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2022年上半年江苏省混凝土工：施工前的准备工作考试试卷.pdf

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1、2015 年上半年江苏省混凝土工：施工前的准备工作考试试卷一、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、既是承重结构又是围护结构的构件是_。A墙B柱C屋顶D门窗2、建筑物按使用性质可分为_。A工业建筑B农业建筑C民用建筑D居住建筑3、树脂混凝土中的液态树脂与硬化剂、促进剂的比例要求严格，很小的称量误差也会给 _带来大幅度的变动。A坍落度B硬化速度与力学性质C防水性能D耐酸性能4、影响混凝土和易性的最主要因素为_。A单位体积用水量B砂率的影响C水泥细度D集料特性5、硅酸盐水泥的适用范围是_。A受海水侵蚀的工程B耐高温的工程C早期强度要求高的工程D大体积混凝

2、土工程6、混凝土结构建筑完成后，达到一定强度，方可拆除。模板的拆除日期取决于_。A混凝土的强度B模板的用途C结构的性质D混凝土硬化时的气温7、建筑物的耐久年限等级为三级时，其耐久年限为_年。A50100 B80100 C2550 D1525 8、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9、覆盖浇水养护时，当外界气温低于_时，不允许浇水。A5B0C10D610、水玻璃用量过少则混凝土和易性差，但用量过多则耐酸、抗水性差，通常用量_。A200300kg/m2 B100200kg/m2 C250350kg/m2 D250300kg/m2 11、大体积基

3、础的浇筑一般有_三种方法浇筑。A全面分层法B分段分层C斜面分层D跃层12、为了保证建筑物的安全和必需的使用年限，基础应具有足够的_ A强度B耐久性C刚度D稳定性13、细石混凝土防水层表面平整度的允许偏差为_ A1mm B2mm C5mm D3mm 14、简支梁桥梁体中的受力钢筋适合布置在梁体的_ A上部B下部C中部D按计算确定15、硅酸盐水泥矿物熟料成分中，水化速度快、水化物强度高并且发展快的是（）。AC3S BC2S CC3A DC4AF 16、凡是遇到特殊情况采取措施。间歇时间超过_应按施工缝处理。A1h 文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档

4、编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1

5、A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档

6、编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1

7、A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档

8、编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1

9、A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档

10、编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2B2h C3h D4h 17、掺引气剂长使混凝土抗压强度有所降低，普通混凝土强度大约降低_ A5%10%B5%8%C8%10%D15%18、What can we know about the Democrats,according to the author AThey want to help secure the retirement program.BThey refuse to admit that the Social Secu

11、rity program has been successful.CThey are making efforts to solve the crisis of the Social Security program.DThey organize polls in order to gain political interests.19、混凝土夏季施工时，可加的外加剂是_。A减水剂B缓凝剂C早强剂D引气剂20、雨篷和阳台均属 _构件。A承重B围护C附属D分隔21、混凝土产生质量问题通常有三大主要原因为_。A原材料质量问题B配合比问题C施工工艺问题D脚手架问题22、混凝土冬季施工时，可加的外加剂

12、是_。A速凝剂B早强剂C引气剂D减水剂23、雨期施工中主要应做好（）A防雨、防风、防雷、防电、防汛B防火、防寒、防毒、防滑、防爆C防雨、防风、防雷、防毒、防滑D防电、防汛、防火、防寒、防毒24、混凝土中的水泥浆，在混凝土硬化前和硬化后起_作用。A胶结B润滑和填充C润滑和填充与胶结D填充25、试拌混凝土时，当流动性偏低时，可采用提高_的办法调整。文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV

13、9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O

14、8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV

15、9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O

16、8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV

17、9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O

18、8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2A加水量B水泥

19、用量C水泥浆量(W/C 保持不变)D砂石用量二、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、混凝土浇筑完毕至升温前，在室温下先放置一段时间，这主要是为了增强混凝土对 _结构破坏作用的抵抗能力。A升温阶段B降温阶段C升温和降温阶段D恒温阶段2、泵送混凝土的布料方法在浇筑竖向结构混凝土时，布料设备的出口离模板内侧面不应小于 _ A20mm B30mm C40mm D50mm 3、普通混凝土的抗压强度测定，若采用边长为 100mm的立方体试件，则试验结果应乘以 _。A0.90 B0.

20、95 C1.05 D2.00 4、在浇筑混凝土时，要求做到_。A防止离析B正确留置施工缝C分层浇筑D连续浇筑5、冬期混凝土施工宜选用的水泥是_。A矿渣水泥B硅酸盐水泥C火山灰水泥D任何水泥均可6、_m 以上的高空作业，无安全设施的必须系好安全带，扣好保险钩。A1 B2 C2.5 D4 7、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变形缝文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6

21、Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8

22、R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6

23、Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8

24、R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6

25、Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8

26、R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6

27、Y3V5R4H2D材料8、流砂现象是动水压力GD 很大，特别容易在 _等土质中产生。A细砂、粉砂、轻亚黏土B黏土C精砂层D砾石层9、定位轴线端部的圆圈应用_线绘制。A细实线B粗实线C细虚线D点划线10、混凝土配合比设计的主要参数是_。A水灰比B单位用水泥用量C单位用水量D砂率11、关于钢筋混凝土墙体的工程量计算规则中正确的是_。A按图示中心线长度乘以墙高及厚度以立方米计算B扣除门窗洞口及0.5 以外孔洞的体积C墙垛及突出部分并入墙体体积内计算。D扣除门窗洞口及0.3 以外孔洞的体积。12、浇筑泵送混凝土时，为了方便施工，提高工效，缩短浇筑时间，保证浇筑质量，应当确定合理的浇筑次序，如_，并加以

28、严格执行。A当采用输送管输送混凝土时，应由远而近浇筑，可使布料、拆管和移动布料设备等不会影响先浇筑混凝土的质量。B同一区域的混凝土，应按先竖向结构后水平结构的顺序，分层连续浇筑。C当不允许留施工缝时，区域之间、上下层之间的混凝土浇筑间歇时间，不得超过混凝土初凝时间。D当下层混凝土初凝后，浇筑上层混凝土时，应先按留施工缝的规定处理。13、造成水泥体积安定性不良的因素有_。A游离氧化钙B游离氧化镁C过量石膏D水泥的细度14、在每一个施工层中，应该先浇筑的构件是（）。A柱B梁C墙DA 和 C 15、C10和 C10 以下的混凝土受冻临界强度不得低于_。A5MPa B10MPa C15MPa D20M

29、Pa 文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2

30、HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R

31、4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2

32、HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R

33、4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2

34、HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R

35、4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H216、急性腹痛发病 1 周后，对胰腺炎较有诊断价值的检查为A白细胞计数及分类B血清淀粉酶C空腹血糖D血清脂肪酶E尿淀粉酶17、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 18、商品混凝土生产中采用计算机控制，能自动控制、打印记录，_。A能自动减水加砂，随时改变配合比和级配B能自动减水，但不能自动加砂

36、C能自动加砂但不能自动减水D能自动减水加砂，但不能改变配合比和级配19、喷膜养护的养护方法一般适用于_。A表面积大的混凝土施工地区B缺水地区C表面积小的混凝土施工地区D水源充足地区E任何地区20、水泥颗粒越细，水泥的 _。A水化速度越慢B早期强度高C硬化收缩小D粉磨时能耗小，成本低21、当室外气温连续 5 天低于 _时就要按冬期施工方法进行施工和管理。A-5B0C5D1022、混凝土中含气量每增加1%，会使其强度损失 _。A1%B2%C4%D5%23、基础内受力钢筋直径不小于_，间距不大于 _。A8mm，1000mm B10mm，100mm C8mm，200mm D10mm，20mm 24、若

37、砂子的筛分曲线落在规定的三个级配区中的任一个区中，则_。A颗粒级配与粗细程度都是合格的文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2

38、HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R

39、4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2

40、HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R

41、4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2

42、HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R

43、4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2B颗粒级配合格，但细度模数不合格C它只说明颗粒级配合格，看不出细度模数是否合适D颗粒级配与粗细程度都是不合格的25、现浇混凝土结构的外观质量缺陷，主要有_。A露筋B孔洞C疏松D裂缝文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV

44、9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O

45、8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV

46、9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O

47、8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV

48、9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O

49、8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2文档编码:CV9U1R8R1J2 HY8R1A1U6O8 ZZ6Y3V5R4H2

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关键词：: 2022 上半年江苏省混凝土施工准备工作考试试卷

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本文标题：2022年上半年江苏省混凝土工：施工前的准备工作考试试卷.pdf
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