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1、2015 年四川省混凝土工：机械拌制考试试卷一、单项选择题（共25 题，每题 2 分，每题的备选项中，只有1 个事最符合题意）1、下列行为中属于内部行政行为的是：A某行政机关对其公务员的违法违纪行为进行行政处分B某行政机关向本机关的公务员收购旧图书C某区教育局向市规划局申请在某区域盖房D某公安机关对某市政府公务员的赌博行为给予处罚2、冬期施工加热水的方法 _。A用锅子烧水B用蒸汽加热水C用电极加热水D用电炉加热水3、常用的太阳能养护方法有_等几种。A棚(罩)式B窑式C覆盖式D蒸汽式E自然式4、混凝土流动性降低的原因可以是_。A拌制时间长B温度升高C水泥浆数量加D水灰比增大E骨料体积增大5、钢筋
2、混凝土烟囱每浇筑 _高的混凝土，应取试块一组，进行强度复核。A2m B2.5m C3m D3.5m 6、钢材的弹性模量约为混凝土的68 倍；抗拉强度约为混凝土的_倍。A数千B百余C数十D数7、柱子浇筑到顶端时，为防止柱上部出现较厚的砂浆层，可在柱顶砂浆层中加入一定数量的（），然后再振捣。A水泥B石子C砂D水8、振捣棒在操作要领中要求紧插慢拔，其原因是为了（）。A省力B防止分层和产生砂浆窝C保证振捣时间要求D出浆快9、有主次梁和楼板，施工缝应留在次梁跨度中间_ A固定铰支座B可动支座C固定支座D刚性支座10、后张法中，预应力结构模板 _结构构件建立；有孔道灌浆的在灌浆强度不低于 C1 下列哪种说
3、法是不正确的A侧模应在预应力张拉前拆除，底模应在结构构件建立预应力后拆除B侧模应在预应力张拉后拆除，底模应在结构构件建立预应力后拆除C侧模和底模均应在结构构件建立预应力后拆除D侧模和底模均应在结构构件建立预应力前拆除11、插入式振捣器操作时，应做到_。A快插快拔B慢插慢拔C快插慢拔D慢插快拔12、影响硅酸盐水泥技术性质的因素一般包括_。A石膏掺量B水泥细度C温度和湿度D养护时间E调凝外加剂的影响13、挡土墙所承受的土的侧压力是_。A均布荷载B非均布荷载C集中荷载D静集中荷载14、混凝土浇筑前应做哪些准备工作_。A检查模板与脚手架B技术交底C清理杂物D检查轴线与标高15、雨期施工的特点有 _。A
4、突然性B突击性C持续性D复杂性16、刚性防水屋面要求使用 _水泥，其标号不低于425 号。A火山灰文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X
5、9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:
6、CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A
7、10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4
8、 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2
9、A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C1
10、0 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9B矿渣C普通硅酸盐D高铝17、普通混凝土的强度等级是以具有95%保证率
11、的 _d 的立方体抗压强度代表值来确定的。A3、7、28 B3、28 C7、28 D28 18、烟囱、水塔、水池的施工缝，可每隔_m 留一道。A23 B1.52.0 C34 D45 19、楼梯混凝土在浇筑过程中，其施工缝的位置应在楼梯长度_范围内。A支座处 1/3 B中间处 1/3 C转角处D任意处20、滑模混凝土出现水平裂缝或被拉裂的原因是模板没有倾斜度或产生反倾斜度，纠正垂直偏差过急，模板与混凝土的_。A摩阻力大B滑动速度快C滑动慢D摩阻力小21、混凝土的抗拉强度大约是其抗压强度的_倍。A0.1 B0.5 C1 D2 22、商品混凝土或泵送混凝土的拌合物要求有较大的流动性或可塑性，并具有较
12、好的黏聚性和保水性，一般可用_解决。A增加用水量B掺减水剂C提高水灰比D增加砂率23、混凝土自落高度超过 _的，应用串筒或溜槽下料，进行分段、分层均匀连续施工，分层厚度为250300mm。A1.5m B20m C30m D40m 24、预应力混凝土的“同张法”，一般是利用 _水泥配制混凝土。A普通硅酸盐水泥文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR
13、6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B
14、6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 Z
15、B5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2
16、Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档
17、编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4
18、Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B
19、2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9B膨胀水泥C矿渣水泥D抗渗水泥25、水泥体积安定性即指水泥浆在硬化时_的性质。A产生高密实度B体积变化均匀C不变形D体积不变二、多项选择题（共25 题，每题 2 分，每题的备选项中，有2 个或 2 个以上符合题意，至少有 1 个错项。错选，本题不得分；少选，所选的每个选项得0.5 分）1、混凝土冬期施工要求（）。A正温浇筑，正温养护B正温浇筑，负温养护C负温浇筑，正温养护D负温浇筑，负温养护2、对于 _的烟囱应埋设水准点，进行沉降观测。A所有B高度大于 3
20、0m C高度大于 90m D高度大于 70m 3、在浇筑预应力混凝土之前，应进行预应力隐蔽工程验收，其内容包括_ A预应力筋的品种、规格、数量、位置等。B预应力锚具和连接器的品种、规格、数量、位置等。C预留孔道的规格、数量、位置、形状及灌浆孔、排气兼泌水管等。D锚固区局部加强构造等。4、结构混凝土的强度等级必须符合设计要求。用于检查结构构件混凝土强度的试件，应在混凝土的浇筑地点随机抽取。取样与试件留置应符合_规定。A每拌制 100盘且不超过 100m3 的同配合比的混凝土，取样不得少于一次。B每工作班拌制的同一配合比的混凝土不足100 盘时，取样不得少于一次。C当一次连续浇筑超过1000m3，
21、同以配合比的混凝土每200m3 取样不得少于一次。D每一楼层，同一配合比的混凝土，取样不得少于一次。5、浇筑楼板混凝土的虚铺高度，可高于楼板设计厚度_。A12cm B23cm C34cm D45cm 6、水灰比是影响 _的主要因素。A和易性B强度C抗渗性D抗冻性7、硫酸钠是一种 _。文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 Z
22、B5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2
23、Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档
24、编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4
25、Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B
26、2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR
27、6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B
28、6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9A减水剂B早强剂C引气剂D缓凝剂8、建筑工程用混凝土配合比设计，其所用砂石骨料的含水状态为_状态。A全干B气干C饱和面干D湿润9、用统计方法评定混凝土强度有哪几种方案_。A强度保证率为85%B标准差已知C标准差未知D强度保证率为95%10、工程上配制普通混凝土所用的砂子应为（）。A粗砂B中砂C细砂D特细砂11、与素混凝土梁相比，钢筋混凝土梁承载能力_。A相同B提高许多C有所提高D降低12、混凝土强度试验的方法应符合普通混凝土力学性能试验方法的规定。每组三个试件应在同一盘混凝土中取
29、样制作，其强度代表值取 _作为该组试件的强度代表值。A三个试件强度的最大值B三个试件强度的最小值C三个试件强度的算术平均值D三个试件强度的加权平均值13、商品混凝土搅拌站，依搅拌站的规模，搅拌机的型式、台数和容量大小而异，分别为 _。A大规模搅拌站130m3/h B大规模搅拌站120m3/h C中等规模的 60120m3/h D小规模的 50m3/h E小规模的 60m3/h 14、现浇钢筋混凝土独立基础、柱的轴线位置允许偏差依次是_ A15mm B10mm C8mm D5mm 15、下列（）水泥需水量大，干缩大，抗冻性差，抗渗性好。文档编码:CK4Q2A10B2F4 HR6I2A1B6C10
30、 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2
31、C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9
32、文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:C
33、K4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A1
34、0B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4
35、HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A
36、1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9A矿渣B火山灰C粉煤灰D硅酸盐16、C10和 C10 以下的混凝土受冻临界强度不得低于_。A5MPa B10MPa C15MPa D20MPa 17、工业建筑按用途可分为 _。A生产类、辅助类、动力类、仓储类B生产类、动力类C生
37、产类、辅助类、动力类D生产类、动力类、辅助类18、建筑工程检验批可根据施工及质量控制和专业验收需要按_等进行划分。A楼层B施工缝C变形缝D材料19、下列 _属于活性混合材料。A磨细石英砂B石灰石粉C烧粘土D煤矸石20、耐碱混凝土宜选用 _水泥。A硅酸盐B火山灰C粉煤灰D矿渣21、为确保冬期施工的质量，有关部门规定了严格的技术措施。在选择具体的施工方法时，必须遵循哪些原则_。A确保工程质量B经济合理，使增加的措施费用最少C所需的热源及技术措施材料有可靠的来源，并使消耗的能源最少D工期能满足规定要求22、现浇混凝土试块的标准立方体为_mm3。A250250250 B100100100 C20020
38、0200 D150150150 23、采用自然养护，须在浇筑完成后_以内进行覆盖养护。A12h B10h C11h 文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 Z
39、B5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2
40、Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档
41、编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4
42、Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B
43、2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR
44、6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9D8h 24、有垫层时钢筋距基础底面不小于_ A25
45、mm B30mm C35mm D15mm 25、防射线重晶石混凝土容易引起骨料的离析和粉化，因此要避免_搅拌时间。A延长B减少C二次搅拌的D人工的文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4
46、 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2
47、A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C1
48、0 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B
49、2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X
50、9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码:CK4Q2A10B2F4 HR6I2A1B6C10 ZB5B2C2Q8X9文档编码: