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1、B.0.1施工组织设计施工方案报审表工程名称：昆山高新区恒阳路道路改造工程编号：B.0.1 致：昆山加林工程项目管理有限公司（项目监理机构）我方已完成昆山高新区恒阳路道路改造工程施工组织设计（专项）施工方案的编制和审批，请予以审查。附件：1 施工组织设计 2 水泥稳定碎石工程安全专项施工方案 3 工程施工方案 4 本次申报内容系第次申报。施工项目经理部（章）：项目经理（签字、执业印章）：年月日项目监理机构签收人姓名及时间施工项目经理部签收人姓名及时间审查意见:专业监理工程师（签字）：年月日审核意见：项目监理机构(章):总监理工程师（签字、执业印章）：年月日建设单位签收人姓名及时间项目监理机构签
2、收人姓名及时间审批意见（仅对超过一定规模的危险性较大分部分项工程专项方案）：建设单位(章):负责人（签字）：年月日注：1、施工项目经理部至少在计划开工日期前7 天提出本报审表，给项目监理机构、建设单位审查、审批留出必要的时间。2、本表一式三份，项目监理机构、建设单位、施工单位各一份。第五版表江苏省住房和城乡建设厅监制专项施工方案审批表工程名称昆山高新区恒阳路道路改造工程日期施工单位昆山宝翔园林市政工程有限公司专项施工方案内容简述：水泥稳定碎石专项施工方案附在表后编制人签名审核部门审核意见审核人审核日期技术安全质量总承包单位技术负责人审批意见：签名：（总承包单位公章）：年月日文档编码:CB1A9
3、T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5
4、B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H
5、6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1
6、A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1
7、J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X
8、5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:C
9、B1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3昆山高新区恒阳路道路改造工程水泥稳定碎石专项方案编制：审核：批准：昆山宝翔园林市政工程有限公司昆山高新区恒阳路道路改造工程2016 年 10 月 10 日文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B
10、5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6
11、L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A
12、9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J
13、5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5
14、H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB
15、1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV
16、1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3目录一、工程概况.1 二、设计要求.1 三、施工准备.1 四、施工方案.2 第五章工程质量、安全、环境保证措施.3 一、确保工程质量的措施.4 二、确保施工安全的措施.5 三、确保环境保护的措施.6 第六章雨季、高温季节施工措施.7 一、雨季施工措施：.7 二、高温季节施工措施.8 文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L
17、4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5
18、Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G
19、3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T1
20、0L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5
21、P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L
22、3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9
23、T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G31 水泥稳定碎石基层施工方案一、工程概况恒阳路位于昆山主城西侧，具体道路位于G312（古城路）西侧约40m。道路为南北方向，设计路段北起中华西路，一路向南，至晨淞路，路段约 396.729m。恒阳路为旧路改造工程，旧路改造需拆除水泥混凝土路面约3000m2，新建混凝土路面约 3062m2，DN300DN600 钢带增强聚乙烯螺旋波纹管516m，加固维修箱涵一座，含交通标志
24、标线工程路面结构为：钢筋砼路24cm（设单层双向钢筋网，水泥砼抗折5.0Mpa）、封层、透层、水泥稳定碎石32cm（分 2 层，每层厚 18cm）、10%灰土 20cm。二、设计要求水泥稳定碎石厚32cm，分两层摊铺，水稳压实度标准采用重型击实标准，压实度 98%，顶面弯沉 57.5，7 天无侧限抗压强度 3.5MPa,三、施工准备（1）原材料基本要求水泥稳定碎石基层所用的水泥、碎石等原材料均需满足城市道路设计规范 CJJ 372012（以下简称规范）中的各项规定。A、水泥：可以采用复合硅酸盐水泥，选用初凝时间3h 以上和终凝时间不小于 6h 的水泥。严禁使用快硬水泥、早强水泥以及已受潮变质的
25、水泥。宜采用强度为 32.5 或 42.5 级的水泥。B、碎石：集料的最大粒径不应超过31.5mm，宜按粒径 9.5mm 31.5mm、4.75mm 9.5mm、2.36mm 4.75mm和 02.36mm四种规格备料，并符合公路沥青路面设计规范（JTG D50-2006）中骨架密实型水泥稳定类集料级配要求。碎石压碎值不大于28%，粗集料针片状含量不大于15%。集料中小于 0.6mm颗粒必须做液限和塑限指数试验，要求液限小于28%，塑限指数小于9。混合料中有机质含量不应超过2%，硫酸盐含量不应超过0.25%。集料的颗粒级配应符合下表的要求，同时级配曲线应为圆滑曲线。文档编码:CB1A9T10L
26、4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5
27、Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G
28、3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T1
29、0L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5
30、P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L
31、3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9
32、T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G32 水泥稳定碎石混合料中集料的颗粒组成层位通过下列筛孔(mm)的质量百分率()31.5 26.5 19 9.5 4.75 2.36 0.075 基层100 95-100 68-86 44-62 27-42 17-30 0-3.5 C、水：拌合混合料和养生用的水，应采用清洁的饮用水，遇到可疑水
33、源应委托有关部门化验鉴定。（2）水泥稳定碎石的配合比及质量控制指标：A、水泥稳定碎石中水泥剂量以水泥质量占全部集料（即砾石、砂粒、粉粒和粘粒）干质量的百分率表示。B、开工前按设计要求的水泥稳定碎石混合料的水泥含量和强度，通过试验来确定合理的施工配合比、最佳含水量和最大干密度（用重型击实试验法），并在施工中严格控制。C、水泥稳定碎石 7 天浸水后，无侧限抗压强度代表值3.5MPa，灌砂法检测压实度，不小于 98%。D、为了保证水泥稳定碎石结构层满足要求、抗裂能力最佳的效果，应尽量限制水泥、细集料和粉料的用量，根据施工时气候条件限制含水量；施工中要求水泥稳定碎的水泥含量宜控制在3.0%5.5%，合
34、成集料级配中0.075mm以下颗粒含量应控制在3.5%以下，含水量不宜超过最佳含水量的1%（夏季高温季节施工时也不宜超过1.5%）。E、取得符合水泥稳定碎强度要求的最佳配合比作为生产配合比，用振动法求出最佳含水量和最大干密度，经过审批后方可指导施工。四、施工方案（1）水泥稳定碎石基层的施工必须遵循公路路面基层施工技术规范(JTJ034-2000)的要求。（2）32cm水泥稳定碎石基层应分两层摊铺碾压，必须采用集中厂拌，双摊铺机梯队摊铺，并应避免酷暑和严寒施工。施工时严格控制好基层顶面标高和平整度，严禁用薄层贴补法进行找平施工。文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X
35、5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:C
36、B1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 H
37、V1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP
38、7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码
39、:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1
40、 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6
41、ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G33（3）施工前，清除作业面表面浮土和积水等，并洒水湿润。（4）下层水泥稳定碎石施工结束7 天后即可进行上层水泥稳定碎石摊铺，两层水泥稳定碎石施工间隔不宜大于30 天。（5）每台摊铺机后面必须紧跟振动压路机和轮胎压路机进行碾压，一次碾压长度一般为 50m 80m。（6）碾压宜在试验确定的最迟时间内完成，达到要求的压实度并不得有轮迹印
42、。（7）横缝、纵缝和施工缝的处理严格按施工规范执行。（8）养生方法：碾压完成后混合料应马上进行压实度检测，压实度合格后宜用麻袋或无纺土工布覆盖在基层表面，立即洒水养生，保湿养生期不少于7天，正常养护时间应不少于28 天。养生结束后，应该将覆盖物清理干净。洒水的喷头须用喷雾式，不得用高压喷头，以免破坏基层结构。（9）养生期间应封闭交通。（10）水泥稳定碎石基层正常养护结束后即可进行沥青面层的施工。第五章工程质量、安全、环境保证措施一、确保工程质量的措施我公司将抽调具有丰富施工经验的施工队伍进行施工，配备完善的施工设备，在质量保证体系方面，我公司有建立多年来行之有效的质量安全管理体系，以确保该合同
43、段工程质量达到要求的目标。1、明确项目经理是工程质量第一责任人，建立以总工程师直接领导下的试验、测量、质检三位一体的技术质量保证体系。2、实行全过程的质量监控，实行质量一票否决制。开工前做好原材料的检验和配合比设计，施工过程中每道工序及每个分项都实行自检、互检、交接检验，符合质量标准，报请监理工程师批准后，再进行下道工序或下个分项工程的施工。3、严格执行技术规范和技术标准，遵规操作。各分项工程开工前均制定较合理、先进的施工方案和施工工艺，并做好上岗前的培训和技术交底工作，使参加施工人员做到五个明确，即：岗位明确、职责明确、质量标准明确、施工和程序明确、操作规程明确。文档编码:CB1A9T10L
44、4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5
45、Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G
46、3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T1
47、0L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5
48、P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L
49、3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9
50、T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G3文档编码:CB1A9T10L4V1 HV1J5B5P5Q6 ZP7X5H6L3G34 4、高度重视各种级配混合料的配合比设计和试验段的铺筑工作，认真做好技术总结，取得适合本工程的技术数据，正确指导施工。5、采用先进的机械设备，推广、应用先进技术，保证铺筑质量，配备先进的试验仪器设备，保证试验数据准确、可靠。6、做好拌和场的场地及进场便道“硬化”，做好材料的防雨及防污染措施