100万吨年水泥粉磨技改工程桩基工程投标文件技术部分

100万吨/年水泥粉磨技改工程厂房桩基处理工程投标文件山西省第四地质工程勘察院0355-3024512100万吨/年水泥粉磨技改工程厂房桩基处理工程施工招标投标文件项目编号：SXCM-1005002项目名称：100万吨/年水泥粉磨技改工程厂房桩基处理工程投标文件内容：投标文件技术部分投标人：山西省第四地质工程勘察院（盖公章）法定代表人或其委托代理人：（签字或盖章）日期：二O一O年六月二十三日100万吨/年水泥粉磨技改工程厂房桩基处理工程投标文件山西省第四地质工程勘察院0355-3024512目录一、施工组织设计····························1二、项目管理机构配备情况···························1100万吨/年水泥粉磨技改工程厂房桩基处理工程投标文件山西省第四地质工程勘察院0355-3024512一、施工组织设计1、投标人应编制施工组织设计，包括招标文件第一卷第一章投标须知11.4项规定的施工组织设计基本内容。编制具体要求是：编制时应采用文字并结合图表形式说明各分部工程的施工方法；拟投入的主要施工机械设备情况、劳动力计划等；结合招标工程特点提出切实可行的工程质量、安全生产、文明施工、工程进度、技术组织措施，同时应对关键工序、复杂环节重点提出相应技术措施，如冬季施工技术措施、减少扰民噪音、降低环境污染技术措施、地下管线及其他地上地下设施的保护加固措施等。2、施工组织设计除采用文字叙述外应附下列图表，图表及格式要求附后。2.1拟投入的主要施工机械设备表表8.1。2.2劳动力计划表表8.2。2.3计划开、竣工日期和施工进度网络图表8.3。2.4施工总平面图表8.4。2.5临时用地表表8.2。100万吨/年水泥粉磨技改工程厂房桩基处理工程投标文件山西省第四地质工程勘察院0355-3024512目录一、概述··········································1（一）工程概况··········································1（二）编制依据··········································1（三）工程地质条件··········································1（四）管理目标··········································1（五）施工场地布置··········································1二、工程桩施工组织设计··········································1（一）主要设计技术要求··········································1（二）施工方案及施工工艺流程··········································11、施工工艺··········································12、施工前期准备··········································13、主要工艺流程··········································14、工艺技术及要求··········································1（三）主要质量检验指标··········································1（四）保证工程质量的技术措施··········································1（五）钻孔灌注桩遇到质量问题的预防及处理措施·····························11、成孔质量问题··········································12、钢筋笼安装质量问题··········································13、砼灌注质量问题··········································1三、质量保证措施··········································1（一）质量目标··········································1（二）主要措施··········································1（三）质量管理体系··········································11、项目管理机构··········································12、人员组织··········································1（四）主要岗位职责··········································1四、施工总进度计划··········································1（一）施工总进度计划表··········································1（二）进度保证措施··········································1五、安全施工组织措施··········································1100万吨/年水泥粉磨技改工程厂房桩基处理工程投标文件山西省第四地质工程勘察院0355-3024512（一）安全管理目标··········································1（二）总体思路··········································1（三）安全生产组织网络··········································1（四）主要安全技术措施··········································11、钻机安全技术措施··········································12、吊车安全技术措施··········································13、钢筋工安全技术措施··········································14、施工现场安全用电技术规范········································15、工地防火··········································16、管线及周边建筑物保护措施········································1六、标准化建设··········································1（一）组织机构··········································1（二）创建的标准··········································1（三）标化创建目标··········································1（四）必须达到的规范要求··········································11、硬件标准化··········································12、软件标准化··········································1七、劳动组织计划表··········································1八、拟投入的机构设备计划表··········································1九、主要材料用量计划表··········································1十、桩基竣工资料··········································1（一）施工技术资料及竣工图··········································1（二）质量管理··········································1（三）施工管理··········································1100万吨/年水泥粉磨技改工程厂房桩基处理工程投标文件山西省第四地质工程勘察院0355-3024512一、概况（一）工程概况长治县华泰水泥熟料有限公司100万吨/年水泥粉磨技改工程厂房桩基处理工程由西安建筑科技大学建筑设计研究负责设计，厂房桩基工程涉及范围包括搅拌站、水泥储存及散装、矿渣粉熟料粉储存及散装、1#熟料库、2#熟料库四部分。各部分场地桩基设计情况如下所示：1、搅拌站场地：设计机械钻孔砼灌注桩12根，桩身直径D=600mm，桩身强度C35，有效桩长25.0m，单桩极限承载力QUK=2700KN，充盈数不小于1.2；2、水泥储存及散装场地：设计机械钻孔砼灌注桩216根包括（试桩3根、锚桩12根），桩身直径D=800mm，桩身强度C35，有效桩长30.0m，单桩极限承载力QUK=6200KN，充盈数不小于1.2；3、矿渣粉熟料粉储存及散装场地：设计机械钻孔砼灌注桩216根包括（试桩3根、锚桩12根），桩身直径D=800mm，桩身强度C35，有效桩长30.0m，单桩极限承载力QUK=6200KN，充盈数不小于1.2；4、1#熟料库：设计机械钻孔砼灌注桩57根包括，桩身直径D=800mm，桩身强度C35，有效桩长25.0m，单桩极限承载力QUK=4600KN，充盈数不小于1.2；5、2#熟料库：设计机械钻孔砼灌注桩57根包括，桩身直径D=800mm，桩身强度C35，有效桩长25.0m，单桩极限承载力QUK=4600KN，充盈数不小于1.2；（二）编制依据1、设计图纸；2、行业标准《建筑桩基技术规范》（JGJ94-2008）；3、国家标准《建筑地基基础工程施工质量验收规范》（GB50202-2002）；4、行业标准《建筑桩基检测技术规范》（JGJ106-2003）；5、国家标准《通用硅酸盐水泥》（GB175-2007）；6、行业标准《建筑施工现场环境与卫生标准》（JGJ146-2004）；7、国家标准《工程建设施工企业质量管理规范》（GB/T50430-2007）；8、国家标准《建筑工程施工质量评价标准》（GB/T50375-2006）；9、国家标准《建设工程项目管理规范》（GB/T50326-2001）；10、国家标准《普通砼力学性能试验方法标准》（GB/T50081-2002）；11、行业标准《普通砼用砂\石质量及检验方法标准》（JGJ52-2006）；12、行业标准《普通混凝土配合比设计规程》（JGJ55-2000/J64-2000）；100万吨/年水泥粉磨技改工程厂房桩基处理工程投标文件山西省第四地质工程勘察院0355-302451213、国家标准《建设工程文件归档整理规范》（GB50328-2001）；14、国家标准《建筑工程施工质量验收统一标准》（GB50300-2001）；15、行业标准《建筑施工安全检查标准》（JGJ59-99）；16、行业标准《建筑机械使用安全技术规程》（JGJ33-2001/J119-2001）；17、国家标准《建设项目工程总承包管理规范》（GB/T50358-2005）；18、行业标准《施工现场临时用电安全技术规范》（JGJ46-2005）；19、国家标准《建设工程施工现场供用电安全规范》（GB50194-93）；20、原地矿