08年注册造价工程师建设工程技术与计量（土建）50题 [复制链接]

11、通常情况下，用于金属网顶棚底层抹灰的砂浆为（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．混合砂浆IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．聚合物水泥砂浆IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．麻刀石灰浆IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．普通水泥砂浆IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
12、下列属于流水施工时间参数的是（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．施工过程数IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．施工段数IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．流水节拍IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．流水步距IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
E．技术间歇和组织间歇IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
13、砌筑砂浆的配合比，每m3砂浆的干松状态下净砂计算按（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．0.86m3 IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．0.93m3 IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．1.00m3 IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．1.03m3IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
14、下列玻璃中，不属于安全玻璃的是（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．钢化玻璃IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．夹丝玻璃IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．中空玻璃IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．夹层玻璃IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
E．玻璃空心砖IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
15、后张法预应力钢筋混凝土梁长6m，留设直线孔道，选用低合金钢筋作预应力筋，一端采斥螺杆锚具，另一端采用墩头插片，则预应力钢筋单根长度为（　　）m。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．5.65IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．6.00IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．6.15IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．6.30IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
16、桥面铺装即行车道铺装，不适用的铺装材料有（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．防水混凝土IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．沥青混凝土IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．水泥混凝土IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．干硬性混凝土IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
17、某工作有两项紧前工作A．B其持续时间为3天，4天，最早开始时间为5天、6天则本工作的最早开始时间为（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．5天IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．6天IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．8天IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．10天IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
18、某项工作C有两项紧前工作A．B，其持续时间分别为3天、4天，其最早开始时间相应为第5天和第6天，C工作的最迟开始时间为第10天，则C工作的总时差为（　　）天。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．10IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．8IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．7IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．0IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
19、涵洞构造中能直接影响涵洞的渲泄能力和保证洞身安全的部分是（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．附属工程IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．基础IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．人工水道IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．洞口建筑IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
20、推土机的经济运距和最佳运距分别是（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．100m以内和30～60mIÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．80m以内和50～70mIÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．120m以内和40～60mIÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．90m以内和30～60mIÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð

21、现浇钢筋混凝土地下连续墙的主要特点是（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．施工速度快，技术要求高IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．墙面垂直度及平整度好IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．深基础开挖土方量少IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．钢筋与混凝土粘结力强IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
22、下列关于铝酸盐的说法中正确的是（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．可用于配制不定型耐火材料IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．适用于大体积混凝土工程IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．用于工期紧急的工程，如国防、道路和特殊抢修工程等IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．与耐火粗细集料可制成耐高温的耐热混凝土IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
E．可用于与碱溶液接触的工程IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
23、地下连续墙自成泥浆护壁法施工的主要工艺过程为（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．修筑导墙、深槽挖掘、安放钢筋笼、混凝土浇注IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．泥浆护壁、安放钢筋笼、混凝土浇注IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．修筑导墙、泥浆护壁、深槽挖掘、安放钢筋笼、混凝土浇注IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．泥浆护壁、修筑导墙、深槽挖掘、安放钢筋笼、混凝土浇注IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
24、梁式桥可分为（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．简支梁式桥IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．拱式桥IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．连续梁式桥IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．悬臂梁式桥IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
E．刚架桥IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
25、建筑物的门厅、大厅按一层计算建筑面积。门厅、大厅内设有回廊时，应按其结构底板水平面积计算。层高在（　　）m及以上者应计算全面积；层高不足（　　）m者应计算（　　）面积。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．2.20；1.20～2.20；1／2IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．2.20；2.20；1／2IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．2.20；2.20；1／4IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．2.10；2.10；1／2IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
26、关于建筑面积说法错误的是（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．是指建筑物的水平平面面积IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．外墙勒脚以上各层水平投影面积的总和IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．就是指使用面积IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．是确定各项技术经济指标的基础IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
27、湿砂3000 g，干燥后质量是2857g，湿砂含水率为（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．0.5％IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．5％IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．4.7％IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．4.8％IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
28、桥梁下部的组成部分是（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．桥墩、桥台、墩台基础IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．桥墩、桥台、基础、排水系统IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．桥墩、桥台、排水系统IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．桥墩、桥台IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
29、工程量按长度以米为计量单位计算的是（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．窗台板装饰工程IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．空花格、栏杆刷乳胶漆IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．顶棚灯带装饰IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．现浇水磨石台阶面IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
30、地下连续墙的作用是（　　）IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．挡土IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．固壁IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．防渗IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．承重IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
E．挡水IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð

31、路基施工常用的方法是（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．机械化施工和爆破方法IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．路堤填筑和路堑开挖IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．路基压实和路基整平IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．纵向全宽掘进和横向通道掘进IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
32、下列叙述正确的是（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．材料孔隙率越大，吸水率越大IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．材料软化系数越大，耐水性越好IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．材料含水率越低，强度就越低IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．材料渗透系数越大，抗渗性能越好IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
33、已知某固体材料的表观密度为1400kg／m3，密度为1600 kg／m3，则其孔隙率为（　　）％。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．14.3IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．14.5IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．87.5IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．12.5IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
34、砌块的主要品种有（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．蒸压加气混凝土块IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．粉煤灰砌块IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．混凝土小型空心砌砖IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．蒸压灰砂砖IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
E．中型空心砌砖IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
35、地下连续墙施工中，泥浆护壁的作用是（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．挡土IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．固壁IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．携砂IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．冷却IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
E．润滑IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
36、混凝土配合比设计中三大参数是（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．水泥强度等级IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．水灰比IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．单位用水量IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．坍落度IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
E．砂率IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
37、砖混结构平屋顶带女儿墙，其外墙的墙身高度从基础上表面算至（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．模墙顶IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．屋面板面IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．圈梁上表面IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．屋面板底IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
38、矿渣水泥与硅酸盐水泥相比，其特性有（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．抗腐蚀能力弱IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．耐热性好IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．抗冻性差IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．水化热较大IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
E．早期强度增长慢IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
39、自落式混凝土搅拌机主要适用于搅拌（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．轻骨料混凝土IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．塑性混凝土IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．沥青混凝土IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．干硬性混凝土IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
40、下列叙述中不正确的有（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．只承受自重的墙称承重墙IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．屋面坡度等于10％的屋顶称坡屋顶IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．楼梯从安全与舒适角度考虑，坡度以 20°～45°为宜IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．屋面至少由支承结构和防水层组成IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
E．三跑式楼梯常用于层高较大的建筑物IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð

41、拱式桥在竖向荷载作用下，两拱脚处不仅产生竖向反力，还产生（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．扭矩IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．水平推力IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．剪力IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．拉力IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
42、毛石混凝土基础中，可加入粒径不超过300 mm的毛石，占混凝土总体积的（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．10％IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．20％～30％IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．40％IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．50％IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
43、普通型钢筋混凝土拱桥指（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．行架拱桥IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．刚架拱桥IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．系杆拱桥IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．A．B．C以外的所有拱桥IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
44、构造柱一般设在房屋的（　　）位置。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．建筑物的四角IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．窗口的下面IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．十字相交处IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．楼梯转角处IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
E．承重墙的两端IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
45、采用不同透水性土质填筑时，应遵照的原则是（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．透水性小的在下，透水性大的在上IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．透水性小的在上，透水性大的在下IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．两种土质混合填筑IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．以上均可IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
46、关于建筑面积计算，说法正确的有（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．悬挑雨篷应按水平投影面积的一半计算IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．建筑物之间的地下人防通道不计算IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．悬挑宽度为1．6 m的檐廓按水平投影面积计算IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．有围护结构的挑阳台按水平面积的一半计算IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
E．无围护结构的凹阳台按水平面积的一半计算IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
47、某矩形截面简支梁，截面尺寸为200 mm×500 mm，梁内配有3Φ20的受力钢筋，钢筋保护层厚度为25 mm，则石子粒径选为（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．5～16 mmIÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．5～25 mmIÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．5～31.5 mmIÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．5～40 mmIÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
48、关于钢筋的机械连接下列说法错误的是（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．钢筋的机械连接不改变钢筋的力学性质IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．钢筋的机械连接包括挤压连接和锥形螺纹连接IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．光面钢筋也可使用挤压连接IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．锥形螺纹连接可用于施工现场同径或异径的竖向、水平或任何倾角的钢筋的连接IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
49、某建筑物各层建筑面积为360㎡，共四层，中间设置一宽度为350㎜的抗震缝，缝长8 m，则该建筑面积共为（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．1428.60㎡IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．1440㎡IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．1451.20㎡IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．1456㎡IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
50、工程量按长度以米为计量单位计算的是（　　）。IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
A．窗台板装饰工程IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
B．空花格、栏杆刷乳胶漆IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
C．天棚灯带装饰IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
D．现浇水磨石台阶面IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð

答案IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
1、D　　  2、B C　　  3、A B C D　4、C　　     5、B　　IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
6、A　　  7、C D　　  8、B　　    9、A B C D　10、A　　IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
11、C　　  12、C D E　13、C　　   14、C E　　  15、B　　IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
16、D　　  17、D　　  18、D　　   19、D　　    20、A　　IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
21、A　　  22、A C D　23、C　　   24、A C D　　25、B　　IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
26、C　　  27、B　　  28、C　　   29、A　　    30、A C D E　　IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
31、A　　  32、B　　  33、D　　   34、A B C E　35、B C D E　　IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
36、B C E　37、D　　  38、B C E　 39、B　　    40、A B C　IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
41、B　　  42、B　　  43、D　　   44、A C D　　45、B　　IÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð
46、B D E　47、C　　  48、C　　   49、C　　    50、AIÌ̯M¸úÌvÑbbs.3c3t.comáQº³‰?óð