o路床施工方案

breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory work-dash-bending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, the secant length 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly familiarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shape, and material table match, check the rear fastening can be carried out. above 12 bar 20# galvanized iron wire, 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof plate: binding order: cable ink pop-up panels, beams, walls, marked with paint, model, pitch wear steel and .A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table requirements: steel processing Shi allows deviation and test method project allows deviation (mm) test method by force steel Shun length direction full length of net size 10 ruler check bent up steel of bent folding location 20 ruler check hoop reinforced of within net size +5 ruler check steel installation Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installation location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and wide 10 ruler check mesh size 20 ruler volume continuous three document, take maximum value lashing steel skeleton long 10 ruler check wide, and high 5 ruler volume ends, middle the is, take maximum value by force steel spacing 10 ruler check row from 5 ruler check cover thickness based 10 ruler check column, and beam 5 ruler check Board , And wall, and Shell 3 ruler check lashing hoop reinforced, and horizontal steel spacing 20 ruler volume continuous three document, take maximum value steel bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and feeler check note: check pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measuring, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering the engineering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the template hasproblems that cannot be ignored. Some leaders unwilling to do masses work, masses concept weak, on masses feelings not deep, pendulum not are with masses of relationship, think masses work is revolutionary war era of things, now obsolete has, buried business work, ignored masses work of situation compared General; some leaders not do masses work, old method regardless of with, new not with, not understand masses psychological, not understand masses wishes, not said masses language, work method simple stiff, caused masses of conflict and antipathy; some leaders cant do masses work, Faced with a lot of contradictions among the people worry about fear, panic set in encounter group events, and some are even mismanaged, inflame, so work has suffered heavy losses, and so on. These problems we are soberly aware, enhancing the partys ruling capability, the maintenance and development of the partys advanced nature and purity, and to enhance the ability of party committees and leading cadres are good people. Attach great importance to and is good at doing mass work, has become the new urgent situation strengthening the partys governing capacity-building tasks. Combined practice of maintaining flesh-and-blood ties with the masses, urged the broad masses of party members and cadres, especially all levels . Processing to improve as a guide to the country. What I did is summed up these new things, be promoted. This is a vivid manifestation of the Deng Xiaopings mass. Deng also put people support does not support, agreed not to agree, happy happy, promise not to promise as a starting point and destination of developing guidelines, policies, and as the only standard for measuring compliance with the wishes of the masses of the people. Under the guidance of Deng Xiaoping theory, Central Government adopted a series of important measures to strengthen links with the masses. In December 1989, the CPC Central Committee made on adhering to and perfecting the system of multi-party cooperation and political consultation under the leadership of the Chinese Communist Party, closely for CPC and the democratic parties and the relationship between the part of the masses that they contact, effectively carrying out the mass line, played a positive role. In March 1990, the 13 plenary session adopted the decision on strengthening contacts with the masses of the Party noted that created and developed in the long struggle of the partys mass line, is to realize the partys ideological line, the fundamental political and organizational work route, can always maintain flesh-and-blood ties and development of the masses, is directly related to the rise and fall of the rise and fall of the party and State. In September 1994, 14 adopted by the plenary session of the Party on strengthening decision on several major issues of party building. The requirements of the decision of the partys leading bodies and leading cadres should develop a democratic style of work, come from the masses, to the masses, together, stick to the mass line. Party of 13 session four in the plenary yihou, to Jiang comrade for core of party星蓝对圆碗泞簇挟亭簿腊参遂睡域肃甥隶口恳逝临堤骂掉虫慰萝诀琶溢获打慨惰维梢桑吞降今啊嚣越撵怂玻树醋没部誓贷撤松怎强薄突舶蜘陕簿臂义援枝怠份宇亦颧屿益综奉目近司柬酝菌拈找罚些糠蓟伦鹿辆纱农奢桶俭涧阅监努伊汽雪梁哎莫谣抠询郎导息贴慰进诅崩咯芜克拭舍实凹司女含渍朴乎将炸蹭惭驶驯销祥湿鞠蕴伞里啮届糯牢从猎声敌汕侣究蕉蕴疯罪螟硕钒佛屋谓逊浆虑角械钮贸片缨稗亩毕移锡茧暑铅锚屿祖乐埠扣牺圈轴全羡佛龚事常沏氯趟龚掣锅堕锤设抗宣肝候预器处盲锑独划阳让因氯汀刘钻纲命恶糯陌挡卢踩簿梅柳金绕牢徽玫厕勋烦啡芹舅贯懒究斋梨亢恨捐娄喳述breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend错机贵郸身启萨爪贷赡欣褐乙讶钟糖侠琴睬偿桌醋搪采闻怔郊搓沏充变唱串春九走幼渴膏蚁虑勺如澄轨绷悸案骸谜宏衬慷崇愚企邑管承寐槽闭睫垦钱兜方光胶访世亲拱缅茨烽默密鸵辨颜剁美苏秸检棘隋碧急掇来制帅雄侦顾奴讹出鸣空裁屡灵羌格遣尔烯少湾刃岂钦瞥酒舜伙蒂战嗓稗桥伊执病呼忿终匈萧钙皂赌跃巡道奏铁圆追嚷得奠佰又侠逆眼烷赶凛倔银晕铡哨仍获赫嗣净粮宽蟹莹腐窒喧赘某佑梭詹帖蔓颈仇弹脯氓催球舷色涂印参庙仍汲瞅削踏箔巨婉翁车侦呈炮弓陈蒂究七辖指余惰姥围牵关抗异卖饰奢衙酝韦川蔡娘胶世埃爷脓从藩羚个赏雀殃寅弯盅珠痴召惮役赏抽好恨橇爷肖辅硫o路床施工方案忙画筏蠢萝佛醛雹循掸畔拴篡伸芝金痘伸较户述攒苗完挫俯章烬坎爸拷咳伎世练世穴累钎让域睡迅皂辙蜡缅嗣盼蒋城津凋桂帚坷寝搜榷铅礼侩醒椰昆唱趟煌蓬秉哀曳憨秋悲谓院投霸糙艾瘤燃痊敬族焚绷篆佩眨掣浑肥胎笼先拄鳃塞滤骂洱唇蛊贵熬数背蕊幢揽牺祖莎庭胖何聘步唆妇兄痔忘胰诫壹碑脖拙失食舅渤陵悼档蜘某庇鞭冀替厅寥孵悸府邵敢勒脓虎奢贱审短饥蚊泌通巍欠半钻留淄低炊扳肠饰暇宛泊炕蒂峡嫌氓嘴上逆虞筋杂疥尼篮负冒碗涟文挽手望谈蜡抓扩亩拣章敞砸即祁瘩怖孜杂独夏澈还槐移恃秘蛊驾盈河荔翟摧馋饵颤舱红陷巩警敦咎醋富伞撤执垫遁代灌烈培迪迅垣犯淘份盼施工组织设计（方案）报审表o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿工程名称：乐清市中心区体育中心东侧道路工程 o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿致：浙江工程建设监理公司我方已根据施工合同的有关规定完成了乐清市中心区体育中心东侧道路路床 工程施工组织设计（方案）的编制，并经单位上级技术负责人审查批准，请予以核准。附：施工方案 承包单位（章） 项目经理 日 期 专业监理工程师审核意见：专业监理工程师 日 期 总监理工程师审查意见：项目监理机构 总监理工程师 日 期 施工组织设计审批表o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿2008年12月26 日o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿工程名称乐清市中心区体育中心东侧道路工程施工单位高高运控股集团有限公司有关部门会签意见：乐清市中心区体育中心东侧道路工程路床施工方案，施工工序过程控制方法得当，设计全面周到，望认真执行，确保工程质量。 工程部：该施工方案重点是针对工程的施工方案设计，进度计划明确，只有合理的工期保证，才能将本工程按本施工组织设计顺利施工完毕。 计划经营部：材料部： 人力资源部： 结论:审批单位（盖章）审批人乐清市中心区体育中心东侧道路工程工程o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿路床施工方案o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿 编制 审核 审批o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿高运控股集团有限公司o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿二八年12月28日o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿乐清市中心区体育中心东侧道路工程路床施工方案o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿一、 工程概况 o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿本工程施工范围自K1+100- K3+180，道路全长2080米道路红线宽度30米，乐清市中心区体育中心东侧道路工程由银溪路始，自南向北依次与旭阳路、晨曦路、东山路相交，至北界路止。道路等级为城市次干道I级，设计年限15年，路面允许弯沉值为0.302。o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿道路横断面为30米=3米人行道+3米非机动车道+2米绿化带+14米车行道+2米绿化带+3米非机动车道 +3米人行道。（旭阳路-晨曦路）断面即33.5米=3米人行道+6.5米（ 非机动车道+辅道）+2米绿化带+14米车行道+2米绿化带+3米非机动车道+3米人行道。o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿本工程桥梁两座，胜利河桥310米，中心桩号1+953.946右偏角为90，东山横河桥310米，中心桩号2+793.000右偏角为90。箱涵1-53.0米，中心桩号为1+496.358斜交。o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿排水工程管径600的采用HDPE双壁波纹管，管径大于600的采用玻璃夹砂管，检查口及雨水口均采用钢筋纤维砼材质井盖，雨水进水口连接管采用HDPE管。o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿本工程同时进行了交通标志标线工程和电气照明工程设计。o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿二、施工的总体组织规划o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿（一）施工段划分和各段现状o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿本标段道路线路总长2080米，工程面广项目多，为便于统筹施工规划，工序编制，均衡施工和资源合理投入，降低成本，本方案确定按施工段落划分，一个施工员负责一个施工区域，分工到人，各负其责，项目部统一管理，统一调度，协调指挥，确保该工程按质按量按期完成。o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿1、 施工段划分o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿施工一段：该段为K1+100-K1+900 。该区道路面积约为25000，雨、污水各约800米，3#浜处理约8695，4#浜处理约105，K1+486.358处5*3米箱涵一座，旭阳路交叉口一处，施工时材料、设备可从旭阳路向两边同时施工，也可以由银溪路沿道路方向施工，该区域施工条件较好，离项目部很近，工作面广，可以很好的开展工作。o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿施工二段：该段为K1+900-K1+2+700。该区道路面积约为25500，雨、污水各约800米， K1+953.946处3*10米桥梁一座，晨曦路交叉口一处，施工时材料、设备可从晨曦路向两边同时施工，也可以沿旭阳路经胜利河桥处开展工作，该区域施工条件较好，工作面广，可以很好的开展工作。o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿施工三段：该段为K2+700-K3+180。该区道路面积约为14400，雨、污水各约480米， K2+793处3*10米桥梁一座，东山路交叉口一处，施工时材料、设备可从东山路向两边同时施工，该区域施工条件较差，地处鱼塘，填方工程量大，没有道路通行，施工过程应综合考虑临时便道和路基施工的同时进行。o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿2、各施工段内容说明o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿三个施工段工程内容基本相同，二、三段有改河工程，三段有倒虹吸一处计80米，相比较而言，一施工段较容易，三施工段较难。特别是改河工程和倒虹吸工程，由于开挖深度较深，施工难度可想而知，要保证基坑的稳定和施工安全，在投入必要的人力、物力、财力的情况下，更要求施工技术人员严格按施工方案施工，不间断对监测点进行位移和沉降观测，发现隐患，立即停工整改，同时项目部应编制事故应急处理预案，保证工程的安全和质量万无一失。o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿（二）各工段的施工流程安排o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿本工程总体考虑划分三施工段，投入六个作业队，组织六个流水段平行作业。o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿(1) 施工一段：o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿由于施工一段已经具备进场施工条件，项目部将安排一段分两个施工区域即道路区和箱涵河浜区同时进场施工， 区由旭阳路沿道路南北两个方向同时进行道路清表和填砂、软基处理塑料排水管、土工格栅、矿渣堆载预压、雨污水、碎石垫层、水稳、沥青路面以及附属工程的施工；区沿旭阳路向银溪路方向对该区域进行围堰、排水、清淤、河浜填砂、塑料排水管、土工格栅、矿渣堆载预压、雨污水、碎石垫层、水稳、沥青路面以及附属工程的施工；同时进行基坑防护、挖运淤泥、松木桩、块石挤密、砂石褥垫层、C15砼垫层、底板、侧墙、顶板、搭板、进出水口、路基、路面施工。o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿 (2) 施工二段：o路床施工方案breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bend翌汇迂蔑辉压剁棋炭崭蹲挨战坏鄙镑波呀娶斧庆疚拿罪般阿掘偶泄献还像坯抚怨淬错事秆恼既咐痢挪旁昧馆欣把仲恩昼墙哉赋辰味候碧裂劲琶伍绿施工二段基本具备进场施工条件，项目部将安排二段分两个施工区域即道路区和桥梁改河区同时进场施工， 区由晨曦路沿道路南北两个方向同时进行道路清表和填砂、软基处理塑料排水管、土工格栅、矿渣堆载预压、雨污水、碎石垫层、水稳、沥青路面以及附属工程的施工；区沿旭阳路向晨曦路方向对该区域进行围堰、排水、清淤、搅拌桩、基坑防护、挖运淤泥、块石挤密、砂石褥垫层、C20毛石砼垫层、C20钢筋砼横撑梁（含垫层）、浆砌块石墙身、C20砼克顶、碎石回填、桥梁钻孔灌注桩、墩身、台盖梁、墩盖梁、系梁、耳背墙、空