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2007公路监理工程师考试《道路与桥梁》模拟试题及答案 [复制链接]

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  • 2006-01-21
奉献勋章爱心志愿者论坛元老
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发表于 2008-12-22 08:40 |只看楼主
一、单项选择题（每小题1分，共10分）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
1、使用矿粉作填料的沥青路面是（     ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、沥青表面处治  B、沥青贯入式   C、沥青稳定土   D、沥青混凝土ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
2、水泥混凝土路面采用滑模施工时要求最大水灰比不超过（     ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、0.42     B、0.44     C、0.46     D、0.48ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
3、路基土方开挖不论工程量多少和开挖深度大小，均应（     ）进行。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、自上而下       B、自下而上      C、上下同时     D、上下均可ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
4、石油沥青的针入度值越大，沥青材料的粘滞性（     ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、越好     B、越差     C、不变     D、无关ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
5、柔性路面施工时初期碾压应采用（     ）压路机。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、重型     B、中型     C、轻型     D、振动ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
6、重力式挡土墙若向外移动，墙身承受的主动土压力（     ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、不变     B、增大     C、减小     D、增大或减小ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
7、下列关于桥梁受力特性的说法正确的是（      ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、简支梁桥在日照温差作用下将产生附加内力。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、斜拉桥主梁属于压弯结构。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、考虑连拱作用对拱圈是偏于危险的。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
8、大跨桥梁设计的阶段划分为（     ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、初步设计、结构设计、施工设计ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、初步设计、技术设计、施工图设计ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、方案设计、结构设计、施工设计ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
9、桥梁通航水位是指（     ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
  A、通航要求的最低水位ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、最佳行船水位ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、最高停航水位ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、各航道行政主管部门规定的允许通航水位ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
10、后张预应力筋的预应力损失包含（     ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、4项ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、5项ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、6项ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、7项ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
二、多项选择题（各小题的备选答案中只有2~4个是正确的，不选、少选、多选均不计分，每小题1分，共40分）。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
1、确定路基土的回弹模量的方法有（     ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、工程类比法ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、现场实测法ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、室内试验法ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、换算法ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
E、查表法ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
2、增加挡土墙抗滑稳定性的措施有（     ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、展宽墙趾ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、采用倾斜基底ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、采用扩大基础ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、采用凸榫基础ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
E、采用人工基础ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
3、次高级路面的面层类型有（     ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、沥青贯入碎石ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、路拌沥青碎（砾）石ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、沥青表面处治ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、沥青混凝土ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
E、半整齐石块ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
4、满足路面强度和稳定性要求的路面结构层次有（        ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、垫层ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、基层ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、面层ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、磨耗层ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
E、保护层ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
5、适宜作路肩挡土墙的墙型有（        ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、重力式挡土墙ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、衡重式挡土墙ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、加筋土挡土墙ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、锚杆挡土墙ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
E、锚碇板挡土墙ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
6、路基工程的地下排设施主要有（        ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、排水沟ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、倒虹沟ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、暗沟ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、渗沟ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
E、渗井ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
7、对路面基层材料的主要要求是（        ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、足够的强度和刚度ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、良好的水稳定性ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、尽可能少的扬尘ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、足够的抗滑性ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
E、适当的抗磨耗能力ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
8、无机结合料稳定类基层主要有（        ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、石灰稳定土基层ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、水泥稳定土基层ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、沥青稳定土基层ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、工业废渣稳定土基层ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
E、粒料稳定土基层ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
9、用重型击实法求得的路堤填料最大干密度为2.28g/cm3，下面为93区路堤各测点的工地实测干密度，压实合格的测点有（        ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、2.07g/cm3           B、2.09 g/cm3           C、2.11 g/cm3ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、2.13 g/cm3           E、2.15 g/cm3ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
10、水泥混凝土路面板横向缩缝的构造形式有（        ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、原边型           B、假缝型        C、传力杆型ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、边缘钢筋型       E、粒料稳定土基层ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
11、路面结构组合设计应遵循的一般原则是（        ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、路面等级和面层类型ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、满足各结构层承受行车荷载的要求ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、充分利用当地筑路材料ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、考虑结构层自身的结构特征ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
E、克服不利水温状况对路面的影响ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
12、测定路面材料强度和模量的方法有（        ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、剪切试验ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、压缩试验ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、劈裂试验ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、弯拉试验ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
E、磨耗试验ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
13、浮化沥青碎石混合料路面宜用于（        ）的沥青面层ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、高速公路ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、一级公路ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、二级公路ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、三级公路ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
E、四级公路ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
14、路堤施工中，错误的填筑方法有（        ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、路堤下层填强透水性土，上层填弱透水性土ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、路堤两侧填强透水性土，中部填弱透水性土ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、路堤两侧及顶部填弱透水性土，其他部分填强秀水性土ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、弱透水性土和强透水性土混合填筑ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
E、路堤顶部及两侧上部填弱透水性土，其他部分填强透水性土ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
15、具有排水功能的软基处治措施有（        ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
  A、砂垫层ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、砂井ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、袋装砂井ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、塑料插板ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
E、抛石挤淤ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
16、采用纵挖法施工的路垫，可以根据路垫的长度和深度大小选择（      ）进行开挖。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
  A、分层纵挖法ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、分段纵挖法ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、分条纵挖法ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、通道纵挖法ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
E、全宽纵挖法ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
17、确定路基高度应考虑的因素是（        ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
  A、公路的设计洪水位ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、填筑路基的材料性质ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、路基土的最小填土高度ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、与公路的纵断面线型协调ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
E、有利于路基土石方施工作业ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
18、规定各类路面结构层的最小厚度是为了（        ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
  A、节省路面材料ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、确保形成稳定的结构层ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、方便施工操作ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、有利于承受和扩散行车荷载ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
E、使各结构层之间连接紧密ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
19、路基填方压实施工中容易发生“漏压”的部位是（        ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
  A、填挖交界处ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、路基两侧边沿ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、靠近桥涵及各种构造物处ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、填方范围内的施工通道ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
E、换填基底部分ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
20、可以采用冷拌冷铺法施工的沥青路面有（        ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
  A、沥青表面处治ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、沥青贯入式ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、乳化沥青碎石混合料ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、中粒式沥青混凝土ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
E、细粒式沥青混凝土ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
21、路基边坡的坡面防护类型有（        ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
  A、植物防护ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、矿料防护ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、石笼防护ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、砌石防护ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
E、抛石防护ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
22、填筑沿河浸水路堤较适合的填料有（        ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
  A、砂砾石土ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、亚砂土ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、亚粘土ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、碎（砾）石土ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
E、粉性土ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
23、对用于路面施工的颗粒材料有级配要求的路面结构层有（       ）  ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、填隙碎石ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、泥结碎石ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、沥青贯入式ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、沥青混凝土ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
E、水泥混凝土ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
24、计算沥青路面的设计弯沉应考虑的因素有（       ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
  A、累计当量轴次ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、公路技术考级ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、面层类型ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、基层类型ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
E、垫层类型ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
25、适用于钢筋砼拱桥施工的方法包括（       ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
  A、预制吊装ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、支架施工ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、顶推ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、劲性骨架法ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
26、自重内力计算必经考虑施工（形式）过程的有（       ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、简支梁桥ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、悬臂施工连续梁ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、缆索吊装施工的拱桥ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、劲性骨架施工拱桥ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
E、钢管砼拱桥ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
27、现行桥规规定硬度为550~600的氯丁橡胶支座适用的温度范围错误的为ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
（       ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
  A、不高于30℃ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、－10℃－40℃ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、0℃－50℃ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、不低于－25℃ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
    28、箱梁的主要优点有（       ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、截面抗扭刚度大ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、适应具有正负弯矩的结构ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、受弯时截面均匀受力（压、拉）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、适用于悬臂、顶推施工ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
29、下述关于桥台说法正确的是（       ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、组合桥台自身承受桥跨结构传来的竖向力、水平力以及台后土压力ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、重力式桥台主要靠自重来平衡台后土压力ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、轻型桥台利用自身结构抗弯能力来减小圬工体积而使桥台轻型化ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、承拉桥台应具有承压和承拉的功能ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
30、现行桥规规定（       ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、预应力钢丝束、钢绞线曲率半径不小于5米ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、预应力钢丝束、钢绞线曲率半径不小于4米ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、d>25mm的预应力钢筋曲率半径不少于20米ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、d>25mm的预应力钢筋曲率半径不少于15米ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
31、现行桥规规定的荷截组合有6种，下列表述正确的是（       ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、组合I是基本可变荷载（平板挂车或履带车除外）的一种或几种与结构自重的组合。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、组合II是基本可变荷载（平板挂车或履带车除外）的一种或几种与荷载的一种或几种与其他可变荷载的一种或几种组合。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、组合III是平板挂车或履带车与结构重力、预应力、土的重力及土侧压力中的一种或几种组合。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、组合VI是车辆荷哉、结构重力、预应力等与地震力的组合。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
32、预应筋锚具、夹具和连接器进场主要验收项目有（       ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、外观ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、硬度ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、静载锚固性能试验ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、单位强度重量ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
33、连续刚构桥中跨实际合扰温度与设计合拢温度不符时通常采取的措施为（       ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、等待ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、实际温度高于设计温度时，采用顶开式强迫合拢ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、实际温度低于设计温度时，采用拉拢式强迫合拢ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、要求设计单位改变合拢温度ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
34、悬索桥主缆基准索架设主要考虑的因素有（       ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、猫道自重影响ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、温度变化ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、跨径变化ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、基准索与索鞍，索鞍与索塔的相对固定性ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
35、对模板的基本要求是（       ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、强度ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、刚度ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、稳定ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、轻型ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
36、桥梁施工测量经常性检查内容为（       ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、高程、平面控制基点桩、桥涵中心桩ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、墩、台基底标高ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、桩志总图ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、补充的水准点ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
37、砼材料质量控制项目有（       ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、水泥ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、细集料ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、粗骨料ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、外加剂ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
38、在柔性桥墩的一联中，关于水平制动力分配方式表述错误的是（      ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、平均分配ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、根据各墩高及其材料与断面不同分配ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、按各墩的抗推刚度分配ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、完全由刚性墩台承担ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
39、下列关于桥梁技术术语表述错误的是（       ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、桥梁全长等于各孔径之和ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、拱的标准跨径就是两墩中线之距ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、简支梁桥计算跨径是两支承线之间的水平距离ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、悬索桥主缆垂度就是主缆中线（跨中）至加劲梁、顶面（跨中）的距离ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
40、砼盖板涵检查项目有（       ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
A、强度ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
B、轴线ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
C、顶面高程ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
D、灌水试验ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
E、流水面高程ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
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发表于 2008-12-22 08:41 |只看楼主

回复：2007公路监理工程师考试《道路与桥梁》模拟试题及答案

三、判断题（每小题1分，共10分）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
1、公路建筑限界的空间范围内不得有任何非公路设施的部件侵入（   ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
2、沥青路面的设计弯沉值是指路面在使用期末不利季节，路面不得超过的回弹弯沉值（     ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
3、路基土的稠度是划分路基干、湿类型的指标（    ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
4、软化点低的石油沥青适宜严寒地区修筑沥青路面（    ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
5、粗颗粒含量较多的土是填筑路堤的良好材料（     ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
6、钢筋混凝土路面板中的钢筋主要用来承受行车荷载应力（     ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
7、摩擦钻孔桩和柱桩均需清孔（    ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
8、路径25米，桥宽12米的装配式T梁桥采用杠杆原理法计算活载跨中横向分配系数（    ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
9、拱的施工加载程序设计的目的是为了加快施工进度（    ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
10、日照温差在梁的高度方向呈现出非线性温差分布，在日照温差作用下简支梁内不产生温度自应力，而连续梁内不仅产生温度自应力，而且产生温度次应力（    ）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
四、简答题（每小题4分，共20分）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
1、路基宽度由哪几部分组成？ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
2、二灰土基层的组成材料有哪些？ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
3、层铺法施工单层式沥青表面处治的基本工序有哪些？ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
4、简述桥梁施工组织设计要点？ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
5、砼连续桥梁设计计算的主要内容有哪些？ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
五、综合分析题（第小题10分，共20分）ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
1、为保证路基的强度和稳定性，一般应采用哪些措施？ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
2、拱桥施工方法综述。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
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回复: 2007公路监理工程师考试《道路与桥梁》模拟试题及答案

参考答案ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿

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ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
1、基本组成部分是路面宽度和路肩宽度。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
高等级公路还包括分隔带、路缘带、变速车道、爬坡车道等的宽度。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
2、有3种材料：石灰、粉煤灰、土。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
3、有5道工序：清理基层、洒布沥青、铺撒矿料、碾压、初期养护。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
4、①编制说明ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
   ②工程特点分析ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
③施工方案选择及施工设计ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
④施工进度安排ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
⑤工、料、机、资金计划ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
⑥场地布置，组织安排ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
⑦质量保证体系ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
⑧环保、安全等ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
5、①根据施工顺序进行的自重（一期）内力计算ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
   ②二期恒载内力计算ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
③施工阶段主梁配筋及强度验算ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
④使用阶段主梁配筋及强度验算ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
⑤结构抗剪计算及验算ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
⑥结构刚度计算及验算ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
⑦基底、墩台应力、内力计算与验算ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
⑧必要的稳定性分析、动力分析和抗震计算ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
五、综合分析题ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
1、应深入调查研究、细致分析自然因素的影响，采取以下措施：ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
①合理选择路基横断面形式，正确确定边坡坡度。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
②选择良好的填筑材料，采取正确的施工方法。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
③充分压实路堤，保证足够的压实度。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
④认真设计和施工地面与地下排水设施。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
⑤足够的路基高度，力求干燥状态。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
⑥设置隔离层或隔温层，保持良好水温状况。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
⑦做好边坡防护与加固及支挡结构物。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
2、①石拱桥、砼拱桥采用支架砌筑、浇筑。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
②钢筋砼拱可在支架上浇筑或组拼。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
③为节省拱架、上、下部同时施工，预制吊装是常用方法。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
④结合桥址地形，采用转体施工具有节省支架、简化工序等优点。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
⑤对大跨径钢筋砼拱桥，劲性骨架法、悬臂施工法是有效的方法。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
⑥钢管砼拱通常采用缆索吊装钢管拱，然后灌注砼。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
⑦桁架拱通常采用预制拼装。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
⑧刚架桥可采用有支架，少支架，无支架施工。ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
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松桦恋1
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czbshl

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奉献勋章宣传大使勋章忠诚勋章论坛元老
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t T
发表于 2009-01-02 13:30 |只看该用户

回复：2007公路监理工程师考试《道路与桥梁》模拟试题及答案

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lidexing
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发表于 2009-02-13 00:46 |只看该用户

回复：2007公路监理工程师考试《道路与桥梁》模拟试题及答案

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mlyybb
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发表于 2009-08-23 10:52 |只看该用户

不错，又是免费的，顶！ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
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九阳真经
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t T
发表于 2009-09-01 11:40 |只看该用户

谢谢！顶！！！！ç¬ÖzZ÷ŽHÝbbs.3c3t.comFLf¼ø—¥;¿
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