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1、vip 会员免费建筑工程定额与预算试题一、单项选择题(每小题 1 分，共 20分)1.(B )是衡量工人劳动生产率的主要尺度。A.施工定额 B.劳动定额 C.定额水平 D.施工定额水平2.材料原价是指生产或供应单位的材料(A )。A.销售价格 B.市场价格 C.信息价格 D.预算价格3.概算定额中，内墙抹灰按内墙面积，两面抹灰乘以系数(D )。A.1.64 B.1.71 C.1.85 D.1.98 4.给水工程中的取水工程、输水工程等，属于(B)。A.单位工程 B.单项工程 C.分部工程 D.分项工程5.零星借工是指建设单位向施工单位借用工人，由(C)负责管理的零星用工。A.施工单位 B.监理
2、单位 C.建设单位 D.设计单位6.层高在(B )以内的设备管道层、贮藏室不计算建筑面积。A.1.1m B.2.2m C.3.0m D.2.5m 7.有柱的雨蓬、车棚、货棚等，按(C )计算建筑面积。A.顶盖水平投影面积 B.顶盖水平投影面积的一半 C.柱外围水平面积 D.柱外围水平面积的一半8.单层建筑物按如下规定计算建筑面积(B )。A.层高超过 2.2m，按一层计算建筑面积 B.不论其高度如何，均按一层计算建筑面积 C.层高 69m，按 1.5倍计算 D.层高 9m 以上，按 1.5倍计算建筑面积9.平整场地工程量按建筑物外墙外边线每边各加(C )以平方米计算。A.1m B.1.5m C
3、.2m D.3m 10.一砖半厚的标准砖墙，计算工程量时，墙厚取值为(C )mm。A.370 B.360 C.365 D.355 11.内墙工程量应按(D )计算。A.外边线 B.中心线 C.内边线 D.净长线12.某砖混工程，有四根边角构造柱，断面尺寸为240240mm.柱高 12m，其工vip 会员免费程量为(D )m3。A.2.76 B.3.11 C.3.50 D.3.46 13.综合脚手架定额未综合(C )。A.内外墙砌筑脚手架 B.抹灰脚手架 C.高度在 3.6米以上的抹灰脚手架 D.斜道和上料平台14.砖烟囱、水塔计算工程量时，对孔洞的处理是(C )。A.0.3m2以上扣除 B.0
4、.3m2以下扣除 C.全扣除 D.全不扣除15.(A )按梁板体积之和计算工程量。A.有梁板 B.无梁板 C.现浇平板 D.井字板16.装饰工程的满堂脚手架工程量计算中，基本层高度范围是(D )。A.2.23.0m B.3.03.3m C.3.3 3.6m D.3.65.2m 17.普通钢门窗安装，按(C )计算工程量。A.门窗框外围尺寸 B.门窗框中心线尺寸 C.设计门窗洞口面积 D.门窗框净尺寸18.外墙抹灰工程量按外墙面积乘系数(B )计算。A.1.13 B.1.11 C.1.15 D.1.20 19.顶棚抹灰面积(B )。A.按主墙轴线间面积计算 B.按主墙间的净面积计算 C.扣除柱所
5、占的面积 D.按主墙外围面积计算20.木窗做外深灰、内奶黄色调合漆，定额按(A )套用。A.三遍子目 B.二遍子目 C.内三遍、外二遍子目分别 D.外三遍、内二遍子目分别二、判断题(判断下列各小题，正确的在题后括号内打“”，错的打“”。每小题 2 分，共 20 分)1.定额是在合理的劳动组织和使用材料、机械的条件下，完成单位合格产品所消耗的平均资源数量标准。()2.人工幅度差是指在劳动定额中未包括，而在一般正常施工情况下又不可避免文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文
6、档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2
7、I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G
8、2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G
9、8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5
10、P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M
11、5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H
12、1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8vip 会员免费发生的一些零星用工因素。()3.多层建筑 6 层以内和单层建筑檐高20m 以内的垂直运输已综合在建筑工程概念定额内。()4.不同步距的分部工程单价是概预算最基本的计价单位。()5.施工附加费、施工包干费均属于其他直接费。()6.技术措施费是指在特殊条件和特殊环境中施工所采取的技术措施费。()7.室内外附墙烟道按房屋自然层计算建筑面积。()8.挖湿土采用人工降低地下水位时，干湿土划分界限以实际降低的水位为准()9
13、.附属于柱的牛腿应并入柱身体积内计算。()10.综合概算书是由各专业的单项工程概算书所组成。()三、简答题(每小题 6分，共 18分)1.建筑工程定额的概念?建设工程定额是指在正常的施工条件和合理劳动组织、合理使用材料及机械的条件下，完成单位合格产品所必须消耗资源的数量标准，其中的资源主要包括在建设生产过程中所投入的人工、机械、材料和资金等生产要素。2.什么是施工图预算？其构成要素有哪些？施工图预算是确定工程造价的经济性文件，即在施工图设计完成后，工程开工前，根据已批准的施工图纸，预算出房屋建成需要花多少钱的特殊计价方法。其构成要素主要包括：工程量、工料机的消耗量、直接费用和工程费用。3.施工
14、图预算的作用有那些？1.施工图预算是设计阶段控制工程造价的重要环节，是控制施工图设计不突破设计概算的重要措施。2.施工图预算是编制或调整固定资产投资计划的依据。3.对于实行施工招标的工程不属清单规范规定执行范围的，可用施工图预算作为编制标底的依据，此时它是承包企业投标报价的基础。4.对于不宜实行招标而采用施工图预算加调整价结算的工程，施工图预算可作为确定合同价款的基础或作为审查施工企业提出的施工图预算的依据。文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5
15、P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M
16、5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H
17、1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1
18、C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A
19、5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N1
20、0H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1
21、X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8vip 会员免费四、计算题(共 42 分)1.某工程有 50 根 40cm*40cm 预制钢筋混凝土方壮，桩顶距离自然地面2m，计算送桩的工程量。（10分）送桩工程量：2.某单层建筑物外墙轴线如下图所示，墙厚为240mm，轴线坐中标注，计算平整场地的工程量。（10分）3.某住宅有单扇镶板门45 樘，尺寸为 900mm2700mm，面刷底漆一遍，调和油两遍，试计算单扇镶板门的工程量和木门油漆的工程量。（10分）4.某工程人工开挖沟槽，槽深4.5m，长
22、 52m，槽底宽度为 1.8m，每边还需增加文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1
23、Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码
24、:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4
25、HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 Z
26、L1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档
27、编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I
28、4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8vip 会员免费0.2m 的工作面，地下水位位于槽底以下，土为三类土，边坡坡度为1:0.33，试计算人工挖土的工程量。（12）文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:C
29、L1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO
30、5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1
31、Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码
32、:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4
33、HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 Z
34、L1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8文档编码:CL1X1C5P2I4 HO5H6A5M5G2 ZL1Z8N10H1G8