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1、1/16 封面2/16 作者：PanHongliang 仅供个人学习一、单项选择题(共 20 题，每题1 分，每题的备选项中，只有l 个最符合题意)1 沥青混凝土路面磨耗层常用面层类别()文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:C
2、V7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2
3、P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:C
4、V7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2
5、P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:C
6、V7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2
7、P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P13/16 A 粗粒式B 中粒式C 细粒式D 砂粒式2 某城市道路设有六条机动车道和有分隔带的非机动车道，采用扩大交叉口的办法提高通行能力，该道路属于()A 快速路B 主干路
8、C 次干路D 支路3 各类土经水泥稳定后，强度由高到低依次是()A(砂)石和砂砾一一砂性土一一粉性土和砧性土B(砂)石和砂砾一一粉性土和勃性土一一砂性土C 粉性土和赫性土一一砂性土一一(砂)石和砂砾D 砂性土一一(砂)石和砂砾一一粉性土和勃性土4 关于打入桩施工技术要求的说法，错误的是()A 水泥混凝土桩要达到100%设计强度并具有28d 龄期B 在桩的打入过程中，应始终保持锤、桩帽和桩身在同一轴线上C 打密集群桩，一般是由前排向后排打D 打桩时以控制桩尖设计标高为主5 设置现浇预应力混凝土连续梁支架预拱度时，不考虑的变形是()A 卸架后上部构造本身及活载一半所产生的竖向挠度文档编码:CV7A
9、4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9
10、ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A
11、4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9
12、ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A
13、4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9
14、ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A
15、4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P14/16 B 支架在荷载作用下的弹性压缩和非弹性压缩C 支架基底在荷载作用下的弹性沉陷D 由混凝土收缩及温度变化而引起的挠度6 钢析梁安装时，大面积节点板高强螺栓施拧应采用的顺序为()A 由中央向外B 由外向中央C 由上向下D 由下向上7 相邻的无支护基坑深浅不等时，一般采用()的开挖施工顺序.A 先浅后深B 先深后浅C 同时进行D 交替进行8 与基坑明挖相比，盖挖法施工最显
16、著的优点是()A 施工成本较低B 出土速度快C 围护变形小D 可尽快恢复交通9 下图为隧道正台阶环形开挖法的示意图，施工中应最先开挖()A.a B.b C.c 和 d D.e 10 地铁区间隧道的建筑限界应考虑()文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H
17、7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F
18、5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H
19、7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F
20、5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H
21、7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F
22、5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P15/16 A 设备和管线安装尺寸、厚度B 施工误差C 测量误差D 结构沉降11 沉并并壁最下端做成刀刃状，其主要功用是()A 便于挖土B 节约建筑
23、材料C 减轻自重D 减少下沉阻力12 城市污水一级处理工艺中采用的构筑物是()A 污池消化池B 沉砂池C 二次沉淀池D 污泥浓缩池13 城市排水泵站中溢流并的功能是()A 调节水量B 紧急排放C 作为水泵出水口D 稳定出水并水位14 关于承插式混凝土管道接口安装质量的说法，错误的是()A 接口应平直B 环向间隙应均匀文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T
24、1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文
25、档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T
26、1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文
27、档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T
28、1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文
29、档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P16/16 C 填料密实、饱满D 抹带宽度、
30、厚度合格15 中压 A 燃气管道应采用()A 钢管B 混凝土管C 聚乙烯管D 机械接口铸铁管16 关于零度气温以下热力管道焊接的说法，错误的是()A 应清楚管道上的冰、霜、雪B 焊接时应保证焊缝自由收缩C 应在焊缝完全冷却之前敲打掉焊缝表面焊渣D 应防止焊口的加速冷却17 下列检测垃圾填埋场防渗效果的方法中，错误的是()A 在填埋垃圾之前的填埋场影响区域内打水质观测并B 设两层排水系统时，从提升泵并中抽取水样C 在垃圾填埋区内打水质观测并D 填埋垃圾前后从水质观测并中抽取水样进行比较18 干燥地区园林假山常用的基础材料是()A 桩基C 灰土基B 石基文档编码:CV7A4B7F5I4 HH3T1
31、A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档
32、编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1
33、A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档
34、编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1
35、A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档
36、编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1
37、A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P17/16 D 钢筋混凝土基19 某市政工程的网络计划图如下，其合理的合同工期应是()个月A 6 B 8 C 9 D 10 20 根据市政公用工程注册建造师执业工程规模标准，市政公用工程注册建造师不能承接()A 城市快速路B 城市环路C 绕城高速D 城际高速二、多项选择题21 土路基雨期施工质量控制措施包活(ABCE)A 有计划地集中力量组织快速施工B 分段开挖，切忌全面开花或战线过长C 坚持当夭挖完、
38、填完、压完D 对低洼处等不利地段应安排最后施工E 遇雨要及时检查，发现翻浆要彻底处理22 关于浇筑水泥混凝土路面木模板架设要求的说法，正确的有(ABC)A 木模板应具有一定的刚度，质地坚实B 直线部分板厚不宜小于5 onun C 弯道上的模板宜薄些，以便弯制成型文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A
39、4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9
40、ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A
41、4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9
42、ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A
43、4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9
44、ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P18/16 D 模板底与基层间局部出现间隙用姑土填塞E 模板与混凝土接触面刨光可不涂隔离剂23 关于
45、网喷混凝土加固基坑壁施工的说法，正确的有(ABC)A 气温低于5 摄氏度时，不应进行喷射作业B 喷射作业应分段，分片进行C 喷射作业应自下而上依次进行D 分层喷射时，后一层喷射应在前一层混凝土初凝前进行E 喷射与开挖循环作业时，两者间隔时间不少于2h 24 关于埋设塑料管的沟槽回填技术要求的说法，正确的有(ABD)A 管内径大于800mm，应在管内设竖向支撑B 管道半径以下回填时，应采取防止管道上浮、位移的措施C 回填宜在一昼夜中气温最高时进行D 管基支撑角2a 范围内应用中粗砂回填，不得用沟槽土E 管顶以上05.m 范围内，必须用人工回填，严禁用机械推土回填25 关于冻期桥梁用混凝土配置和拌
46、合的说法，正确的有(BC)A 宜选用较大的水胶比和较大的坍落度B 拌制混凝土应优先采用加热水的方法，水加热温度不宜高于80 摄氏度C 骨料加热温度不得高于60 摄氏度文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4
47、HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M
48、4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4
49、HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M
50、4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4 HH3T1A3N2P9 ZK2H7F9M4P1文档编码:CV7A4B7F5I4