2022年二级建造师考试题目及答案2022年度建筑工程(主项)考试.pdf

《2022年二级建造师考试题目及答案2022年度建筑工程(主项)考试.pdf》由会员分享，可在线阅读，更多相关《2022年二级建造师考试题目及答案2022年度建筑工程(主项)考试.pdf（11页珍藏版）》请在淘文阁 - 分享文档赚钱的网站上搜索。

1、2011-2013年度建筑工程（主项）考试考试人员：100/考试总时长：120 分钟一、单选题(本大题共 20 小题，每小题 3 分，共 60 分)1、从混凝土结构设计规范（GB50010-2010）中可以看到高强材料的推广应用。新规范适当提高了混凝土最低强度等级以及各类结构的适用强度等级，取消HPB235 级钢筋，优先使用（C）pa 级钢筋 本题得 3 分A、300pa B、500pa C、400pa D、335pa 显示答案2、绿色施工是一个系统工程，包括施工组织设计、施工准备、施工运行、设备维修和竣工后施工现场的（B）等。本题得 3 分A、清理B、生态复原C、保护D、恢复显示答案3、为了

2、保证土石方开挖和地下室施工处于无水环境状态，常需要通过降低地下水位或配以设置止水帷幕，使地下水位降到基坑以下（D）m。本题得 3 分A、0.5 B、1.5 C、1.0 D、0.51.0 显示答案4、高层/超高层现浇混凝土施工应着重解决（A）。本题得3 分A、模板，钢筋，混凝土三方面的技术问题B、钢筋连接技术，高强度钢材的推广使用及钢筋的工业化技术C、混凝土强度和施工性能的提升，超高泵送技术和大体积混凝土技术D、模板技术的多样化，节约化，环保化和模板的提升技术显示答案5、混凝土的高强高性能化已成为混凝土技术的重要发展方向，我国目前在国内工程应用成功的高强高性能混凝土达到的最高强度等级为（D）。本

3、题得3 分A、C100 B、C80 C、C110 D、C120 显示答案6、深基坑工程施工期间要加强位移监测，根据变形值判定是否采取措施，消除影响，避免进一步变形发生危险。在墙顶水平位移监测点文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T

4、7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6

5、X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T

6、3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O

7、2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6

8、F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K

9、5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7旁布设围护结构的沉降监测点，一般布点要求间隔（A）m 布设一个监测点，利

10、用高程检测的方法对围护结构墙顶进行沉降监测。本题得 3 分A、1520 B、510 C、1525 D、1015 显示答案7、在高层/超高层建筑中，下列结构体系多用于钢结构的是（C）。本题得 3 分A、筒中筒体系B、框架剪力墙体系C、框架支撑体系D、框架筒体体系显示答案8、膜结构施工，主要包括膜的制作、连接与安装等技术要求，下列哪个说法不正确（D）本题得 3 分A、膜的连接包括膜节点、膜边界、膜角点、膜脊和膜谷B、膜的制作应在专业化环境中制作，包括裁剪和拼装，拼装方式包括缝制、熔合、粘合等C、膜安装一般包括膜体展开、连接固定和张拉成型三部分D、缝合节点和焊接节点一般现场制作文档编码:CR9G6F

11、6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5

12、T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8

13、O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G

14、6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9

15、K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8

16、V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR

17、9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7显示答案9、高层/超高层钢结构施工应着重解决（C）本题得 3 分A、厚钢板焊接技术B、高强度螺栓连接问题C、钢构件加工、安装、连接的技术问题D、钢构件加工深化设计技术显示答案10、在施工现场沉降影响范围之外，布设（A）基准点为该工程临近建筑物沉降监测基准点。本题得3 分A、3 个B、2

18、 个C、1 个D、5 个显示答案11、耐火钢是指其常温力学性能、焊接性能与现有普通钢一致，且要求在高温下（6000C）13h 内，其屈服强度不低于常温的（B）的钢材。本题得3 分A、1/2 B、2/3 C、1/3 D、1.0 显示答案文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT

19、4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF1

20、0G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码

21、:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1

22、HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 Z

23、F10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档

24、编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T712、工程基坑开挖采用井点回灌

25、技术的主要目的是（D）。本题得3 分A、减少排水设施、降低施工成本B、避免坑底出现管涌C、避免坑底土体回弹D、防止降水井点对井点周围建（构）筑物、地下管线的影响显示答案13、减震控制主动控制技术是指（D）。本题得 3 分A、在建筑物底部增设橡胶支座，吸收和耗损地震能量，阻止或减轻地震能量向上部结构传递B、在结构的某个部位安装特定参数的装置，阻隔地震波向上部结构传播C、以抗为主的抗震设计方法D、结构受地震激励时，对输入激励和结构响应进行实时监测和反馈，通过自动控制系统，瞬间改变结构的刚度、阻尼或质量，或施加控制力以减弱结构的地震反应显示答案14、传统的抗震方法是依靠主体结构本身的（D）来消耗地震

26、能量，而隔震、消能减震和各种结构震动控制技术，为人们展现了一条新的抗震途径。本题得 3 分A、弹性状态B、刚度文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T

27、7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6

28、X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T

29、3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O

30、2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6

31、F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K

32、5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7C、强度D、非弹性状态显示答案15、橡胶隔震技术是一种工程抗震新技术，基本原理是通过增设橡胶支座，使整个建筑的（B）得以延长，减轻上部结构的地震反应。本题

33、得 3 分A、自振频率B、自振周期C、地震反应D、抗震时限显示答案16、高强钢筋可广泛用于非抗震和抗震设防地区的民用与工业建筑及一般构筑物，可用作钢筋混凝土结构构件的纵向受力钢筋和预应力混凝土构件的非预应力钢筋以及用作箍筋和构造钢筋等，相应梁板墙的混凝土强度等级不宜低于（B）。本题得 3 分A、C30 B、C25 C、C20 D、35 显示答案17、组合结构施工技术进展主要体现在（A）本题得 3 分A、钢骨混凝土、钢管混凝土技术应用方面文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2

34、T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F

35、6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5

36、T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8

37、O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G

38、6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9

39、K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8

40、V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7B、钢管混凝土关键是要解决钢管内混凝土密实问题C、钢管混凝土技术关键是要保证梁柱节点的有效连接D、钢骨混凝土技术关键是合理解决梁、柱节点区钢筋穿筋问题显示答案18、网壳结构特有的安装方法不包括（C）本题得0 分A、悬臂安装法B、整体顶升法C、逆作法D、可折叠体系、柱面网壳“折叠展开式”整体提升参考答案：逆作法试题解析：显示显示答案19、下列基坑支护结构类型中施工设备简单、成本较低，噪声小，并且无大量弃土处理，抗渗性好的是

41、（B）。本题得 3 分A、水泥土重力式维护墙B、型钢水泥土复合搅拌桩围护墙C、土钉墙D、地下连续墙显示答案20、以下不属于大跨空间建筑结构施工技术的是（A）。本题得 3 分A、钢管混凝土施工技术文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2

42、T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F

43、6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5

44、T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8

45、O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G

46、6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9

47、K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7B、膜结构施工技术C、网架与网壳结构施工技术D、悬索结构施工技术显示答

48、案二、多选题(本大题共 10 小题，每小题 4 分，共 40 分)1、以下大跨度结构体系中,能够基本实现在支座处自平衡的是（BCD）本题得 4 分A、单层网壳体系B、弦支穹顶体系C、索穹顶体系D、张弦梁体系显示答案2、钢管内混凝土浇筑可采用的方法有：（BCD）。本题得 4 分A、高位抛落振捣法B、泵送顶升浇筑法C、高位抛落无振捣法D、立式手工浇捣法E、自密实法显示答案3、采用油缸和架体的爬模装置由（ABCD）组成 本题得4 分A、模板系统B、电气控制系统文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 Z

49、F10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档

50、编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E1 HT4Q9K5T3R7 ZF10G8V8O2T7文档编码:CR9G6F6X1E