《l扶壁式挡土墙施工方案.doc》由会员分享，可在线阅读，更多相关《l扶壁式挡土墙施工方案.doc（13页珍藏版）》请在三一办公上搜索。
1、temporary construction organization design requires the implementation of the overall layout. 2 site near the high voltage line protection near power lines to have a reliable protective measures protective closely, to meet safety requirements. 3 branch set up distribution box into outlet sleeve and
2、a cross arm to be used; Access to wires neatly, reasonable matching; Prohibited the use of insulation is poor, aging skin, broken wires, to prevent leakage; Should be fixed by insulators, and overhead laying; Line the hallway to have a reliable protection; Direct buried lines, laying depth of not le
3、ss than 0.6m, leads to the ground from the 2m height to the ground at 0.2m, you must set up protective casing. 4 spot lights hand-held lamp 36V safe voltage should be used; 36V safety at hazardous voltages, particularly in hazardous areas using 12V; Lighting wires should be fixed on the insulators;
4、Insulated rubber sheathed cable for field lights, lighting the use of sheathed wires; Lighting circuits and lighting from the ground not less than the prescribed distance, prohibited the use of electric arc furnace; To prevent the wire insulation is poor, aged, broken skin and leakage, with tungsten
5、 heating is strictly prohibited. 5 to set up low-voltage lines are not allowed to use bamboo poles, pole cross arm should be established and insulators; Fine wires can not be mounted on scaffolding or tree branch; Overhead lines required high enough off the ground. 6 electric . Project name: 5-5-2 s
6、equential order of the subsidence observation observation point number support (supporting) and diagrams year month day year month day year month Day, the distance (m) deformation (mm) the relative distance (m) deformation (mm) the relative distance (m) deformation (mm) today this this this this cum
7、ulation Engineering formwork supporting system self-test State observer records form template project name: construction site: construction: support materials: Ann 5-6 serial number check project check requirements behave records results 1 construction programme programme full, support system design
8、 calculation, and approval procedures complete, job Qian should for security low-down, low-down material full 2 support material support column material: wood Rod application pine or FIR, shall not used easy deformation, and decay, and split crack, and dry section of wood; as used pipe, pipe od shal
9、l not is less than 48x3.5 of pipe, no serious rust, and crack, and deformation 3 column stable column bottom of pad material, Shall conform to the construction design requirement, do not use bricks blocked up by construction organization design requirements, support height () when m, between columns
10、 of the level of support set () road horizontal support, vertical scissors spacing (), m, spacing for horizontal scissors () m. Column spacing in accordance with design requirements, portrait () mm, transverse () mm pole joints should be staggered, long barcontent from several generations of leaders
11、 of the party constitution and party, especially the important exposition of General Secretary Xi Jinping, and reference to some embody the Chinese nations outstanding traditional culture essence of epigrams. have what innovation and features? Revised adhere to in accordance with rules governing the
12、 party and party with morals in combination, for at the present stage, the leadership of the party members and cadres and Party members in existing main problems of self-discipline, put forward principles, requirements and specifications, showing Communists noble moral pursuit, Five is higher than i
13、t is proposed that the focus on the expanded to moved to the provisions of the present at all times and in all over the world ethics from high from low common requirements. One is closely linked to the honest self-discipline, removal and no direct relationship. Second is to insist on a positive advo
14、cate, eight prohibition 52 allowed the negative list content synchronization amendment disciplinary punishment regulations. For all the party members, the applicable objects from the Party member cadre of leaders of all Party members to fully reflect the overall strictly. Four is to highlight the vi
15、tal few , seize the leadership of the party members and cadres of ordinary Party members. Delete complicated on Jane, and strive to achieve concise, easy to understand, easy to remember. The revised is ruling party since the first adhere to a positive advocate, for all members of the self-discipline
16、 norms, moral declaration issued to all members of the party and the National Peoples solemn commitment. How to understand the show the Communists noble moral pursuit comprehensive strictly necessary according to the rules governing the party and party with morals in combination, the de is mainly th
17、e purpose of ideal and faith in the party. The traditional culture of the Chinese nation has always stressed the importance of dependent Germany and France, de treatment ritual order. Partys eighteen years, the Central Committee of the Communist Party of China outstanding emphasize the construction
18、of honest politics, so that cadres honest, clean government, political pure brightness, and the party members and cadres honest self-discipline raised the a series of positive requirements. At the same time, from the perspective of the nature of the party, the Communist Party of China is the vanguar
19、d of the Chinese working class, is the vanguard of the Chinese people and the Chinese nation, the party as a An advanced political organization, to establish the image of clean and honest, not rot, not rot, do not want to rot in the effective mechanism must strengthen the positive lead, of its membe
20、rs from the front clear clean fingered self-discipline code of conduct. openingManipulator is now used as a industrial robots in use, the control objectives often appear often in industrial automation. Industrial automation technology has gradually matured, as mature a technology line has been rapid
21、 development in industrial automation as a separate subject. Manipulator application began to filter into welding, logistics, mechanical processing, and other industries. Especially at high or very low temperatures, full of poisonous gases, high radiation case, robot in similar circumstances showed
22、great use also brings great convenience to the staff. Precisely because of this robot to get peoples attention began to be a high degree of development. Labor rates, working conditions, labor intensive aspects of promoting development. Both at home and abroad to develop the PLC (programmable logic c
23、ontroller) is in various special circumstances and under special conditions set for mechanical devices. Now turned on the development of the microelectronics automatic control technology and the rapid development of the trains, the success of PLC hardware software and simulation control win big and
24、successful development, now continues to develop as a factory automation standards. Because robots are good development of the technology makes a good optimization of productive capital, and robot shows this unique advantages, such as: has good compatibility, wide availability, hardware is complete,
25、 and programming that can be mastered in a short time, so in the context of industrial PLC applications became ubiquitous. Manipulator in many developed country agriculture and industry has been applied, such as the use of mechanical harvesting large areas of farmland, repeated operations on the hig
26、h-speed line that uses a robotic arm, and so on. Today, the high level of automation combined with restrictions on the manipulator development level is slightly lower than the international. The design is mainly arm welding machine by PLC Automation control. This of design let designers on in school
27、 by learn of has a must of consolidation, understand has some usually didnt opportunities awareness in world range within some leading level of knowledge has has must awareness, hope designers can in yihou of design in the can success of using in this design in the proceeds of experience 1.2 manipul
28、ator in both at home and abroad of research profile automation mechanical arm research began Yu 20th century medium-term, after years with with computer and automation technology of development, Makes mechanical arm on the Grand stage of industrial automation and shine, gradually became an industria
29、l evaluation standards, and its importance can be seen. Now original robotic arm spent most of mass production and use on the production line, which is programmed robotic arm. As the first generation of manipulator position control systems main features, although not back several generations that ca
30、n detect the external environment, but can still successfully complete like welding, painting, delivery as well as for materials simple movements. Second generation mechanical arms are equipped with sensors and manipulators have the environment there is a certain amount of sense, when the mechanical
31、 arm is to use the program as a basis. Difference is that the robot begand扶壁式挡土墙施工方案一、编制依据（1）改建铁路洛张电化洛阳枢纽配套改造工程施工图东北、北东直通线横断面设计图（2）现场踏勘调查所获得的工程地质、水文地质、当地资源、交通状况及施工环境等调查资料；（3）国家、铁道部现行的铁路客货共线技术标准、设计规范、施工技术指南及其验收标准。（4）国家及地方关于安全生产和环境保护等方面的法律法规；（5）施工现场勘察获得的资料；（6）本公司所拥有的技术装备力量、机械设备、管理水平、工法及科技成果和多年积累的工程施工经
32、验；（7）参考标准铁路路基工程施工质量验收标准TB 10414-2003 J285-2004铁路工程土工试验规程TB 10102-2004 J338-2004客货共线铁路路基工程施工技术指南TZ 202-2008铁路路基工程施工安全技术规程TB 10302-2009 J945-2009铁路混凝土与砌体工程施工规范TB10210-2001铁路混凝土与砌体工程施工质量验收标准TB10424-2003二、编制原则（1）坚持施工安全、工程质量、合理工期、投资效益、技术创新五位一体，精心组织，精心施工。 （2）坚持科学性、先进性、经济性、合理性与实用性相结合的原则。（3）整体推进，均衡生产，确保总工期的
33、原则。（4）保证重点，突破难点，质量至上的原则。（5）保持施工组织设计严肃性与动态控制相结合。（6）强化组织指挥，加强管理，保工期、保质量、保安全。（7）优化资源配置，实行动态管理。（8）文明施工，保护环境。三、编制范围按照设计要求在北东联络线NEDK6+714.155NEDK6+966.1段路堤左侧设C40钢筋混凝土扶壁式挡土墙，墙高4.56.0m；按照设计要求在北东联络线NEDK6+714.155NEDK6+990段路堤左侧设临时防护桩。四、工程概况北东联络线NEDK6+714.155NEDK6+990段路基属于高填方路基，为了路基的安全，在NEDK6+714.155NEDK6+966.1
34、段路堤左侧设C40钢筋混凝土扶壁式挡土墙，墙高4.56.0m；墙顶宽0.6m,墙胸、背坡垂直，墙体采用现浇，每10m一段；挡墙埋置深度不小于1.2m,基底换填灰土垫层厚0.5m。墙身设置泄水孔，并沿线路方向每隔10m设置宽0.02m的伸缩缝一道。缝内沿墙顶、内、外三边填塞沥青麻筋，深度不小于0.2m。墙背通长设防渗层、反滤层。无声屏障时，挡墙顶部设连续防护栏杆。同时为了保证既有线行车安全按照设计要求在北东联络线NEDK6+714.155NEDK6+990段路堤左侧设临时防护桩，采用人力洛阳铲（直径160）成孔，内插16钢筋，孔内灌注C15素混凝土，桩间距0.3m,桩长4m。五、施工组织机构项目
35、负责人：陈卫国 施工负责人：王予生项目总工：刘建伟 安全负责人：申松锁质检工程师：杨朝杰 测量工程师：吕鹏 现场技术负责人：王同海 试验工程师：时建新主要劳动力配备表序号工种人数（人）备注1技术、质检、试验3-62班长43安全员44机械操作手55辅助操作人员106防护员4主要机械设备配备表序号设备名称单位数量备注1挖掘机台12发电机台13钢筋切断机台14交流电焊机台15钢筋弯曲机台16钢筋调直机台17插入式砼振动器台58砼搅拌站座19砼罐车辆2六、施工方法1、防护桩施工 防护桩施工工艺流程：施工准备测量定位桩孔掏挖桩孔检测插入钢筋灌注砼。（1）用全站仪根据设计尺寸放出桩位（2）用洛阳铲依据测量
36、桩位进行桩孔掏挖（3）当桩孔掏挖至设计标高后用钢尺、测绳配合探孔器进行桩孔检测，符合要求后报监理工程师确认（4） 插入钢筋桩孔深度、孔径、垂直度经检查以及监理工程师同意后插入钢筋（5） 砼灌注在砼灌注前对孔内再次进行检查，有无塌孔或者杂物掉入；如没有即可向桩孔内灌注混凝土挖孔桩挖孔允许偏差和检验方法序号项目允许偏差检验方法1孔位中心50测量检查2倾斜度0.5%2、扶壁式挡土墙施工 防护桩达到强度后即可进行扶壁式挡土墙的施工，扶壁式挡土墙混凝土浇注分二次进行。（1）测量放样 用全站仪依据设计尺寸放出扶壁式挡土墙位置（2）基坑开挖 用挖掘机依据测量桩位进行扶壁式挡土墙基坑开挖（3）墙底板钢筋绑扎
37、基坑开挖完成复核基坑标高和宽度符合要求后报监理工程师确认，即可进行墙底板（墙趾板和墙踵板）钢筋的绑扎，钢筋在钢筋加工厂集中加工好后运至施工地点进行绑扎和焊接；在绑扎墙底板钢筋的同时预留墙身立壁和扶肋钢筋。（4）墙底板模板安装 在墙底板钢筋绑扎完成自检合格后报监理工程师确认即可进行墙底板模板安装，模板采用厂制组合钢模板。（5）墙底板砼浇注 在墙底板模板安装完成自检合格后报监理工程师确认即可进行墙底板砼浇注。墙底板和墙身立壁、扶肋接茬的底板面上做成凹凸不平，以增加粘结。（6）墙身立壁、扶肋 当墙底板砼强度达到2.5MPa后，即可进行墙身立壁和扶肋的施工， 首先凿除墙底板和墙身立壁、扶肋接茬处砼表面
38、的水泥砂浆及松弱层，凿毛后用水冲洗干净。（7）墙身立壁、扶肋钢筋绑扎 墙身立壁、扶肋钢筋绑扎完成自检合格报监理工程师确认（8）墙身立壁、扶肋模板安装模板采用厂制组合钢模板，钢管脚手架支撑加固（9）墙身立壁、扶肋砼浇注 模板安装完成自检合格报监理工程师确认即可进行墙身立壁、扶肋砼浇注。七、施工工期及进度安排计划开工日期2010年10月15日计划竣工日期2010年11月30日八、施工质量保证措施1、所有材料试验与检验必须按国家和交通部颁发的有关工程试验规范和规定实施，遵守招标文件中有关条款和有关施工规范的要求，做好本工程的材料试验与检验。2、工程材料试验与检验必须按建设主管部门有关文件规定委托有试
39、验资质的单位进行。3、必须按招标文件的有关规定对整个工程中的全部建筑材料，如：粗骨料、水泥、掺和料、钢筋进行取样试验，并将试验结果报送监理工程师审批，拒绝不合格原材料、半成品、成品进场。用于本工程的所有建筑材料都必须符合设计要求和有关质量规定，并具有材质证明和合格证件。无材质证明的材料，必须在监理工程师的监督下补做材质试验，递交材质试验结果，经监理工程师批准后方可使用。4、施工所使用的各种计量检测仪器、设备定期进行检查和鉴定，确保计量、试验、检测等器具的精度和准确度。5、对所有影响工程质量的工程建筑材料负全面责任。对各种材料、器材、设备按规范进行检查，拒绝不符合要求的材料、器材、设备用于工程。
40、6、加强工程试验，建立台帐和施工记录，优选工程施工配合比，经监理工程师批准后执行。7、按照现行有关规范的规定，对钢筋、混凝土等进行取样试验，并将试验结果报送监理工程师审查。焊接材料试验严格按规定和设计要求进行。8、施工过程质量控制a.加强施工技术管理，严格执行以总工程师为首的技术责任制，使施工管理标准化、规范化、程序化。b.严格按照设计文件和施工设计图纸施工施工，严格遵守施工规范，严格掌握施工技术标准、质量检查及验收标准。c.每道工序施工前必须进行技术交底，向施工人员明确工序操作规程、质量要求和标准。严把工序质量关，上道工序未经验收合格不得进行下道工序的施工。d.严格执行工程监理制度：作业队自
41、检、工程处复检合格后即通知监理工程师检查，隐蔽工程必须经监理工程师签认后再隐蔽。e.坚持三级测量复核制，保护好测量桩点。施工测量放线要反复校核，确保中线、水平及结构尺寸、位置正确，并按要求向监理工程师申报测量定位资料。f.施工除严格按照设计和有关施工技术规范、验标等规定办理外，还必须遵照招标文件有关要求施工。g.严格执行技术人员现场值班制度，及时解决施工中发生的技术问题。九、工期保证措施1、加强施工组织的动态管理 紧抓施工的程序化作业、标准化施工，通过合理的组织与正确的施工方法，尽快形成生产能力，提高施工进度。 认真做好工程的统筹、网络计划工作，科学组织，合理安排生产。 紧抓关键工序的管理与施
42、工，控制工序作业时间，提高施工效率。 依靠科学和技术进步，对施工中遇到的技术难题，组织QC小组攻关，充分听取各方面的合理化建议和开展岗位技术创新活动，保证施工生产能够顺利进行。 2、加强机械化作业程序以提高施工进度 配备数量充足、机况完好、配置合理的机械设备。 加强对施工设备管、用、养、修的动态管理，提高机械设备使用率。 编制机械配件计划，超前定货加工，并有足够的库存量，保证机械能正常运转。 3、加强物资设备保证供应 编制材料供应计划，并备有足够的库存量，保证工程物资供应。 作好冬雨期物资储备。 4、技术保证措施 搞好工程的统筹、网络计划工作，制定阶段目标，科学合理安排施工工序。牢牢抓住关键工
43、序的管理与施工，确保关键工序施工的工期与质量。 提前做好图纸会审工作，对图纸中有疑问的地方，及时与设计单位联系解决，避免耽误施工。 组织技术质量人员学习招标文件、技术规范与施工监理程序，准确掌握本合同段技术标准与施工程序。 提前做好各分项工程的施工方案与材料试验。 5、外部环境保证 协调好同当地政府及居民的关系，并与业主、监理及设计等单位密切合作，同心协力，创造良好的施工环境，以确保本工程工期。 6、制订进度控制工作管理办法 根据总工期及业主的具体要求，编制详细的工程进度计划并及时上报业主及监理工程师审查。 根据施工进度进展情况调整施工网络计划，找出关键工序的转换，始终抓好关键工序的施工及进度
44、控制。设计工程进度专项保证基金，对各工区各项目工程进度实行奖罚，以促使进度按计划完成。十、施工安全保证措施 施工地段属于既有线施工范围，进场后立即与铁路设备管理单位签订施工安全协议；动土前，派专人对施工范围内的光电缆、管线进行探测，项目部提前与设备管理单位联系，做到措施到位、人员到位、探测设备到位，在设备管理单位派员到场的监督下，探明施工范围内地下光电缆和管线径路和深度，并人工将其挖出，加以迁移或有效防护，设置明显安全防护标志后，在项目部专人和设备管理单位配合人员的现场监护下，方可进行动土作业。施工前对所有参加施工的人员进行既有线安全培训，讲解既有线施工注意事项。采用洛阳铲人工掏挖桩孔进行作业
45、时，派专职防护员进行防护；列车通过时禁止作业；在既有线路堤坡脚两侧20m范围内使用施工机械和车辆时，必须在铁路限界外设置防护绳（带），而且必须确认光电缆拆迁完毕，并由项目经理书面下达开工令。 在既有线路堤坡脚两侧20m范围内每台机械和施工车辆必须有一名专职人员随设备进行防护，做到“一机一人”监护。 对于既有线两侧15m范围内并行等高或高于既有线的机械和车辆施工，施工时项目部必须设置车站联络员和工地防护员，防护员和车站联络员及设备管理单位监督人员不到位，严禁启动施工机械。若临近既有线设有临时便道，应在靠铁路一侧设置防护桩，防止车辆冲入铁路限界。施工机械设备、运输车辆由项目部统一制牌编号，并在醒目
46、处张贴注意事项，无牌车辆不得进入施工现场。白天下班后，运输车辆，机械设备钥匙一律交防护人员保管，防止防护人员不到位，操作人员擅自启动机械作业。应做好孔口防护，防止人或异物坠入。既有线的沉降观测（1）在既有线不限速的情况下，路基沉降量大于2/d或累计沉降大于10时必须停止施工，与监理和设备管理单位（工务段）共同分析原因，制定补强措施。（2）在既有线限速的情况下，路基沉降大于8/d或累计沉降大于20时必须停止施工，与监理和设备管理单位（工务段）共同分析原因，制定补强措施。具体措施如下：用水泥-水玻璃速凝浆液进行路基压浆加固，以增强路基土层松散土体间的联结，防止雨水渗漏，提高路基土体强度，减少沉降。钻孔压浆：钻孔（一般4.2cm）间距1.8m1.8m，孔口11.5m用套管锁孔。为保证注浆效果，施工注浆时先注直孔，后注中间孔，以防止浆液过多散失。注浆压力P=0.30.5Mpa，注浆开始时压力不宜过大，应循序渐进。开始时注浆量如很大，应稍停后再注浆，并应做好每个钻孔的注浆记录。浆液采用普通硅酸盐42.5级水泥，施工前做浆液配比试验及注浆试验，浆液粘稠度以能流动为主。封孔注浆时要尽量深一点，以免注浆中浆液从地表孔隙
