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首页 » 注册资格考试 » 全国注册造价工程师 » 08年注册造价工程师建设工程技术与计量(土建)50题
3c3t - 2008/7/4 23:10:00
1、目前我国工业与民用建筑楼板的基本形式是(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.木楼板Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.砖拱楼板Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.钢衬板楼板Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.钢筋混凝土楼板Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
2、墙面抹灰所用石灰浆的硬化过程是(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.与空气中氧生成CaOÌ¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.游离水蒸发,Ca(OH)2形成结晶Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.Ca(OH)2与空气中CO2生成CaCO3 Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.石灰浆游离水蒸发,生成Ca(OH)2 Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
E.与空气中的水生成Ca(OH)2Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
3、技术组织措施设计的主要内容包括(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.保证质量措施Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.安全施工措施Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.降低成本措施Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.季节性施工措施Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
E.提前工期措施Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
4、某混凝土配比设计中,已知单位用水量为180kg,水灰比为0.7,砂率为35%,则单位石子用量为(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.687kgÌ¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.1362kgÌ¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.1276kgÌ¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.733kgÌ¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
5、下列关于墙面一般抹灰的计算规则正确的是(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.按设计图示水平投影面积计算,计量单位为m2Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.内墙面抹灰按室内地面(或墙裙顶面)至天棚底面计算Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.门窗洞口、孔洞的侧壁面积不扣除Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.附墙柱的侧面抹灰不计入墙面抹灰工程量Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
6、石子的最大粒径不得超过结构截面最小尺寸的(  ),同时不得大于钢筋最小净间距的(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.1/4,3/4Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.1/2,1Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.1/4,1/2Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.1/2,3/4Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
7、木构件中以平方米作为计量单位计算的有(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.檩木、椽木Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.封檐板、博风板Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.木制楼梯Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.屋面木基层Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
E.正交部分的半屋架Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
8、当基坑降水深度超过8m时,比较经济的降水方法是(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.轻型井点法Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.喷射井点法Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.管井井点法Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.明沟排水法Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
9、模板及支撑支设时应符合的要求是(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.保证形状、尺寸、位置正确Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.要有足够的稳定性、刚度和强度Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.拆装方便,多次周转Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.接缝严密Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
E.不吸水Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
10、已知E工作的紧后工作为F和G。F工作的最迟完成时间为16天,持续时间3天;G工作的最迟完成时间为20天,持续时间5天。E 工作的持续时间4天,则E 工作的最迟开始时间为(  )天。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.9Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.11Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.13Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.15Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
3c3t - 2008/7/4 23:11:00
11、通常情况下,用于金属网顶棚底层抹灰的砂浆为(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.混合砂浆Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.聚合物水泥砂浆Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.麻刀石灰浆Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.普通水泥砂浆Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
12、下列属于流水施工时间参数的是(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.施工过程数Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.施工段数Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.流水节拍Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.流水步距Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
E.技术间歇和组织间歇Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
13、砌筑砂浆的配合比,每m3砂浆的干松状态下净砂计算按(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.0.86m3 Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.0.93m3 Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.1.00m3 Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.1.03m3Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
14、下列玻璃中,不属于安全玻璃的是(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.钢化玻璃Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.夹丝玻璃Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.中空玻璃Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.夹层玻璃Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
E.玻璃空心砖Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
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。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.5.65Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.6.00Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.6.15Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.6.30Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
16、桥面铺装即行车道铺装,不适用的铺装材料有(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.防水混凝土Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.沥青混凝土Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.水泥混凝土Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.干硬性混凝土Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
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(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.5天Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.6天Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.8天Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.10天Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
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。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.10Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.8Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.7Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.0Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
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(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.附属工程Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.基础Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.人工水道Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.洞口建筑Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
20、推土机的经济运距和最佳运距分别是(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.100m以内和30~60mÌ¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.80m以内和50~70mÌ¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.120m以内和40~60mÌ¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.90m以内和30~60mÌ¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
3c3t - 2008/7/4 23:11:00
21、现浇钢筋混凝土地下连续墙的主要特点是(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.施工速度快,技术要求高Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.墙面垂直度及平整度好Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.深基础开挖土方量少Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.钢筋与混凝土粘结力强Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
22、下列关于铝酸盐的说法中正确的是(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.可用于配制不定型耐火材料Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.适用于大体积混凝土工程Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.用于工期紧急的工程,如国防、道路和特殊抢修工程等Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.与耐火粗细集料可制成耐高温的耐热混凝土Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
E.可用于与碱溶液接触的工程Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
23、地下连续墙自成泥浆护壁法施工的主要工艺过程为(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.修筑导墙、深槽挖掘、安放钢筋笼、混凝土浇注Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.泥浆护壁、安放钢筋笼、混凝土浇注Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.修筑导墙、泥浆护壁、深槽挖掘、安放钢筋笼、混凝土浇注Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.泥浆护壁、修筑导墙、深槽挖掘、安放钢筋笼、混凝土浇注Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
24、梁式桥可分为(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.简支梁式桥Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.拱式桥Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.连续梁式桥Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.悬臂梁式桥Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
E.刚架桥Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
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。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.2.20;1.20~2.20;1/2Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.2.20;2.20;1/2Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.2.20;2.20;1/4Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.2.10;2.10;1/2Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
26、关于建筑面积说法错误的是(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.是指建筑物的水平平面面积Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.外墙勒脚以上各层水平投影面积的总和Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.就是指使用面积Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.是确定各项技术经济指标的基础Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
27、湿砂3000 g,干燥后质量是2857g,湿砂含水率为(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.0.5%Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.5%Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.4.7%Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.4.8%Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
28、桥梁下部的组成部分是(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.桥墩、桥台、墩台基础Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.桥墩、桥台、基础、排水系统Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.桥墩、桥台、排水系统Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.桥墩、桥台Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
29、工程量按长度以米为计量单位计算的是(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.窗台板装饰工程Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.空花格、栏杆刷乳胶漆Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.顶棚灯带装饰Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.现浇水磨石台阶面Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
30、地下连续墙的作用是(  )Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.挡土Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.固壁Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.防渗Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.承重Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
E.挡水Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
3c3t - 2008/7/4 23:11:00
31、路基施工常用的方法是(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.机械化施工和爆破方法Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.路堤填筑和路堑开挖Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.路基压实和路基整平Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.纵向全宽掘进和横向通道掘进Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
32、下列叙述正确的是(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.材料孔隙率越大,吸水率越大Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.材料软化系数越大,耐水性越好Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.材料含水率越低,强度就越低Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.材料渗透系数越大,抗渗性能越好Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
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(  )%。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.14.3Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.14.5Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.87.5Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.12.5Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
34、砌块的主要品种有(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.蒸压加气混凝土块Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.粉煤灰砌块Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.混凝土小型空心砌砖Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.蒸压灰砂砖Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
E.中型空心砌砖Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
35、地下连续墙施工中,泥浆护壁的作用是(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.挡土Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.固壁Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.携砂Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.冷却Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
E.润滑Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
36、混凝土配合比设计中三大参数是(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.水泥强度等级Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.水灰比Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.单位用水量Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.坍落度Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
E.砂率Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
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(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.模墙顶Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.屋面板面Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.圈梁上表面Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.屋面板底Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
38、矿渣水泥与硅酸盐水泥相比,其特性有(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.抗腐蚀能力弱Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.耐热性好Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.抗冻性差Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.水化热较大Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
E.早期强度增长慢Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
39、自落式混凝土搅拌机主要适用于搅拌(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.轻骨料混凝土Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.塑性混凝土Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.沥青混凝土Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.干硬性混凝土Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
40、下列叙述中不正确的有(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.只承受自重的墙称承重墙Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.屋面坡度等于10%的屋顶称坡屋顶Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.楼梯从安全与舒适角度考虑,坡度以 20°~45°为宜Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.屋面至少由支承结构和防水层组成Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
E.三跑式楼梯常用于层高较大的建筑物Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
3c3t - 2008/7/4 23:12:00
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(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.扭矩Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.水平推力Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.剪力Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.拉力Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
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(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.10%Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.20%~30%Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.40%Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.50%Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
43、普通型钢筋混凝土拱桥指(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.行架拱桥Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.刚架拱桥Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.系杆拱桥Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.A.B.C以外的所有拱桥Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
44、构造柱一般设在房屋的(  )位置。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.建筑物的四角Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.窗口的下面Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.十字相交处Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.楼梯转角处Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
E.承重墙的两端Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
45、采用不同透水性土质填筑时,应遵照的原则是(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.透水性小的在下,透水性大的在上Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.透水性小的在上,透水性大的在下Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.两种土质混合填筑Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.以上均可Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
46、关于建筑面积计算,说法正确的有(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.悬挑雨篷应按水平投影面积的一半计算Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.建筑物之间的地下人防通道不计算Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.悬挑宽度为1.6 m的檐廓按水平投影面积计算Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.有围护结构的挑阳台按水平面积的一半计算Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
E.无围护结构的凹阳台按水平面积的一半计算Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
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(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.5~16 mmÌ¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.5~25 mmÌ¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.5~31.5 mmÌ¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.5~40 mmÌ¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
48、关于钢筋的机械连接下列说法错误的是(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.钢筋的机械连接不改变钢筋的力学性质Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.钢筋的机械连接包括挤压连接和锥形螺纹连接Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.光面钢筋也可使用挤压连接Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
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Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
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(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.1428.60㎡Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.1440㎡Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.1451.20㎡Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.1456㎡Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
50、工程量按长度以米为计量单位计算的是(  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.窗台板装饰工程Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
B.空花格、栏杆刷乳胶漆Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
C.天棚灯带装饰Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
D.现浇水磨石台阶面Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
3c3t - 2008/7/4 23:12:00
答案Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
1、D    2、B C    3、A B C D 4、C       5、B  Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
6、A    7、C D    8、B      9、A B C D 10、A  Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
11、C    12、C D E 13、C     14、C E    15、B  Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
16、D    17、D    18、D     19、D      20、A  Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
21、A    22、A C D 23、C     24、A C D  25、B  Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
26、C    27、B    28、C     29、A      30、A C D E  Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
31、A    32、B    33、D     34、A B C E 35、B C D E  Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
36、B C E 37、D    38、B C E  39、B      40、A B C Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
41、B    42、B    43、D     44、A C D  45、B  Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
46、B D E 47、C    48、C     49、C      50、AÌ¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
1
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