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毕业设计中文摘要京张大桥施工组织设计摘要:施工组织设计是对施工活动实行科学管理的重要手段,它具有战略部署和战术安排的双重作用。它体现了实现基本建设计划和设计的要求,提供了各阶段的施工准备工作内容,协调施工过程中各施工单位、各施工工种、各项资源之间的相互关系。本施工组织设计是公路桥梁施工组织设计。以招标文件、设计图纸、各种规范、国家政策及当地法规等作为编制依据。其设计内容为:工程概况和特点分析,施工部署和主要工程项目施工方案的确定,施工进度计划,劳动人员准备,施工总平面图,各种施工保证措施。施工组织设计地合理编制,对保证施工的顺利进行具有重要意义。关键词:施工桥梁施工组织设计
毕业设计外文摘要Title:JingZhang,BridgeConstructionOrganizationalDesignAbstract:ConstructionOrganizationDesignisanimportantmeansofscientificmanagementforconstructionactivities,Ithasthedualroleofstrategicandtacticalarrangements.Itreflectstherealizationofthebasicbuildingplansanddesignrequirements,andprovidesallstagesofpreparationsforthecontentoftheconstruction,andalsocoordinatestherelationshipbetweentheconstructionprocessinallconstructionunits,theconstructiontrades,thevariousresources.Theconstructiondesignisthedesignofhighwaybridgeconstructionorganization.Itisbasedonthetenderdocuments,designdrawings,variousnorms,nationalpoliciesandlocalregulationsasthebasisforthepreparationThedesigncontent:ProjectOverviewandCharacteristics,Deploymentandmajorconstructionprojectsinconstructionscheme,Constructionprogressscheme,Personnelreadytowork,ConstructionofGeneralPlan,variousAssurancemeasuresforconstruction.Preparationofconstructiondesigntoreasonableforensuringthesmoothprogressofconstructionisimportant.Keywords:ConstructionBridgeConstructionOrganizationDesign
京张7号大桥施工组织设计2011年6月目录引言………………………………………………………………………………1第一章、编制依据和原则………………………………………………………2一、编制范围………………………………………………………………2二、编制依据………………………………………………………………2三、编制原则………………………………………………………………2第二章、工程概况介绍…………………………………………………………3一、地理位置………………………………………………………………3二、气候及水文条件………………………………………………………3三、地质条件………………………………………………………………3四、技术标准………………………………………………………………4第三章、施工方案的确定及部署………………………………………………4一、施工流的确定…………………………………………………………4二、施工组织及顺序的确定………………………………………………4三、施工方案的确定………………………………………………………6第四章、施工场地布置及施工准备……………………………………………18第五章、劳动人员准备…………………………………………………………19第六章、施工总进度计划………………………………………………………20第七章、施工总平面布置………………………………………………………20第八章、保证工期的主要技术措施……………………………………………21第九章、季节性施工措施………………………………………………………22第十章、质量保证体系…………………………………………………………23第十一章、安全生产保证措施…………………………………………………23第十二章、年、季度用款计划安排……………………………………………24第十三章、文明施工措施及环境保护…………………………………………24第十四章、技术管理措施………………………………………………………25第十五章、新技术的研究与推广应用…………………………………………26第十六章、施工降低工程成本的措施…………………………………………26结论………………………………………………………………………………27参考文献…………………………………………………………………………27致谢………………………………………………………………………………28
引言随着桥梁工程技术的发展,科学、合理的施工组织设计对于桥梁工程施工的指导作用愈发重要。施工组织设计是以整个建设项目为对象,根据设计图纸以及其他有关资料和现场施工条件编制的用以指导工地各项施工准备和施工活动的技术经济文件。该设计影响着整个工程的质量、进度、经济效益等。因此,施工组织设计要合理的运用人力、物力、财力等资源,即结合工程实际情况,以承包合同、设计图纸以及国家相关法律法规为依据;在保证质量和安全的前提下,秉承技术先进、经济合理的原则,使桥梁施工活动全过程科学化、系统化、规范化,从而使桥梁施工各方都能获得最大的利益。本施工组织设计是公路桥梁施工组织设计(京张7号大桥施工组织设计),该设计的编制依据招标文件、设计图纸、各种规范、国家政策及当地法规等。其编制包括:工程概况和特点分析;施工部署和主要工程项目施工方案;施工进度计划;施工资源需求量;施工总平面图;各种施工保证措施等,认真地编制好施工组织设计,同时对这些错综复杂的活动进行组织和协调,对保证施工的顺利进行具有重要意义。通过本次毕业设计的学习,在侯子义老师的指导下,我们将学习到的专业知识、基础知识进行全面的、系统的应用,锻炼了我们的工作能力。但由于本人知识有限、编写时间紧迫,尚有不妥和谬误之处,敬请老师提出宝贵意见。
第一章、编制依据及原则一、编制范围本施工组织设计编制范围为京张7号大桥工程8B标段K104+522.47——K104+627.53二、编制依据1、京张7号大桥工程8B标段招标文件,有关设计资料、图纸,施工招标、补遗等各项指标及建设文件。2、工程所在地区行政主管部门的批准文件,建设单位对施工的要求3、国家的有关规定、规程及规范4、上级的相关指示5、相关的合同规定6、施工企业的施工能力、机具设备状况、技术水平、施工经验及现有的技术资料等7、《建筑工程施工组织设计规范》(GB/T50502-2009)。公路桥涵施工技术规范(JTJ041-2000)8、本工程建设涉及现行的国家和铁道部施工技术、安全、质量、验收等标准、规范和文件及公路立交改道和地方道路改建涉及相应部门的标准、规范和文件9、《公路桥涵施工技术规范》(JTJ041—2000)三、编制原则1、严格遵循施工招标文件、有关设计资料、图纸、补遗书、标前会议等各项要求2、优化施工组织设计、技术先进、经济合理的原则,严格遵照业主对工程项目的质量、工期、安全、造价等要求并结合工程实际编制3、推广使用新技术、新设备,促进施工现代化,实现连续、均衡而紧凑的施工。4、节约用地,防止污染5、优化施工组织设计、技术先进、经济合理的原则,严格遵照业主对工程项目的质量、工期、安全、造价等要求并结合工程实际编制6、
按照设计意图,根据工程特点和现场情况进行编制,使制定的施组方案、技术、工艺、措施等切实可行7、贯彻均衡生产、合理分配资源的原则,认真安排总体施工进度、设置和配备组织机构、人员、设备、材料。充分利用当地资源,认真保护自然环境和文物,搞好文明施工建设8、重点项目重点编排。施工设备、人员等资源配置尽量合理,并留有一定的贮备量9、确保工期的原则:严格按照建设单位对本合同段的工期要求,科学、合理地安排施工计划进度,确保按总工期要求完成工程任务10、确保工程质量的原则:优化施工方案,加强施工管理,贯彻ISO—9000质量体系,确保工程质量达到:一次验收合格率100%,优良率90%以上,确保优质工程11、安全第一的原则:制定了安全措施,完善安全设施,健全安全制度,加强安全检查,严格安全教育,防止事故发生,确保安全施工第二章、工程概况介绍一、工程项目的特征该工程为宣化至大同公路阳原至宣化段高速公路8B标段京张7号大桥,桥长105.06m,桥面跨度为双幅净10.75+2*0.5m防撞护栏,两幅间净距1.0m,桥面总宽24.5m,起讫里程为K104+522.47——K104+627.53该桥上部结构为5*20m预应力混凝土连续空心板,全桥一联,下部结构为桩柱式桥墩,肋板式桥台,砖孔灌注桩基础,基础采用桩基础,桩径1.20m,桩长25.00m,桥墩为三柱式桥墩,柱径1.00m,桥梁采用GYZ型板式橡胶支座80异型钢伸缩装置工期12个月二、气候、地质及水文条件不明确三、施工条件不明确
四、技术标准1、公路等级:Ⅰ级2、设计荷载:汽车—25级,挂车—1203、设计行车速度:4、抗震烈度:地震基本烈度7度第三章、施工方案的确定及部署一、施工流的确定方案1、该桥的施工流向由西岸阳原0号桥台桩基础开始,顺序施工到东岸宣化5号桥台桩基础的完成。系梁浇注、桥墩升高、盖梁混凝土浇注均按此顺序进行。方案2、该桥的施工流向可同时从东西两岸同时开始施工,顺序到桥梁中线处合拢,其方式与方案1相同。方案1与方案2比较,方案1比方案2施工工期长,但耗费机械设备及人力小、占用资源和空间小,故选用方案1二、施工组织及顺序的确定1.基础施工由于该桥基础工程数量较大,工程量小,采用一台钻机、一组施工专业人员进行施工能就满足进度要求。因此采用一台钻机、一组桩基施工专业人员进行钻孔施工,同时配备一套每小时可拌合50m³混凝土的混凝土拌合设备和一台60型混凝土输送泵配合施工,其施工顺序见(图1)
2.桥墩、盖梁施工桥墩的墩柱采用两套定型钢模(每套总高按最高的两根墩柱定制),盖梁采用两套底模、一套侧模,均建立钢筋、支模、浇注混凝土三个专业施工队组织流水施工,其施工顺序与基础施工顺序相同。3.空心板梁预制 空心板梁预制场设四个底座,每个底座长度为90m,一个底座上可同时预制4片梁板,四个底座可预制16片梁。在预制场设置移梁龙门架,存梁区设在预制场靠桥位一侧,纵向设置两排,每排一层可存10片梁,可同时放三层,则存梁区可放置60片梁,满足施工进度要求。根据梁体预制的工艺特点,将施工过程分解为五道工序:扎筋,支模,浇注混凝土,养生、拆模、整修及张拉封锚。建立五个相应的专业队,组织流水施工。同时,梁体预制与下部结构平行施工,其目的是为了缩短总工期。空心板预制时,应考虑安装顺序,将边梁与中梁间隔预制和堆放4.空心板安装顺序(1)纵向顺序 该桥安装顺序:从西岸第1孔开始,安装完第一孔12片梁后,再安装紧接的第2孔,…,直至最后一孔(第5孔)安装完成为止(2)横向顺序每跨从左侧(沿路线前进方向)第一片边梁开始,依次安装至右侧边梁
总之,在确定施工顺序时,坚持以下原则:先地下,后地上,先主体,后附属。地下地上尽量平行作业,以减少施工时间;尽量组织流水作业,在保证工人连续工作的前提下,充分合理利用工作面。在具体安排施工顺序时,要在上述原则指导下,结合施工条件、施工的自然地理环境及各种影响施工顺序的因素统筹规划、全盘考虑。同时,施工进行中各项测量工作如无说明均包括在相应工序中三、施工方案的确定1.成孔方案(表1)表1钻孔方法适用范围需否泥浆悬浮钻扎土层孔深(m)孔径(m)成孔速度正循环回旋钻机粘性粉砂,细、中、粗砂,含少量砾石、卵石的土,软岩(80~100)/(80~160)约5m/班需要反循环回旋钻机粘性土,砂类土、含少量砾石、卵石的土,软岩65/(80~150)32m/班不需要潜水钻机(正循环)淤泥、腐殖土、粉砂50/(80~150)45m/班需要冲抓锥淤泥、腐殖土、密实粘性、砂类土、砂砾石、卵石50/(100~200)(4~0.2)m/班不需要冲击实心锥粘性土、砂类土、砾石、卵石、漂石、较软岩石50/(80~200)(9~0.4)m/班需要冲击空心锥粘性土、砂类土、砾石、松散卵石50/(80~150)(9~0.4)m/班需要由于桥位处的地质为粉细砂和亚粘土,经反复对正循环钻、反循环钻、冲击锥成孔方案进行技术和经济成孔速度及安全可靠性的比较,决定采用正循环回旋钻机。A、平整场地,整修道路,用机械配合人工平整场地,按钻孔位置平面,布置修筑钻孔机械、混凝土运输及浇筑机械进出场道路,场地面积要满足摆放钻机,挖设泥浆池及沉淀池,摆放钢筋笼及进行其他相关工作的位置。
B、桩位复核根据设计图纸和建设单位提供的定位坐标,测放出孔位桩及护桩,经复核无误,监理工程师认可后,用表格形式交钻孔班组,并保护现场桩位。C、埋设护筒根据桩位的分布情况在场地空闲处挖设泥浆池、沉淀池,钻孔班根据测定孔位中心桩、埋设护筒,护筒采用6cm厚的钢板制成,用锤击或振动加压沉入。护筒顶端高程,应高出地下水位或孔外水位1.5m,钢管护筒垂直度要求相对比较高,斜度不得大于1%,须严格控制垂直度。D、泥浆制备拌制泥浆粘土严格选取,控制好含砂率,试验测试确定泥浆性能,相对密度1.06-1.10,失水率15-20毫升/30分钟,泥皮厚度小于3毫米/30min.粘度18-28S.如不能满足要求,加膨润土重新试验确定E、钻机就位钻机就位后将钻头准确对准孔位中心并与其垂直其偏差值不应大于20mm,轨道上任意两点的高差不得大于10mm,具体方法是在护筒的刻痕处用小线连成十字,钻头中心对准小线十字交叉点。F、钻孔按正循环回转法钻进工艺、机械技术要求及钻孔操作要点进行,钻孔采用泥浆护壁,在钻孔过程中,要随时根据钻进情况,、底层情况、泥浆比重、工期和设备情况等调整钻头压力和钻头转速,在砂为宜土层或含有少量石子的土层中,钻进时采用鱼尾钻头;在黏性土中用笼式钻头。钻头直径一般比设计桩径小3~5cm常见事故处理(1)、坍孔:回填砂和粘质土混合物到坍孔处以上1~2m,重新钻进。(2)、钻孔偏斜:用检孔器查明钻孔偏斜位置,在偏斜处反复扫孔。(3)、掉钻落物:用打捞叉、打捞钓等工具取出落物。(4)、糊钻和埋钻:调节泥浆指标,增大泵量及向孔内投入砂石,严重糊钻时,停钻清除钻渣。G、成孔当钻孔深度达到设计标高后用检孔器测孔径,经检测合格方可进行下一道工序,同时作检孔记录,填写钻孔记录表。
H、清孔清孔的目的是降低孔内沉淀层的厚度,提高孔底承载力具体方法:一是换浆法,先将钻头在孔底空转,再用Φ100mm水管向孔内注水,注水的同时搅拌孔内泥浆,进行换浆,换浆的同时用比重瓶测泥浆比重,泥浆比重在1.03~1.10g/cm3之间即为合格。换浆完成后用测锥量测孔内沉淀厚度,不得大于图纸规定,否则应按要求再次清孔。二是,采用掏渣法二次清孔工艺,即在钻至设计标高后,停止钻进,进行孔底淘渣清理施工员初测沉渣满足要求后报请管理人员、监理或甲方一同检测沉渣情况,直至合格(沉渣厚度《10mm),方可进行下一道工序。换浆法适用于已经注入泥浆的钻及孔适用于正循环钻孔法的摩擦桩,对于稳定性差的孔壁应用掏渣法清孔,且掏渣法仅适用于冲击钻孔的摩擦桩的初步清孔,因此此处选用换浆法清孔。I、测孔钻孔垂直度用检孔器测量,同时测孔径。J、安放钢筋笼绑扎钢筋笼前按要求对钢筋进行调直、切断、弯曲、绑扎,钢筋笼绑扎成型后存放到平整的场地上,不能使钢筋笼受损。①钢筋笼应采用内箍成型法绑扎,并将不同类型的钢筋笼按设计要求分类编号挂牌妥善存放。②为保证钢筋笼吊运不变形,在骨架内每隔1.5~2.0m设一道加强内箍筋,并与主筋焊接,并在钢筋笼主筋末端加焊一道加强箍筋将钢筋笼下口封住,不得有主筋露头现象,以防吊装钢筋笼时主筋散开及提导管时卡住导管。③钢筋笼宜整体吊装入孔。需分段入孔时,上下两段应保持顺直④应在骨架外侧设置控制保护层厚度的垫块,其间距竖向宜为2m,径向圆周不得少于4处,钢筋笼入孔后,应牢固定位⑤在钢筋笼吊放入孔应对中、慢放,防止碰撞孔壁,下放时应随时观察孔内水位变化,发现异常应立即停放,检查原因。禁止加压下沉钢筋笼入井。⑥钢筋笼就位后,要妥善牢固地将钢筋笼固定到设计要求的高程,以防止钢筋笼掉入孔内,并防止浇筑混凝土时将钢筋笼托上来。K、安装导管
导管的安装是利用桩机自带的卷扬机进行吊装,导管吊装完成后必须进行二次清孔,原理与第一次相同,直至经施工员、监理或者甲方检测达到要求并同意灌注后方进行下一道工序。L、储料斗为保证灌注时导管埋深至少2.0m以上,储料斗的容量与桩径、桩长有关,本段拟用4m³的储料斗进行所有桥梁桩基的施工。M、水下混凝土灌注①混凝土后台采用自拌式混凝土搅拌机,前台采用斗车将混凝土推到导管孔口,将混凝土倒入接料斗内进行。②开始灌注时,导管下到距孔底40~50cm左右。③隔水球用铁丝悬挂于导管内泥浆上约5~30cm,在导管内的隔水球上部先灌入同设计混凝土标号的水泥砂浆0.2~0.3m³和约2m³的混凝土,使导管内的隔水球上方重力较大,便于剪断铁丝后隔水球在导管内下行顺畅,不易卡住。④在混凝土灌注过程中要连续不断的测量导管外混凝土的顶面高度,并算出埋管深度,确定拆导管的长度,严禁导管提离混凝土上顶面,要求至少保持埋管2m,最大不超6m,以防止卡埋导管事故的发生。⑤灌注混凝土要连续不断的进行,中途不得停止。拆导管时要求快拆快接,一般不超过15min。⑥当导管内未灌满混凝土时,后续的混凝土应徐徐灌入。⑦灌注混凝土桩顶标高应比设计标高》0.5m。⑧应适时提升拆卸导管,拆除的导管应用清水冲洗干净,取下密封圈垫,置放妥当。⑨混凝土灌注过程中,如发生故障应及时查明原因,并提出补救措施。N、桩头处理桩身混凝土强度达到70%后,养护7~14天(视施工时的具体情况而定),用人工凿除高于桩顶设计高程部份的混凝土,检查桩头混凝土是否有夹泥或其它异常现象,发现问题及时处理。O、钻孔灌注桩的质量控制① 钻孔灌注桩的质量要求高,桩孔中心偏移不得大于5cm,孔斜度不得大于1%桩长,孔底沉渣厚度允许值为0.2b(b为设计直径),钻孔灌注混凝土时顶面标高超过桩顶设计标高0.3~0.5m,钻孔直径必须保证设计尺寸。② 控制钢筋笼上浮措施:a、当导管底口低于钢筋笼底部3m至高于钢筋笼底1m
之间,且混凝土表面在钢筋笼底部上下1m之间时,放慢混凝土灌注速度;b、钢筋笼上端焊固在护筒上,可以承受部分顶托力。2、柱及梁的施工①施工方法该桥墩设计桩顶系梁相接,柱顶设计盖梁,系梁及桥台施工采用挖掘机配合人工挖基,系梁,台基础采用混凝土型组合钢模,墩柱,台身采用混凝土型钢型一次性浇筑达到标高.②施工工艺系梁,墩柱,盖梁台身施工采取分部进行,流水作业施工,即:挖基础→破桩头→立模→系梁钢筋→灌注混凝土→墩柱钢筋定位→墩柱放样定位→绑扎立柱钢筋→立墩柱模板→脚手架→盖梁模板→盖梁钢筋→墩柱,盖梁混凝土灌注→养生.③施工要点承台基坑开挖采用挖掘机配合人工开挖,根据地下水位情况进行基坑排水,检测基坑底标高,进行基底处理,测量放样.破桩头按设计图纸多余的钻孔桩头破掉,将钢筋头弯成喇叭口,并绑扎好,声测管应用水泥浆灌注,测量放样立系梁模板,绑系梁钢筋,经监理工程师检查后再进混凝土的灌注.立墩柱模板之前应用全站仪进行精确的定位并弹出十字线,对系梁的标高认真的测量.墩柱的钢筋绑扎搭接应按设计要求进行,模板和钢筋笼之间要垫好垫块,保证钢筋的保护层厚度.立模板采用吊车和人力配合将整体钢模安装就位,外搭脚手架固定模板和盖梁模板的支撑,经监理工程师检查合格后开始灌注混凝土至盖梁顶部.盖梁模一定要夹持牢固,浇筑混凝土时不得下滑.当混凝土强度达到75%拆除底模,混凝土灌注完后12小时以内及时进行湿润法养护,养护时间不少于7天.3、预应力混凝土空心板预制:方法一是先张法,即先张拉钢筋后浇注混凝土.其传力途径是依靠钢筋与混凝土的粘结力阻止钢筋的弹性回弹,使截面混凝土获得预压应力
方法二是后张法,先浇混凝土,待混凝土达到设计强度75%以上,再张拉钢筋(钢筋束).其主要张拉程序为:埋管制孔→浇混凝土→抽管→养护穿筋张拉→锚固→灌浆(防止钢筋生锈).其传力途径是依靠锚具阻止钢筋的弹性回弹,使截面混凝土获得预压应力先张法施工简单,靠粘结力自锚,不必耗费特制锚具,临时锚具可以重复使用(一般称工具式锚具或夹具),大批量生产时经济,质量稳定.适用于中小型构件工厂化生产,而后张法设备简单,不需要张拉台座,生产灵活,适用于大型构件的现场施工,综合经济、工期及施工需求比较选择方案一先张法先张法预应力混凝土空心板的外模采用定型钢模,内模用充气芯模.张拉方法采取一端固定,一端整体张拉的方法,混凝土由拌和站集中供应,插入式振捣器振捣.后张法,采用附着式振捣器和插入式振捣器振捣,混凝土浇注中应经常抽动钢铰线,避免被水泥浆凝固无法活动,混凝土浇注时应有模板工,钢筋工,电工等值班,随时检查,处理各种应急事件。A、施工准备工作平整压实场地,修筑张拉台座,张拉设备检查标定,作钢绞线检测,制作钢模板,定购芯模,为监理工程师提供实施性张拉等.B、模板的制作,安装与拆除:①模板的制作,安装与拆除:a,梁片外模采用定型组合钢模,内模采用充气芯模.模板各部位尺寸准确,表面光滑,无凸凹不平现象.为防止充气芯模在浇注混凝土时整体上浮,采用顶部压重法予以固定,严格控制芯模及钢筋骨架的位置,使其偏差符合设计要求.钢筋保护层采用垫块来保证.b,模板的安装与钢筋的绑扎结合进行,钢筋骨架在底模上绑扎完毕后,支边模和端模.模板要支承牢固,误差在允许范围内.立模完毕经监理工程师检查合格并签字同意后进行下道工序施工.芯模安放要在底板混凝土浇注完成之后进行,在对芯模充气的同时进行顶板钢筋的绑扎.c,模板的拆除对混凝土工程的外观及质量有很大的影响,在混凝土灌注前,模板上必须涂脱模剂辅助拆模,当混凝土强度大于2.5Mpa时,拆除不承重侧模,当混凝土强度大于10Mpa时,将芯模内的气体放出,并将芯模抽出.
②先张法预应力混凝土空心板梁施工,模板的制作除满足上述一般要求外,还有如下要求:预制场平面布置a,先张台座的钢盖板作为预制构件的底模,要求地基不产生非均匀沉陷,底板制作必须平整光滑,排水畅通,为防止预应力筋放松梁体中段拱起,两端压力增大,梁位端部的底模增设10mm厚钢板,以满足强度要求和重复使用的要求.b,端模预应力筋孔的位置要准确,安装后与定位板上对应的力筋孔要在一条直线上.由于施工中实际上存在此偏差,故制作端模时力筋孔径应比力筋实际直径增大2mm.c,先张法预应力混凝土板梁,预应力钢筋放松后板梁压缩量为1‰左右,为保证梁体外形尺寸,侧模制作要增长1‰.C、钢筋及预应力筋的制作①钢筋骨架的加工制作钢筋的规格,型号必须符合设计要求,并且有出厂合格证和质量验收单,同时须经现场复检合格后方可使用.钢筋加工前进行调查,除锈,钢筋的长度,弯折角准确,主筋接头用闪光对焊,焊接接头在构件中的位置符合设计要求及规范规定.钢筋先将主筋点焊形成骨架,然后再细部绑扎.钢筋骨架有足够的刚度,不易变形,且在浇混凝土时不得松散移位.同时,在钢筋与模板之间布置垫块以确保保护层厚度.②预应力筋的制作预应力筋采用钢绞线,其下料长度根据计算长度,工作长度和原材料试验数据确定,在台座张拉端和锚固端尽量用拉杆和连接器代替预应力筋,以减少预应力筋工作长度.穿钢绞线.将下好料的钢绞线运到台座的固定端,采用向前推的方法穿束.钢绞线穿过横梁及塑料套管后在其前端安引导工具,以利于钢绞线沿直线前进.引导工具为一个钢管,前头做成固锥形状.穿束前各孔眼统一编号,对号入座,防止穿错孔眼.③预应力筋张拉程序与操作a,预拉前的准备工作
先张法梁的预应力筋在底模上整理好后,利用两端的纵梁对已加工好的预应力筋进行张拉.本工程中先张法梁采用一端固定,另一端整体张拉的方法进行施工.为了确保张拉预应力值满足设计要求,采用油表读数和伸长值双控制法.张拉前,先安装定位板,检查定位板的力筋孔位置和孔径大小是否符合设计要求,然后将定位板固定在横梁上.再检查预应力筋数量,位置,张拉设备和锚具无误后,进行张拉.b,张拉工艺张拉程序:先张法预应力筋张拉程序如下:调整预应力筋长度:安装好定位板后,将固定端与张拉端的工具锚环安装好,在张拉端用穿心式千斤顶对各根钢绞线进行预拉,在预拉时使每根预应力筋均匀受力,且使其保持拉直但不伸长的状态.初始张拉:一般施加10%的张拉应力,将预应力筋拉直,锚固端和连接器处拉紧,在预应力筋上选定适当的位置刻画标记,作为测量延伸的基点.正式张拉:张拉时分级加载,每级荷载值为20%控制应力.持荷:按预应力筋的类型选定持荷时间为2min,使预应力筋完成部分徐舒,完成量约为全部量的20%~25%,以减少钢丝锚固后的应力损失.锚固:补足或放松预应力筋的拉力至控制应力.测量,记录预应力筋的实际延伸量,并与理论计算值进行核对,其误差要求在±6%范围内,符合规定要求后,立即锚固,随后即可进行混凝土的浇注.④张拉注意事项:a,千斤顶必须同步顶进,使横梁保持平行移动,预应力筋均匀受力.当千斤顶的行程不能满足力筋伸长量要求时,可利用顶铁和顶块对力筋进行二次加载,即当预应力筋的伸长量达到千斤顶行程的2/3左右时,将顶铁放入移动横梁与固定横梁之间,打开回油阀,使千斤顶回油,然后在千斤顶前端加入一定厚度的钢板做为顶块,继续分级加载拉至控制应力,顶块的厚度以终张拉时千斤顶行程达2/3时为最佳.
b,持荷2min,使预应力筋完成部分徐舒,以减少锚固后的应力损失.c,补足力筋的拉力至控制力,测量,记录预应力筋的延伸量,并核对实测伸长值与理论计算伸长值,其误差在±6%范围内,若不符合规定,找出原因及时处理.d,为减少预应力松驰,可对预应力筋进行超张拉,但超张拉应力不得大于105%σcom.e,及时填写预应力张拉原始记录.D、预应力混凝土配料与浇筑①预应力混凝土配料预应力混凝土配料除符合普通混凝土有关规定外,还必须符合如下要求:a,配制高强度等级的混凝土必须选择级配优良的配合比,采用高效减水剂配制低塑性混凝土,坍落度5~7cm,以减少因徐变和收缩所引起的预应力损失.b,预应力混凝土所用的一切材料,必须全面检查,各项指标均要合格.②预应力混凝土浇筑a,混凝土浇筑前除按操作规程检查外,对先张构件还要检查台座受力,夹具,预应力筋数量,位置及张拉吨位是否符合要求等.混凝土采用拌和站集中拌和,混凝土的灌注采用10T龙门吊和2个容积为1m3的料斗,由梁中部开始向两端分层连续一次性灌注.采用插入式振捣器振捣,作业时注意振捣的时间和顺序,避免过振,漏振和离析,特别是振捣侧面混凝土时,要避免因过振而引起的芯模上浮,同时振捣时避免振捣器与预应力钢绞线直接接触,防止断丝.b,混凝土浇筑除按正常操作规程施工外,还要注意以下事项:先张构件使用振捣捧振捣时避免触及力筋,防止发生受振滑移和断筋伤人事故;浇筑混凝时防止内模上浮和偏位,随时检查定位箍筋和压块固定情况;E、混凝土的养护为缩短混凝土的养护时间,加快模板的周转,本工程中所有先张构件均采用蒸汽养生.采用蒸汽养生要注意以下几点:①开始加热时升温速度不能过快,每小时不得超过15℃.②恒温温度与外界温度之差不得大于40℃,且恒温温度最高不得超过60℃.③当混凝土强度达到设计强度后,即可结束恒温开始降温.降温速度也以每小时15℃为宜,当混凝土表面温度与外界温度之差不超过20℃时,即可结束降温,进行预应力筋的放松.
④在对混凝土进行加热时需注意,蒸汽不能直接喷在混凝土表面,以免混凝土局部受热,造成混凝土局部强度降低.F、预应力筋放张混凝土试件应同梁体同条件养生,当混凝土强度达到100%后即可在台座上放松预应力筋.预应力筋放松采用千斤顶慢速回油法,放松时将回油阀打开,缓慢回油,逐渐放松预应力筋,放松过程与张拉过程相反进行.预应力筋全部放松后,用砂轮机切去多余部分后进行封端混凝土施工.预应力筋的切割顺序,由放张端开始,逐次切向另一端.切割时由有效长度短的力筋开始对称进行.G、 梁板的运输与存放梁板使用运梁龙门吊上平板拖车,由平板拖车运至桥位架设,运输过程中防止扭转和弯折。存放时注意下列事项:①存梁场地要整平,压实且不可积水.②梁片按起吊及安装次序堆放,并有适当通道,防止越堆吊运.③所有梁片标以不易擦掉的记号,并准确记录混凝土浇筑,张拉的时间及日期,同时标注好梁片所用位置.④梁片放置在垫木,吊环向上,标志向外,层与层之间以垫木隔开,各层垫木的位置在吊点处,上,下层垫木必须在同一条竖直线上.⑤梁片存入存梁区后,继续洒水养生.⑥预制梁片与桥面铺装混凝土龄期之差不大于3个月H、混凝土浇注施工要注意下列事项:a,混凝土浇筑前对所有的操作人员进行详细的技术交底,并对模板和钢筋的稳固性及混凝土的拌和,运输,浇筑系统所需的机具设备是否齐全完好进行一次全面检查,符合要求后开始施工.b,浇筑时,下料要均匀,连续,不要集中猛投而产生混凝土的阻塞.分段长度为4m~6m,分层下料厚度不超过30cm,上层混凝土必须在下层混凝土初凝之前覆盖,以保证接缝处混凝土的良好接合.c,施工中随时注意检查模板,钢筋及各种预埋件的位置和稳固情况,发现问题及时解决.
d,浇筑过程中要随时检查混凝土的坍落度和干硬性,严格控制水灰比,不得随意增加用水量,前后台密切配合,以保证混凝土的质量.混凝土的拌和时间不少于2分钟.e,每片梁除留足标准养护试件外,制作随梁同条件养护的试件3组,作为拆模,移梁等工序的强度控制依据.f,梁片顶面进行拉毛,以利与桥面铺装良好结合.g,认真填写混凝土浇筑施工原始记录.h、龙门吊的钢绳应随时检查,龙门吊由专人操作,并经安全培训持证上杠4.空心板吊装方案 空心板的吊装方案很多,具体到这座桥上,就有双导梁、单导梁、扒杆、架桥机、汽车吊等方案。根据设计图纸,发现该桥空心板安装条件具有以下几个特点:(1)桥跨适中,为20米;梁重适中,最大起吊重量为36.1T;(2)桥下净空为6~10米,起重最大高度不超过15米;(3)河床及河中均为砂土,无淤泥,承载力高;(4)河床平缓,施工作业面开阔。 根据以上特点及结合的施工经验,加上工期紧,决定采用汽车吊安装,汽车吊架桥方法简单,几乎不需要任何辅助设备。5、桥面铺装施工A、,施工注意事项:(1)空心板梁与桥铺装混凝土的混凝土龄期施工间隔尽量缩短,以避免两者之间产生过大的收缩差.(2)桥面铺装在全桥宽上同时进行,为保证其与下面的混凝土构件紧密结合,对桥面铺装下面的混凝土进行,并用高压水冲洗干净.(3)混凝土铺装层预留好伸缩缝工作槽,沥青铺装层可不预留伸缩缝工作槽,但在安装伸缩缝前必须先行切割沥青混凝土铺装所占的伸缩缝的位置.B、混凝土铺装层(1)桥面铺装钢筋绑扎前,应进行清扫或用水冲洗,保证混凝土面无杂物及泥土.钢筋要调直,按规定间隔尺寸绑扎.(2)在浇注前对钢筋的焊接,模板等要认真检查合格后经监理工程师签证后,方能进行下道工序的施工.
(3)混凝土在拌合站集中拌合,混凝土车运输,混凝土铺设要根据当时的气候,湿度等情况进行.混凝土铺设要均匀,其高度略高于完成的桥面标高,并用振动器压实以及整平板整平.(4)在修整之前清除表面的自由水,然后进行镘平,收浆,覆盖,养护工作.(5)在沥青混凝土铺装层施工前,视温度情况掌握刷毛时间,刷毛要均匀,厚度约2~3mm,并将其刷毛面清扫干净,覆盖继续养护,在养护期混凝土未达到设计强度前严禁通行.C、防水层铺设时,桥面板的表面要平整,干燥,干净,沿缘石或中间分隔带的边缘要封闭,以免桥面水渗入主体结构内.D、泄水管铺设时要避免堵塞泄水管,泄水管顶面与桥面铺装层底面齐平,下端按图纸施工.E、沥青混凝土铺装层(1)准备路面热拌沥青混凝土面层的摊铺施工.(2)在混凝土铺装层的强度达到设计等级的70%以上时方能进行沥青混凝土层的铺装.(3)桥面沥青混凝土铺装层与路面沥青混凝土施工同时进行.6、桥面系工程梁体架设完毕后,即可进行桥面系施工.施工前按规范将梁体顶面进行凿毛处理.首先吊模并用水泥砂浆将缝填塞密实,待砂浆强度达到要求后,浇筑企口缝细粒混凝土,而后现场绑扎桥面系钢筋,浇筑桥面混凝土.浇筑桥面混凝土时,伸缩缝位置按设计预留施工槽.桥面施工顺序为:先护栏,再施工混凝土防水层和沥青混凝土,待沥青混凝土铺装完后,切割沥青混凝土,再安装伸缩缝。(1)防撞、波形护栏施工模板采用特制钢模板,用4mm冷轧钢板做面板,按5-6米一节进行制做。加固采用拉杆配合紧线器、方木进行。施工前精确放样,放出护栏的准确位置,然后调整、绑扎护栏钢筋,立模板,浇混凝土。浇注混凝土时,要注意适当减小分层厚度,以利于气泡的排出。浇注完成要注意顶面的处理,确保顶面平顺,标高准确。同时注意预埋件位置要精确。
(2)桥面防水混凝层施工混凝土桥面调平层采用振动梁进行施工。在混凝土调平层紧靠护栏位置做20cm宽混凝土标准带,精确控制标高和坡度,作为桥面混凝土铺装施工时振动梁的滑道,同时在桥面中心线位置支模,焊接桥面钢筋网,用垫块控制钢筋网的标高,清理梁板顶面,洒水湿润后即可浇注混凝土。混凝土浇注时注意桥面铺装钢筋网位置准确。桥面混凝土进行二次收浆、拉毛,及时养生以防开裂。(3)伸缩缝安装伸缩缝计划由生产厂家安装。伸缩缝安装采取桥面沥青混凝土铺装层完成后,切割机重新开槽,然后安装的方法。第四章、施工场地布置及施工准备一、施工场地布置原则1、根据地形、线路走向、工程分布,合理布置施工场地,在满足生产的前提下,尽量少占耕地和农田,最大限度地减少生产、生活等临时工程数量,项目部办公、生活房屋租用当地空闲房屋。2、充分考虑环境保护的要求,降低对当地居民的干扰和影响。3、维持原有交通、不封锁交通。4、做到方便、节约运输和装卸的时间和费用。5、注重职工的生活、文化娱乐要求和必要的医疗急救设施。6、注意易燃易爆等危险品的存放。7、保障河道及各个施工区水道的畅通。二、施工场地布置根据工程分布情况,为便于管理、重点突出,对施工场地特作如下规划:工区驻地布置按照就近原则工区四周采用砂砾石堆砌高约1.5m的围堤围护,同时也可以兼作防洪堤用。生活区用砖砌墙围护,墙上设体现公司特色的宣传标语。沿驻地周围建筑物基础坡脚外1m处修筑排水沟,场院地面填筑30~40cm
厚粗粒料。并分别设立不同规模的混凝土工厂、工地试验室、木工车间、钢筋车间、钢结构车间、机电车间,并专门设有物资库等。其具体设置功能如下:1、钢筋加工车间:负责所有钢筋成品、半成品的加工成型。大节段钻孔桩钢筋笼、箱梁钢筋网片,整体墩身(帽)钢筋。2、钢结构加工车间:负责临时结构改造、加工及小型模板等加工。3、材料存放场:按批号、型号及不同规格集中存放主体用料和辅助用料,便于管理、抽检和使用。4、机具、设备存放场:负责进出场机械和日常机械的维修保养,保证施工机械正常运转。6、试验室:负责工地进场材料半成品检查、试验工作,试验和确定混凝土配合比,并全过程监督和检查混凝土生产质量,试验室采用砖砼结构。6、混凝土搅拌站主要提供整个工程所需要的混凝土。7、生产车间、库房以砖墙石棉瓦顶为主,配备一定数量的活动板房。第五章、劳动人员准备工程施工期间劳动力需求主要在中后期,前期的准备工作及钻孔工作,需要的人员相对较少,中后期的钻孔、浇筑墩台、板梁预制、以及后期的桥面铺装需要人员相对较多,因此需要合理调配人员,保证施工需要020406080100120140160180102030405060708090100110120130140150160170180190200210220劳动力计划表515151757575757575155155156156156105105116116116116116116时间人数第六章、施工总进度计划1、工期目标
220日历天1、总进度计划施工工期投标要求:总工期12个月共365天,我项目部计划安排:总工期为220日历天,比要求提前145天。我公司保证按期、保质、保量的完成本标段工程。具体进度计划详见——《施工进度网络图》。第七章、施工总平面布置根据本标段工程特点、分布情况、施工组织机构设置及任务划分等实际情况,通过施工平面图布置,能使工程布局合理、工效提高、降低成本、保证质量、安全生产及为文明生产创造条件,本着满足施工需要、节约资金使用原则,确定临时工程的设置方案,工程项目部驻地尽可能兼顾生产、生活两方面,负责全线材料供应,总料库及加工场地也设在驻地内,相应配备会议室、接待室、办公室、宿舍、食堂、厕所、等生活辅助设施,具体布置详见——《施工总平面图》。
第八章、保证工期的主要技术措施时间是生命,工期是信誉,为了使该项工程按合同工期完成,我们主要采取以下措施:1、迅速组织专业施工队伍,选派精兵强将,技术水平高,具有丰富桥梁施工经验。实行项目经理责任制,对本路段工程行使计划、组织、指挥、协调、监督等基本职能。2、迅速完善、深化施工组织设计,编制切合实际的网络计划,找出工作的关键路线。不断调整网络计划,选择最优方案。在保证质量的前提下,以最小的消耗取得最大的经济效益。3、建立生产周例会制度,检查上一次例会计划执行情况,布置下一次例会前的计划安排,及时处理拖延进度计划的问题,保证计划按时完成。4、强化管理,合理安排施工计划,缩短辅助施工时间,提高时间利用率,设备材料先行到位。5、采用成熟的新技术,通过新技术的推广应用,来缩短可能工序的施工周期,从而缩短施工周期。6、根据工期的特点,施工机械配备数量应合理,确保重点、科学调度,做到进场准时、设备完好、施工有序。7、实行合理的工期目标奖罚制度。组织开展以“
保工期、保优良、增效益、文明施工”为主要内容的劳动竞赛,评优并进行物质和精神奖励。第九章、季节性施工措施一、夏季施工措施1、夏天气温高,在日光下,水泥混凝土表面的温度会更高,因此下级必须合理安排施工时间,争取做到早出工、晚收工、延长午休时间,避开高温。医务室内配备夏季防暑降温药品,以供不时之需。2、夏季的特点是气温高、水分蒸发快、水泥混凝土路面表面容易产生收缩裂缝,因此,应设法防止阳光暴晒,减少水分的蒸发,及时浇筑、及时覆盖和润湿养护。3、水泥混凝土路面避开高温浇捣,尽量利用下午6时至次日上午10时之间完成施工。4、夏季施工时根据炎热程度适时增加拌合含水量,一般较设计增加1%~2%。水泥稳定砾石层碾压施工时,混合料表面如干燥应撒少量水5、准备好足够的覆盖工具,必要时采用遮阳棚,防止阳光直晒。遮阳棚亦可在雨期时施工使用。二、雨期施工措施桥梁不得在雨天施工,当施工中遇雨时,应停止施工。若雨天必须继续进行施工的情况时,可采取必要措施:例如,搭设遮雨棚等。三、夜间施工措施如施工过程中需进行夜间施工,为保证夜间施工安全顺利进行,需采取如下措施:(1)严格控制施工噪声、强光等污染。尽量避免扰民事件的发生。(2)夜间施工配备足够的昭明设备,提供充足的光源。(3)各种交通、安全警示标志设置齐全,并涂刷夜光漆。机械车辆夜间行驶遵守交通规则,做到文明驾驶。(4)夜间施工,安全管理人员和技术人员轮流值班,加强对夜间施工工序的质量、安全控制,避免麻痹大意,减少施工隐患。第十章、质量保证体系1、工程质量目标
提高职工的质量意识,严格按照设计文件、施工规范技术标准进行施工,对每个环节进行质量把关,质量目标为保证合格工程,工程一次验收合格率达到100%。2、工程质量管理措施①加强技术管理。②建立健全的工程质量保证体系。③工程实施前,对参与的工程技术人员、主管及技术负责人进行技术交流和质量交流。提高其责任心和工程质量意识,协力抓好本工程的施工质量,对特殊工序要编制作业指导书。④工程施工过程中,有专人负责测量放样,不得随意换人,贯彻导线控制网点及水准点定期复核制度,对已完工程进行沉降观测,并填写报表。⑤对工程所用原材料及半成品必须有完整的质保书、现场来料试验及复试。3、工程质量承诺①本工程必须达到设计要求的技术标准,若工程质量不合格时,应予返修,直到达标为止,除不可抗拒因素,返修所需人力、财力、工期延误等均由施工单位负责。②本工程保证达到《工程施工质量验收规范》合格标准。第十一章、安全生产保证措施1、施工现场按施工人员的2%~4%配备专职的安全员。2、特殊工种必须经专业培训,并持有专业主管部门签发的合格证方能上岗。3、对易燃易爆的材料,除应妥善保管之外,还应配备足够的消防设备。4、制定安全生产管理制度,进一步落实安全生产责任制,明确各级、各部门、各人安全生产责任。5、建立现场安全检查制度⑴公司每月检查两次⑵项目组每周检查一次⑶施工班组每周检查一次上述检查必须有书面记录。6、夜间施工必须配足照明灯光7、安全生产目标⑴杜绝重大伤亡、设备、火灾等重大事故⑵事故受伤频率控制在0.01%
⑶工地检查达标第十二章、年、季度用款计划安排1、根据工程施工总体进度计划和说明,编制工程年、季度用款计划,并上报监理工程师审批。2、工程项目部落实工程款控制责任制,严肃工作纪律,贯彻项目经理、财务部对工程款具体实施负责。3、合理安排工程款项,确保材料、机械设备到位及时,不影响工程主要工序施工,保证工程工期不受影响。4、加强施工管理,确保工程进度,合理安排工程款,按时上报年度、季度、月度工程计划,以及月报工程量。第十三章、文明施工措施及环境保护1、文明施工责任制本工程实行文明施工责任制,项目经理部经理为本工程的文明施工责任人。2、做到“二通、三无、五必须”二通:施工现场人行道路畅通,施工工地沿线和居民出入方便。三无:无重大管线事故,无重大伤亡事故,施工现场周围道路平整无积水。五必须:施工区域与非施工区域必须严格分割;工地现场必须挂牌,施工管理人员配卡上岗;工地现场施工材料必须堆放整齐;工地生活设施必须清洁文明;工地现场开展以创建文明工地为主要内容的思想工作。3、办公室、宿舍、更衣室内外环境清洁卫生,通风明亮。4、食堂位置与厕所、污水沟距离大于30m,设有脚桶,有卫生措施。炊事人员持证上岗。5、室内外排水通畅,保持清洁。6、做好防腐和饮食卫生工作。7、生活垃圾入箱,保持环境清洁。8、建立和健全文明施工管理网络,加强文明施工的管理、落实和监督。9、办公室设形像进度表,各种生产进度,质量安全的图表及相应的管理网络图。10、尽量减少施工机械噪声危害。
11、保护既有的绿色植被,尽量减少对既有植被的破坏。第十四章、技术管理措施一、技术管理责任制1、建立以羡慕经历领导下的技术负责人负责制制度。2、技术负责人负责贯彻执行技术规范标准和上级的技术决定,制定施工项目的技术管理制度。3、技术负责人直接领导施工人员、技术员及有关职能人员的技术工作。4、及时组织有关人员熟悉图纸,编制单位工程和分项工程的施工组织设计。5、对于重要施工工序,技术负责人必须向施工项目有关人员进行施工技术交底。6、定期审定施工组织措施计划并组织实施。二、技术管理制度1、建立图纸会审制度,及时组织相关人员对设计图纸进行学习,充分领会设计意图,明确技术要求,对设计文件中的差错与问题,积极提出修改意见,避免技术事故或产生经济与质量事故。2、建立技术交底制度,项目技术负责人要接受企业技术主管部门的技术交底,同时项目技术负责人又要在项目内进行层层技术交底,以保证技术责任制落实,技术管理体系正常运行,技术管理工作有效。三、技术管理措施1、在工程施工过程中建立以公司总工程师、公司技术副经理和项目组项目工程师为主的技术管理网络,形成系统的管理体系和质量保证体系。2、进入施工现场后有项目工程师组织有关的技术管理人员熟悉施工图纸,做好施工方案编制、测量放线、设备检查验收等准备工作。3、每一分部、分项工程施工前均应进行施工技术交底。技术交底内容应详尽,设计工程项目概括、主要施工工艺、各项细节的工艺操作流程、注意事项、安全生产、文明施工等内容。4、内容资料由专职资料员进行整理,要求做到真实、有效、齐全。第十五章、新技术的研究与推广应用1、工程施工最重要的是缩短工期,必须采取合理化流水施工工艺。
1、在工地成立以项目工程师为主的课题攻关小组,由专人负责,疑难问题采用小组讨论的形式制定实施方案,具体实施由专项负责人进行操作。2、技术研究中实用、可行后重新进行经济效益分析,确定完全可行后应用于工程,并跟踪研究,对所得数据整理分析,力求改进。3、课题研究的成果在进行总结形成工法后,可在整个项目上推广应用。4、工程结束后,组织专家对课题进行鉴定,以便于更好的课题向社会推广、应用。第十六章、施工降低工程成本的措施1、加强分包工程、外包工程的管理,特别是工程预算与决算的管理,合理安排流水施工管理,缩短工期,减少施工管理费的支出。2、加强质量管理,加强人工技术培训,以提高工效和操作工人的工艺水平,保证工程产品一次成优,减少返工损失。3、材料的控制和充分利用是降低成本,提高利润的重要因素。4、合理调度、使用机械及周转设备材料。5、工程中记住使用新技术、新工艺、新材料、新设备,保证工程质量,提高工效。6、积极开展“合理化建议”活动,使工程中各施工措施更趋于合理、有效、降低施工费用。结语
回顾本次毕业设计,是我大学四年所学知识最好的总结。通过本次的毕业设计学习,我受益匪浅,不仅重温了所学的基础知识和专业知识,而且还学习到了许多新的知识,锻炼了良好的逻辑思维能力、和同学合作的能力以及解决问题的能力,而且还培养了我锲而不舍的求学精神和严谨作风。因为毕设所需。我查询了许多相关资料,更深刻地了解到施工组织设计对于工程施工的重要作用,同时也让我提前感受了施工工作的氛围。参考文献[1]苏寅申,《桥梁施工与组织管理》,人民交通出版社.1999[2]高勇丰.桥梁施工组织设计的编制[J].科技信息,2008,(28)[3]张志宇.浅析施工组织设计的编制[J].郑铁科技通讯,2007,(03).[4]邓学才,《施工组织设计的编制与实施》,中国建材工业出版社,2002版.[5]邵清华.施工组织设计的创新[J].河南水利与南水北调,2008,(05).[6]孙朝晖.桥梁施工组织设计的探讨[J].科技风,2009,(15)[7]阚英霞.论施工组织设计编制方法的改进[J].科技信息(学术研究),2008,(04)[8]陈迎春.项目施工组织的质量保证[J].北华大学学报(自然科学版),2004,(06)[9]王首绪.杨玉胜.周学林.刘伟军.公路施工组织及概预算[M].北京:人民交通出版社,2007:1.[10]薛奇.对网络计划方法应用与发展的几点看法[J].电力建设,2002,23(1A):49-55.[11]廖正环主编,《公路施工与管理》,人民交通出版社.2000.[12]《土木工程项目管理手册》,人民交通出版社.1996.[13]《桥梁施工手册》,人民交通出版社.[14]《公路工程预算定额》,人民交通出版社.[15]ConstructionandBuildingMaterials,Volume25,Issue4,April2011,Pages1753-1761ÁngelesMas,JavierGutiérrez,EnriqueGil,AlbaGil,VicenteGalvañ[16]DesignStudies,Volume15,Issue3,July1994,Pages248-259WalidM.K.Tizani,GwynneDavies,TimothyJ.McCarthy致谢在此毕业设计定稿之际,四年的大学本科生活也即将画上句号。不免感叹光阴易逝、韶华难追。在此,向四年来陪伴我一起走过,给予我帮助和关心的良师益友,致以最为真挚的谢意!
首先,我要特别感谢我的毕业设计指导老师——侯子义教授。在将近半年的毕业设计过程中的每一个阶段,我都得到侯老师的提点和教导,没有侯老师悉心的指导,我不可能顺利的完成毕业设计。从设计资料的搜集直至最后设计修改完成的整个过程中,花费了侯老师很多的宝贵时间和精力,在此向侯老师表示衷心地感谢! 同时,还要感谢大学四年里培养与教育过我的老师,是你们让我学会了专业知识,树立了正确的人生观和价值观,在此一并衷心感谢。并祝愿各位师长身体健康、工作顺利、合家美满、万事如意! 以及一同做毕设的魏雨飞、欧好几位同学的大力帮助与付出,他们的能力与才华让我深表佩服感谢那些与我朝夕相处了四年的同学,是你们帮助我为这四年画上了圆满的句号。核准通过,归档资料。未经允许,请勿外传!9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^G89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz84!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTX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