2022年2017年公路水运工程试验检测专业技术人员职业资格考试桥隧工程专业真题含答案 .pdf

《2022年2017年公路水运工程试验检测专业技术人员职业资格考试桥隧工程专业真题含答案 .pdf》由会员分享，可在线阅读，更多相关《2022年2017年公路水运工程试验检测专业技术人员职业资格考试桥隧工程专业真题含答案 .pdf（24页珍藏版）》请在淘文阁 - 分享文档赚钱的网站上搜索。

1、20XX 年公路水运工程试验检测专业技术人员职业资格考试（桥隧工程专业）真题含答案一、单选题:1.桥梁基桩采用钻探取芯法判断桩身完整性，其混凝土芯样特征为:大部分混凝土芯样胶结完好，无松散、夹泥现象，局部混凝土芯样破碎且破碎长度不大于10cm，依据建筑基桩检测技术规范，其桩身完整性应判定为()A I 类桩 B II 类桩 C III 类桩 D IV 类桩正确答案:C，书上 P240 页倒数第一行2.某桥梁钻孔灌注桩的桩长为30m，桩径 600mm，采用锚桩反力法进行承载力检测，基准桩与试桩的距离应()A 2mB 2.4mC 3mD 3.6m正确答案:B，书上 P243 页表 4-39a3 测量

2、大跨径桥梁结构纵向线形，测量断面不宜少于()个A3B5C7D9 正确答案 D 4.实桥上使用电阻应变计测量多点静应力时，最常用的桥路为()。A 1/4 B 半桥C 3/4 桥D 全桥正确答案:B，书上 P292 页中间部分5.JTG D60-2015 将桥梁跨径 5m 的车道荷载集中荷载提高到()。A 180kNB 240kNC270kND360kN正确答案 C，公路工程技术标准 JTG B01-2014“由 180kN 提高到 270kN”6.按公路桥涵养护规范JTG H11-2004.桥梁定期检查周期根据技术状况确定，最长不得超过()年A 一 B 二 C 三 D 四正确答案:C，书上 P2

3、62 页正数第 8 行。7 隧道锚杆杆体长度偏差不得小于设计长度的()。A60%B85%C90%文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9

4、文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:C

5、R8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B

6、6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9

7、HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O

8、1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4

9、ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9D95%正确答案:D，书上 P392 页表 10-2 下面那段话8 隧道

10、开挖时，IIII级围岩两车道及以下跨度的隧道开挖时常用()开挖。A 全断面法B 弧形导坑留核心土法C 台阶法D 双侧壁导正确答案:A，书上 P377 页倒数第 9 行9.桥梁锚具组装件静载锚固性能试验加载以预应力钢绞线抗拉强度标准值分()级等速加载。A5 B10C6D4正确答案:D，书上 P65 页倒数第 7 行10.桥梁异型钢单缝伸缩装臵试验检测项目为()试验。A 拉伸、压缩B 垂直变形C 水平摩阻力D 橡胶密封带防水正确答案:D，书上 P88 页中间部分11.按照公路隧道设计规范(JTG D70-2004)的规定，长度为 1000m 的隧道为()。A 特长隧道文档编码:CR8U10B6Y1

11、R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5

12、K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3

13、G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ1

14、0G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P

15、3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编

16、码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U

17、10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9B 长隧道C 中隧道D 短隧道正确答案 C，书上 P370 页表 8-1 12.在建设项目中，根据签订的合同，具有独立施工条件的工程，如独立大桥、中桥、互通式立交应划分为()。A 分项工程B 分部工

18、程C 单位工程D 子分部工程正确答案:C，书上 P6 表 0-1 13.对经久压实的桥梁地基土，在墩台与基础无异常变位的情况下可适当提高承载能力，最大提高系数不得超过()。A1.15B1.20C1.25D1.35正确答案:C 书上 P348 页正数第 9 行14.当钢筋保护层厚度测试仪的探头位于()时，其指示信号最强。A 钢筋正上方B 与钢筋轴线垂直C 与钢筋轴线平行D 与钢筋轴线平行且位于钢筋正上方。正确答案:D，书上 P160-161 页内容文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ1

19、0G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P

20、3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编

21、码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U

22、10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1

23、R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5

24、K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3

25、G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S915.桥梁用塑料波纹管环刚度试验，应从()根管材上各截取长300mm10mm 试样一段。A 二 B 三 C 五 D 六正确答案:C，书上 P94 页中间部分16.钻芯法中对芯样要求其公称直径不宜小于集料最大粒径的();也可采用小直径芯样试件，但其公称直径不宜小于()且不得小于集料最大粒径的()。A4 倍，80mm，3

26、 倍 B3 倍，70mm，2 倍C3 倍，60mm，2 倍 D3 倍，50mm，2 倍正确答案 B，书上 P145 页倒数第 9 行内容17.回弹法检测混凝土强度时如果为非水平方向且测试面为非混凝土的浇筑侧面时()。A 应先对回弹值进行角度修正再对修正后的值进行浇筑面修正B 应先进行浇筑面修正再对回弹值进行角度修正C 修正顺序不影响检测结果D 对回弹值进行角度修正即可正确答案 A，书上 P134 页倒数第 9 行内容18.对混凝土桥梁主要构件或主要受力部位布设测区检测钢筋锈蚀电位，每一测区的测点数不宜少于()个。A5B10C15D20正确答案 D，书上 P152 页正数第 7 行19.关于定期

27、检查周期，以下说法错误的是()。文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ

28、10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6

29、P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档

30、编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8

31、U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y

32、1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE

33、5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9A 新建桥梁交付使用两年后，进行第一次全面检查B 一般桥梁检查周期最长不得超过三年C 临时桥梁每年检查不少于一次D 经常检查中发现重要部

34、(构)件的缺损明显达到三、四、五类技术状况时，应立即安排一次定期检查。正确答案:A，书上 P262 页正数第 8 行“新建桥梁交付使用一年后，进行第一次全面检查”20.当单座桥梁存在不同结构形式时，可根据结构形式的分部情况划分评定单元，分别对各评定单元进行桥梁技术状况的等级评定，然后取()作为全桥的技术状况等级。A 各单元技术状况等级平均值B 各单元技术状况等级加权平均值C 最差的一个评定单元技术状况等级D 最好的一个评定单元技术状况等级正确答案:C，书上 P266 页正数第一行内容21.并行布臵的两隧道的人工结构连接在一起的隧道，称为()A 分离式隧道 B 小径距隧道C 连拱隧道 D 分叉隧

35、道正确答案:C，书上 P370 页正数第 14 行内容 22.桥梁承载能力检算系数的三个检测指标，表观缺损状况、材质强度和桥梁结构自振频率的权重分别为()A0.4、0.35、0.35B0.4、0.3、0.3C0.3、0.3、0.4文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9

36、 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4

37、O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4

38、 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G

39、5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S

40、9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:

41、CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10

42、B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9D0.3、0.4、0.3正确答案 B，书上 P348 页表 7-2 内容23.公路桥梁荷载试验规程JTG/T J21-2015 规定:新建桥梁静载试验效率宜取()A0.851.05B0.81.0C0.851.0D0.81.05正确答案:A，书上 P308 页中间部分内容24.人车混合同行的隧道中，中间段亮度不得低于()A1.0cd/m2 B1.5cd/m2 C2.0cd/m2 D3.5cd/m2正确答案:C，书上 P522 页表 17-4 下面那句话25.隧道防水混凝土衬砌每()需要做一组抗渗试件。A50mB100mC200mD50

43、0m正确答案:C，书上 P423 页倒数第 10 行26.以下隧道用防水卷材不属于高分子卷材的是()。A 聚乙烯 B 醋酸乙烯共聚物C 石油沥青油毡 D 醋酸乙烯与沥青共聚物正确答案 C，书上 P100 页表 2-17 内容27.以下检测方法不属于隧道内混凝土衬砌厚度检测方法的是()。A 凿芯法文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q

44、3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ

45、10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6

46、P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档

47、编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8

48、U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y

49、1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE

50、5K4O1Q3G4 ZJ10G5X6P3S9文档编码:CR8U10B6Y1R9 HE5K4O1Q3G4 ZJ10G5X6P3S9B 回弹法C 地质雷达法D 激光断面仪法正确答案:B 书上 P409-410 页黑体字内容28.某隧道进行定期检查时，在一段落超车道中部发现较大面积的坑洞，行车道左侧部存在严重积水，该病害已经影响行车安全，那么此隧道路面分项的状况值应评为()类A1 B2C3D4正确答案:C，书上 P557 页表 18-11 内容29.桥梁结构静载试验中，与控制截面内力值相等的试验荷载称()A 集中荷载 B 均布荷载C 等效荷载 D 分级荷载正确答案:C，书上没找到，百度搜到的。30.