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风力发电基础工程施工组织设计1

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风力发电基础工程施工组织设计1

  • 59页
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2.2.2工期安排及进度控制：-8-2.2.3施工质量控制：-8-2.2.4工程材料管理：-8-2.3、项目施工程序、特点及难点：-9-3、施工总体部署-9-3.1、主要施工部署：-9-3.1.1施工准备工作：-9-3.2、主要施工方法：-10-3.2.1砼工程：-10-3.2.2模板选用及支撑体系：-10-3.2.3钢筋工程：-11-3.2.4高强螺栓安装及高压注浆工程施工：-11-3.2.5.岩石钻孔工程施工：-11-3.2.6埋件吊装：-11-3.3、施工总体进度计划安排：-12-3.4、资源配置计划：-12-3.4.1劳动力计划：-12-3.4.2机具设备与机具配置计划：-12-3.4.3主要材料进场计划：-12-3.4.4运输组织：-13-3.4.5工程管理组织机构:-13-3.5、施工现场平面布置：-13-3.5.1施工现场平面布置原则:-13-3.6、现场临时用电、水施工方案：-14-4、主要分部分项工程施工方案-14-4.1、测量工程：-14-4.1.1施工测量准备工作:-14-4.1.2建筑物平面控制网测设:-14-4.1.3测量验线:-14-4.1.4测量资源配置:-14--59- 4.1.5质量保证要求:-15-4.2、土方施工：-15-4.2.1施工准备:-15-4.2.2基础开挖-15-4.2.3开挖渣料处理-15-4.2.4质量检查和验收-15-4.2.5土石方填筑工程-16-4.2.6质量标准:-16-4.2.7安全施工措施:-16-4.2.8文明施工管理及环保措施:-16-4.3.1测量放样-17-4.4、钢筋工程：-23-4.5、模板工程：-28-4.5.4质量保证要求:-29-4.5.5安全措施:-30-4.6、混凝土工程：-30-4.7塔筒预埋螺栓、底环安装：-33-5、保证工程工期措施-34-5.1、建立完善的计划保证体系-34-5.2、一级总体控制计划：-34-5.3、二级进度控制计划：-34-5.4、三级进度计划：-35-5.5、周、日计划：-35-5.6、施工配套保证计划：-35-5.7、图纸计划：-35-5.8、方案计划：-35-5.9、分供方和专业承包商计划：-35-5.10、设备、材料进场计划及大型施工机械进出场计划：-36-5.11、质量检验验收计划：-36-6、保证工程质量的措施-36--59- 6.1、保证质量组织机构及体系、质量和技术管理机构、质量管理责任制、质量检验责任制:-36-6.1.1、质量保证体系-36-6.1.2、质量管理责任制:-37-6.1.3、质量检验责任制：-40-6.2、质量管理措施：-41-6.3、质量控制和保证的指导原则：-42-6.4、实施“过程精品”工程：-42-6.4.1、“过程精品”指导原则：-42-6.5、质量控制和保证的具体措施：-46-6.5.1、钢筋工程：-46-6.5.2、模板工程：-47-6.5.3、混凝土工程：-48-6.5.5、合同保护措施：-54-7、保证工程安全生产、文明施工措施：-54-7.1、安全管理方针：-54-7.2、安全组织机构：-54-7.3、工程安全生产、文明施工措施：-54-7.3.1、安全管理：-54-7.3.2、安全管理责任制：-55-8、附图、附表-60-8.1、劳动力计划表及进场时间：-60-8.2、拟投入的主要施工机械设备表及进场计划：-61--59- 1编制依据：1.1、建设单位颁布的招标文件及图纸。1.2、建设部颁发的有关建筑施工规程安全、消防、质量等文件。1.3、执行《工程建设强制性标准条文（房屋建筑部分）》(2002年)1.4、质量、环境保护、职业健康、安全管理体系相关文件。GB/T19001-2000质量管理体系文件GB/T24001-1996环境保护管理体系文件GB/T28001-2001职业健康安全管理体系文件1.5、本企业质量、环境保护、职业健康、安全管理体系文件及程序文件、作业指导书和施工技术操作规程、本企业质量内控标准等。1.6、现行有关建筑工程施工和验收国家标准、行业标准、地方标准等。1.7、主要规范、规程1.工程测量规范(GBJ50026-93)2.工程测量测量术语标准(GB／T50123-99)3.建筑地基基础工程施工质量验收规范(GB50202-2002)4.混凝土结构工程施工质量验收规范(50203-2002)5.工程建设标准强制性条文(JGJ133-2001)6.建筑施工扣件式钢管脚手架安全技术规范(JGJl30-2001)-59- 7.钢筋焊接及验收规程(JGJl8-2003)8.组合钢模板技术规范(GB50214-2001)9.金属拉伸实验方法(GB228-87)10.普通混凝土用碎石和卵石质量标准及检验方法(GB/T14685-200)11.建筑钢结构焊接技术规程(JGJ81-2002)12.建筑工程施工质量验收统一标准(GB50300-2001)13.型钢混凝土组合结构技术规程(JGJ138-2001)14.水泥胶砂强度检验方法(GB/T17671-1999)15.钢结构工程质量检验评定标准(GB50211-95)16.混凝土质量控制标准(GB50164-92)17.回弹法检测混凝土抗压技术规程(JGJ/T23-2001)18.钢结构工程施工质量验收规范(GB50205-2001)19.通风与空调工程施工质量验收规范(GB50243-2002)20.普通混凝土配合比设计技术规定(JGJ55-2000)21.建筑机械使用安全技术规程(JGJ33-200123.普通混凝土力学性能试验方法(GBJ81-85)22.建筑给排水及采取暖工程施工质量验收规范(GB-50242-2002)23.硅酸盐水泥、普通硅酸盐水泥(GBl75-1999)24.建筑电气安装工程施工质量验收规范(GB50303-2002)25.低碳热轧圆盘条(GB701-92)26.钢筋混凝土用钢筋(GBl499-1998)27.混凝土外加剂应用技术规范(GB50199-2003)28.普通混凝土配合比设计技术规定(JGJ55-2000)29.建筑工程项目管理规范(GB/T50326-2001)30.建设工程文件归档整理规范(GB／T50328-2001)31.城市建设档案著录规范(GB／T50323-2001)32.建筑抗震设计规范(GB5011-2001)33.无粘结预应力砼结构技术规程(JGJ/T92-93)-59- 2、工程概况1、烟台华阳电气股份有限公司拟在山东省烟台海阳市北部的垛山建设总装机容量为49.5MW的风力发电场。拟一期建设17台单机容量为1500KW的风力发电机组，符合国家节约能源、支持可再生能源发电产业政策。2、我单位主要施工任务包括风机基础和箱变基础共17台。风机基础采用美国地球系统公司专利P&H岩石锚杆基础，基础承台直径9m，承台高度为1.5--2.0m，承台四周采用14根直径为50mm，长度为17m左右高强预应力螺杆。基础土建施工完毕后，高强预应力螺杆采用后张拉施工。与塔筒底法兰连接采用176根直径为32毫米的高强预应力螺杆，底法兰下采用自流平高强灌浆填充，达到设计强度后进行后张拉。2.1、工程管理目标我公司将把此工程做为重点工程，公司定期参加有关工程管理会议，全面协调公司内优秀资源，充分发挥公司优势，选拔优秀的管理人员组成项目经理部，并结合公司内的优秀劳务队伍和优势专业公司，来确保工程顺利进行，满足业主要求。根据本工程特点，本工程的管理目标确定以下五个大目标：-59- 2.1.1质量目标：按照美国地球系统公司P&H岩石锚杆桩基础施工工艺、工程质量确保符合《工程施工质量验收规范》标准，达到优质工程。2.1.2工期目标：工期目标为2012年06月30日开工，2012年08月15日竣工。施工有效工期45天。这期间全力配合业主做好基础内外配套设施安装工作，保证按期投入使用。2.1.3安全文明施工目标：严格按《建筑施工安全检查标准》的内容组织施工，做到施工现场安全、整洁、有序，按照国家有关规定创建安全质量标准化合格工地；2.1.4环境保护目标：降尘、降噪控制达到国家相关标准，施工不扰民，达到环保部门的要求。2.1.5成本管理目标：通过科学管理，节约降造，实行“双赢”战略，使业主、承包商的成本都有大幅度降低。2.2、工程施工管理：我们决心要以更完善的管理体系、有经验的管理队伍、强有力的生产要素控制和先进的计算机信息化辅助管理手段，来完成本工程。2.2.1项目管理模式：我公司将委派具有同类工程施工经验的工程施工管理经验的管理人员组成项目经理部，对工程施工实施项目管理，项目经理部在公司总部领导下充分发挥企业的整体优势，按照公司总部协调，全公司内部优选各专业公司配合的项目管理模式，形成以全面质量管理为中心环节，以专业管理和计算机管理相结合的科学化管理体制，-59- 2.2.2工期安排及进度控制：为尽快完成施工任务，及早将工程交付业主使用，我们将充分发挥我公司管理细致优势，通过与美国地球系统公司驻中国代表技术合作联合，依照以往的施工经验，选用优秀的劳务队伍、性能优良的运输、吊装机械等技术手段，并通过合理的施工部署将各生产要素组织起来，做到连续施工。整个工程的施工要编制施工总控、月、周三级生产控制计划，整个分析项目工程信息，通过短期目标的完成保证总工期目标的实现。2.2.3施工质量控制：为保证工程达到优良的施工质量，确保工程质量优良标准的目标实现，在项目经理部组建的同时，建立起项目质量管理体系，认真贯彻“目标管理、精品策划、过程监控、阶段考核、持续改进”的方针，真正做到由目标精品保证工程精品，以先进的施工方法作为技术手段，以完善的制度和程序作为管理手段。贯彻我公司“过程精品”的思想，最终完成我们对业主的郑重承诺。2.2.4工程材料管理：对于我公司自行采购的材料，在材料进场过程中遵照有关规定进行试验检验，严格把好质量关。2.3、项目施工程序、特点及难点：2.3.1本工程17个风力发电基础整体流水施工，交叉作业；2.3.2单个风力发电基础施工程序如下：测量放线»»土石方开挖和场地平整»»开挖外引电缆、箱变基础并埋设PVC管»»预埋接地系统»»基坑清理»»基础放线»»潜孔锤钻孔»»高压注浆预埋高强螺栓»»锚杆拉拔实验»»浇筑混凝土垫层»»吊装塔筒预埋件»»钢筋绑扎»»模板安装»»浇筑混凝土»»吊除顶环»»锚杆、高强螺栓张拉工程17个风力发电基础座落在垛山范围内，结构形式为美国地球系统公司P&H岩石锚杆桩专利设计基础，施工质量、材料性能要求高，经过认真分析，该工程的主要难点如下：-59- 2.3.3.1锚杆抗拔拉力大，高压注浆材料、锚杆材料特殊，工艺要求细致，是本工程的关键工序；2.3.3.2预埋螺栓、上环、下环等精度高；2.3.3.3工作面大，运距远，特殊材料提前订购；2.3.3.4锚杆后张拉方案；3、施工总体部署本工程风机基础的基坑平面尺寸较小，作业面较小，各基础相距较远，且P&H岩石锚杆桩基础具有自身的施工特点，根据设计文件的要求，合理的配备施工机械、施工工艺。高强螺栓采用潜孔锤进行施工开孔，16t汽车吊安装17米高强螺杆；高压注浆泵注M50高强砂浆；砂浆及混凝土采用商品混凝土；高强螺栓及模具安装用16t汽车吊安装。3.1、主要施工部署：3.1.1施工准备工作：3.1.1.1进场后进行场地平整；3.1.1.2.确认位置的岩石层是否为持力层，并得到甲方、监理和勘查、设计部门的认可；3.1.1.3.及时准备潜孔锤、发电机、吊车、锚杆、高强注浆料等机械和材料；3.1.1.4.组织编制材料计划，组织如钢材等原材及加工等设备进场，保证各项施工按时进行。（详见材料计划表及各种材料进场时间；各种设备进场计划及进场时间表）3.1.1.5.及时进行现场定位、放线工作；3.1.1.6.制定各种详细的实施计划和施工方案。3.1.1.7.进行劳动力的组织到位工作（详见各阶段劳动力进场时间表）；3.2、主要施工方法：3.2.1砼工程：本工程全部采用商品混凝土，混凝土罐车运输，现场机械振捣人工平面。-59- 3.2.2模板选用及支撑体系：3.2.2.1基础模板采用木模板。3.2.2.2支撑体系采用钢木混合支撑体系。3.2.2.3材料a)模板和支架材料应优先选用竹胶合板、钢筋混凝土或混凝土等模板材料。b)模板材料的质量应符合现行的国家标准和行业标准。c)木材的质量应达到III等以上的材质标准。腐朽、严重扭曲或脆性的木材严禁使用。d)面板厚应不小于10mm，板面应尽可能光滑，不允许有凹坑、皱折或其它表面缺陷。3.2.2.4制作模板的制作应满足施工图纸要求的建筑物结构外形，其制作允许偏差不应超过规范规定。3.2.2.5安装应按施工图纸进行模板安装的测量放样，在安装过程中，应设置足够的临时固定设施，以防变形和倾覆。3.2.2.6模板的清洗和涂料模板在每次使用前应清洗干净。为拆模方便及保证表观质量，模面板应涂刷矿物油类的保护涂料，不得采用污染混凝土的油剂，不得影响混凝土或钢筋混凝土的质量。3.2.2.7拆除应在混凝土强度达到其表面及棱角不因拆模而损伤时，方可拆除，模板拆除后混凝土按规范要求养护。3.2.3钢筋工程：3.3.3.1钢筋采用集中加工，各风机基础进行配送；3.3.3.2根据设计图纸严格选用材料、精细加工；3.3.3.3钢筋混凝土结构用的钢筋，其种类、钢号、直径等均应符合有关设计文件的规定。3.2.4高强螺栓安装及高压注浆工程施工：3.2.4.1高强螺栓采用汽车吊安装，螺栓每隔3米设一道位置矫正环；3.2.4.2高强灌浆料采用高压注浆泵注射；3.2.4.3注浆前要保持孔壁湿润，每孔注浆时间不能超过45分钟；-59- 3.2.4.4高强螺栓安装前对顶部丝扣用胶带缠封保护；3.2.4.5高强灌浆料未达到设计强度前不得进行张拉；3.2.5.岩石钻孔工程施工：3.2.5.1基坑清理后，放线定位，标注出每个孔的中心位置；3.2.5.2利用潜孔锤钻孔钻至设计深度；3.2.5.3测量孔深；满足要求后，用编织袋对孔洞封堵，防止杂物落入；3.2.6埋件吊装：本工程的螺栓、底环、顶环安装是工程的重点之一，要求安装精度非常高，塔筒预埋的高强螺栓现场组装，汽车吊吊至风机设备基础中心，然后固定在C40垫层上。浇筑混凝土之前，使埋件的位置必须满足设计要求。3.2.7.1各类固定件应按施工图纸要求购置和加工。3.2.7.2固定件安装就位，并经测量检查无误后，应立即进行固定。采用支架固定时，支架应具有足够的强度和刚度。在混凝土浇筑时，应保持固定件位置正确。3.2.7.3电气部分预埋固定件的埋设，应符合施工图纸和有关规范的规定。3.2.7.4整个施工期间，承包人应注意保护好全部预埋固定件，防止其发生损坏和变形。由于承包人施工措施不当造成预埋固定件的损坏和变形时，应由承包人负责修复。3.3、施工总体进度计划安排：根据所确定的总目标和阶段性目标如下：3.3.1工期：2012年06月30日开工，2012年08月15日竣工，共45天完成招标范围内的工程内容。3.3.2工期安排详见附图施工总进度施工进度计划网络图。3.3.3为保证各阶段目标的实现，将采取如下施工步骤：3.3.3.1施工根据平面布置原则和流水划分原则，组织各区段内流水段的施工。3.3.3.2为实现各个目标，采取三-59- 级计划进行工程进度的安排和控制，除每周与工程相关的各方的例会外，每日下午5点召开计划安排协调会，以解决当日计划落实过程中存在的矛盾问题并且安排第二日的计划和所调整的计划，以保证周计划的完成，通过周计划的完成保证月计划的完成，通过月计划的控制保证整体进度计划的实现。3.4、资源配置计划：3.4.1劳动力计划：本工程施工任务我公司将选择拥有高素质的施工管理者，熟练的专业技术工人。合理而科学的劳动力组织，是保证工程顺利进行的重要因素之一。根据工程实际进度，及时调配劳动力，根据施工控制计划、工程量、流水段的划分，现场劳动力投入见“施工劳动力计划”见后面附表。3.4.2机具设备与机具配置计划：根据本工程特点，选择能够满足本工程需要的机械设备，设备的配备详见设备需用量计划。3.4.3主要材料进场计划：3.4.3.1原材料组织主要有三大类，第一是高强螺栓、高强砂浆、上下钢环等，这些材料，我公司提前20天，根据项目部提出的需用量计划，在进场之前，负责检查试验，严把质量关，无合格证材料杜绝进场，对进入施工现场的材料进行二次复试，并在材料进场时负责验收，并按标识放置在指定场地，合理堆放。第二类材料是大宗材料，商品混凝土、钢筋等，所有材料均必须有合格证，并经复试合格后，进场验收，并存放在指定场地与库房。第三类材料是螺母、铁钉、铁线、PVC套管、构配件等，上述三大类材料，我公司将货比三家，从质量上，单价上严格把关，并通过建设单位、监理公司及有关部门批准后，进行采购进场，所有材料均在进场前检验确认合格后，方可进入现场。3.4.3.2对高强螺栓、高强砂浆、上下钢环等供应是至关重要的，对钢材的物理机械性能，化学组份，严格把关，要求其各项技术标准必须满足规范与设计要求，由专业人员操作，并有取样员随进抽检、取样，保证施工始终处于受控状态。3.4.4运输组织：本工程的相对距离较远，周转材料、打孔设备、钢筋等都需要长距离运输、倒运，所以要排专人负责运输工作，保证运输的安全。-59- 3.4.5工程管理组织机构:本工程项目管理班子专业管理人员齐全，管理人员均具备相应的职称证及上岗证，并且人、证相符。3.5、施工现场平面布置：3.5.1施工现场平面布置原则:3.5.1.1现场平面布置随着工程施工进度进行调整。3.5.1.2在平面布置中，应充分考虑好施工机械设备、现场出入口、临时堆入场地的优化合理布置，生活区在当地村镇设置，与施工区自然分开。3.5.1.3施工材料堆放应尽量设在垂直机械覆盖的范围内，以减少发生二次搬运为原则。3.5.1.4中小型机械的布置，要处于安全环境中，要避开高空物体打击的范围。3.5.1.5本工程应着重加强现场安全管理力度。严格按照我公司的《项目安全管理手册》的要求进行管理。3.5.1.6本工程要重点加强环境保护和文明施工管理力度，使工程现场始终保持整洁、卫生、有序合理的状态，使该工程在环保、节能等方面成为一个名副其实的绿色建筑。3.5.1.7设置便于大型运输车辆通行的现场道路并保证其可靠性。3.6、现场临时用电、水施工方案：现场临时用电采用柴油发电机发电；根据工程实际情况，临时施工用水用量不大，用小型运输设备倒运；4、主要分部分项工程施工方案4.1、测量工程：4.1.1施工测量准备工作:-59- 定位依据校核：对业主所提供的平面和高程启始依据，使用前应进行内业核算和外业校测。复测方法：对于平面控制点使用2秒级经纬仪和钢尺实测定位，对于起始水准点数量不应少于2个，使用S2级水准仪，采用闭合水准测量方法校测。4.1.2建筑物平面控制网测设:4.1.2.1根据本工程规模及上部结构特点，平面控制网按一级建筑平面控制网的技术测设.4.1.3测量验线:对于特关键部位的测量放线，经自检、互检合格后报工程监理单位验线，合格后进入下道工序。4.1.4测量资源配置:4.1.4.1本工程配置专职测量人员不少于1人，其中至少一名应具备验线资质。4.1.4.2主要测量仪器配置：a)2秒级经纬仪一台b)S2级水准仪一台c)50mm钢卷尺一把。4.1.5质量保证要求:4.1.5.1所有质量活动均应按照公司以及实施细则文件规定的程序进行。4.1.5.2.测量作业的各项技术按《工程测量规范》进行。4.1.5.3.进场的测量仪器设备，必须检定合格且在有效期内，标识保存完好。4.1.5.4.施工图、测量桩点，必须经过校算校测合格才能作为测量依据。4.1.5.5.线放完后要求进行闭合检查。4.1.5.6.加强现场内的测量桩点的保护，所有桩点均明确标识，防止用错和破坏。4.1.5.7.每一项测量工作都要进行自检——互检——交叉检。-59- 4.2、土方施工：4.2.1施工准备:4.2.1.1.根据现场的平面控制点，放出基础开挖线。4.2.1.2.施工前施工现场负责人向所有参加施工的人员进行有针对性的技术交底，必须使每个操作者对施工中的技术要求心中有数。4.2.1.3.了解施工机械设备的技术参数与性能。4.2.1.4.在土方开挖之前，现场文明施工保证措施必须落实到位，设施齐备，管理责任已经落实。4.2.2基础开挖4.2.2.1基坑开挖采用一台230破碎锤破碎岩石配合一台85型挖掘机的方式开挖，对于特坚硬的岩石基坑采用光面爆破开挖；基底整平采用85小型破碎锤整平，人工清理基底。根据基础尺寸及基坑深度决定开挖直径为11米，边坡坡度为30%。4.2.2.2基础开挖后按测量控制点验收基底尺寸及标高，并会同监理、勘察对基坑进行验槽。4.2.3开挖渣料处理开挖出的渣料，运至建设单位的指定的弃土点。4.2.4质量检查和验收⑴严格控制开挖标高，不得超过基底标高，设专人控制标高。⑵准确控制开挖边线的位置，多次复测。⑶为保证基底土不受扰动，机械开挖时预留20~30cm至设计标高，然后由人工清除。⑷回填土必须按规定分层夯实，取样测定夯实土的干土质量密度，其合格率不小于90%且不应集中。4.2.5土石方填筑工程4.2.5.1．室外回填土在地下室防水层及保护层达到要求时即回填，压实系数为0.94。⑵．严禁用垃圾土回填，选用好的土质作为回填土。⑶．回填土应分层铺摊，逐层夯实。蛙式打夯机每层铺土厚度为200-250mm-59- 。人工打夯不大于200mm。回填土每层至少打夯三遍，打夯应一夯压半夯，夯夯相连，行行相连，纵横交叉。⑷．填土每层夯实后，应按规范要求规定进行环刀取样，进行土工实验，达到要求后，再进行上一层的铺土。土方压实系数不小于0.94。4.2.6质量标准:4.2.6.1.国家有关的建筑施工规范4.2.6.2.工程设计中对土方施工的质量要求4.2.7安全施工措施:4.2.7.1.开工前施工总负责人要向全体参加施工人员进行安全交底。4.2.7.2.土方施工机械和运输车辆在进场前进行彻底的检修和保养，确保施工期间车辆的正常运转。4.2.7.3.进入施工现场人员要戴好安全帽。4.2.8文明施工管理及环保措施:4.2.8.1.所有的土方运输车辆在场地内禁止鸣笛，以减少噪声。4.2.8.2.所有施工人员应保持现场卫生，生产及生活垃圾均装入运土车中带走，不得随处抛撒。将其运到指定地点堆放。4.3锚杆施工4.3.1测量放样1．由施工员用经纬仪测定基础轴线控制线，用水准仪测定高程，做好标志，以便施工中控制锚杆位置和深度。2.定位依据：本工程定位根据建设单位提供的建筑红线及水准点与本建筑物轴线的相互关系，建立出施工定位控制网，通过详细计算，精确测定出建筑物各轴线，并做好有关轴线及标高的交接工作。3.标高控制：采用水准测量，将建设单位提供的水准高程点引测至施工现场附近，做成埋地式固定点。根据本工程的特点，标高传递均采用钢尺和铝合金塔尺施测。-59- 4.桩位点控制：根据控制点及锚杆基础平面布置图进行测放，为确保桩点准确、桩位易找且不丢失，先施工混凝土垫层在垫层上采用墨线弹出点位十字线，用红油漆刷出钻孔的圆形，桩位点布设完成后要经建设单位、监理公司及总承包单位有关人员共同验线、验点，并做好记录，准确无误后方可施工。4.3.2、锚杆施工工艺流程图：（见下页）施工工艺流程图定位放线泵注灌浆料钻孔灌浆料制备钻孔至设计标高钻机就位、调整垂直度钻机准备锚杆准备-59- 安放锚杆补注灌浆料养护、试验、张拉2、锚杆采用高强螺杆，定位支架可采用Ø20钢筋焊制。4.3.3施工要求：1、本工程采用高强预应力锚杆作为锚杆杆体，抗拔承载力设计值为90KN，锚杆抗拔承载力特征值应经抗拔试验后确定。4.3.4、钻孔因风化岩较硬，钻进成孔为本次技术关键之一，拟采用空气潜孔锤钻机成孔，保证工程质量，降低施工成本，风动潜孔锤钻进工艺的诞生及发展改变了传统的切削和研磨碎岩方式，使岩石成体积破碎，大大提高了钻进效率和对坚硬及复杂地层的适应性，4.3.4.1空气潜孔锤钻机特点：1）、钻进效率高，生产实践证明，其钻进效率比波动冲击回转钻进效率高了3～10倍，效率提高的原因是：单次冲击功大，排渣风速高，孔底干净，无二次破碎；由于无液柱压力，在无地下水的情况下，改善了孔底条件。2）、潜孔锤的柱齿或球齿硬质合金钻头，在坚硬破碎岩石中伴用，既有利于破岩，又有比金刚石钻头寿命高的适应性，大大降低了钻头成本。3）、因钻具转速低，钻具对孔壁的碰撞机会较少，而且这咱钻进方法是以高频对孔底冲击，养活了对岩石或倾斜地层产生孔斜的影响，从而可提高钻孔的垂直度，同时，也可减少孔壁岩石坍塌。-59- 4）、比起回转钻进，潜孔锤钻进所需的钻压和扭矩要小得多。这样可减轻钻机的设备的质量和能力，为大口径硬岩钻进，边坡坑滑加固锚杆孔钻进创造了有利有使用条件。5）、风动潜孔锤钻进采用的无循环干式作业，空气既作为动力又作为排渣介质，不污染环境。4.3.4.2钻孔前，按设计要求定出孔位，作出标记，锚孔定位偏差不宜大于±20MM。4.3.4.3锚孔偏斜度不应大于5%。4.3.4.4钻孔深度超过锚杆长度不小于0.3M。4.3.4.5钻孔后排渣、清孔，钻进过程中遇有夹层不成孔处，采用钢套管护壁。4.3.4.6采用钻机打孔。钻孔前应根据设计要求定出孔位，钻机倾斜度偏差为0.5%以内，在钻孔过程中，合理掌握钻进速度，保证成孔质量，锚杆长度误差控制在±50mm，孔径误差±5mm，孔距误差±50mm。4.3.4.7钻机成孔：在确定锚杆孔位后，钻机打孔，并且利用空压机产生的高压空气进行排渣。达到设计深度后，不得立即停钻，稳钻1～2min，防止底端头达不到设计的锚固直径以及后来的灌浆充分。4.3.4.8、清孔提钻：终孔后利用高压空气清除孔内余渣，直到孔口返出之风，手感无尘屑为止，避免孔内沉渣存在，同时现场工程师及质检员进行孔深检测，锚孔偏斜度（不宜大于5%），符合要求后进行下道工序施工。4.3.5、锚杆制作与安装工艺要求：下放锚杆；锚杆制安应符合设计要求，满足规范规定；对中固定支架安放牢靠，使锚筋对中，保证锚筋的保护层厚度；自由段应做好防腐处理，保证自由段的质量；留足外露长度，4.3.5.1按设计要求加工钢筋锚杆，杆体采用沿长度每3米左右设对中架。安装锚杆前，先认真检查锚杆的质量，插入钻孔的锚杆要求顺直，并应除锈，确保制作符合要求。安装时防止杆体扭压、弯曲，随杆应绑扎注浆管。锚杆安装后应及时注浆，不得随意敲击、悬挂重物等。4.3.5.2插入锚杆时应将灌浆管与锚杆同时放至钻孔底部，锚杆插入孔内长度不得小于设计规定的95%。4.3.5.3插放锚杆时，应防止钢筋扭压、弯曲，杆体放入，与钻孔角度保持一致。4.3.5.4注浆管与锚筋绑扎在一起放入钻孔，注浆管端头到孔底的距离宜为100MM。4.3.5.5锚杆制作与安装见锚杆断面示意图，灌浆管底部0.2m起钻凿Φ-59- 6泄浆孔8个，间隔500㎜，管端口与孔底保持300㎜。为确保保护层厚度不小于25㎜，在锚杆杆体设置厚度控制钢筋：除锈处理：采用钢丝刷清除钢筋、焊管铁锈。4.3.5.6防腐处理：工艺要求：非预应力锚杆的自由段位于土层中时，可采用除锈、刷沥青底漆，其层数不少于二层；对于无腐蚀性岩土层内的锚固段应除锈，砂浆保护层厚度不小于25mm.4.3.6、注浆工艺要求：-59- qI5/ME(}锚杆注浆采用灌注灌浆料，料水灰比为0.35，强度不宜低于M50砂浆。G^r^"j灌注水泥浆为一次常压灌注，并采取二次高压补浆。4.3.6.1压力灌浆准备：灌浆前，检查制浆设备、灌浆泵是否正常；送浆管路是否畅通无阻，确保注浆过程顺利，避免因中断情况影响压浆质量。4.3.6.2压浆管路检查：灌注前先压入压缩空气，检查管道通畅情况。4.3.6.3灌注方法：采用孔底反向注浆的方式，浆液从注浆管向内灌入，气直接排出。4.3.6.4注浆材料为灌浆料，灌浆料的搅拌严格按配合比水料比确定加水量：拌和用水应采用饮用水，水温以5～40℃为宜。采用机械搅拌时，搅拌时间一般为1～2分钟。注浆时应做好孔口闭浆。4.3.6.5浆液应搅拌均匀，在初凝前用完。4.3.6.6灌浆待孔口溢浆，即可停止灌浆，浆体硬化后不能充满锚固体时，应进行补浆。4.3.6.7应根据工程条件和设计要求确定灌浆压力，应确保浆体灌注密实。4.3.6.8浆体按规定留置强度检验用试块的数量，每组试块应不少于6个。4、3.6.9注浆前应先洗孔，将孔内残积及松动的废土清除干净，注浆管选用Φ60mm高压钢丝橡胶管,注浆管应插至距孔底250~500。4.3.6.10灌浆料浆自孔底向外灌注，随着水泥浆的灌入，应逐步地将一次注浆管向外拔出直至孔口，拔管过程中应保证管口始终埋在浆体内。孔口冒浆后方可停止注浆。24小时后二次注浆，注浆压力大于0.5Mpa。注浆结束标准：排出的浆液浓度与灌入的浆液浓度相同，且不含气泡时为止。4.3.7、锚杆质量检验、试验与监测4.3.7.1.每批材料到达工地后，应进行材料质量检验，合格后方可使用。-59- 4.3.7.2.施工前先按设计要求做试验锚杆，试验锚杆共做1根，试验锚杆试验拉力为锚杆设计拉力值的1.5倍。4.3.7.3.锚杆施工完毕进行锚杆拉拔试验，试验按设计要求进行，检验锚杆检验拉力为锚杆设计拉力值的1.5倍。4.3.7.4．检验锚杆的具体数量，位置及试验最大加载值应根据国家现行规范，规程的要求，经质监部门、业主、监理、勘察、施工单位及设计院共同研究后确定。4.3.8质量标准+wGE （1）水泥、钢筋等原材料应符合设计及规范要求。（2）施工检查：水泥浆、砂浆等配合比，每米锚杆水泥、水泥砂浆用量（3）锚杆工程质量检验标准见下表：4?72TBl]项  序检查项目允许偏差或允许值检查方法单位数值主控项目1锚杆长度mm±50用钢尺量 2锚杆锁定力设计要求现场实测一般项目1锚杆位置mm±50用钢尺量2成孔倾角5%测成孔倾角3浆体强度设计要求试样送检 4注浆量大于理论计算注浆量检查计量数据4.4、钢筋工程：4.4.1、钢筋的进场检验与存放a、钢筋进场应具有出厂证明书和-59- 试验报告单，进场时由技术人员、材料员、仓管员、质量员共同检查验收钢筋的外观质量、标志、数量等，经理论重量或过磅计量后收料入库；并需分批作机械性能试验。如使用中发现钢筋脆断、焊接性能不良和机械性能显著不正常时，还应进行钢筋化学成分分析。严禁不合格钢材用于该工程。b、钢筋取样，在每批钢筋中的任意两根钢筋上各取一套，每套试样从每根钢筋端部截去50cm，然后再截取试样二根，一根作拉力试验（包括屈服点、抗拉强度和延伸率），另一根作冷弯试验。试验时，如有一个试验结果不符合规范所规定的数值时，则应另取双倍数量的试样，对不合格的项目作第二次试验，如仍有一根试样不合格，则该批钢筋不予验收，不能用在工程上。c、钢筋运到加工工地后，必须严格按分批同等级、牌号、直径、长度分别挂牌堆放，不得混淆。d、存放钢筋场地要进行平整夯实，并设排水坡度，以利泄水。堆放时，钢筋下面要垫以垫木，离地且不宜少于20厘米，以防钢筋锈蚀和污染。e、钢筋半成品要分部、分层、分段并按构件名称、号码顺序堆放，同一部位或同一构件的钢筋要放在一起，并有明显标识，标识上注明构件名称、部位、钢筋型号、尺寸、直径、根数。4.4.2、钢筋制作加工场地及加工机械钢筋的加工在里口村设钢筋加工场地，设备主要采用：钢筋切断机、弯曲机、调直机、电焊机等钢筋配套机械。4.4.3、作业安排-59- 根据总控施工进度计划，编制详细的钢筋加工计划，各加工计划除和总进度计划吻合外，同时要满足现场实际进度需要。4.4.4、钢筋制作由专业人员进行钢筋翻样，完成配筋料表，配筋料表要经过技术负责人或项目总工审批后才能允许加工。钢筋加工成型严格按《混凝土结构工程施工质量验收规范》（GB50204-2002）和设计要求执行。制作成型的钢筋送达现场后，现场建立严格的钢筋质量检验制度，不符合要求的一律退场，并制定节约措施，钢筋下料套材降低材料损耗。（1）、加工前，应先熟悉施工图纸，明确各部位钢筋的形状和细部尺寸，确定各类结构的绑扎程序，按流水段和先后次序下料，做好配料单，配料单应上报审核，审核无误后，方可下料加工。（2）、钢筋的表面应洁净，带有颗粒状或片状老锈，经除锈后，仍留有麻点的钢筋严禁使用；一旦沾有油污，必须经过处理后或降级方可使用，所以要采取避免污锈和油污的措施。（3）、钢筋的抗拉强度实测值与屈服强度实测值的比值不应小于1.25，钢筋的屈服强度实测值与强度标准值的比值不应大于1.3。（4）、受力钢筋的弯钩和弯折应符合下列规定：a、HPB235级钢筋的末端应作180°弯钩，其弯弧内直径不应小于钢筋直径的2.5倍，弯钩的弯后平直部分长度不宜小于钢筋直径的3倍；b、当设计要求钢筋末端作135°弯钩时，HRB335级、HRB400级钢筋的弯弧内直径不应小于钢筋直径的4倍，弯钩的弯后平直部分长度应符合设计要求；c、钢筋作不大于90°的弯折时，弯折处的弯弧内直径不应小于钢筋直径的5倍。（5）、制作箍筋时，末端应作弯钩，弯钩的弯弧内直径不应小于受力钢筋直径；箍筋弯钩的弯折角度：对于一般结构，不应小于90°，对有抗震要求的结构，应为135°；箍筋弯后平直部分长度：对一般结构，不宜小于箍筋直径的5倍，对有抗震要求的结构，不应小于箍筋直径的10倍。（6）、钢筋圆钢调直采用冷拉调直，HPB235级钢筋的冷拉率不宜大于4％，即100m的冷拉不超过4m。质量要求：调直后钢筋应平直，无局部曲折，表面无明显擦伤，否则降低抗拉强度。-59- （7）、切断：根据配料单上钢筋级别、规格、尺寸、数量进行断料。同规格的钢筋按不同长度进行长短搭配统筹排料，先配长料，后配短料。在工作台上标出尺寸刻度线，设置断料尺寸挡板，避免用短尺丈量长料。钢筋长度力求准确。（8）、为保证钢筋加工形状、尺寸准确，可制作钢筋加工的定型卡具控制钢筋尺寸。（9）、严格按图用料施工，需代换时，必须征得设计单位同意。（10）、钢筋加工的允许偏差见下表钢筋加工允许偏差项目允许偏差（mm）受力钢筋顺长度方向全长的净尺寸±10弯起钢筋的弯折位置±20箍筋内净尺寸±54.4.5、钢筋连接受力钢筋的连接方式应符合设计要求及国家现行标准《钢筋焊接及验收规程》JGJ18的规定，根据本工程实际情况，本工程采用搭接方式连接，搭接长度符合规范要求，承台内搭接长度不小于32d,箱变内不小于40d。4.4.6、钢筋安装1）、准备工作a、核对成品钢筋的钢号、直径、形状、尺寸、和数量等是否与料单牌相符，如有错漏，应纠正增补。b、准备绑扎用的铁丝、绑扎工具（如钢筋钩、带扳口的小撬辊），绑扎架等。c、准备控制混凝土保护层用的水泥砂浆垫块或塑料卡。d、画出钢筋的位置线。e、绑扎形式复杂的结构部位时，应先研究逐根钢筋穿插就位的顺序，并与模板工联系讨论支模和绑扎钢筋的先后次序，以减少绑扎困难。2）、钢筋绑扎接头-59- a、钢筋绑扎接头宜设置在受力较小处。同一纵向受力钢筋不宜设置两个或两个以上接头。接头末端至钢筋弯起点的距离不应小于钢筋直径的10倍。b、同一构件中相临纵向受力钢筋的绑扎搭接接头宜相互错开。绑扎搭接接头中钢筋的横向间距不应小于钢筋的直径，且不应小于25mm。c、纵向受拉钢筋的绑扎搭接接头面积百分率不同时，其最小搭接长度按03G101-1图集执行。d、在绑扎接头的搭接长度范围内，应采用铁丝绑扎三点。e、钢筋安装位置的允许偏差和检验方法钢筋安装位置的允许偏差和检验方法项目允许偏差（mm）检验方法绑扎钢筋网长、宽±10钢筋检查网眼尺寸±20钢尺量连续三档，取最大值绑扎钢筋骨架长±10钢尺检查宽、高±5钢尺检查受力钢筋间距±10钢尺量两端、中间各一点，取最大值排距±5保护层厚度基础±10钢尺检查绑扎箍筋、横向钢筋间距±20钢尺量连续三档，取最大值预埋件中心线位置5钢尺检查水平高差＋3，0钢尺和塞尺检查4.4.7、成品保护1）、绑扎钢筋时严禁碰撞预埋件，如碰动应按设计位置重新固定牢靠。2）、应保证预埋构件等位置准确，如发生冲突时，可将竖向钢筋沿平面左右弯曲，横向钢弯上下弯曲，绕开预埋构件，如有要求要设置补强钢筋。但一定要保证保护层的厚度，严禁任意切断钢筋。-59- 3）、模板板面刷隔离剂时，严禁污染钢筋。4）、各工种操作人员不准任意蹬踩钢筋，掰动及切割钢筋.5)、钢筋清理钢筋堆放时，不可避免淋到雨水，因此，钢筋使用前，检查钢筋是否生锈，生锈的钢筋做除锈处理，保证混凝土对钢筋的握裹力。4.5、模板工程：模板工程关系到整个混凝土外观质量的好坏，须从模板选材、操作工艺、管理方法、技术措施、材料投入、成品保护等方面精细设计，确保模板工程在任何一个环节上都处于受控状态。4.5.1、支撑体系选择圆形基础周圈模板选用木模板，水平支撑采用环形20钢筋@400设置，竖向及斜向支撑采用木方支撑加固，纵龙骨及斜撑沿墙体长度方向@500设置。4.5.2、模板施工工艺（1）模板的加工根据模板的加工数量，适时组织材料进场，选择含水率小于9%的白松木方，检查木方截面尺寸，在50mm宽的侧面刨光，保证尺寸一致。模板面板加工前，先检查周边是否有破损，否则裁去破损的边角。锯开多层板后，检查截断面的直线度，如有偏差，用电刨刨直，但要保证柱截面尺寸。当需裁开多层板时，应弹线刨光后，涂刷封边胶，以延长模板使用寿命。背楞与面板及柱箍的两个接触面应压刨刨平整，而且用在同一块模板上的方木高度要严格一致，以确保面板、背楞及柱箍接触良好协同工作。模板背楞之间尽可能不出现接头，如果出现接头位置应相互错开，接头上下均应附1个完整柱箍间距。背楞与面板连接的钉头一定要钉牢，不能凸出或凹进板面，否则拆模时，板面容易造成混凝土表面缺陷，影响混凝土外观质量。加工好的木模板在它的裁断面用酚醛树脂封闭，面板上钉钉子处也用酚醛树脂封闭。-59- 柱、梁的模板加工必须满足截面尺寸，两对角线误差小于1mm，尺寸过大的模板需进行刨边，否则禁止使用。次龙骨必须双面刨光，主龙骨与次龙骨接触面必须刨光。翘曲、变形的方木不得作为龙骨使用。板块与板块竖向接缝处理，做成企口式拼接，然后加柱箍、支撑体系将柱固定。多层板模板表面平整度控制在1mm以内，拼缝小于1mm，模板必须具备足够的刚度、强度、稳定性，并做抛光和防潮处理，重点检查吊环的焊缝牢固性及加工尺寸。模板加工完成后必须经过技术人员，质检人员验收合格后，方可使用。对于周转使用的多层板，如果有飞边、破损模板必须裁掉破损部分，然后刷封边漆再利用。（2）模板的安装①一般要求：模板及支撑结构应具有足够的强度、刚度和稳定性；固定在模板上的预埋件和预留孔不得遗漏，安装必须牢固且位置准确。重要预埋件，必须根据相关设计图纸精确加工，辅以经纬仪、水准仪准确定位，安装牢固；梁、板、剪力墙所有模板的轴线位置、截面尺寸、平整度、垂直度通过自检、互检、交接检严格检查，确认无误后，进入下一道工序。4.5.3模板的拆除1）模板拆除后，应立即清理干净并刷上脱模剂。新模板进场，必须先刷脱模剂方可使用，拆下的扣件及时集中收集管理。拆模时严禁模板直接从高处往下扔，以防模板变形和损坏。2）各构件拆强度以及同条件强度试块预留见下表：结构类型拆模要求试块留置竖向结构砼强度达1.2Mpa以上留置同条件1.2Mpa试块或浇筑完成后24小时拆3）拆模的要求对于竖向构件的拆模，一定要做到砼强度达到1.2Mpa以后拆模，以便于保护砼的棱角不受破损。4.5.4质量保证要求:4.5.5.1.严格控制预拼模板精度，其组拼精度要求符合下列要求：序号项目允许偏差(mm)1两块模板之间拼缝≤2.02相邻模板之间高低差≤2.0-59- 3模板平整度≤0.44模板平面尺寸偏差+2~-54.5.5安全措施:4.4.5.1.登高作业时，各种配件应放在工具箱或工具袋中，严禁放在模板或脚手架上，各种工具应系挂在操作人员的身上或放在工具袋中，不得掉落。4.4.5.2.装拆模板时，上下要有人接应，随拆随运转，并应把活动的部件固定牢靠，严禁堆放在脚手板上和抛掷。4.4.5.3.安装模板时，要随时支设固定，防止倾覆。4.4.5.4.对于预拼模板应整体拆除。拆除时，先挂好吊索，然后拆除支撑及拼接两片模板的配件，待模板离开结构表面再起吊。起吊时，下面不准站人。4.6、混凝土工程：本工程混凝土采用商品混凝土,混凝土罐车运输，机械振捣，人工平面。4.6.1工程所用原材料商混站设专人负责砼用原材料外加剂的取样、试化验检验送样工作。设专人负责砼试块的制作、标养、送检，日常抽查检验、坍落度、和易性等。砼试块同条件养护块应置于施工现场，并放入自制钢筋笼内，防止试块受损。4.6.2混凝土的搅拌和运输（1）商品混凝土站应满足保证混凝土的质量稳定及时，满足现场混凝土连续浇筑的要求，确保浇筑过程中不出现冷缝。（2）施工过程中应严格控制其坍落度、配合比水灰比以及相关资料。（3）混凝土的运输应根据施工要求和运输距离，尽量缩短混凝土运输及等待的时间，减少坍落度损失。4.6.3、混凝土浇筑（1）浇筑前准备①机具准备及检查：泵车、振动器及刮尺等机具设备按需要准备充足，并考虑发生故障时的修理时间，现场有备用振动器。-59- ②在混凝土浇筑期间，要保证水、电照明不中断。③浇筑混凝土前对该部位的模板、钢筋、预埋管、预埋件、预留洞等进行全面细致的检查，并做好隐检验收记录，办理好土建与水电、钢结构等其它专业的会签手续。④提前提交混凝土浇筑申请单，申请单由工长认真、准确填写，项目技术负责人审核、签字。同时工长对项目试验员下发混凝土浇筑通知单，试验员接到通知单后，根据通知单内容做好试验准备工作。⑤混凝土施工前由工长（重要部位由技术负责人）对施工管理人员、班组长及作业人员在现场进行全面且要有针对性、可操作性的技术交底。交底内容要包括主要施工方法、技术要点、过程控制、质量标准、注意事项以及成品保护等。（2）混凝土浇筑流程模板、钢筋验收→混凝土浇筑、振捣→混凝土找平、压面→混凝土覆盖养护→拆模后检查验收4.6.4混凝土振捣①基础、剪力墙采用HZ-50插入式振捣棒振捣。②振捣棒的插点要均匀排列，按浇筑顺序有规律地移动，不得漏振，每次移动的距离不应大于振捣棒作用半径的1.5倍，振捣棒的作用半径按300mm考虑，则插点间距不得大于450mm。同时振捣棒插入时，应插入下层混凝土中不得少于5cm，不得接触模板，且应避免碰撞钢筋、预埋件、预埋管等。③振捣棒振捣时，应快插慢拔，防止混凝土分层、离析或出现空洞，每一点的振捣时间不宜过短，也不宜过长，可通过对浇筑混凝土表面变化的观察进行控制，以混凝土表面呈水平不再显著下沉，不再出现气泡，表面泛出灰浆为准。④用平板振动器振捣楼板混凝土时，每一位置上连续振捣一定时间，以混凝土表面均匀出现浆液为准，移动时要成排一次进行，前后位置和排与排之间应有1/3平板宽度的搭接，以防漏振。4.6.5、混凝土养护及成品保护楼板混凝土宜采用铺塑料布浇水养护的方法；每天的浇水次数以能保证混凝土表面潮湿为准，混凝土养护时间不得少于7d。承台立面养护采取浇水，覆塑料薄膜防止蒸发。4.6.6、混凝土质量标准-59- 混凝土质量关系到工程的整体结构质量，从浇筑到养护全过程均由质检员严格把关。严格控制混凝土工程各阶段的各项技术指标，进行层层把关，作业班组人员经过严格培训，并且人员保持稳定。如下表所示。现浇混凝土允许偏差序号项目允许偏差（mm）国家标准1轴线位移102标高±303截面尺寸±504表面平整度（2m长度内）±105预埋管、预留孔中心线位置154.7塔筒预埋螺栓、底环安装：1、根据锚杆圆心放线，用红色油漆笔放出底环的内外边线及中心线；2、将分块的底环按照技术要求焊接，焊接要求满焊，然后与模板上下环组装在一起；3、先用3至4根外套厚壁钢管高强螺栓将模板环与底环组装成支架系统，用吊车将支架吊入坑内，在底环下用钢管支撑固定，固定时其内外边线及中心线要与所画红线一致（误差±5cm）；4、将上端拧好螺母的高强螺杆放入坑内，一名工人在基础环顶部从上往下穿高强螺杆，下边的工人给高强螺杆穿上PVC管并拧紧螺母，固定所有高强螺杆，高强螺杆露出模板上环尺寸按照设计要求±-59- 1mm以内。安装高强螺杆作业过程中需注意保护螺纹的完整性，防止螺纹损伤。基础环安装完成时为方便绑扎精轧钢筋，留下4——5根高强螺杆待绑扎精轧钢筋完成后再安装；5、将模板下环抄平使基础环水平度控制在±1mm，具体方法：先抄一下四根立柱处的水平度，将最高处作为标高，然后用千斤顶调整好其他三根立柱处，用铁板垫实；6、基础环抄平后按照设计要求绑扎精轧钢筋笼；7、浇筑混凝土混凝土浇筑过程保证螺栓模板顶环不变形移动，并随时监测顶环，若发生变化，采用汽车吊活千斤顶及时校正，确保螺栓的精准。质量监控：质量监控要点：设计、监理、施工方检查底环上下螺母是否拧紧，PVC是否完整无破损及是否密封下模板环平整度±1mm；外露高强螺杆的长度是否一致；5、保证工程工期措施5.1、建立完善的计划保证体系建立完善的计划体系是掌握施工管理主动权，控制施工生产局面，保证工程进度的关键一环，本项目的计划体系将以日、周、月、和总控计划构成工期计划为主线，并由此派出设计进度计划、承包商、供货商招标计划和进场计划、技术保障计划、商务保障计划、物资供应计划，质量检验与控制计划、安全防护计划及后勤保障一系列计划，在各项工作中做到未雨绸缪，并根据实际情况，适时进行调整、纠偏，使进度计划管理形成层次分明，深入全面，动态跟踪，行之有效，贯彻始终制度。计划编制形成为实现各个目标，采取三级计划进行工程进度的安排和控制，除每周与工程相关各方的工作例会外，每日下午5点召开分包的日计划检查和计划安排碰头会，以解决当日计划落实过程中存在的矛盾问题并且安排第二日的计划和所调整的计划，以保证周计划的完成，通过周计划的完成保证月计划的完成，通过月计划的控制保证整体进度计划的实现。-59- 5.2、一级总体控制计划：表述各专业工程的各阶段目标，提供给业主和业主代表、监理、设计和相关承包商，采用计算机进行计划管理，实现对各专业工程计划实施监控及动态管理，本次投标提供一级总控计划。5.3、二级进度控制计划：以专业工程的阶段目标为指导，分解成该专业工程的具体实施步骤，以达到满足一级总体控制计划的要求，便于对该专业工程进度进行组织、安排和落实，有效控制工程进度。5.4、三级进度计划：是以二级进度计划为依据，进一步的分解二级进度控制计划进行流水施工和交叉施工的计划安排，一般是以月度的形式提供给业主代表、监理、设计和相关承包商及其基层管理人员，具体控制每一分项工程在各个流水段的工序工期。三级计划将根据实际进展情况提前一周提供该计划和上月计划情况分析和下月计划安排。5.5、周、日计划：是以文本格式和横道图的形式表述作业计划，计划管理人员随工程例会下发，并进行检查、分析和计划安排。通过日计划确保周计划、周计划确保月计划、月计划确保阶段计划、阶段计划确保总体控制计划的控制手段，使阶段目标计划考核分解到每一日、每一周。所有计划管理均采用计算机进行严格的动态管理，从而不折不扣地实现预期的进度目标，达到控制工程进度的目的。5.6、施工配套保证计划：此计划是完成专业工程计划与总控计划的关键。5.7、图纸计划：此计划要求设计单位提供的工程施工所必须的图纸的最晚期限。-59- 5.8、方案计划：此计划要求的是拟编制的施工组织设计或施工方案的最迟提供期限。“方案先行、样板引路”是保证工期和质量的法宝，通过方案和样板制订出合理的工序，有效的施工方法和质量控制标准。在进场后，我们将编制各专业的系列化方案计划，与工程施工进度配合。5.9、分供方和专业承包商计划：此计划要求的是在分项工程开工前所必须的供应商、专业分包商合约最近签定期限和进场时间。由于本工程的工期较短，所以对分供方和专业分包方的选择是极其重要的工作，在此计划中充分体现对分供方和专业分包商的发标、资质审查、考察、报审和合同签定期限和进场时间要求。在进场后，我们将编制各分供方和专业承包商计划，与工程施工进度配套。5.10、设备、材料进场计划及大型施工机械进出场计划：此计划要求的是分项工程所必须使用的设备材料进场计划以及施工、机械设备的最近出场期限。为保证对塔吊以及部分临建设施等制定出最近退场或拆除期限。为保证此项计划，进场后应编制细致可行的退场拆除方案，为现场创造良好的场地条件。5.11、质量检验验收计划：分部分项工程验收是保证下一分部分项工程尽早插入的关键。本工程由于工期紧，分部分项验收必须及时，结构验收必须分段进行。此项验收计划需业主和业主代表、监理方、设计方和质量监督部门密切配合。6、保证工程质量的措施6.1、保证质量组织机构及体系、质量和技术管理机构、质量管理责任制、质量检验责任制:-59- 6.1.1、质量保证体系结构砼浇筑质量员模板安装固定质量员钢筋加工及安装质量员模板环支架安装调平质量员基坑开挖质量员机械钻孔质量员锚杆安装质量员高压注浆质量员C40垫层施工质量员创建优质工程项目经理公司质检部质检员项目副经理总工6.1.2、质量管理责任制:6.1.2.1项目经理质量责任制-59- 1）对本现场内所有单位工程质量负责，是项目质量第一责任者。具体领导实施项目质量控制和管理。2）组织编制并负责贯彻单位工程的施工组织设计施工方案和各项保证工程质量的措施办法。3）负责落实各项技术政策、规范、规程、质量标准，组织项目经理部的质量旬检、旬分析活动，并组织对分部工程质量评定工作。4）抓号小班子人员和操作工人保证工程质量的思想教育工作，树立“质量第一、用户第一”思想，严格执行各项质量管理制度。5）组织编制和实施质量计划。6.1.2.2项目技术负责人责任制1）认真贯彻执行各项技术、质量标准、规范、规程及质量措施办法，对分管范围内质量工作负全部责任。2）组织施工、技术管理人员熟悉和审查施工图纸，工程地质资料和开工前的技术准备工作，搞好施工测量，为按图施工提供依据。3）负责编制本项目经理部年度质量计划及保证工程质量的技术措施，并向技术员以及操作者进行技术、质量交底，队违反技术规定的有权制止继续施工。4）负责本项目经理部的技术资料复核工作，参与和指导所在项目经理部，工人班组创优竞赛活动。5）参加隐蔽工程和分部、分项工程质量验收工作，对不合格的工程有权制止继续施工和返工重做。6）协助项目经理定期召开质量分析会，找出问题产生的原因，制定改进措施，限期整改。7）参与事故的调查、处理及汇总上报工作。6.1.2.3项目副经理质量责任制1）贯彻“质量第一”的方针，认真做好保证质量的宣传教育工作，对所负责施工的工程质量负直接责任。2）负责组织质量日检、月检活动，并主持施工班组或多工种之间的质量交接工作。-59- 3）按施工图纸、施工组织设计及施工方案、工艺程序组织施工，严格执行质量标准，并负责向施工班组进行技术、质量交底、发生质量事故立即上报。4）组织隐蔽工程验收和分项工程质量评定。分项工程完工厚，在班组自检的基础上，组织技术员、质检员、班组长共同评定质量等级，质量不合格的不验收，不开资。5）定期组织召开质量分析会，研究质量上纯在的问题，分析产生的原因，制定整改措施，并落实到人头限期解决。6）严格执行原材料、成品、半成品质量验收工作、对不合格的材料拒绝使用。6.1.2.4质量检查员责任制1）认真贯彻执行国家和上级有关质量政策、规范、规程、标准。2）施工过程中，按照质量验评标准要求，对毎道工序、分部、分项工程进行跟踪检查和监督，并核查分部分项质量评定结果。3）对下一道工序所掩盖的隐蔽工程及时会同建设单位及监理单位检查验收，并做好记录。4）督促和指导施工班组旬检、日检、工序交接检、定期考核施工现场质量管理个班组的质量管理。5）对单位发生的质量问题及时向领导主管业务部门汇报。6）认真贯彻质量否决权制和各级人员质量责任制，严格质量管理制度，对不合格的分项工程拒绝验收签字。7）每月督促和参加单位的质量大检查，按要求进行质量总结和参加单位的质量大检查，按要求进行质量总结和参加质量分析会。8）参与质量事故的调查处理及汇总，上报工作。6.1.2.5班组长质量岗位责任制1、对本班的操作质量负全部责任，经常对本班人员进行质量第一的思想教育。2、严格要求并带头遵守操作规程和质量检评标准，对不合格的分项工程坚决推倒重来。3、组织班组坚持开展日检、五日检评活动，开好班组质量分析会，并做好记录，坚持不合格分项不转入下道工序。-59- 4、坚持班组实行高级工负责制及班组内部质量奖罚制度。6.1.2.6班组质量员质量岗位责任制1、对班组的操作质量负有检查责任。2、认真贯彻执行操作规程和技术交底，对本班人员不按“规格”操作的有权制止。3、负责本班的质量自检，按内控标准进行自评工作，并做好记录。4、协助班长开好班组的质量分析会，找出本班组操作质量存在原因和质量改进办法。6.1.2.7生产操作工人质量岗位责任制1、操作工人要对本人承担操作部位质量负责。2、认真贯彻“百年大计、质量第一”方针，严格执行操作规程，按质量标准进行操作。3、按“样板活”进行操作，严格把好质量关，做到不合格材料不使用，不合格工程不转入下道工序。4、按要求及时做好质量自检、互检、努力做到工程质量一次成优。6.2、质量管理措施：针对本工程质量目标，我们委派具有同类工程施工经验的高素质的项目管理和质量管理人员组成工程项目管理班子项目经理部在总部的服务和控制下，充分发挥企业的整体优势和专业化施工保障，按照企业成熟的项目管理模式，以专业管理和计算机管理相结合的科学化管理体制，全面推行了科学化、标准化、程序化、制度化管理，以一流的管理体、一流的技术、一流的施工和一流的服务以及严谨的工作作风，精心组织、精心施工、履行对业主的承诺、实现上述质量目标。6.3、质量控制和保证的指导原则：首先建立完善的质量保证体系，配备素质的项目管理和质量管理人员，强化“项目管理，以人为本”。严格过程控制和程序控制，开展全面质量管理，树立创“过程精品”、“业主满意”的质量意识，使该工程成为我公司具有代表性的优质工程。-59- 制定质量目标，将目标层层分解，质量责任、权力彻底落实到位，严格奖罚制度。建立严格而实用的质量管理和控制办法、实施细则，在工程项目上坚决贯彻执行。严格样板制、三检制、工序交接制度和质量检查和审批制度。广泛深入开展质量职能分析、质量讲评、大力推行“一案三工序”管理措施即“质量设计方案，监督上工序、保证本工序、服务下工序”。利用计算机技术等先进的管理手段进行项目管理和质量管理和控制，强化了质量检测和验收系统，加强质量管理的基础性工作。大力加强图纸会审，图纸深化设计，详图设计和综合配套图的设计和审核工作，通过确保设计图纸的质量来保证工程施工质量。严把材料（包括原材料、成品和半成品）、设备的出厂质量和进场质量关。确保检验、试验和验收与工程进度同步，工程资料与工程进度同步，竣工资料与工程同步，用户手册与工程竣工同步。6.4、实施“过程精品”工程：我们的质量管理工作指导思想是：全面对接市场，实施“过程精品”战略。6.4.1、“过程精品”指导原则：1）遵守水渠原理将项目人员的行为、协力单位和行为看作是水渠里流的水，将企业的管理规章制度、项目管理制度、项目各级人员的管理行为、施工时的预防预控措施看作是水渠。水渠建得不好，水流就可能会泛滥，强调加强质量管理制度，各级人员的质量管理行为及加强质量控制预防。2）坚持各负其责项目进行分工后，各负其责，决不许越俎代庖，在施工方案措施面前及任务安排和落实上，任何接爱人（执行人）都必须无条件严格的执行。3）加强内部管理-59- 在工程质量上要加强桩基工程和承台结构工程的管理，在工程施工中严格执行样板制。4）强调创“过程精品”只有通过“过程精品”才能保证整个工程成为精品，任何人必须以此作为自己的行为准则，严格控制每一工序、每一程序、每一过程和每一环节。5）严格执行“会诊制度”和“奖罚制度”在工程实施过程中，要做到“凡事有章可寻，凡事有人负责、凡事有人监督、凡事有据可查”，对每一重要分部分项工程都编制了管理流程，严格执行“会诊制度”“奖罚制度”相结合的方式彻底解决施工中出现的问题，以“过程精品”保证精品工程。（1）基础工作施工前严格按照国家现行施工规范和验评标准组织编写工程施工组织设计。认真组织学习执行有关规章制度，对全体员工进行质量意识教育，牢固树立“质量是企业的生命”和“为用户服务”的思想。按照ISO9002体系运行文件的要求建立质量保证组织体系，设立专职质检员和成品保护管理员岗位，建立岗位责任制，并建立相应的台帐，单位的领导要经常检查质量保证体系的运转情况。（2）物资检验规定对所有进场的原材料、半成品组织检查验收，建立台帐。所有进场物资如由分包单位自行采购时，分包单位必须随材料进场向总包提供合格的材质证明、出厂合格证和试验报告。对需要做复试的原材料，如：水泥、钢材、钢筋、砂石料、各种附加剂、焊条、焊剂、防水材料等，必须按照规定及时取样试验，并将试验报告向监理报验。对进场的物资必须进行标识，按照已经经过检验、未经检验和经检验不合格等三种状态进行分种类堆放，严格保管，避免误用不合格的材料。对不合格物资，坚决要求不准进场，同时要注明处理结果和材料去向。对不合格材料的处理，应建立台帐。（3）过程检验及报验规定-59- 严格执行国家现行规范、标准及企业的各项规定，严格按照设计要求组织施工。每个分项工程（工序）开工之前，严格按工艺标准要求对操作班组进行技术、质量交底。工程施工实行“三检制”，应认真抓好班组的自检工作，设立专职质检员，督促班组的自检及填写自检记录。分部分项（工序）工程完成后，分包单位组织自检和工序间的交接检查，不合格的分项或工序，不经返修合格不得进行下道工序的施工。分项工程或工序达到合格后填好报验单报监理和总包责任工程师复查验收，报验单附自检、交接检记录、隐蔽记录、预检记录、质量评定等资料。严格按照“三检制”组织检查各道工序的质量。做到检查上道工序，保证本道工序，服务下道工序。真正做到严格控制工序质量，不合格的工序不移交。质检人员必须严格控制施工过程中的质量，在施工过程中严格把关，不得隐瞒施工中的质量问题，并督促操作者及时整改。（4）不合格分项（工序）处理规定施工中出现施工质量严重不合格，不得擅自进行处理，必须及时汇报，由总包方会同业主、设计院、监理制定处理方案。施工方必须严格按照处理方案进行返修，并将处理结果报监理方复查，复查达不到合格的应重新处理，直至达到合格为止。凡因施工不当造成的一切后果，包括经济损失，一律由分包单位自负。施工中出现质量事故，必须按规定填写质量事故报告单，并及时上报监理方。出现质量事故时，必须认真对待，严格按照三不放过的原则，追查责任者、事故的经过。对责任者进行严格处理，不讲情面，说人情，包庇责任者。（5）工程质量检验评定规定分项工程质量评定应接照国家质量验评标准规定进行实事求是的评定。现场分项工程质量评定，由分包单位组织自检评定，报项目总包进行核定。分项工程质量评定必须在班组自检的基础上由工长组织有关人员进行，由总包方项目专职质检员核定质量等级。-59- 分项工程质量评定过程中出现不合格，由专职质检员填写不合格品通知单，技术部门提出纠正措施，整改后重新评定。质量目标：本单位工程要达到的质量目标是优质工程。（6）保证工程质量措施质量保证基础资料，由分我单位负责填写、整理、报监理方，并严格执行地方行业标准。各种质量保证资料，必须与施工同步进行，不得后补，以保证资料的完整、真实、整齐。总包方将会同技术部定期对各分包方进行资料查验。我单位质检组，必须编制每周质量检查计划，并列出检查标准的依据，严格按照检查计划进行控制检查、评定。质量评定资料必须统一，格式要标准化，严格按照《建筑安装工程质量检验评定标准》进行质量检查、评定。（7）工程质量奖罚规定我单位对工程质量认真负责，分期、分阶段、分部位，达到予期质量目标的给予奖励。奖励额度按照双方约定的合同条款执行。分项、分部工程质量，达不到预期目标，或经上级部门检查工程质量低劣，给工程带来不良影响的给予处罚。处罚额度按照双方约定的合同条款执行。进场材料把关严格、保管、发放等管理好的，原材、半成品控制严格，给施工质量创造了良好的基础，按双方合同约定给予奖励。物资把关不严，使用不合格材料，给工程质量带来不可挽回的损失，按双方合同约定给予处罚。不按图施工，违章操作，造成返工的根据返工损失大小给予加倍处罚。6.5、质量控制和保证的具体措施：质量控制和保证措施在各专项施工方案中已有具体描述，以下对相关的质量管理和控制措施进行简单阐述。-59- 6.5.1、钢筋工程：钢筋工程是结构工程质量的关键，我们要求进场材料必须由合格分供方提供，并经过具有相应资质的试验室试验合格后方可使用，在施工过程中我们对钢筋的绑扎、定位措施和方法，基本杜绝了钢筋施工的各项隐患，以确保施工质量。钢筋绑扎实测项目（见下表）序号允许偏差项目允许偏差值（㎜）1网的长度、宽度±102网眼尺寸±203骨架的宽度、高度±104受力钢筋间距±10排距±105箍筋、拉勾等±106焊接预埋件中心线位移±10水平标高±107受力钢筋保护层基础±10具体控制措施：为保证钢筋与混凝土的有效粘结力，防止钢筋污染，在混凝土浇筑后均要求工人立即清理钢筋上的混凝土浆，避免其凝固后难以清除；为有效控制钢筋的绑扎间距，在绑板、墙筋时均要求操作工人先划线后绑扎；工人在浇筑墙体混凝土前安放固定钢筋，确保浇筑后钢筋不偏位；通过垫块保证钢筋保护层厚度，钢筋卡具控制钢筋排距和纵、横间距；钢筋绑扎后，只有土建和安装质量检查员均确定合格后，经监理检验合格后方可进行下道工序的施工。6.5.2、模板工程：-59- 模板体系析选择在很大程度上决定着最终观感质量。对模板工程进行了大量的研究和试验，对模板体系的选择、拼装、加工等方面都已趋于完善、系统，能够较好的控制了模板的胀模、漏浆、变形、错台等质量通病。模板工程允许偏差项目序号允许偏差项目允许偏差值（mm）1轴线位移102标高±103截面尺寸±204相邻两板表面高低差105表面平整度106预埋钢板、预埋管、孔中心线位移107预留洞中心线位移10截面内部尺寸10模板质量具体控制措施：为保证模板最终支设效果，模板支设前均要求测量定位，确定好每块模板的位置；通过完善的模板体系和先进的拼装技术保证模板工程的质量；在承台结构施工中普遍采用定型拼接模板，避免模板的变形，在保证砼内实外美的同时提高了施工速度；这种模板具有易拼装、易拆卸、接缝严密、浇筑后表面平整光滑等优点。6.5.3、混凝土工程：本工程采用商业砼进行砼浇注。在施工中采用流程化管理，严格控制砼各项指标，浇筑后成品保护措施严密，每个过程都存在完整记录，责任划分细致，配合模板体系后，保证了砼工程内实外美的效果。混凝土工程允许偏差项目序号允许偏差项目允许偏差值（mm）1轴线位移102标高±10-59- 3截面尺寸±205表面平整度107预埋钢板中心线位置位移108预埋钢管、预埋孔、预埋螺栓位置偏移5质量控制的具体措施：必须每4小时检测坍落度，混凝土开始供应前必须做开盘坚定并做好记录，同时记录开始浇筑时间、浇筑完成时间，以保证砼的质量；浇筑砼时为保证砼分层厚度，制作有刻度的尺杆，当晚间施工时还要配备足够照明，便于操作者和监督者工作；砼浇筑后做出明显的标识，以避免砼未达到强度前受到破坏；为保证砼拆模强度，从下料口取砼制作同条件试块，并用钢筋笼保护好，与浇筑部位按同等条件进行养护，拆模前先试验同条件试块强度，达到拆模强度方可拆模。6.5.岩石锚杆风机基础所需高强预应力螺杆材料标准8.5.4.1高强预应力螺杆a)范围本标准规定了EarthSystemsGlobal，Inc.(ESGI)为岩石锚杆风机基础设计所用高强预应力螺杆的技术参数、技术要求、型式检验和出厂检验规则、包装、运输、贮存的技术要求。本标准适用于岩石锚杆风机基础设计所用高强预应力螺杆订货与验收。b)规范性应用文件下列文件中的条款通过本标准的引用而成为本标准的条款，凡是不注日期的引用文件，其最新版本适用于本标准。Ø通用规则：该标准规定了用于支撑岩石锚杆风力发电机塔筒基础的高强预应力螺杆要求。该标准规定的螺杆采用连续型圆弧螺纹，不适用于ANSI标准规定的螺纹类型。Ø参考标准：GB/T20065-2006预应力混凝土用螺纹钢筋ASTMA615用于水泥混凝土加强的异型方钢坯料棒体的标准规范ASTMA722未涂层的用于预应力混凝土的高强钢杆的标准规范ASTMA370钢材产品的标准测试方法和机械测试的定义cESGI为岩石锚杆风机基础设计所用预应力高强地脚螺栓应满足以下技术要求：-59- i.预应力高强螺栓直径为32mm及直径为50mm锚杆。ii.预应力高强螺栓型号根据招标结果确定(但技术参数须满足设计要求)。iii.预应力高强地脚螺栓通长带螺纹，每根预应力高强地脚螺栓配备4个螺母和相应垫片、锚杆配备两个螺母及一个连接器。d)技术要求i.高强螺杆长度为1.9米，锚杆为十米及七米长度，用锚杆连接器连接成17米长锚杆。ii.预应力高强螺栓应成束运输，防止运输及吊装中损坏。e)型式检验和出厂检验规则i.检验项目与方法除另有规定外，预应力高强地脚螺栓的检验项目和检验方法应符合表1规定。表1检验项目和方法序号检验项目型式检验过程检验出厂检验检验要求1预应力高强螺栓及锚杆材料强度○■*GB/T20065-20062预应力高强螺栓及锚杆材料长度○○*按设计要求执行3预应力高强螺栓及锚杆材料直径○○*按设计要求执行注：1）标有“*”为文件检验（厂家提供的检验文件）；标有“○”为全检；标有“■”第三方批量检验。2）本表仅作为需方型式、过程、出厂检验使用，厂家检验应根据供方质量控制和相关要求规范进行控制。ii.预应力高强地脚螺栓的型式检验要求按表1的型式检验项目进行，如各检验项目均符合本标准规定的要求时，则判定该产品的型式检验合格；如某一项目的检验结果不符合本标准规定的要求，则判定该产品的型式检验为不合格。-59- i.预应力高强地脚螺栓按表1规定的出厂检验项目采用全数出厂检验，并由质检部门检验合格，应出具产品合格证书后方可出厂。f)运输、贮存i.预应力高强地脚螺栓在运输时应采用必要的防震防撞措施，并应能避免碰伤、雨淋和有害气体的侵蚀。ii.在运输过程中应捆绑牢固，两边放置楔形垫木防止滚动；捆绑索具及垫木与塔架之间须垫放棉制iii.预应力高强地脚螺栓应贮存在清洁、通风、干燥处不允许在阳光下长期暴晒。露天存放时,底部应放置楔形木防止滚动,楔形垫木与筒体之间放棉制缓冲物。g)φ32mm风电用高强预应力螺杆及锚具技术文件i.Φ32高强度精轧钢筋外形采用螺纹状无纵肋且钢筋两侧螺纹在同一螺旋线上的右旋螺纹，其外形尺寸精度高于国家标准，螺纹采用细牙。如下图1。ii.钢筋的公称直径为32mm，钢筋的公称面积与理论重量见表1表1公称直径mm公称截面积mm2理论重量kg/m32803.94.84iii.钢筋的外形尺寸及允许偏差见表2表2公称直径（mm）尺寸（mm）αdhdvlhbR3232±0.332+0.3-1.06±0.31.6±0.33.6±0.21.086.5°iv.长度及允许偏差l钢筋按定尺交货，长度允许偏差为0～+20mm。v.弯曲度和端部l钢筋的弯曲度不得影响正常使用，钢筋每米弯曲度不应大于4mm，总弯曲度不大于钢筋总长度的0.4%。l钢筋的端部应平齐，不影响连接器通过。vi.重量及允许偏差l钢筋按实际重量或理论重量交货。l钢筋实际重量与理论重量的允许偏差应不大于表1规定的理论重量的±4%。-59- iii.技术要求l钢筋牌号及化学成分:FPSB900化学成分（熔炼分析）以满足性能要求为目的，对炼钢厂提出成分要求，并对其进行复验。l交货状态：钢筋以热轧状态或热处理状态交货。l力学性能：钢筋的力学性能应符合表3的规定表3牌号屈服强度RelMPa抗拉强度RmMPa断后伸长率%应力松弛性能初始应力1000h后应力松弛率Vr/%FPSB900≥900≥1050≥60.8Rel≤3l供方在保证钢筋1000h，松弛性能合格的基础上，可进行10h松弛试验，初始应力为公称屈服强度的80%，松弛率不大于1.5%。l疲劳性能如需方要求，经供需双方协议，可进行疲劳性能试验。疲劳试验的技术要求和试验方法由供需双方协商确定。l表面质量Ø钢筋表面不得有横向裂纹、结疤和折叠。Ø允许有不影响钢筋力学性能和链接的其他缺陷。iv.高强螺杆可根据钢筋尺寸外形配相应的锚具，锚具外形为64mm六角钢，长度为70mm。垫片外径70mm，内径34mm，厚度5mm，材质Q235。lφ50mm风电用高强预应力螺杆及锚具技术文件Øφ50高强度精轧钢筋外形采用螺纹状无纵肋且钢筋两侧螺纹在同一螺旋线上的右旋螺纹，其外形尺寸精度高于国家标准，螺纹采用细牙。Ø钢筋的公称直径为50mm，钢筋的公称面积与理论重量见表1表1公称直径mm公称截面积mm2理论重量kg/m501963.516.51Ø钢筋的外形尺寸及允许偏差见表2-59- 表2公称直径（mm）尺寸（mm）αdhdvlhbR5050.0±0.450.0+0.3-1.010.0±0.22.1±0.35.2±0.21.586.5°Ø力学性能钢筋的力学性能应符合表3的规定表3牌号屈服强度RelMPa抗拉强度RmMPa断后伸长率%应力松弛性能初始应力1000h后应力松弛率Vr/%FPSB900≥900≥1050≥60.8Rel≤3Ø供方在保证钢筋1000h，松弛性能合格的基础上，可进行10h松弛试验，初始应力为公称屈服强度的80%，松弛率不大于1.5%。Ø疲劳性能如需方要求，经供需双方协议，可进行疲劳性能试验。疲劳试验的技术要求和试验方法由供需双方协商确定Ø钢筋表面不得有横向裂纹、结疤和折叠。Ø允许有不影响钢筋力学性能和链接的其他缺陷。iii.可根据钢筋尺寸外形配相应的锚具，锚具外形为80mm六角钢，长度为90mm，锁紧螺母。材质为40Cr，调质处理。6.5.5、合同保护措施：全面覆行工程承包合同，加大合同执行力度，严格监督、检查、控制各承包商、独立承包商的施工过程，严把质量关、接受业主、监理和设计以及政府相关质量监督部门的监督。-59- 7、保证工程安全生产、文明施工措施：7.1、安全管理方针：安全管理方针是“安全第一，预防为主”7.2、安全组织机构：结构砼浇筑安全员模板安装固定安全员钢筋加工及安装安全员模板环支架安装调平安全员基坑开挖安全员机械钻孔安全员锚杆安装安全员高压注浆安全员C40垫层施工安全员创建安全文明工地项目经理公司安检部安全员项目副经理总工-59- 7.3、工程安全生产、文明施工措施：7.3.1、安全管理：7.3.1.1严格执行有关现场安全管理条例及方法。制定实施现场安全防护基本标准，如：基坑防护标准、施工临时用电安全标准、各类施工机械和设备的安全防护标准、施工现场消防管理标准等。建立严格的安全教育制度，坚持入场教育、坚持每周按班组召开安全教育研讨会，增强安全意识，使安全工作落实到广大职工身上。编制安全措施，设计和购置安全设施。强化安全法制观念，严格执行安全工作文字意识，双方认可，坚持特殊工种持安全操作证上岗制度等。加强施工管理人员的安全考核，增强安全意识，避免违章指挥。对于各种外架、大型机械安装实行验收制，验收不合格一律不允许使用。建立定期检查制度。经理部每周组织各部门、各分包方对现场进行一次安全隐患检查，发现问题立即整改；对于日常检查，发现危急情况应立即停工，及时采取措施排除险情。7.3.2、安全管理责任制：7.3.2.1项目经理安全生产责任制a)项目经理是项目安全生产的第一责任人，对本项目的安全生产负全面责任。b)把安全生产列入议事日程，负责本项目领导班子成员的安全生产职责分工，并按时检查其安全生产职责履行情况，积极支持分管安全生产的副职领导开展安全生产工作。定期召开安全生产（领导小组）会议，分析本项目安全生产形势，讨论、解决安全生产存在的问题，安排下一步安全生产工作，并做好记录。c)在计划、布置、检查、总结、评比生产时，同时计划、布置、检查、总结、评比安全生产工作。d)建立健全安全监督机构，充实安全人员，根据国务院规定按企业职工人数比例配备专职安全员，保持相对稳定；支持安质部门和安全人员开展工作。e)对事故隐患整改和改善劳动条件的安全技术措施，要在技术、资金、物资上给予保证，对重大事故隐患要限期整改，要落实单位、落实责任人。-59- a)执行各项安全生产规章制度。在检查生产的同时进行安全检查，检查各项安全生产规章制度的执行情况，消除事故隐患，推广安全生产先进经验，制止违章指挥、违章作业。b)组织领导安全生产活动。按国家和上级有关部门的要求对安全生产活动内容进行具体布置、安排，组织检查，总结上报。c)定期召开安全生产会议，总结交流安全生产先进经验，表彰安全生产先进单位和先进个人。对事故预防工作有突出贡献的要给予重奖，对事故责任者要给予处罚。d)加强劳务协作队伍的安全生产管理，严格执行安全生产管理制度，确保安全生产。e)认真执行“三级安全生产教育”，使用新设备、新技术的人员进行新岗位安全生产技术教育，增强自我保护意识，对不执行的单位或部门要追究责任。f)负责组织本单位重大事故的应急救援，按照“四不放过”的原则组织对事故生产的调查处理。7.3.2.2项目经理部技术负责安全生产责任制a)认真执行国家安全生产法令、法规、安全技术标准规范，结合本项目的安全技术状况，制订实施细则，认真落实。b)必须把安全技术工作列入重要议事日程，在计划、布置、检查、总结、评比生产技术工作时，同时计划、布置、检查、总结、评比安全技术工作，及时研究解决施工生产中的安全技术问题。c)参加编制、审查施工组织设计和施工方案时，要贯彻“安全第一，预防为主”的安全生产方针。从审核工程设计图纸，确定施工方案和工艺流程，到选用施工机械、运输设备的各个环节，都必须符合安全生产标准及规定，凡方案中有碍安全和健康，均应纠正或不予审批。采用的安全技术措施针对性要强，实用效果要好，确保施工安全。d)组织制订和审查安全技术操作规程，特殊工艺的安全技术措施；在采用新技术、新工艺、使用新设备、新工具时，制订相应的安全技术措施和新的操作规程及岗位安全生产职责。e)组织技术鉴定时，必须把安全装置、卫生设施列为重要内容同时鉴定，符合安全卫生标准，对不符合安全卫生要求的，必须经改进后方能通过鉴定。f)把本项目存在的严重职业危害和重大事故隐患列为科研项目，组织力量攻克技术难关；负责组织安全技术措施项目的设计与施工，逐步改善劳动条件。g)对职工进行安全技术知识教育，进行安全技术交底，讲解作业中存在的危险因素、预防措施、操作要领、安全卫生设施的使用方法等安全技术知识。h)-59- 参加重伤、死亡事故的调查，从技术上分析事故原因，提出技术鉴定意见及应采取的安全技术措施。k)参加安全生产检查，了解安全生产中存在的问题，提出技术改进措施。7.3.2.3安全员安全生产责任制a)严格执行国家、行业、地方政府颁发的各种安全生产法令、法规、规定、决议和制度。b)组织制定、修订本企业安全生产规章制度，负责职业安全健康管理体系载本企业的规范运行，定期收集发布与项目施工生产有关的安全技术规程、标准、规范。c)参加审查、讨论施工组织设计、施工方案及新技术成果鉴定会议，从职业安全健康方面提出审查和鉴定意见。d)审查安全技术措施计划，检查落实情况，做到逐步改善生产环境和劳动条件，保护职工的安全健康。e)会同有关部门对安全员进行专业技术培训，负责业务指导，提高安全员的业务素质。并对安全教育计划、培训内容、测试人员及试卷、安全工作总（小）结资料予以归档管理。f)参加对新分配来大中专毕业生和新入厂工人的“三级安全教育”和特种作业人员的安全技术培训。g)组织开展安全生产活动，经常进行安全生产宣传教育，提供安全生产宣传资料。会同人劳、组织部门抓好各级领导和职工职业安全健康培训工作。h)深入施工现场，认真检查在创建文明工地建设中的各项安全生产管理情况，对施工现场安全设施，各类警示标识、标牌（安全操作规程、安全管理责任人），现场用电管理，特殊工种（特种设备）管理的落实情况予以检查、监督。指导安全生产工作，制止违章作业，发现事故隐患，督促整改；对危害职工生命安全的重大事故隐患，有权立即停止生产，要求现场负责人采取紧急措施，控制事故发生，并立即报告领导。检查质量时，要同时检查安全网、脚手架、各种坑口防护装置、标志、信号等安全设施的质量问题。i)会同有关部门检查作业现场的安全卫生设施是否良好、有效，督促有关部门定期进行维修、保养，确保安全运行；负责对实施科研和新技术成果操作人员进行技术培训和指导；负责召开会议研究处理重大安全技术问题。j)参加各类事故的调查，督促事故单位严格执行事故处理的“四不放过”原则，并负责事故的上报。k)会同有关部门开展安全生产竞赛活动，表彰奖励安全生产优胜单位和个人。7.3.2.4工长、施工技术员安全生产责任制a)-59- 认真执行各项安全生产规章制度和施工组织设计方案；确保施工现场安全防护设施完整、齐全、有效；做到不违章指挥，制止违章作业。a)认真执行“五同时”，在计划、布置、检查、总结、评比生产的同时，计划、布置、检查、总结、评比安全工作；把安全生产贯穿到每个生产环节，进行书面安全技术交底和召开安全技术交底会议，讲解施工中存在的危险因素，所采取的安全措施及操作要领和注意事项等安全技术知识。b)领导所辖班组开展安全活动，组织学习安全操作规程和安全纪律，教育工人正确使用个人劳动防护用品，随时进行监督检查。c)对所管施工现场的脚手架、井字架、门式架、吊篮、电气设备、坑、井、沟等周围设置的围栏和安全信号标志，机械设备的安全防护装置及安全措施和及各种施工设施进行检查验收，合格后方可交工人使用。d)对新入工厂工人进行现场安全生产教育；检查督促班组长对新入厂工人和调换工作岗位工人进行岗位安全操作教育，安排特种作业人员进行安全技术培训，持证上岗。e)发生工伤事故后，要组织抢救并立即上报，保护好事故现场，参加事故调查，制订整改措施，认真进行整改，防止类似事故重复发生。f)有权拒绝不安全、不健康、不科学的生产指令并及时向上级报告。7.3.2.5生产班组长安全生产责任制a)认真执行各项安全生产规章制度和安全技术操作规程；进行岗位安全技术交底，讲解工作内容、存在的危险性、采取的安全技术措施、安全操作要领、岗位责任及注意事项等，并根据班组成员的技术、身体、思想等情况合理安排工作。b)对新调入或调换工作岗位的工人，进行岗位安全技术教育，在工人未熟悉本岗工作前，不得分配独立操作，并指定专人负责管好他的人身安全。坚持执行特种作业人员持证上岗，定期安排复审。c)组织班组安全生产活动，开好班前班后安全生产会议，进行安全生产自检，做好上下班工作交接，并作好记录。d)服从专职安全员的指导，接受班组安全员的建议，组织班组职工为促进安全生产提合理化建议，讨论安全技术措施计划，作好记录汇总上报。e)组织班组成员学习安全生产规章制度和安全技术操作规程，教育班组成员遵章守纪，坚守岗位，正确使用个人劳动防护用品，不得违章蛮干，不得擅自动用机械、电气设备及各种安全生产设施等，制止违章作业，不违章指挥。f)-59- 经常检查施工现场安全生产动态，发现问题及时解决，一时不能解决的要求采取临时措施并上报领导。a)本组发生工伤事故，要立即组织人员进行抢救，及时上报领导，保护好事故现场，组织全体人员认真分析事故原因，吸取教训，采取安全措施，稳定班组人员思想，防治重复事故的发生。b)有权拒绝违章指令，对强迫工人违章作业人员有权越级上告，任何人不得打击报复。7.3.2.6班组安全员（兼职）安全生产责任制a)模范执行各项安全生产规章制度，协助班组长做好安全工作，接受专职安全员的业务指导。b)协助班组长组织安全生产活动，进行安全生产教育参加班组安全生产检查，安排特种作业人员进安全技术培训、复审，及时向领导和专职安全员反映班组安全生产情况和职工要求，搞好安全学习，并做好检查记录。c)协助班组长督促检查班组人员作业前对使用的工具、机械电气设备、施工设施、作业环境、个人劳动防护用品、安全设施等进行检查，发现隐患及时处理，不能处理的要及时报告班组长采取措施。d)检查、维修保养本班组的安全用具、设施、标志等。e)发生事故后立即上报，协助班组长对受伤人员进行抢救，保护事故现场，参加事故调查，协助班组长召开事故分析会，分析事故原因，落实整改措施，稳定班组人员思想。f)有权制止违章作业，有权抵制和越级上告违章指挥行为，任何人不得打击报复。7.3.2.7作业人员安全生产责任制a)牢记“安全生产，人人有责”，树立“安全第一”的思想，接受安全教育，b)认真学习，掌握本工种安全技术操作规程及安全知识，积极参加安全生产活动，努力提高自身安全素质和自我保护能力。c)遵章守纪，服从工作分配，坚守岗位，服从安全员的指导，认真履行岗位职责，不违章作业，不私自开动或使用他人操作的机械、电气设备、工具及设施，特种作业人员持证上岗。d)正确使用个人劳动防护用品、用具，维护安全设施和防护装置，不得私自拆改，爱护安全标志。e)工作前必须检查本岗位工作环境、机电设备、工具、材料、安装装置、设施、个人劳动防护用品等性能是否良好、安全有效，发现隐患要及时处理或向班组长报告。工作中集中注意力，认真操作，随时检查，确保安全。-59- a)发生事故或未遂事故，要立即报告班组组长或安全员，保护事故现场，参加班组事故分析，听取教训，提出改进意见。b)发扬团结友爱精神，互帮互助，互相监督，制止他人违章作业，向新工人传授安全生产知识，指导他们安全操作，关心他们的安全，做到不伤害自己，不伤害别人，不被别人伤害。c)有权拒绝严重危害人身安全和身体健康而无安全卫生保障措施的作业，并立即报告领导或越级报告，任何人不得打击报复。8、附图、附表8.1、劳动力计划表及进场时间：工种按工程施工阶段投入劳动力情况锚杆施工阶段进场时间混凝土基座阶段进场时间张拉阶段进场时间力工82012、06、10622012、06、1042012、07、08钢筋工062012、06、100木工042012、06、100混凝土工062012、06、100焊工012012、06、100维护电工112012、06、100钻机手62012、06、01安装工人42012、06、10-59- 8.2、拟投入的主要施工机械设备表及进场计划：序号机械或设备名称型号规格数量国别产地制造年份额定功（KW）用于施工部位进场计划1潜孔锤1基础2012、6、12张拉千斤顶1上海2011张拉2012、6、13汽车吊XT252山东200540全过程2012、6、154柴油发电机QY4002上海200611全过程2012、6、15切断机GJ401沈阳20023全过程2012、6、16调直机GJB-4/81沈阳20023全过程2012、6、17弯曲机GW-401沈阳20023全过程2012、6、18电焊机NZ2山东200512全过程2012、6、19电锯W1山东20063全过程2012、6、110挖掘机3202日本200525全过程2012、6、1-59- -59-'

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