2021年2021年2014电大《高层建筑施工》期末试题及答案.pdf

2014电大高层建筑施工期末试题及答案一、单项选择题(每题 2 分，共 26 分)1 某基坑要求降低地下水位深度不小于5m，土层渗透系数30m d，其井点排水方式宜选用(A)A单层轻型井点 B多层轻型井点 C.电渗井点 D喷射井点 2 机械开挖大型基坑土方，基坑深度4m，开挖机械宜选用(B )。A正铲挖土机 B反铲挖土机 C.抓铲挖土机 D拉铲挖土机 3 地下连续墙的特点中不包括(D )。A.施工振动小 B抗渗性好 C.可用于逆作法施工 D噪声大 4 锚杆的基本类型有(D)A圆柱形、扩大圆柱形、缩小圆柱形 B圆柱形、扩大圆柱形、圆锥形 C.圆柱形、缩小圆柱形、圆锥形D圆柱形、扩大圆柱形、圆锥形扩大5单根锚杆的最大长度不得超过(B)。A20m B30m C40m D50m|精.|品.|可.|编.|辑.|学.|习.|资.|料.*|*|*|*|欢.|迎.|下.|载.第 1 页，共 6 页6沉桩施工中，端承桩的质量控制原则是(C )。A.控制贯人度 B控制桩尖标高 C.以控制贯人度为主，桩尖标高作参考 D以控制桩尖标高为主，控制贯人度作参考7湿作业成孔灌注桩施工中，如果混凝土坍落度太小，可能引起的质量事故是(D )。A桩孔偏斜 B孔壁坍落 C.缩孔 D断桩8按裂缝的深度划分，裂缝可分为(A )。A.贯穿裂缝、深层裂缝和表面裂缝 B微观裂缝和宏观裂缝 C粘着裂缝、水泥面裂缝和骨料裂缝 D以上都不是9下列关于塔式起重机说法不正确的是(C)。A吊臂长，工作幅度大 B吊升速度快 C.吊钩高度小 D起重量大10碗扣式双排脚手架的搭设高度一般不得超过(D)。A30m B40m C50m D60m 11如果(D)，混凝土干硬，泵送阻力大，影响混凝土的可泵性，容易造成泵的堵塞。A水灰比过大 B坍落度过大|精.|品.|可.|编.|辑.|学.|习.|资.|料.*|*|*|*|欢.|迎.|下.|载.第 2 页，共 6 页文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10 C.水灰比过小 D坍落度过小12现浇高层混凝土结构施工中，大直径竖向钢筋的连接一般采用(B )。A电弧弧焊电渣压力焊气压焊 B电渣压力焊气压焊机械连接技术 C.电弧弧焊电渣压力焊机械连接技术 D电弧弧焊气压焊机械连接技术 13高空吊装作业时，当风速超过(D)时，必须停止施工。A5m s B10m s C 12m s D15m s 二、判断正误题(每题 2 分，共 24 分)1 工程上常采用集水坑排水法来防止流砂现象的发生。(X )2 一般来说。砂土的渗透系数愈小，排水性能愈差时，愈不易形成流砂。(X)3 基坑开挖的施工准备工作中应完成基线和水平基点的设置工作。()4 钢板桩的沉桩原则是“重锤低击”。(X )5 地下连续墙按照开挖方法分为：桩柱式、槽板式和组合式三种。(X)6 导墙的作用之一是：作为测量的基准。()|精.|品.|可.|编.|辑.|学.|习.|资.|料.*|*|*|*|欢.|迎.|下.|载.第 3 页，共 6 页文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 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ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10 7 单根土层锚杆长度一般不应超过20m。(X )8 土层锚杆施工中，压力灌浆的目的主要是形成锚固段。(X)9。预制桩施工中，当桩顶不平、桩尖偏心、接桩不正、土中有障碍物时都容易发生桩位偏斜。()10大体积混凝土工程施工时，控制温度的目的就是对混凝土的初始温度(浇筑温度)，度进行人为的控制。(X)11搭设钢管扣件脚手架的立杆时，不同规格的钢管可以混合使用。(X)12螺纹套筒连接技术的缺点之一是自锁性较差。(X)三、问答题(每题 10 分，共 50 分)1 根据工程的不同特点集水坑排水具体有哪几种方法?(1)明沟与集水井排水；(2)分层明沟排水；(3)深层明沟排水；(4)暗沟排水；(5)利用工程设施排水。2 土层锚杆设计应考虑的主要问题?|精.|品.|可.|编.|辑.|学.|习.|资.|料.*|*|*|*|欢.|迎.|下.|载.第 4 页，共 6 页文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10土层锚杆设计要考虑的问题包括：(1)锚杆布置；(2)锚杆承载能力；(3)锚杆的整体稳定性；(4)锚杆尺寸确定等。3 预制桩施工需要作哪些施工准备工作?(1)根据有资料编制打桩方案。(2)清除现场妨碍施工的障碍物。(3)平整场地，周围做好排水沟，修建临时道路。(4)设置防震设施。(5)做好测量控制网、水准基点，按平面放线定位。(6)设置必要临时设施。4 在大体积混凝土施工中，改善约束条件，削减温度应力的措施有哪些?(1)采取分层或分块浇筑大体积混凝土，合理设置施工缝，或在适当的位置设置施工后浇带，以放松约束程度，并减少每次浇筑长度的蓄热量，以防止水化热的积聚，减少温度应力。(2)对大体积混凝土基础与岩石地基，或基础与厚大的混凝土垫层之间设置滑动层，以消除嵌固作用，释放约束应力。(3)采用合理的平面和立面设计。避免截面突变，从而减小约束应力。|精.|品.|可.|编.|辑.|学.|习.|资.|料.*|*|*|*|欢.|迎.|下.|载.第 5 页，共 6 页文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10 5 简述整体拼装法(钢网架)的施工工艺及主要特点?整体拼装法就是先将网架在地面上拼装成整体，然后用起重设备将网架整体提升到设计位置上加以固定，主要特点：不需高大高空支架、高空作业少、但需要较大起重设备、施工复杂。这种方法对球节点钢网架较适合。|精.|品.|可.|编.|辑.|学.|习.|资.|料.*|*|*|*|欢.|迎.|下.|载.第 6 页，共 6 页文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10文档编码:CL8K6G9B9Z9 HT2L3Y1B8J9 ZW3O8L6F3D10