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1、土建监督员专业知识考试题库（I）一、单项选择题1.跨度为 6m、混凝土强度为C30 的现浇混凝土板，当混凝土强度至少应达到(C)时方可拆除底模。A.15N/mm2B.21N/mm2C.22.5N/mm2D.30N/mm22.悬挑长度为1.5m、混凝土强度为C30 的现浇阳台板，混凝土强度至少应达到(D)时方可拆除底模。A.15N/mm2B.22.5N/mm2C.21N/mm2D.30N/mm2 3.跨度为 8.1m、强度为 C30 的现浇混凝土梁，当混凝土强度至少应达到(D)时方可拆除底模。A.15N/mm2B.21N/mm2C.22.5N/mm2D.30N/mm24.混凝土的试配强度应比设计
2、的混凝土强度标准值提高(A)。A.1.645 B.1 个等级C.1.55 D.2 个等级5.混凝土应按国家现行标准规定，根据混凝土强度等级、(C)和工作性等要求进行配合比设计。A.刚度B.密实性C.耐久性D.抗渗性6.浇筑混凝土时，为了避免混凝土产生离析，自由倾落高度不应超过(B)。A.1.5m B.2.0m C.2.5m D.3.0m 7.灌注桩的桩顶标高至少要比设计标高高出（A）mm A.500mm B.200mm C.250mm D.300mm 8.泵送混凝土的最小水泥用量为(C)。A.350kg/m3B.320kg/m3C.300kg/m3D.290kg/m39.砼灌注桩每浇注（A）m
3、3 必须有 1 组试件。A.50m3B.100 m3C.500 m3D.200 m310.硅酸盐水泥拌制的混凝土养护时间不得少于(C)。A.14d B.21d C.7d D.28d 11.当钢筋的品种、级别或规格需作变更时，应办理(A)。A.设计变更文件B.施工日志记录C.会议纪要D.征求建设单位同意的文件12.现浇结构表面平整度的尺寸允许偏差(A)。A.8mm B.5mm C.3mm D.5mm 文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5
4、HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1
5、ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档
6、编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A
7、5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P
8、1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4
9、文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J
10、1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q413.钢筋安装时，受力钢筋的品种、级别、规格和数量必须符合(D)。A.规范规定B.监理要求C.建设单位要求D.设计要求14.预应力混凝土是在结构或构件的(B)预先施加压应力而成。A.受压区B.受拉区C.中心线处D.中性轴处15.同一强度等级的同条件养护试件，其留置的数量应根据混凝土工程量和重要性确定，不宜少于10 组，且不应少于（A）组。A.3 B.4 C.5 D.6 16.根据当地多年气象资料统计，当室外平均气温连续5d 稳定低于(C)，混凝土工程必须采用
11、冬期施工技术措施。A.0B.-2 C.5D.10 17.采用负温法进行混凝土结构冬期施工，达到受冻临界强度前，应每隔（A）测量一次混凝土温度。A 2h；B 2-4h；C 4h；D 4-6h 18.冬期浇筑的混凝土，室外最低气温不低于-15，采用综合蓄热法施工时，其受冻临界强度不应小于（B）。A 5Mpa；B 4Mpa；C 设计混凝土强度等级值的30%；D设计混凝土强度等级值的40%19.冬期施工时，混凝土的最小水泥用量不宜低于（B）kg/m3。文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9
12、E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW
13、8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7
14、R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1
15、Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:
16、CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 H
17、M7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 Z
18、O1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4A 260；B 280；C 300；D 320 18 19 有抗震设防要求的框架结构，其纵向受力钢筋的强度应满足设计要求；当设计无具体要求时，对一、二级抗震等级，检验所得的强度实测值应符合下列规定:20.钢筋的抗拉强度实测值与屈服强度实测值的比值不应小于(B)。A 1.1；B 1.25；C 1.3；D 1.4 21.钢筋的屈服强度实测值与强度标准值的比值不应大于(C)。A 1.1；B 1.25；C 1.3；D 1
19、.4 22.纵向受力钢筋的连接方式应(A)。A 符合设计要求；B 根据施工现场设备；C 优先采用机械连接；D 优先采用焊接23.同一构件中相邻纵向受力钢筋的绑扎搭接接头宜相互错开。绑扎搭接接头中钢筋的横向净距不应小于钢筋直径，且不应小于(B)mm。A20；B25；C30；D50 24.HPB235 级钢筋末端应作180 弯钩，其弯弧内直径不应小于钢筋直径的 2.5 倍，弯钩的弯后平直部分长度不应小于钢筋直径的(C)倍。A2；B2.5；C3；D5 25.箍筋末端弯钩的弯折角度对有抗震等要求的结构应为(C)度。A 90；B 120；C 135；D 180 26.钢筋的接头宜设置在(D)。文档编码:
20、CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 H
21、M7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 Z
22、O1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编
23、码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5
24、 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1
25、 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文
26、档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4A 跨中 1/3 范围内；B 支座上；C 箍筋加密区；D 受力较小处27.钢筋绑扎搭接接头连接区段的长度为(C)倍为搭接长度，凡搭接接头中点位于该连接区段长度内的搭接接头均属于同一连接区段。A1.1；B1.25；C1.3；D1.5 28.预应力筋张拉或放张时，混凝土强度应符
27、合设计要求；当设计无具体要求时，不应低于设计的混凝土立方体抗压强度标准值的(A)。A 75%；B85%；C 95%；D 100%。29.对先张法预应力构件，在浇筑混凝土前发生断裂或滑脱预应力筋(C)。A 不超过同一截面预应力筋总根数的3%视为合格；B 每束钢丝不超过一根视为合格；C 必须予以更换；D 按监理工程师意见处理。30.现浇结构层高 5m 垂直度的允许偏差为（B）mm。A 5；B8；C 10；D 层高的 1/1000 31.防水混凝土所用的水泥品种应按设计要求选用，其强度等级不应低于（A）级，不得使用过期或受潮结块水泥；A 32.5 B 42.5 C 52.5 D 62.5 32.防水
28、混凝土连续浇筑每(C)m3 应留置一组抗渗试件（一组为6个抗渗试件）;文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM
29、7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO
30、1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码
31、:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5
32、HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1
33、ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档
34、编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4A 100 B 200 C 500 D 1000 且每项工程不得少于(A)组。A 1 B 2 C 3 D 4 33.地下防水工程采用卷材防水时，两幅卷材短边和长边的搭接宽度均不应小于（A）mm。
35、A 100 B 200 C 300 D 400 34.地下防水工程采用塑料板防水时，塑料板的搭接缝必须采用（A）热风焊接，不得有渗漏。A 热风焊接B 胶接C 绑扎搭接D 焊接35.建筑节能工程的各检验批，一般项目应合格，当采用计数检验时，应有（A）以上的检查点合格，且其余检查点不得有严重缺陷。A 90 B 80 C 85 D 75 36.建筑围护结构施工完成后，应对围护结构的（）和寒冷地区的（）进行现场实体检测。A 外墙节能构造B 外窗气密性C 外窗水密性D 外窗平面内变形37.混凝土浇水养护的时间：对采用硅酸盐水泥、普通硅酸盐水泥或矿渣硅酸盐水泥拌制的混凝土，不得少于(B)。A 3 天；B7
36、 天；C14 天；D 28 天38.现浇结构截面尺寸允许偏差是(C)mm。A 10；B 8；C+8，-5；D+5，-8 39.已安装完毕的装配式结构应在混凝土强度到达(C)后，方可承受文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编
37、码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5
38、 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1
39、 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文
40、档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1
41、A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4
42、P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4全部设计荷载。A10N/mm2；B20N/mm2；C 设计要求；D 设计强度的7
43、5%40.钢结构工程施工质量的验收，采用的计量器具必须是（B）。A新购置的计量器具；B经计量检定、校准合格的计量器具；C经生产厂检定、校准合格的计量器具；D几年前已经计量检定、校准合格的计量器具。41.钢结构工程检验批合格质量标准中的一般项目其检验结果应有多少的检查点（值）符合规范合格质量标准的要求(B)。A.75%及以上B.80%及以上C.90%及以上D.100%42.高强度大六角头螺栓连接副的终拧扭矩检查时间应在（D）。A.终拧完成后即可进行；B.终拧完成后1h 进行；C.终拧完成后48h 内进行；D.终拧完成 1h 后，48h 内进行。43.高强度螺栓终拧扭矩检验所用的扭矩扳手，其扭矩精
44、度误差应不大于（C）。A.1%B.2%C.3%D.5%44.高强度螺栓拧紧的顺序，应从螺栓群的（B）。A.四周开始，向中部扩展，逐个拧紧；B.中部开始，向四周扩展，逐个拧紧；C.一侧开始，向另一侧扩展，逐个拧紧；文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1
45、ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档
46、编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A
47、5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P
48、1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4
49、文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J
50、1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4文档编码:CW8E2V1J1A5 HM7R10E8P4P1 ZO1Y9E5S7Q4D.从上部开始，向下部扩展，逐个拧紧。45.在钢构件