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' 洞新高速K48+280~K58+700段上边坡生态防护施工组织设计第一章分项工程的施工方法第一节施工组织设计的执行：1、施工组织设计交底：向管理人员交底；施工组织设计应向参加本环境工程施工管理的有关部门和人员交底，着重做好施工计划交底，其中包括工程施工顺序，主要施工方法、主要施工机械选用和布置，总工期进度计划，该工程施工组织建制和分工，各管理部门的责任等，以便做好各方面配合和协调工作。对施工人员交底：施工组织设计应对现场施工人员和关键工种的班组长进行交底，重点是施工方案、技术措施、安全措施、施工总计划等，使施工人员对施工的计划有个较全面的了解。2、各项措施执行的分工和落实：在编制施工组织设计时，有些技术措施、安全措施做得较深较细，但有些技术措施尚须进一步深化，还有一些须进一步落实条件，为此须组织和指定有关人员按计划完成。3、各分部工程施工前对相关各项措施执行情况的检查：有的分项分部工程只有在有关的技术措施、安全措施实施后方可进行施工。因此，在施工组织设计规定的措施实施后，工程负责人要进行检查，符合要求后，再进行分项工程施工指令。4、质量、安全控制：对各种材料按设计要求进行检验，验看质量检验报告，必要时请有关检测部门作抽样检验。各阶段的分项工程完成后，组织质量检验和评定工作，组织分部工程的质量检查验收。实行专职安全员和安全值日制度，对安全进行经常和定期的检查。5、施工进度控制：20
在施工组织设计交底中，施工总进度计划是其中的一个重要内容，将施工总进度计划落实到相关班组和相关管理人员中，以保证施工总进度计划得以全面正确落实完成。本工程按项目法组织施工，实行项目法管理，由项目经理全面负责。组建高效精干的项目管理班子，按照施工规律和工程实际需要全权组织技术、质检、劳务、材料、安全等部门对工程施工的全过程进行系统管理，确保本工程的顺利完成。6、工程特点：本工程高速公路生态防护工程，总的特点是施工里程比较长，施工地点比较分散，施工场地的土质比较差，养护任务比较艰巨。在施工沿线有多个工种进行交叉施工，互相之间影响比较大，施工地段的情况比较复杂，施工各方面的情况比较艰苦。第二节工程施工放线1、为了保证本工程的平面位置和几何尺寸附合图纸设计要求，并达到优良标准。由项目技术负责人组织负责施工班组施工的技术人员对施工图进行认真的学习，领会设计意图。在施工中及时进行检测，填写好检测表，做的严格控制好工程的平面位置和几何尺寸。2、轴线控制对立交区域施工根据建设方提供的坐标控制点，根据图纸设计方格网上坐标在施工区域范围内测设纵、横两道主控制线，设置控制桩，并用混凝土加以保护定位。3、放灰线根距施工测量位置，在施工区域内放灰线。确保施工尺寸准确。第三节上边坡生态防护工程施工方案（一）植生袋绿化防护施工技术一、植生袋绿化防护的主要施工工艺如下：1、框架内清理4、植生袋码袋3、植生袋装袋2、材料搅拌6、养护管理5、洒水浇透一、边坡清理二、边坡清理20
1、清理框架梁中水泥残渣。2、主要清理岩面碎石、松散层等。3、由于部分框架梁的深度太深，不仅影响美观而且影响植被的生长。对于深度较深的网格梁需先回填土，使边坡上的网格梁深度基本达到一致。三、植生土装袋把选好的土壤和种子、肥料搅拌均匀后装进植生袋。在装袋的同时，注意不能将袋内土壤压紧，以便为植物生长提供良好的土壤环境。四、植生袋码袋把装好土的植生袋运到框架梁中码好。码的植生袋不仅整齐而且美观，各个植生袋之间需衔接好，不要留出空隙，影响植被生长。五、植生袋材料要求1、植物种子材料（1）、种子的质量鉴定以灌草群落为优势群落为目标群落是洞新高速公路边坡生态防护的设计原则。在植生袋装袋前一定要对批量种子发芽率进行测定（假定在正常施工季节，发芽率以植物种子发芽正常计算而得。），并根据实际情况测定面积计算实际种子用量。（2）、灌木种子处理由于灌木种皮较厚，需要温水浸泡处理和催芽处理，具体措施依据种子的特性，以保证灌木的正常出苗。但注意嫩芽不宜过长，否则在土壤搅拌时，出现幼芽受伤，影响灌木成苗率。2、专用复合肥针对边坡肥力差，分别对草本植物群落和木本植物群落，设计专用复合肥(表1)，以促进植物生长。表1、专用复合肥配比用途木本植物群落备注配比AN6%P38%K6%苦土（氧化镁）18%或等量钙镁肥替代20
用量（g/㎡）90六、养护管理在植生袋实施2个月左右，最好进行一次施肥，要求营养全面。使用施肥量，尿素为5-10克/平方米，复合肥（5：10：5）约20克/平方米。对于成坪坡面植被的养护，要求每年在春季4-5月和秋季9-10月实施两次施肥。建议施肥量，春季尿素15克/平方米，复合肥（5：10：5）35克/平方米；秋季施肥可适当加大磷钾肥用量，建议复合肥施肥量（5：10：10）40克/平方米。但实际施肥量，需要根据植被生长情况和生长季节灵活掌握。（二）4-6cm客土喷播植被护坡防护施工技术一、客土喷播的主要施工工艺如下：4、锚杆施工3、挂网施工2、测量放线1、边坡清理8、养护管理7、覆盖无纺布6、客土喷射5、材料搅拌二、边坡清理1、尽可能将坡面平整，以利于客土喷播施工，同时增加坡面绿化效果。2、主要清理岩面碎石、松散层等。3、施工前坡面的凹凸度的处理凹凸度平均为±10cm,最大不超过±30cm。对于边坡局部骨架护坡内凹凸度大的采用植生袋整体防护，植生袋的种植基质由园土或肥土90%、细砂3%、有机质1%（锯木屑、糠壳）、肥料5%长效复合肥、保水剂1%组成。4、绿化坡面修整对于光滑岩面需要通过挖掘横沟或加垫麻布卷等措施进行加糙处理，以免客土下滑。三、测量放线1、锚杆间距及深度主锚杆间距1.9m，次锚杆间距0.95m,主次锚杆间距详见下图。2、测量和放线方法20
使用水平仪及卷尺首先按纵间距1.9m放点，确定主锚杆钻孔位置，再在相邻的主锚杆之间中点上插补次要锚杆。1900mm700mm次锚杆主锚杆四、锚杆施工1、对岩石表层进行加固，防止边坡表层发生局部崩塌，同时也可有效地固定用作客土喷播基础的镀锌网，依据岩石硬度可以电钻钻孔后打入锚杆或直接用人工打入锚杆。2、锚杆规格表2主锚杆规格及其间距锚杆直径(mm)布置间距(m)锚杆长度(m)纵向横向161.91.40.30表3次锚杆规格及间距锚杆直径(mm)布置间距(m)锚杆深度(m)纵向横向120．950．70.2020
对于局部砂性岩面的边坡适当加大锚杆的密度及长度，确保挂网稳定。四、挂网施工1、钢丝网规格及性能基本材料：镀锌低碳铁丝，菱形结构基本尺寸：丝径￠2.0mm×边长L50mm包装规格：宽2.5m×长20m2、挂网施工方法放卷：自上而下或自下而上连接：相临两卷镀锌网分别用￠2.0铁丝连接，铁丝网片重叠为100mm。固定：至少每隔1m间距须用锚杆或锚钉与岩面固定。五、客土材料及搅拌1、主要客土材料（1）岩石绿化料（泥炭），材料来源：东北、广东，有机成分含量：大于50%，N、P、K总含量大于5%，PH值：4.5~6.0。主要作用:改善土壤,促进植物生长。（2）进口特制绿化剂，主要由保水剂（400倍以上）、高分子凝结剂等组成。10克/平方米。（3）长效复合绿化专用肥，采用本地生产的富合N、P、K及微量元素的肥料自己调配而成，配比见表1。为保证木本群落的生长，含P量要高，含N不宜太高，120克/平方米，可由复合肥（建议使用俄罗斯产N：P：K=16：16：16）与两倍过磷酸钙混合而成。（4）结合本地区的气候条件和工程实际情况，遵循适地适时的原则，多选用灌木、豆科植物和乡土植物品种，对于选用的种子应进行催芽处理，选择不同品种间的合理混播，确保发芽率。（5）当地土料，使用当地的壤土，为保持边坡植被的观赏性，尽量避免使用杂草太多的表土。（6）植物纤维，整体长度不超过2cm,吸水性能好，约4公斤/平方米。2、客土主材配合比表4客土主材料配合比名称岩石绿化料（泥炭）当地土料体积比1.01.020
3、材料拌和将客土原料按表4所列比例放入搅拌机拌和均匀。四、客土喷播1、客土喷播是以岩面挂网为基础，通过机械将高营养有机质喷射到岩石表面，从而为岩石表面生长提供生养基础。客土厚度除了与岩石硬度密切相关还与坡比、朝向、气候等因素密切相关。2、客土喷播施工通过喷射机将搅拌均匀的客土原料自上而下喷射到岩面，直至达到设计最小厚度为止。对于湿式客土喷播为防止喷播时客土易流失可以逐层喷播以达到客土厚度。八、养护管理由于选择了适合当地气候、土壤条件及高速公路粗放型管理的灌木种及草种，成坪后，易养护管理，施工完成后，承包人应有效地养护植草坡面，直至养护期终止。养护工作内容是通过浇水、追肥、补种与病虫害的防治等工作，使植物始终处于健康的生长状态。养护工作也包括使喷制坡面无杂物和垃圾，并保持坡面平顺，整洁且富有观赏力。(三)厚层基材喷射施工技术1、施工工艺原理厚层基材喷射植被护坡技术是利用植被保护水土的原理，稳定岩石边坡同时美化生态环境的一种高新技术，采用专门的喷射机把拌和均匀的绿化基材混合物按照设计厚度喷射到需防护的工程坡面上，不仅可以对坡面进行妥善的工程防护，而且解决了边坡绿化与生态环境问题。2、施工工艺流程4、钩花网铺设3、锚杆钻孔、固定2、测量放线1、边坡清理6、基材喷固5、基材配制8、覆盖无纺布7、喷附泥浆、播种10、养护管理9、栽植藤本20
3、主要施工技术及关键技术步骤（1）.修筑天沟及排水沟：在边坡四周、码道、边坡纵向设置排水沟。（2）.清理平坡表面：清除坡面淤积物、浮石、打掉突出岩石，使坡面尽可能平整，再用高压水枪清洗坡面，使坡面有利于植被混凝土和岩石的完全结合。（3）.测量放线:在平整的坡面上按照图纸规定的标准3m×3m进行放线，用石灰标识，形成菱形方格，保证交点清晰，线条流畅。（4）.锚杆钻孔、固定：用风炮机在线条交点处钻主锚杆孔,打孔工作需垂直于坡面进行，钻孔后应尽量吹尽孔内残渣，按要求放入规定型号锚杆，与沟花网紧密结合。严格按施工图要求进行施工。（5）．挂网铺设：铁丝网采用网径2mm，孔径50mm×50mm的镀锌铁丝网，以增加防锈能力，延长使用寿命。将沟花网平铺在坡面上，网与网之间重叠10cm，网必须拉紧，然后用钳子将网搭口锁紧，网须与坡面紧密接触，与锚杆牢牢固定。（6）.拌植被混合物：根据搅拌机大小，按植被绿化基材的配合比计量拌合。喷射前将粉碎过筛的干燥土壤、腐殖质和含有速效肥、长效肥、粘结剂、保水剂、稳定剂的基材混合搅拌，由喷砼机喷射至坡面。在面层喷射层拌料时加入混合种子。（7）.喷射绿化基材：根据坡面情况调整喷枪口与岩面的距离，在喷枪口头部，由高压水泵将水喷入绿化基材种，喷射时加水量应保持植被混凝土不流不散。分基层和面层连两次找平。（8）.覆盖无纺布：在面层喷射层完成后，覆盖28g/m2无纺布保墒，营造种子快速发芽环境。（9）.养护及管理:喷播后应保持土壤湿润，7d左右草开始发芽，15d～20d后灌木开始萌发，两个月后开始覆盖坡面。由于草的生长速度很快，前期必须进行精细养护，及时清除过多的草，为灌木生长提供一个有利条件。同时在灌木发芽率低的部分地区，也可开挖洞穴，补种当地野生灌木。后期管护主要是对植物进行适当施肥和病虫害防护，施肥坚持“少量多次”原则，定时针对性地喷洒农药，持续干旱则需要浇水。20
边坡植物群落稳定，植被覆盖和防护效果好，坡面整体效果与周边生态环境景观协调。在被雨水冲涮及7月、8月、9月的高温干旱等异常天气的情况下，植物成活率仍维持在75%以上，灌木植物为主要优势种，占到植物结构的70%，主要灌木品种以紫穗槐、胡枝子、小叶女贞、野蔷薇、多花木兰、马尾松为主。日常管理养护不需要对边坡进行客土，基材可维持植物正常生长。一般1年后许多乡土植物开始侵入，如：盐肤木、四季果、黄荆条、马蹄筋、狗尾草等，表明植被正在演替营建与周围相适应的植物群落结构，逐步形成与周边景观山体协调一致的原生态环境景观效果，达到了预期的目标。第二章质量及技术保证措施第一节质量保证体系质量保证体系系信息反馈信息反馈公司对应职能科室项目经理总公司质安室技术负责人QC控制质量安全监督优化施工方案机具管理进场材料控制材料抽检上料计量控制信信息息反反馈馈各生产班组施工验收信息反馈信息反馈20
第二节保证质量的组织措施1、建立有权威的质量管理小组，项目经理任组长，成员有技术员、施工员、质检员、班长等组成，配备专职检查人员。2、由总公司总师室、质监处组成有效的质量监督检查机制，审核工程实施全过程。3、广泛开展QC小组活动，对技术难题进行攻关。4、所有参施人员均具备良好的职业道德、熟练技艺、健康的体质。第三节保证质量的技术措施1、施工准备工作的质量控制，认真抓好质量意识教育，使全体管理人员和操作人员牢固树立“质量第一”的主题思想。2、优化各单体工程施工组织设计和分部(分项)施工作业指导书。3、认真做好图纸会审，学习各项技术标准、施工验收规范、操作规程和施工组织设计，并且进行技术交流及技术培训工作。认真落实原材料货源，保证运输供应。施工过程中的质量控制各道工序施工者要做好技术、质量交底，使操作人明确操作工艺，达到保证质量的目的。（１）各种原材料、半成品和成品质量符合国家有关验收规范及招标文件中的有关规定，且加强半成品和成品的保护工作。（２）认真做好施工日记，及时办理各项工程变更核定单位，做好各类工程档案技术资料的收集管理工作。（３）对分项工程质量严格执行“三检一监”制，对人员实行定人、定岗、挂牌施工、层层把关，及时搞好质量等级的验收评定工作，对主要工序开展TQC活动。（４）隐蔽工程必须按规定经业主、质检站验收合格并办理隐蔽工程验收手续后，方能进行下道工序施工。20
（５）质安员、工程技术人员广泛收集现场的质量信息经整理传递至决策层，决策层对质量异常情况迅速做出反应，并将新的指令下达执行机构（工程部门），执行机构及时调整施工部署，纠正偏差，从而形成一个既迅速、又畅通无阻的信息网络。（６）抓好班组自检、互检、各班级施工人员分清职责。（７）严格按照工序交接制度，由于操作原因，前道工序未合格的，均有施工班组限期改正。（８）认真编制分项工程作业计划或工艺卡、操作要点、图纸交底卡、各工程施工均遵照有关规范和施工工艺卡进行执行。第四节施工过程的质量保证措施1、严格执行“三规范”，即施工工艺规范、施工操作规范、工程验评规范。2、工序作业前实施技术要素、质量目标交底，工序作业后进行自检、工序或工种交接检，须记录签字方有效。前道工序末达到质量标准，不允许后道工序施工。3、在施工中实行全面质量管理，严格按：计划（P1an）→实施（Do）→检查（Check）→处理（Action）四个阶段执行，即PDCA循环。并进一步将四阶分为如下八个步骤：（1）分析现状，找出存在的质量问题。（2）分析产生质量问题的各种原因和影响因素。（3）抓住主要矛盾，找出影响质量的主要因素。（4）针对主要影响因素制定措施。（5）即实施阶段，执行措施。（6）即检查阶段，检查计划措施实施后的效果。（7）总结经验，巩固措施，制定标准，形成制度。（8）提出实施中发现的新问题或尚未解决的质量问题，转入下一个PDCA循环。4、实行“三检一监”，即班组自检、工序工种互检、项目核检、公司监检，业主、监理、质监部门抽检和督检。20
5、配合比，先做试配，试验达标后现实地挂牌作业。6、完善服务，满足业主要求，认真听取和吸收监理、设计、质监部门的合理建议与要求，并落实相应措施。7、项目质量管理小组，不定期（每半个月不少于一次）组织召开工程质量分析会，审查前期质量是否达到预定目标，发现问题及时采取对策，展开下期质量控制措施。8、对工程所需的铅垂仪、经纬仪、水准仪、计衡器等计量器具、检测量具，按标准定期校正、测试，并作出标识，记录入册9、加强工程各类技术资料管理，专职控制，及时填报，收集整理归档，妥善保管。第三节技术质量保证措施1、目标管理：我公司将执行质量保证体系，严格按各道工序操作的动态管理，把好工程质量关，在严格自检、互检、交接检的基础上，虚心听取业主，设计、监理等部门的意见，接受他们对各项施工的质量监督，确保工程质量合格。2、质量保证措施（1）所有材料先由我单位按设计要求选好，经业主及施工监理认可后方可施工。（2）确实做好水分管理工作：春夏季节气候原因对苗木、草坪会造成一定影响。项目部一方面做好积水排放工作，下雨后及时排除积水，另一方面做好高温干旱时浇水或叶面喷雾工作，在确保苗木、草坪生长不受影响。（3）种养管理：由于边坡土质条件太差，后期植被的养护管理是建植优良植被的重要条件，也是维持植物群落持久性的基本保证。在喷播实施2个月左右，最好进行一次施肥，要求营养全面。使用施肥量，尿素为5-10克/平方米，复合肥（10：10：10）约10-20克/平方米。对于成坪坡面植被的养护，要求每年在春季4-5月和秋季9-10月实施两次施肥。建议施肥量，春季尿素10克/平方米，复合肥（10：10：5）20克/平方米；秋季施肥可适当加大磷钾肥用量，建议复合肥施肥量（10：10：10）30克/平方米。但实际施肥量，需要根据植被生长情况和生长季节灵活掌握。3、其他质量保证措施（1）设专业资料员，建设工程档案制度，各项技术资料及时归档。20
（2）坚持各工序交接班制度，道道工序把关，清除隐患，对各项隐蔽项目严格执行隐蔽验收制度。加强各分部、项工程质量的自检、互检、交接检，做好质量评定。第四节原材料质量保证措施1、掌握材料信息：优选供货厂家，掌握材料质量、价格、供货能力的信息，选择好供货厂家，就可获得质量好、价格低的材料资源，从而确保工程质量，降低工程造价。2、合理组织材料供应：确保施工正常进行，合理地、科学地组织材料的采购、加工、储备、运输，建立严密的计划、调度体系，加快材料的周转，减少材料的占用量，按质、按量、如期地满足建设需要。3、合理地组织材料使用：减少材料的损失，正确按定额计量使用材料，加强运输、仓库、保管工作，加强材料限额管理和发放工作，健全现场材料管理制度，避免材料损失、死亡。4、强材料检查验收，严把材料质量关。（1）对用于工程的主要材料，进场时必须具备正式的检疫合格证。如不具备或对检验证明有疑问时，补作检验。（2）凡认为质量有问题的苗木等材料；对质量保证资料有怀疑或同合同规定不符的材料；需进行追踪检验，以控制和保证其质量的材料等，均应进行抽检。（3）重视材料的使用认证，以防错用或使用不合格的材料。第三章施工进度计划及工期保障措施第一节施工进度计划在保证质量前提下，本工程实行快速流水交叉作业，按合同期限完成是编制计划的指导思想。由于本工程工期短、强调充分利用时间与空间，合理安排、流水段，进行平行流水立体交叉作业，确保施工中主次结合，以扩大施工面，实现平行20
施工和缩短工期，并确保质量满足设计要求。对于工序、工种、人员相对集中，施工进度计划安排对施工安全、用水、二次运输、垃圾外运等问题必须作详细的安排。本工程为一有机整体，必须统筹考虑，为了便于管理控制工期，我们列出的工期进度表（工期进度横道图附后），在进场时，以此为依据安排详细月施工进度计划，以期达到动态管理，发现问题及时解决，以保施工进度计划表第二节本工程施工进度编制依据1、根据设计图纸和工程量清单计算的工作量；2、根据各工种难易程度施工场地提供情况；3、根据季节性施工和气候响工期的因素进行安排；4、根据可投入的机械设备、劳动力、技术状况进行安排。5、严格控制各项计划的实施，加强检查及时调整。严格执行各项规章制度及安全制度、施工规范，确保工期按时完成。第三节进度安排措施1、全部临时设施、材料、堆场、机械停放到位，减少二次搬运；2、严格控制各项计划的实施加强检查及时调整；3、严格很高行各项规章制度确保计划安期完成。在工期进度的基础上，对施工进度计划做出有效的动态管理，我们具体做出安排，详细编制施工协调计划，以便对照，适时检查调整，有效控制工期和有序的资源供应。第四节工期限保障措施1、组织保证：本工程计划开工日期2012年4月1日，计划完工日期2012年12月30日，目标工期为9个月20
，为实现这一目标工期，实行项目经理负责制，实施分项项目负责人制施工和职能分工，对本工程行使、计划、组织、指挥、协调、监督等基本职能，并在项目部系统选择建制，用施工专业队伍组成作业层，定任务、标准、时间完成施工。2、制度保证：建立生产例会制度，利用动态管理实行滚动计划，每星期至少一次工程例会，检查上一次例会以来的计划执行情况，布置下一次例会前的计划内安排，需要重新安排是能快速处理并作日程处理控制，即工程进度实况来解决施工中滞后的措施，落实到实处。准时参加监理组织的周工程例会。对于滞后进度要求找出原因，并及时采取有效措施保证计划完成。举行与业主、设计、质检、监理等部门的相关会议，及时解决施工中出现的问题。3、计划保证：制定科学、高质、高效的施工管理计划和编制工程进度表，用于指导工程的实施，并在实施中检查计划和进度完成情况，及时作出纠正和改善。采用施工进度总计划与月进度计划相结合的各级、网络计划进行施工进度计划的控制与管理。在施工中抓主导工序，找关键矛盾，组织流水交叉作业，安排合理施工程序，做好劳动组织调动和协调工作，通过施工网络切点控制目标的实现来保证各控制点工期目标的实现，从而进一步通过各控制点工期目标的实现来确保工期控制进度计划的实现。加强信息反馈，及时与业主协调，根据需要用时修正每月/周计划进度。4、装备保证：机械设备配备充足，最大限度地提高机械化施工程度，以精良的技术装配保证工期质量。5、雨季施工措施：对雨季施工的绿化工程，应采取大雨停小雨干的办法，提前收听天气预报。雨天施工保存的施工材料，做好集中保管，覆盖防雨布。做好场地排涝措施，防止场地积水。机械设备必须加盖防雨罩，以免雨水损坏设备，手持动力工具安装漏电保护装置，雨后要对机械设施进行检查。6、部署保证：20
合理安排作业面，实行各方面交叉作业施工方式，减少闲置工作面，减少劳动力浪费。7、部门配合保证（1）项目部安排好工地的工作，至少提前一周准备下一阶段施工所需的材料清单。（2）施工队根据工程量及进度及时调整人数。（3）公司机械管理部门及时供应运输车、洒水车、机械设备。（4）质量技术部协助相关部门做好施工质量的检查与监督工作，需对设计作出变动和调整时，及时出修改通知单，并同监理、业主、设计单位达成一至意见。（5）后勤部门做好施工队员的伙食、饮水、夏季防暑降温工作。（6）如非大风或暴雨而危及人身安全的情况下，我单位可全天候施工。第四章安全生产、文明施工措施第一节安全生产标准化管理措施1、安全管理（1）建立以项目经理为第一责任人的安全生产领导小组。施工现场设置专职安全员一名，班组配置兼职安全员，制备各种安全技术操作规程。（2）建立定期安全检查制度，公司安监处每半月组织一次安全检查，项目部每周组织检查一次，做好检查记录。每次检查实行三定一限一督查的原则，对查出的事故隐患，做到定人、定时间、定措施整改。（3）建立安全教育制度，落实三级安全教育，建立教育登记表，安全教育通过考试测验形式查验受教育效果，职工考核合格后方能上岗。（4）建立班前活动制度，建立活动台帐，每日由作业班长记录。所有特种作业人员持证上岗。（5）现场采用标准的禁令标志。2、施工机具、车辆（1）施工现场机具安装后由专业人员进行验收后使用。各使用的园林机具建立操作台帐，定期由专业技术人员进行保养。发现影响安全操作的隐患。要及时检修。确保操作安全。20
（2）施工车辆不管是自备车辆还是租赁车辆，必须是手续齐全的车辆，购置了车辆保险。驾驶员必须是持证人员。对于车辆的由养护负责人负责车辆的管理，对于车辆进行定岗定人负责制。第二节项目部综合管理措施1、劳务管理为了保障劳动者的合法权益，切实保障职工工作生活条件及人身安全，保证工程顺利进行，保护用工者和务工者的合法权益。（1）自工程项目开始至完工结束，项目部必须认真执行国家、省、市及公司的有关劳务用工的法规和规定。（2）凡进入工地的施工人员，无身份证或未满十八周岁的人员，工地不得留用，工地内一律严禁用童工。（3）所招工人从安排工作之日前与项目部签订临时劳动合同，办理就业证和务工证，就业证到期，需变更延续者，原证到期十日内办理合同续签手续。（4）务工人员进入工地，接受安全教育、法制教育和文明施工教育。遵守工地的各项规章制度，服从领导的安排。（5）依法推行劳动合同法，做到经常性宣传教育，提高职工思想意识和自我防范意识，使职工感觉到有法可依。2、保卫工作方案（1）施工现场治安保卫组织系统a、治安保卫组织管理网络：成立保卫工作领导小组，以项目经理（单位工程负责人）为组长，安全负责人为副组长，其他成员若干人。b、职责与任务：定期分析施工人员思想状况，做到心中有数；定期对职工进行保卫教育，提高思想认识，一旦发生险情，做到召之即来，团结奋斗。（2）保卫工作措施a、本工程设立保卫领导小组，由项目经理任组长，负责全面领导小组。b、加强对外地民工的管理，摸清人员底数，掌握每个人的思想动态，及时进行教育，把事故消灭在萌芽状态。非施工人员不得住在施工现场，特殊情况要经保卫工作负责人批准。c、每月对职工进行一次治安教育，每季度召开一次治保会，定期组织保卫检查，并将会议检查整发言记录存入企业资料内备查。d、施工现场必须按照“谁主管，谁负责”的原则，实行承包单位负责制。20
第三节文明施工1、成立以项目为核心的文明施工领导小组，下设专职文明施工管理人员，项目部制定文明施工管理制度，项目部与各施工班组、各级管理人员签订文明施工责任书，各班组与每个职工签订文明施工责任书。2、施工场地保证道路畅通，做到污水不外流，道路内无污染，车辆做到净车出场，避免在道路上“抛、洒、滴、漏”。3、文明施工管理人员落实班组落手清制度，清扫出来的垃圾集中堆放，及时清运。4、对进场的材料、机具、安全禁令标志等按归定地方进行堆放、设置。堆放设置要做到整齐有序，材料挂设标识牌，注明名称、品种、规格、检验状态。每天由专职文明施工管理员负责检查。5、随施工进度在现场悬挂宣传标语，积极创造一个文明的施工环境。6、现场作业与生活区、办公区明显划分，宿舍结构安全。宿舍内建立（挂墙）卫生管理制度，生活用品堆放整齐，并在早上和中午上班前各进行一次清扫（特殊情况及时打扫）。严禁使用煤气灶、电饭煲及其它电热器具和煤油炉。。7、施工现场设食堂和茶水棚，食堂内通风良好，保持卫生，炊事员持健康证上岗，并定期进行体检。8、施工现场备有保健箱（箱内备有相应药物、药具）和急救器材（如担架等），至少配备一名经过卫生部门培训的急救人员。经常开展卫生防病宣传教育，并做好记录。第六节环境保护1、要加强检查，加强对施工现场粉尘、噪声、废气的监测和监控工作。要与文明施工现场一起检查、考核、奖罚。2、要做好宣传教育工作，认真对待来信来访，凡能解决的问题，立即解决，一时不能解决的问题，也要说明情况，求得谅解并限期解决。3、施工现场垃圾渣土要及时清理出现场，严禁随意乱抛乱丢。4、施工现场，并指定专人定期洒水清扫，形成制度，防止道路扬尘。5、车辆不带泥沙上以经摊铺好的高速公路行驶现场。现场设专人拍土，清扫车轮、车帮，有些地段若进行换土施工的话必须在已经施工好的道路上垫彩条布等其他物件，减少污染；车辆行驶不猛拐，不急刹车，防止洒土，卸土后关好车箱门；场区和场外安排人清扫洒水，基本做到不洒土、不扬尘，减少对周围环境污染。20
6、施工现场的临时食堂，生活污水和生活垃圾严禁任意排放乱丢及时清理。7、严格控制人为噪声，进入施工现场不得高声喊叫、无故甩打模板、乱吹哨，限制高音喇叭的使用，最大限度地减少噪声扰民。第五章项目经理部施工领导机构及进场人员情况为确保本项目工程施工的施工质量及施工期按合同工期要求圆满完成，我们成立了本项目经理部，确保现场办公，实现现场指挥，及时处理各种问题，动态控制施工质量及工期。为此，需要设置临时办公室、仓库及现场制作场地及临时工人宿舍等为确保安全施工，现场在危险和可能发生危险的施工均采取预控措施。同时设立了以项目经理责任制项目团队。根据工程施工需要，我司拟在现场搭设临时生活设施及生产设施，分别用于工具、办公室、库房、零星材料设备堆场及员工宿舍等。项目组织机构图项目经理项目副经理项目总工办公室6+54施工工程师质检工程师计量工程师施工队财务部采购部后勤部N20
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