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1、昆山中环快速路工程第三工区（K6+775.882K11+337.68)承台开工报告上海市建工集团昆山快速化改造工程第三工区2012年11月2日一、工程概况1、工程概况1.1工程概要昆山市中环快速路由江浦路、S339(富士康路)、黄浦江路和G312组成，全线总长约37km。其中东环北线东起宋家港路，途经黄浦江路、规划三级航道金鸡河、青阳北路、长江北路（S224）、昆北路、北门路、环庆路、至广福路，全长8.48km。本项目为快速路标准，主线高架设计速度为80km/h，地面系统设计速度为40km/h。本工程施工范围为中环N-标（K6+775.882K8+480.330）、W-标。1.2承台概述本工程
2、共计承台322个，12个桥台，采用C30混凝土，承台尺寸规格有2m5.4m5.4m、2m8.6m5.4m、2.5m10m6.25m、2.5m6.25m6.25m、2.5m7.4m2.9m、2.5m8.2m5.2m、3m10m10m、3m12.5m7.5m、3m17.5m6.25m、3m7.5m7.5m、3m9.7m9.4m十一种规格，桥台尺寸为1.5m10m2.5m、1.5m22.86m5.4m、1.5m25.5m5.4m、1.5m23.75m5.4m、1.5m8.5m5.4m五种规格。承台开挖深度：序号项目名称(W-1标)承台编号地面标高承台底标高承台顶标高承台高度开挖深度设计道路标高 高差
3、1广福路引桥下部结构(AK8+480.33AK12+016.87)A12.23-2.1330.86734.5132.2351.3682A22.27-2.140.8634.562.2381.3783A32.37-0.881.622.53.42.4230.8034A42.48-1.3320.66823.9622.6361.9685A52.85-0.9771.02323.9773.3012.2786A6（桥台)3.14-0.6870.8131.53.9773.7172.9047主线高架桥（AK9+546.07AK11+334.87)A1(桥台)2.65-0.70.81.53.55.7274.9278
4、A22.56-1.8050.6952.54.5154.2873.5929A32.55-1.7250.7752.54.4253.5672.79210A42.6-1.6450.8552.54.3952.6451.7911A52.61-1.5650.9352.54.3252.6631.72812A62.65-1.1741.3262.53.9742.6991.37313A72.7-1.511.4934.362.7351.24514A82.74-1.5461.45434.4362.7541.315A92.67-1.3361.1642.54.1562.7431.57916A102.67-1.0571.44
5、32.53.8772.7281.28517A112.65-1.4071.0932.54.2072.6761.58318A122.62-1.2571.2432.54.0272.6421.39919A132.56-1.60.92.54.312.5731.67320A142.5-1.9430.5572.54.5932.5031.94621A152.45-1.8190.6812.54.4192.4681.78722A162.4-1.7620.7382.54.3122.4341.69623A172.34-1.7650.7352.54.2552.371.63524A182.3-1.8270.6732.54
6、.2772.3451.67225A192.29-1.950.552.54.392.3251.77526A202.25-2.1330.3672.54.5332.2931.92627A212.24-1.8430.6572.54.2332.291.63328A222.23-2.0530.4472.54.4332.291.84329A232.25-2.0630.4372.54.4632.2891.85230A242.3-1.8730.6272.54.3232.2871.6631A252.22-2.1530.3472.54.5232.2851.93832A262.21-2.3980.1022.54.75
7、82.2842.18233A272.25-2.1950.3052.54.5952.2821.97734A282.25-1.8240.6762.54.2242.2811.60535A292.26-1.8770.6232.54.2872.3481.72536A302.37-1.8550.6452.54.3752.4481.80337A312.72-1.7590.7412.54.6292.7792.03838A322.92-1.0871.4132.54.1572.9791.56639A333.13-0.841.662.54.123.1791.51940A343.57-0.5191.9812.54.2
8、393.5791.59841A353.9-0.1322.3682.54.1823.9791.61142A364.1-0.2362.2642.54.4864.1791.91543A374.40.162.662.54.394.5561.89644A384.680.1622.6622.54.6684.6982.03645A394.81-0.8172.18335.7774.8712.68846A404.86-0.9482.05235.9584.9042.85247A414.73-0.0112.4892.54.8914.7822.29348A424.44-0.0262.4742.54.6164.522.
9、04649A434.2-0.2212.2792.54.5714.3342.05550A443.9-0.5441.9562.54.5944.1112.15551A453.82-0.961.542.54.933.8672.32752A463.08-1.381.122.54.613.1342.01453A472.85-1.80.72.54.82.9172.21754A482.53-1.720.782.54.42.6221.84255A492.45-2.140.362.54.742.5432.18356A502.5-2.060.442.54.712.5062.06657A512.36-1.9710.5
10、292.54.4812.5011.97258A522.37-1.7760.7242.54.2962.4921.76859A532.4-1.9530.5472.54.5032.4881.94160A542.39-2.0020.4982.54.5422.4791.98161A552.37-1.9220.5782.54.4422.4741.89662A562.44-1.7130.7872.54.3032.4651.67863A572.44-1.4161.0842.54.0062.461.37664A582.37-1.2161.2842.53.7362.4511.16765张家港大桥左幅（IK8+79
11、5.600IK9+293.600)I01.9171.0672.5671.51/66I11.795-2.09-0.0924.035/67I21.686-1.6780.32223.514/68I31.66-1.7650.23523.575/69I41.743-1.3530.64723.246/70I51.859-1.4410.55923.45/71I61.853-1.5280.47223.531/72I71.804-1.6160.38423.57/73I81.826-1.2040.79623.18/74I91.933-1.2910.70923.374/75I102.069-1.5610.9392.
12、53.78/76I112.081-4.241-1.24136.472/77I120.2-4.473-1.47334.823/78I132.508-1.0561.4442.53.714/79I142.497-0.4121.58823.059/80I152.565-0.4161.58423.131/81I162.655-0.421.5823.225/82I172.666-0.4241.57623.24/83I182.646-0.4281.57223.224/84I192.646-0.4321.56823.228/85I202.654-0.9361.06423.74/86I212.6740.632.
13、131.52.194/87张家港大桥右幅（HK8+802.549HK9+272.249)H01.730.9592.4591.50.921/88H11.72-1.0150.98522.885/89H21.71-0.8921.10822.752/90H31.74-1.2040.79623.094/91H41.79-0.9351.06522.875/92H51.85-0.5831.41722.583/93H61.96-0.6551.34522.765/94H72.07-0.6471.35322.867/95H82.17-0.6231.37722.943/96H92.28-0.5991.40123.0
14、29/97H102.39-0.2252.2752.52.765/98H112.45-1.1051.89533.705/99H122.86-1.1111.88934.121/100H132.7-0.2252.2752.53.075/101H142.38-0.0811.91922.611/102H152.06-0.5721.42822.782/103H162.2-0.5621.43822.912/104H172.35-0.5531.44723.053/105H182.35-0.5441.45623.044/106H192.22-0.5351.46522.905/107H202.08-1.0110.
15、98923.241/108H212.150.5812.0811.51.719/109O匝道（OK0+094.055OK0+334.055)O01.9-0.021.481.52.072.2230.743110O11.89-1.0940.90623.1342.1551.249111O21.85-1.0240.97623.0242.1251.149112O31.96-1.0510.94923.1612.11.151113O41.97-0.7151.28522.8352.0650.78114O51.94-1.0090.99123.0992.051.059115O61.82-1.0410.95923.0
16、112.0461.087116O71.88-1.0980.90223.1282.0451.143117O81.96-0.7231.27722.8332.0440.767118P匝道（PK0+000.000PK0+240.000)P02-0.7231.27722.8732.0440.767119P11.980.9062.90621.2242.045-0.861120P21.97-1.0740.92623.1942.0461.12121P32.03-1.0950.90523.2752.051.145122P42.02-0.8811.11923.0512.0650.946123P52.09-1.09
17、70.90323.3372.11.197124P62.06-1.1490.85123.3592.1251.274125P72.18-1.50.523.832.1551.655126P82.35-0.2661.2341.52.7662.2230.989序号项目名称（N-3标）承台编号地面标高承台底标高承台顶标高承台高度开挖深度设计道路标高高差1主线高架1642.05-1.60.92.53.82.3791.47921652.04-1.750.752.53.942.2811.53131662.04-1.850.652.54.042.1541.50441672.09-1.880.622.54.122.
18、1241.50451681.98-1.850.652.53.982.1411.49161692.13-2.270.7334.552.2131.48371702.12-2.120.8834.392.3031.42381712.11-1.530.972.53.792.4831.51391722.08-1.451.052.53.682.581.53101732.03-1.361.142.53.542.6631.523111742-1.271.232.53.422.7231.493121751.99-1.191.312.53.332.81.49131761.91-1.641.3633.72.8561.
19、496141771.88-1.671.3333.72.8361.506151781.87-1.241.262.53.262.7641.504161791.88-1.331.172.53.362.651.48171801.86-1.421.082.53.432.5551.475181811.86-1.520.982.53.532.4851.505191821.86-1.630.872.53.642.371.5201831.84-1.750.752.53.742.241.49211841.82-1.860.642.53.832.151.51221851.83-1.940.562.53.922.05
20、71.497231861.83-1.960.542.53.942.051.51241871.89-1.920.582.53.962.081.5251881.8-1.830.672.53.782.261.59261892.11-1.720.782.53.982.251.47271902.15-1.630.872.53.932.3651.495281912.23-1.530.972.53.912.451.48291922.39-1.431.072.53.972.5811.511301932.55-1.31.22.542.6891.489311942.74-1.161.342.54.052.851.
21、51321952.83-1.031.472.54.012.951.48331962.94-0.921.582.54.013.0821.502341973.13-0.861.642.54.143.1361.496351983.07-0.871.632.54.093.1011.471361992.94-0.951.552.54.0431.45372002.85-1.081.422.54.082.941.52382012.59-1.221.282.53.962.781.5392022.57-1.371.132.54.092.6411.511402032.37-1.512.54.022.51.5412
22、042.3-1.630.872.54.082.41.53422052.19-1.740.762.54.082.2651.505432062.05-1.810.692.54.012.191.5442071.94-1.810.692.53.92.1891.499452081.93-1.730.772.53.812.3051.535462091.97-1.610.892.53.732.3851.495472102-1.481.022.53.632.51.48482112.03-1.351.152.53.532.651.5492122.04-1.721.2833.912.81.52502132.09-
23、1.581.4233.822.871.45512142.1-1.071.432.53.322.931.5522152.14-1.11.42.53.392.8911.491532162.17-1.171.332.53.492.8341.504542172.19-1.261.242.53.62.7351.495552182.21-1.361.142.53.722.851.71562192.21-1.451.052.53.812.5541.50458L-061#0.58-1.21.32.51.932.3031.003592#2.01-1.41.12.53.562.2131.113603#2.03-0
24、.91.62.53.082.1410.541614#2.05-0.981.522.53.182.1240.604625#2.05-0.951.552.53.152.1540.604636#1.990.2511.7511.51.8892.2810.5364R-060#2.10.371.871.51.882.7580.888651#1.95-0.521.4822.622.581.1662#2.02-0.691.3122.862.3791.069673#1.95-0.851.1522.952.2811.131684#1.98-0.951.0523.082.1541.104695#1.98-0.981
25、.0223.112.1241.10470L-070#1.4-0.3291.1711.51.8792.191.019711#1.83-1.2830.71723.2632.2651.548722#1.65-0.731.2722.532.41.13733#1.93-0.611.3922.692.51.11744#1.94-0.471.5322.562.6411.111755#2.1-0.321.6822.572.781.176R-071#3.150223.33.1011.101772#3.20223.3531783#3.05-0.21.823.42.941.14794#2.7-0.321.6823.
26、172.781.1805#2.70.6372.1371.52.2132.6410.5042、主要技术规范及技术指标(1) 公路工程技术标准（JTG B01-2003）；(2) 公路工程结构可靠度设计统一标准（GB/T50283-99）；(3) 公路桥涵设计通用规范（JTG D60-2004）；(4) 公路桥涵地基与基础设计规范（JTG D63-2007）；(5) 道路交通标志和标线（GB5768-2009）；(6) 公路环境保护设计规范（JTJ 006-98）；(7) 工程建设标准强制性条文（公路工程部分）（2002年版本）；(8) 公路桥涵施工技术规范（JTG/T F50-2011）；(9)
27、 公路工程基桩动测技术规程（JTJ/T F81-01-2004）；(10) 公路交通安全设施施工技术规范（JTG F71-2006）；(11) 公路工程施工安全技术规程（JTJ 076-95）；(12) 公路工程质量检验评定标准（土建工程）（JTG F80/1-2004）；(13) 钢筋焊接网混凝土结构技术规程（JGJ 114-2003）；(14) 公路建设项目环境影响评价规范（JTJ B03-2006）；(15) 公路工程基本建设项目设计文件图表示例（2007358号）；(16) 公路工程基本建设项目设计文件编制办法（2007358号）；3、地质概况K4+767.982K8+480.330地
28、质情况一览表层序土名土层状态层顶标高（m）地基承载力（kpa）钻孔灌注桩桩侧极限摩阻力标准值q（kpa）桩端极限摩阻力标准值fp（kpa）1粉质粘土软流塑-1.482.4095302淤泥质粉质粘土流塑-9.960.6685203粉砂松散稍密-12.17-3.749030粉质粘土可塑-17.941.77240551粉砂松散稍密-23.51-4.7290302粉质粘土软流塑-29.61-11.35140351粉质粘土软可塑-27.07-19.15180452粉土中密密实-30.56-22.26150403粉砂中密密实-31.39-24.56160501粉质粘土可塑-31.86-22.4822050
29、2粉质粘土软可塑-33.31-26.63170401粉质粘土软流塑-39.36-19.95140302粉质粘土软可塑-46.26-37.87150403粉质粘土夹粉砂软流塑-50.46-33.76160404粉砂中密密实-42.59-35.88180551粉砂中密密实-43.062006010粉质粘土软可塑15040AK8+480.330AK12+016.870区间地质报告层序土名土层状态层顶标高（m）地基承载力（kpa）钻孔灌注桩桩侧极限摩阻力标准值q（kpa）桩端极限摩阻力标准值fp（kpa）粘土、粉质粘土可塑0.002.4018055淤泥质粘土、淤泥质粉质粘土可塑-2.061.33851
30、5粘土、粉质粘土可塑-7.732.3826060粉砂饱和稍密-13.81-3.6310025粉土湿中密-20.23-12.341701905060粘土、粉质粘土可塑-26.78-19.025065粉质粘土-42.38-13.46160401粉砂饱和中实-49.62-29.1817045粉砂饱和-68.22-33.4620065二、施工进度计划及工期目标以本工程全面优质、快速、安全文明的宗旨，体现我公司诚信、优质的品牌。本着“精干管理层，强化作业层”的施工组织原则，优化资源配置，突出重点、统筹安排，派出本公司优秀项目经理和项目班子，抽调有经验的施工队伍，充分发挥本公司管理优势、设备优势、技术优势
31、，根据现场条件全面多点展开施工。严格按照ISO9001:2000质量保证体系运作，同时制定安全生产施工细则，规范化、标准化作业，全面开展质量创优活动和安全防护，牢固树立分体现我们公司“精吊细筑、顾客满意、持续改进”的承诺。1、进度计划施工前做好充分的准备工作，包括技术准备、劳动力资源准备、施工机械设备资源准备、现场临设及场地平整工作，尽量给前期施工准备预留足够时间，使工程顺利进行，确保工期目标实现。在开工日期前，我们将进一步完善调整前期施工方案，根据现场条件，及时安排人员设备进场。2、质量目标交工验收合格，竣工验收优良。严格执行各项保证措施，将合理配置资源，完成合同确定的质量目标。3、安全目标
32、确保无安全事故，达到安全达标工地标准。杜绝由于管理原因、技术防范措施不到位引起不安全事件。杜绝由于违章操作和人为原因引起的施工过程中的重大责任事故和重大伤亡事故。4、环境保护目标 工程弃渣、泥浆排放、施工现场灰尘、生活垃圾处理及植物植被恢复均按当地环境管理办法执行，并积极响应业主和总包提出的要求。5、文明施工目标 遵照江苏省有关文明施工要求，按本集团规范配置各类施工告示牌和宣传标语，施工人员挂牌上岗，举止文明。施工及生活场地整洁有序，争创文明生产施工现场。6、创优计划为确保优质工程，要广泛宣传、教育，使项目部每个员工要有明确的创优名牌意识，激发员工对质量的责任心，调动员工劳动生产积极性，勇于向
33、上的进取心，充分发挥每个参战人员最大的潜在能力，增强职工的集体荣誉感和责任感，为实现这一质量目标而奋力拼搏。（1） 建立组织机构，完善管理措施；（2） 项目部岗位责任制；（3） 落实项目部的质量检验计划；（4） 加强对项目部全体员工进行质量意识的培训；（5） 加强材料及材料供应方的选择和进场管理；（6） 加强分包队伍的管理；（7） 开展创优活动。三、 项目组织机构1、 施工组织机构公司组建了第三工区项目经理部，由项目经理、项目总工共同组成项目部领导层，其下设置技术部、工程部、材料部、综合部和财务部五个职能部门。各职能部门相互配合，相互协调并在项目经理的带领下，积极展开各项工作，详见三工区项目管
34、理组织机构图：安全管理网络图质量管理组织机构图四、项目主要管理人员岗位姓名工作年限联系电话项目经理张朝彪2813601776540项目副经理杨福林3013386062701项目总工程师黄瑜1213681847878项目副总工程师朱建平1613120551667结构工程师蔡愐813917254018结构工程师姜晔513761423289道路工程师杨荣明913816029911质量工程师杨荣明（兼）913816029911质量工程师唐育813917346849测量工程师赵琦613391377946安全工程师钟广杰313564401502计量工程师李红1813661795157施工负责人徐阿龙3613917313971五、施工方案、方法1、工程测量1.1前期准备本工程的坐标系统和标高系统均由测绘院提供，并经复核无误，现场适当加密导线点和水准点。经监理复核闭合签认后使用。1.2承台施工放样在桩基施工完成后，必须对控制点进行一次全面复测工作，以
