高速公路路基技术交底记录汇编

'技术交底记录200年月日(质保)表42工程名称京福高速泰宁连接线A标分部工程路基工程分项工程名称石方路基开挖交底内容：本工程位于泰宁县城关镇，沿朱溪旁的邵泰公路路线走向，属于改道加宽工程，设计路基宽度17m。主要工程量：挖方354080M3。1、施工流程2、石方爆破开挖施工方案3、爆破施工4、石方开挖6、弃运与利用（详细交底内容附后）技术负责人施工员班组长 石方路基开挖技术交底1、施工流程放样与准备工作→清表→开挖表层土方→炮眼选钻→装药→起爆→开挖→弃运→路床整修2、石方爆破开挖施工方案①对软石和强风化岩石，能用机械直接开挖的均采用机械开挖，对不能采用机械开挖的坚石、次坚石、风化岩石采用爆破法开挖。②石方爆破施工以探孔控制爆破为主，防止石渣飞进农田和农舍，及危及行人和行车安全，控制爆破装药量，未经批准不准采用大药量爆破。靠近坡面采用浅孔爆破，以保证边坡设计坡率及平整度要求，尽量减少超爆，爆破施工方案报请监理工程师批准后方实施。爆破时间宜选择在车流量小的夜间施工，爆破后，立刻组织大型机械清理通道，以保证交通畅通。3、爆破施工根据对本标段地质报告的研读及对路段岩石的初步现场勘察，初步确定以下的爆破施工方案，在各路段石方爆破施工中，还将根据实际的施工情况进行必要的调整。⑴爆破方案选用路基石方采用深孔爆破同浅孔爆破两种方法相结合的爆破方案,深孔爆破主要用于大方量石方爆破，以加快施工进度，路堑边坡采用边坡光面爆破和浅孔普通爆破相结合，以利于保护边坡控制超爆，这样既可加快施工进度又能保证施工质量。深孔爆破适用于石方开挖深度(≥6m)较大的情况，深孔爆破一次爆破方量可达千方以上，能大大加快施工进度。设计深挖路堑中间部分可采用深孔爆破，临近边坡处主要采用大直径深孔光面爆破方式，少量岩石、边坡采用浅孔光面爆破浅孔爆破。（2）石方爆破流程施爆区管线调查→炮位设计与审批→配备专业施爆人员→机械或人工清除施爆区覆盖层和强风化岩石→钻孔→爆破器材检查与试验→炮孔检查与废渣清除→宣布警戒范围→装药并安装引爆器材 →布设安全区和施爆区安全员→炮孔堵塞→撤离施爆区和飞石强地震波影响区内的人、畜等→发布起爆信号→起爆→清除瞎炮→测定爆破效果→解除警戒。（3）爆破作业应由经过专业技术培训并取得爆破证书的专业人员施爆。爆破专业人员名单事先报监理工程师审验。（4）施爆前，规定醒目清晰的爆破信号，并发布通告，及时疏散危险区内的人员，并在危险区周围进行警戒。（5）起爆后，由指定爆破作业人员进入爆破区进行安全检查，确认无拒爆瞎炮现象后，解除警戒。（6）瞎炮处理由原施爆人员参加处理，采取安全措施排除。（7）爆破施工注意事项①严格按照操作规程进行施工，严格管理好爆破器材的使用和保存。②严格根据爆破施工方案进行施工，若有地形地质以及周围环境发生变化，立即汇报现场施工技术员负责人，以便进行调整和处理。③火工品使用严格按照管理规定进行。火工品进入工地现场要放到安全位置，并派专人看管，爆破后剩药及时清点回库。④认真检查电雷管质量，装药、堵塞、接线时严格按照操作规程进行操作，严格控制爆破药量。⑤加强警戒工作，现场设四名专职安全员轮流在各个道路口和岔口放哨，确保爆破安全。⑥工地现场所有电源线路要确保绝缘可靠安全。⑦雷雨天气禁止采用电雷管，严禁打老眼或斜向老孔凿眼。⑧爆破施工必须严格按《爆破安全规程》执行。4、石方开挖⑴石方开挖采用分层分幅进行，清渣刷坡要及时，边坡防护分级施工，爆破后先清理边坡位置，为边坡施工提供工作面。⑵石质挖方边坡应顺直、圆滑、大面平整，边坡不得有松石、危石和挂碴现象，施工中及时放样、检验、控制边坡位置,并制作坡度尺控制边坡的坡率，严格控制以保证不出现超挖及少挖。 ⑶挖方边坡从开挖面往下分级清刷边坡，每下挖2-3m，及时刷坡，对软质岩石边坡采用人工或机械清刷，对坚石和次坚石，使用光面爆破法清刷边坡，同时清除危石、松石和挂碴。⑷由于爆破法开挖引起的边坡松动岩石，须进行清除，超爆开挖后的边坡视边坡防护型式按技术规范和设计要求进行修复。⑸石质路堑路床顶面使用密集小型排炮施工，控制路床超爆超挖，具体施工方案报监理工程师批准后实施。6、弃运与利用⑴本分项内石方都为利用方，利用方使用前需根据不同使用情况组织对石材进行石质试验，以控制石块的利用情况。⑵利用于路堤填筑石块符合填料粒径要求。石方如横向调运或小于50米的纵向调运作填方，用推土机推运；如远距离调运，采用挖掘机和自卸汽车配合进行。对于机械无法装运的大块石料，集中于挖方区进行二次解小爆破。7、路堑路床如由于石方爆破造成超挖，按路基填筑要求采用砂砾和最大粒径不超过10cm的细骨料填筑。 技术交底记录200年月日(质保)表42工程名称京福高速泰宁连接线A标分部工程路基分项工程名称填石路堤交底内容：1、施工流程2、路基填筑施工方法3、准备工作4、填石路堤材料5、填石（详细交底内容附后）技术负责人施工员班组长 填石路堤施工技术交底1、填石路堤施工流程为选运料→边坡码砌→堆料→摊铺→大粒径填料破碎或运弃→补充细料人工局部整平→碾压→质量检测→对不合格路段进行整改→下一层施工。2、路基填筑施工方法⑴路基施工采用“四区段、八流程”工艺组织施工，提高工效保证工程质量。⑵四区段：填筑区、推平区、碾压区、检测区。⑶八流程：测量放样、挖装运输、卸土填筑、摊铺整平、晾晒(洒水)、碾压、自检、报检。3、准备工作⑴施工前，组织对填方路段进行放样定线。⑵对填筑用地范围内的表土、有机物等不良材料进行清理，对坑槽、低洼处回填合格土，并对基底进行填前碾压，直到压实度符合规定要求止。⑶填筑高度小于80cm时，对清理后的路基基底表面翻松至少深30cm，然后整平压实到设计要求。⑷在石质填料装运时，尽量使填料混合均匀，避免大粒经填料集中装运。线路经过自然坡度陡于1：5时须设置台阶，台阶宽度不小于2m，台阶底设2-4%向内倾斜坡度。4、填石路堤材料⑴填石路堤的石料采用石质均匀、不易风化、无裂纹的硬质岩石，石料强度不小于15Mpa；⑵用强风化石料或软质岩石填筑路堤时，按土质路堤施工规定检验其CBR值是否符合要求，CBR值不符合要求的不采用，符合要求则按土质路堤的技术要求施工；⑶强风化岩石及浸水后容易崩解的岩石不宜作路堤浸水部分的填料； ⑷当用一种以上不同性质的岩石填筑路堤时，将不同的石料分层摊铺，不混杂乱填。⑸填石路堤的填料石块最大粒径不超过层厚的2/3。为了控制超径石运入现场，直接于挖方段将超径石运弃于弃土场。5、填石填石路堤采用分段分层填筑，分层碾压施工。按试验路段现场提供的松铺厚度的90%控制，尽量避免大粒径填料集中装运。分段施工长度按现场情况和压路机的压实效率确定，控制在150-200m左右。距路床顶面以下80cm范围填筑符合路床要求，经取样试验可以填筑的土料，分层压实，每层松铺厚度不大于30cm，也不小于10cm，最大粒径小于10cm，填料含水量控制在最佳含水量2％以内。填石路基必须严格控制层厚、粒径、碾压遍数。每层压实厚检查表面轮迹降差，平整度。路基碾压时，直线段由两侧向中间，曲线段由内侧向外测，采用直线进退法碾压。压路机碾压速度每小时2.5km左右。碾压横向接头重叠0.4～0.5m，且为三轮压路机后轮宽1/2，纵向重叠1.0～1.5m。每层填筑宽度比设计路基宽度各加宽0.25m，两个施工作业段交接处按1：1的坡比分层修成台阶进行碾压。碾压时对路基边缘地带采用压路机机身与路线45度夹角方向碾压，保证路基边缘压实度满足设计要求。每层压实后，压实度自检合格，报监理工程师检验，检验合格后方可进行下道工序施工 技术交底记录200年月日(质保)表42工程名称京福高速泰宁连接线A标分部工程路基分项工程名称土方开挖交底内容：1、施工流程2、清表3、土方开挖施工方案4、土方开挖方法5、弃运与利用6、路堑整修（详细交底内容附后）技术负责人施工员班组长 土方开挖施工技术交底1、施工流程：放样与准备工作→清表→开挖→弃运→路床整修2、清表土方开挖前，先对路基用地范围内的垃圾、有机物等进行表土清理，清理出的表面耕植土等路基不适用材料集中运至指定地点堆放，待以后种草时使用。表土清理厚度30cm以上，采用推土机或挖掘机配合人工进行，装载机或挖掘机装车。3、土方开挖施工方案①根据土质、土层厚度和运距情况可选择使用挖掘机、推土机和铲运机开挖。开挖土层厚时，可选用挖掘机、铲运机开挖，土层薄时采用挖掘机或人工开挖，运距较近时可选用推土机和铲运机开挖，运距较远时选用挖掘机开挖，自卸汽车运输。②土方开挖采用纵向挖掘法，单边深挖路堑采用分层横向全宽挖掘法。开挖土层较厚和深挖路堑施工时，采用由上而下进行施工。防止因雨水冲刷或土层较松散时造成边坡坍塌。③土方开挖时，需按图纸要求或从坡口内侧0.5m处自上而下进行开挖作业，不得乱挖或超挖，严禁掏洞取土。4、土方开挖方法①开挖时严格按测量放样结果和设计边坡坡率控制施工，现场设专人指挥，防止超挖，对土质边坡坡面须预留20cm左右，待以后采用人工刷坡以利边坡防护施工,严禁超挖.②开挖施工过程中，当路堑或边坡内出现地下渗水时，需根据渗流的位置及流量大小采取设置临时排水沟、集水井、渗沟(盲沟)等措施，降低地下水位或将地下水排走，并增设水平管孔排除边坡内地下水，确保开挖正常进行，保持边坡稳定和开挖面无积水不泥泞。③在开挖中若出现石方，应及时恢复中桩，测量土石分界线，经监理工程师确定认可后方可继续开挖，如果出现零星石方，应在事前测量石方数量，报经监理工程师批准后，方能继续施工。④开挖中如发现土层性质变化， 要根据实际情况及时修改施工方案及挖方边坡坡率，并报请监理工程师批准。⑤开挖施工过程中，各施工层都需随时保持一定的向外排水坡度或挖掘临时排水沟形成排水通道，保持场地内无积水不泥泞。⑥施工过程中，按设计要求高度设置平台。平台宽度按设计图纸施工，平台表面按设计要求设置横向坡度，纵向坡度与路线纵坡一致。平台上的排水设置与排水系统相连通。⑦开挖后，遇不良暴雨气候，开挖面覆盖防雨材料，防止雨水浸泡，造成坍塌等事故。⑧长大挖方路堑地段开挖,结合边坡防护等施工和保持纵向通道畅通有计划有步骤地进行。5、弃运与利用①根据土质实验情况，对不同土质源土进行分类运输和利用。②对符合填料要求的土运往填方区填筑，不符合填料要求的土运往弃方区。6、路堑整修①路基开挖到路床时，按设计图纸要求对路床面进行整修和压实，使形成具有设计要求坡度的路拱，并在路肩开挖临时排水沟槽，并使之与边沟相连接，保证排水畅通路床无积水、淤泥。②临时排水沟泄水孔可沿边沟砌体预留，泄水孔底标高比路床顶底3-5cm，孔顶比路床顶高5-10cm，并加强临时排水系统的检查、清理、疏通和导流管理工作，保护路基不受水侵蚀。 技术交底记录200年月日(质保)表42工程名称京福高速泰宁连接线A标分部工程路基分项工程名称填土路堤交底内容：1、施工流程2、路基填筑施工方法3、准备工作4、路堤填筑材料5、卸土填筑6、摊铺整平7、碾压8、压实度检测9、路堤临时排水（详细交底内容附后）技术负责人施工员班组长 填土路堤施工技术交底1、填土路堤施工流程：放样与准备工作→清表→基底碾压→挖运卸料→摊铺整平→碾压→检测2、路基填筑施工方法⑴路基施工采用“四区段、八流程”工艺组织施工，提高工效保证工程质量。⑵四区段：填筑区、推平区、碾压区、检测区。⑶八流程：测量放样、挖装运输、卸土填筑、摊铺整平、晾晒(洒水)、碾压、自检、报检。3、准备工作⑴测量放样，确定路堤用地边界和填筑范围，并设置明显标志。⑵普通路堤的填筑应先开挖排水沟，排除地表水。⑶路基用地范围内的垃圾、有机物残渣、建筑物拆卸废料及原地面以下至少20cm内的草皮、农作物的根系和表土等不良材料采用机械配合人工进行清理，对路基范围内存在的局部不良材料报监理工程师批准后，进行清除并换填。清理出的表土堆弃至指定地点，待植草绿化时使用。⑷场地清理完毕后，地基土用压路机进行填前碾压，使其压实度达到设计要求。⑸当填筑区内存在坑穴或低洼处，先对低洼处表土进行清理，并用合格土回填，并使其压实度不低于原地面密实度。⑹半挖半填路堤和填筑段连接部，开挖宽度不小于2m，设置2%-4%向内坡度，确保连接部位工程质量。⑺零填挖路床顶面以下0-30cm范围内的压实度严格按设计要求执行，其压实度不小于93%。⑻路堤填土高度小于80cm时，对于原地表清理与挖除之后的土质基底，表面翻松至少深30cm，然后整平压实到设计要求。⑼软基地段的路基填筑在软基处理完毕，经验收合格后方可进行填筑作业。4、路堤填筑材料 ⑴路堤填筑应选择符合要求的填料，填料应按JTJ051－93《公路土工试验规程》要求检验路基填料的各项指标，不符合规定的填料不得用于路堤填筑。⑵路堤填筑非适用材料①沼泽土、淤泥、冻土、生活垃圾和建筑垃圾。②含有树根和易腐朽质土③土方填料有机物含量不得大于5％的土。④下路堤：液限不得大于50％，塑性指数不得大于26。⑤上路堤：液限不得大于40％，塑性指数不得大于16。⑶当仍需使用第5.(2).④-⑤款达不到指标要求的填料时，采取满足设计要求的改良技术措施，报请监理工程师批准后方可使用。5、卸土填筑⑴每填筑层施工前，先进行施工放样，设立边桩标志，用白灰划框设定明显的填层厚度标线或设路埂控制，派专人在现场指挥汽车卸土，卸土地点分布应大致均匀，严格控制；填筑宽度按路基设计宽度两边各加宽30cm控制，以确保边坡压实度。⑵路堤填筑按路面平行线采用分层分段填筑控制填土标高，摊平后碾压。每层摊铺厚度控制在30cm以内，并按试验路段现场提供的松散厚度的90%控制。每段施工长度根据现场试验段的施工情况和压路机工作效率确定，控制在150-200米左右。⑶当路堤分几个作业段施工时，在两作业段交接处，如不同时间填筑，则先填段按1：1坡度分层填筑，每层碾压到边缘，逐层收坡，待后填段填筑到位时再把交界面挖成1m宽的台阶，分层填筑碾压；当两段作业同时施工时，应交替搭接，搭接长度不小于2m。⑷施工便道与主线衔接处，在便道封闭前将便道施工时填筑的土层彻底清除干净后，严格挖台阶分层碾压密实，不得在便道上直接填土。⑸不同土质的填料分层填筑，每种填料层总厚度不小于50cm。⑹路堤填筑至路床顶面最后一层的压实厚度不小于10cm。6、摊铺整平 路基碾压、摊铺顺序：采用推土机推平，人工精平，振动压路机碾压密实。严格控制土的含水量，不符时，碾压前翻晒合格后碾压。7、碾压路基碾压前应对填土层的松铺厚度、平整度和含水量进行检查，符合要求后方可进行碾压。压实根据试验段现场压实试验提供的松铺的90%厚度和压实遍数进行控制。碾压行驶速度开始宜用慢速，最大速度不宜超过4km/h；碾压在直线段由两边向中间，小半径曲线段由内侧向外侧，纵向进退式进行，横向接头一般错轮1/3轮宽。压实时应达到无漏压，无死角，确保碾压均匀。8、压实度检测⑴压实度按JTJ051－93《公路土工试验规程》重型击实法进行检验，现场检查采用灌砂法或核子密度仪检验压实度。⑵路堤填筑经压实检验合格后方可转入下道工序，不合格处应进行补压后再做检验，直到合格为止。9、路堤临时排水⑴路基填筑施工过程中坡面设置临时泄水槽，临时泄水槽用水泥砂浆或土槽加塑料布铺面，防止雨水冲刷坡面，泄水槽与坡脚外排水系统相连通。⑵路基填筑至路床顶并进行路肩砌体施工时，在砌体每隔10-20m预留一定数量的临时泄水孔，泄水孔底标高比路床顶低3-5cm，孔顶比路床顶高5-10cm，并加强临时排水系统的检查、清理、疏通和导流管理工作。 技术交底记录200年月日(质保)表42工程名称京福高速泰宁连接线A标分部工程路基分项工程名称挡土墙交底内容：1、施工工艺流程2、施工方法及质量控制（详细交底内容附后）技术负责人施工员班组长 一、挡土墙工程施工工艺流程：测量放样→挖基→挡墙基底验收→拌制砂浆、处理片石→基础砌筑立样板、线架→拌制砂浆、处理片石→运砂浆石料→墙身砌筑→勾缝→养护二、施工方法及质量控制1、测量放样：基础的底宽度为基础的尺寸加两侧预留排水或砌筑站人的宽度，划出开挖范围，钉好桩位，在施工场地附近布置控制桩，以便经常核对砌体位置。2、根据测量放样的基坑施工范围和深度进行开挖3、立样板、线架挖基完成后，片石砌筑之前，要根据砌体的形式，做出样板、线架，有关的各部尺寸、变化点的高程要标定在线架与样板上，施工中可经常检查、核对，能较好地控制施工质量。4、拌制砂浆、清洗片石按施工用砂和水泥，以及砂浆设计标号，选出砂浆的配合比。用砂浆拌和机进行拌合，拌合时按分次投料水泥裹砂法工艺施工，即将拌合用量70%的水加入拌合机，同时加放全部的砂，拌合15～20秒后，加入水泥，拌合30～40秒后再加入剩余的水，拌合50～70秒后出罐使用。拌好的砂浆要有较好的和易性和流动性，直观检查时，用手抓一把砂浆，以指缝不流浆，松手后砂浆团不松散为宜。拌合砂浆的同时，要选择、加工片石，片石宜倒在砂垫层或草垫上，对于有泥污和水锈的片石要清洗干净，对于凹凸的片石要粗略凿琢。5、运砂浆、片石①砂浆要随运随用，不宜拌制过多，以免凝结影响砂浆的质量。②砂浆运输时采用斗车、翻斗车进行，困难地段使用砂浆胶桶挑运至砌筑地点，倒入灰槽内。严禁随处乱倒。③ 片石和砂浆的运输是同时进行的，洗刷干净的片石，用斗车、单双轮车或人工抬运至砌筑地点，卸下时轻起轻落，放于跳板或没有污泥的地方，严禁随意乱砸，以免伤人或砸坏已砌好初凝的砌体，尤其由高处向低处运石时，更要注意安全和质量。6、砌筑①基础砌筑施工时，如基底为土基，应夯实后直接坐浆，以挤浆法砌筑使砌石时砂浆饱满，不留有空洞，严禁小块石集中使用，在大块石之间，为了节省砂浆可以用小块石填塞，但要保证片石周围有砂浆包裹，严禁“硬碰硬”，砂浆要仔细捣固密实。②砌石将分层进行，砌体过长时分段砌筑，并按设计预留伸缩缝。两相邻工作段的砌筑高度差小于1.2米，且要挂线施工，所立的样板和线架要稳固。③砌筑时先砌外圈定位行列，然后砌筑里层，里外要犬牙交错连成一体。砌体隐蔽面的砌缝随砌抹平；外露面，镶面将另行勾缝，砌筑时靠外露面预留2cm的缝槽。④外圈定位行列和转角石，选择表面较为平整、尺寸较大的片石，并长短相间与里层石块交接。上下竖缝错开，无通缝，砌缝宽度不大于3.5cm，且石缝均匀一致。⑤石块交错排布，坐实挤紧，尖锐突出部分要敲除。较大的石块放在底层，每层都选取形状尺寸较为近似、吻合的石块。7、勾缝砌体隐蔽面随砌随将缝抹平，而外露面则进行认真勾缝，在砌筑靠外露面预深均2cm的空隙备作勾缝之用。勾缝采用的砂浆不低于砌体砂浆，一般是比砌体砂浆高一个等级。8、养护施工期间，对已完成的砌体要经常洒水，整个砌体完成以后，根据天气情况，定期洒水养护7天，以保证砌体不失水，提高砂浆的强度。9、沿线设施严格按设计图纸要求与施工技术规范规定施工，严把各道工序质量关。 技术交底记录200年月日(质保)表42工程名称京福高速泰宁连接线A标分部工程路基分项工程名称防护及排水工程交底内容：1、施工工艺流程2、施工方法及质量控制（详细交底内容附后）技术负责人施工员班组长 一、防护及排水工程施工工艺流程：测量放样→挖基→基底验收→拌制砂浆、处理片石→基础砌筑立样板、线架→拌制砂浆、处理片石→运砂浆石料→墙身砌筑→勾缝→养护二、施工方法及质量控制1、测量放样：基础的底宽度为基础的尺寸加两侧预留排水或砌筑站人的宽度，划出开挖范围，钉好桩位，在施工场地附近布置控制桩，以便经常核对砌体位置。2、根据测量放样的基坑施工范围和深度进行开挖3、立样板、线架挖基完成后，片石砌筑之前，要根据砌体的形式，做出样板、线架，有关的各部尺寸、变化点的高程要标定在线架与样板上，施工中可经常检查、核对，能较好地控制施工质量。4、拌制砂浆、清洗片石按施工用砂和水泥，以及砂浆设计标号，选出砂浆的配合比。用砂浆拌和机进行拌合，拌合时按分次投料水泥裹砂法工艺施工，即将拌合用量70%的水加入拌合机，同时加放全部的砂，拌合15～20秒后，加入水泥，拌合30～40秒后再加入剩余的水，拌合50～70秒后出罐使用。拌好的砂浆要有较好的和易性和流动性，直观检查时，用手抓一把砂浆，以指缝不流浆，松手后砂浆团不松散为宜。拌合砂浆的同时，要选择、加工片石，片石宜倒在砂垫层或草垫上，对于有泥污和水锈的片石要清洗干净，对于凹凸的片石要粗略凿琢。5、运砂浆、片石①砂浆要随运随用，不宜拌制过多，以免凝结影响砂浆的质量。②砂浆运输时采用斗车、翻斗车进行，困难地段使用砂浆胶桶挑运至砌筑地点，倒入灰槽内。严禁随处乱倒。③ 片石和砂浆的运输是同时进行的，洗刷干净的片石，用斗车、单双轮车或人工抬运至砌筑地点，卸下时轻起轻落，放于跳板或没有污泥的地方，严禁随意乱砸，以免伤人或砸坏已砌好初凝的砌体，尤其由高处向低处运石时，更要注意安全和质量。6、砌筑①基础砌筑施工时，如基底为土基，应夯实后直接坐浆，以挤浆法砌筑使砌石时砂浆饱满，不留有空洞，严禁小块石集中使用，在大块石之间，为了节省砂浆可以用小块石填塞，但要保证片石周围有砂浆包裹，严禁“硬碰硬”，砂浆要仔细捣固密实。②砌石将分层进行，砌体过长时分段砌筑，并按设计预留伸缩缝。两相邻工作段的砌筑高度差小于1.2米，且要挂线施工，所立的样板和线架要稳固。③砌筑时先砌外圈定位行列，然后砌筑里层，里外要犬牙交错连成一体。砌体隐蔽面的砌缝随砌抹平；外露面，镶面将另行勾缝，砌筑时靠外露面预留2cm的缝槽。④外圈定位行列和转角石，选择表面较为平整、尺寸较大的片石，并长短相间与里层石块交接。上下竖缝错开，无通缝，砌缝宽度不大于3.5cm，且石缝均匀一致。⑤石块交错排布，坐实挤紧，尖锐突出部分要敲除。较大的石块放在底层，每层都选取形状尺寸较为近似、吻合的石块。7、勾缝砌体隐蔽面随砌随将缝抹平，而外露面则进行认真勾缝，在砌筑靠外露面预深均2cm的空隙备作勾缝之用。勾缝采用的砂浆不低于砌体砂浆，一般是比砌体砂浆高一个等级。8、养护施工期间，对已完成的砌体要经常洒水，整个砌体完成以后，根据天气情况，定期洒水养护7天，以保证砌体不失水，提高砂浆的强度。9、沿线设施严格按设计图纸要求与施工技术规范规定施工，严把各道工序质量关。内部资料仅供参考9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXp6X4NGpP$vSTT#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*3tnGx2zVkum&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 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