535+160全幅2010.75430通道K536+299K536+299全幅1610.75344通道K537+117K537+117全幅1810.75387通道K537+392.5K537+392.5全幅1810.75387通道合计20145.5第二节、施工技术方案(一)、铣刨旧路面时间及顺序安排左幅(即海口至三亚方向)施工:2011年12月16日至2012年2月20日;先选取K522+335至K523+193.8段作为铣刨的试验段,该段离泡沫沥青冷再生拌和站较近,便于组织施工;于2011年12月16日组织进行试验段的铣刨,待试验段铣刨完成后,由试验室立即对铣刨料等进行检测,确定泡沫沥青冷再生混合料的配合比,再确定由此段向起讫桩号分别铣刨。右幅2012年5月10日至2012年6月15日 。(二)、人员、机械及试验检测设备组织1)、人员组织王启云:路面铣刨总负责,
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