监理检测网论坛
bity_zhu - 2009/8/31 15:51:00
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Áð^A(±_=bbs.3c3t.comAg¤&p34`二、判断题Áð^A(±_=bbs.3c3t.comAg¤&p34`1.地基土静力荷载试验过程中当出现承压板周围的土体有明显的侧向挤出或发生裂纹现象时,即可认为土体已达到极限状态,应终止试验。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`2.凿除桩头预留混凝土后,桩顶可以有松散混凝土。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`3.在基桩静推试验中,当出现桩顶水平位移超过10mm时,即可终止加载。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`4.声波透射法埋设的钢管可以作为桩底压浆的通道。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`5.如果桩的实测导纳曲线与正常桩繁荣典型导纳曲线有较大出入,则桩身可能有某种缺陷。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`......Áð^A(±_=bbs.3c3t.comAg¤&p34`浏览全部请下载附件Áð^A(±_=bbs.3c3t.comAg¤&p34`附件:
试验检测考试检测员试卷(桥梁)真题.doc
459781 - 2009/8/31 16:50:00
:default5: :default5:Áð^A(±_=bbs.3c3t.comAg¤&p34`
bity_zhu - 2009/8/31 17:09:00
多谢支持Áð^A(±_=bbs.3c3t.comAg¤&p34`
希望更多的人来下载 回贴:default71:Áð^A(±_=bbs.3c3t.comAg¤&p34`
hbt1130 - 2009/8/31 22:19:00
多谢:default2:Áð^A(±_=bbs.3c3t.comAg¤&p34`
LYSLYS林 - 2009/9/1 1:20:00
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zt707 - 2009/9/1 9:41:00
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wangwenyou - 2009/9/1 12:41:00
怎么还有密码啊 ?Áð^A(±_=bbs.3c3t.comAg¤&p34`
wangwenyou - 2009/9/1 12:41:00
密码是什么啊?Áð^A(±_=bbs.3c3t.comAg¤&p34`
zhwy513920 - 2009/9/1 13:10:00
:default1: :default1: :default1: :default1:Áð^A(±_=bbs.3c3t.comAg¤&p34`
luyuns - 2009/9/1 13:27:00
也不全啊,还设了密码!Áð^A(±_=bbs.3c3t.comAg¤&p34`
xiayun1 - 2009/9/1 14:28:00
骗人的撒 还设密码Áð^A(±_=bbs.3c3t.comAg¤&p34`
wangwenyou - 2009/9/1 15:02:00
楼主 不厚道啊 强烈谴责 这种卑鄙行为Áð^A(±_=bbs.3c3t.comAg¤&p34`
asd123 - 2009/9/1 21:02:00
2009年第一次公路水运工程试验检测考试 Áð^A(±_=bbs.3c3t.comAg¤&p34`
检测员试卷(桥梁)Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`一、单选题Áð^A(±_=bbs.3c3t.comAg¤&p34`(暂无)Áð^A(±_=bbs.3c3t.comAg¤&p34`二、判断题Áð^A(±_=bbs.3c3t.comAg¤&p34`1.地基土静力荷载试验过程中当出现承压板周围的土体有明显的侧向挤出或发生裂纹现象时,即可认为土体已达到极限状态,应终止试验。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`2.凿除桩头预留混凝土后,桩顶可以有松散混凝土。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`3.在基桩静推试验中,当出现桩顶水平位移超过10mm时,即可终止加载。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`4.声波透射法埋设的钢管可以作为桩底压浆的通道。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`5.如果桩的实测导纳曲线与正常桩繁荣典型导纳曲线有较大出入,则桩身可能有某种缺陷。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`6.声波透射法中采用塑料管时接收信号比用钢管接收信号弱,所以一般采用钢管。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`7.用声波透射法检测时,检测管可焊接或绑扎在钢筋笼的外侧,检测管之间应相互平行。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`8.可以通过荷载板试验提供建筑物的长期沉降资料。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`9.砂类土的天然状态是根据相对密度分为稍送、中等密实、密实状态。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`10.混凝土结构钢筋分布状况可采用电磁检测的方法进行无损检测。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`11.预应力压注水泥浆的泌水率最大不超过5%。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`12.混凝土回弹每一结构或构件测区数不应少于10个,对某一方向尺寸不小于4.5m且另一方向小于0.5m的构件,其测区数量可适当减少,但不应少于4个。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`13.预应力锚具组装件静载锚固性能试验时,预应力筋受力长度不应小于0.8m。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`14.静载锚固试验主要是检验预应力钢筋的锚固性能。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`15.芯样有裂缝或有其他较大缺陷时不得用作抗压强度试验。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`16.碳化即指由于混凝土表面在空气中的二氧化碳的作用下,表层的氢氧化钙转化成碳酸钙硬壳。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`17.模数式伸缩装置应进行拉伸、压缩、纵向、竖向、横向错位试验,测定水平摩阻力,变化均匀性。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`18.四氟板式橡胶支座与盆式支座所能承受的支承反力相差不大。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`19.桥梁荷载试验分为静载试验和动载试验。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`20.桥梁结构实测校验系数η<1时,该桥强度不够安全。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`21.现场测量时,应变片粘贴完毕按要求测量绝缘电阻,满足要求后应立即涂上防护层,以防止应变片受潮和机械损伤,确保测量准确。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`22.振动法测定斜拉索的张力与单位索长的质量有关。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`23.钻孔灌注桩水下砼应连续灌注,严禁有夹层和断桩。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`24.桥梁静载试验中,即使支点沉降量较大也不用修正其对挠度值的影响。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`25.硬度是钢材力学性能的主要指标。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`26.石料的单轴压缩变形试验至少需要3个试件。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`27.收缩变形是混凝土在持续荷载作用下,随时间增加的变形。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`28.每座中桥可划分为一个单位工程。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`29.压力试验机应定期进行检定,并具有计量检定证书,检定周期一般为一年。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`30.石料的单轴抗压强度试验是对立方体的边长要求为60mm±2mm。( )Áð^A(±_=bbs.3c3t.comAg¤&p34`三、多选题Áð^A(±_=bbs.3c3t.comAg¤&p34`1.反射波法检测基桩完整性,检测前必须做的准备工作有()。Áð^A(±_=bbs.3c3t.comAg¤&p34`A. 收集有关资料 Áð^A(±_=bbs.3c3t.comAg¤&p34`
B. 选择合适的仪器并检查工作状态Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
C. 处理桩顶Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
D. 测量记录仗顶尺寸 Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
E. 测定混凝土强度Áð^A(±_=bbs.3c3t.comAg¤&p34`2.桩基承载力测试可以采用()等方法。Áð^A(±_=bbs.3c3t.comAg¤&p34`A. 超声波 Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
B. 静力加载 Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
C. 低应变动测 Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
D. 高应变动测 Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
E. 全站仪Áð^A(±_=bbs.3c3t.comAg¤&p34`3.标准贯入器与仪器相关的因素是()Áð^A(±_=bbs.3c3t.comAg¤&p34`A. 锤的质量 Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
B. 落锤的距离Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
C. 锤击速度 Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
D. 贯入器的形状和尺寸Áð^A(±_=bbs.3c3t.comAg¤&p34`4.采用凯斯法检测基桩时,现场采集信号出现()情况时,其信号不得作为分析计算依据。Áð^A(±_=bbs.3c3t.comAg¤&p34`A. 力的时程曲线最终未归零 Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
B. 严重偏心锤击,一侧力信号呈现受拉 Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
C. 传感器安装处混凝土开裂Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
D. 桩底反射信号明显时Áð^A(±_=bbs.3c3t.comAg¤&p34`5.根据检测原理,混凝土钻孔桩桩身的完整性检测的常用的方法有()Áð^A(±_=bbs.3c3t.comAg¤&p34`A. 钻芯检测法 Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
B. 振动检测法Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
C. 超声脉冲检测法Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
D. 射线法Áð^A(±_=bbs.3c3t.comAg¤&p34`6.地基在荷载作用下达到破坏状态的过程可以分为几个阶段()Áð^A(±_=bbs.3c3t.comAg¤&p34`A. 压密阶段 Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
B. 剪切阶段 Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
C. 破坏阶段 Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
D. 断裂阶段Áð^A(±_=bbs.3c3t.comAg¤&p34`7.荷载试验中应变测试使用的测量应变片和补偿应变片应是()Áð^A(±_=bbs.3c3t.comAg¤&p34`A. 同一批产量Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
B. 阻值相同 Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
C. 标距相同Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
D. 灵敏度系数相同Áð^A(±_=bbs.3c3t.comAg¤&p34`8.水灰比可以影响到水泥混凝土的()Áð^A(±_=bbs.3c3t.comAg¤&p34`A. 坍落度Áð^A(±_=bbs.3c3t.comAg¤&p34`
B. 耐久性Áð^A(±_=bbs.3c3t.comAg¤&p34`
C. 工艺性Áð^A(±_=bbs.3c3t.comAg¤&p34`
D. 强度Áð^A(±_=bbs.3c3t.comAg¤&p34`9.桥梁静载试验中连续桥梁主要内力控制截面为()Áð^A(±_=bbs.3c3t.comAg¤&p34`A. 支点最大负弯矩Áð^A(±_=bbs.3c3t.comAg¤&p34`
B. 跨中最大正弯矩Áð^A(±_=bbs.3c3t.comAg¤&p34`C. 支点最大剪力Áð^A(±_=bbs.3c3t.comAg¤&p34`
D. 墩台最大垂直力Áð^A(±_=bbs.3c3t.comAg¤&p34`10.静载试验常规观测内容包括()Áð^A(±_=bbs.3c3t.comAg¤&p34`A. 风速观测Áð^A(±_=bbs.3c3t.comAg¤&p34`
B. 温度稳定观测Áð^A(±_=bbs.3c3t.comAg¤&p34`
Áð^A(±_=bbs.3c3t.comAg¤&p34`
C. 挠度观测Áð^A(±_=bbs.3c3t.comAg¤&p34`
D. 裂缝观测Áð^A(±_=bbs.3c3t.comAg¤&p34`11.下列哪些构件应采用重型回弹仪()Áð^A(±_=bbs.3c3t.comAg¤&p34`A. 桥梁混凝土承台Áð^A(±_=bbs.3c3t.comAg¤&p34`
B. 混凝土大坝Áð^A(±_=bbs.3c3t.comAg¤&p34`
C. 板壳结构Áð^A(±_=bbs.3c3t.comAg¤&p34`
D. 桥墩Áð^A(±_=bbs.3c3t.comAg¤&p34`12.橡胶伸缩装置外观质量检查不允许有()Áð^A(±_=bbs.3c3t.comAg¤&p34`A. 少量明疤Áð^A(±_=bbs.3c3t.comAg¤&p34`
B. 骨架钢板外露Áð^A(±_=bbs.3c3t.comAg¤&p34`
C. 少量裂纹Áð^A(±_=bbs.3c3t.comAg¤&p34`
D. 喷霜Áð^A(±_=bbs.3c3t.comAg¤&p34`13.支座储存对库房环境的要求下列正确的有()Áð^A(±_=bbs.3c3t.comAg¤&p34`A. 干燥通风Áð^A(±_=bbs.3c3t.comAg¤&p34`
B. 不可有酸、碱、油等有机溶剂Áð^A(±_=bbs.3c3t.comAg¤&p34`C. 距热源1米以上Áð^A(±_=bbs.3c3t.comAg¤&p34`
D. 不得直接与地面接触Áð^A(±_=bbs.3c3t.comAg¤&p34`14.钢绞线的表面质量要求是()Áð^A(±_=bbs.3c3t.comAg¤&p34`A. 允许有轻微浮锈Áð^A(±_=bbs.3c3t.comAg¤&p34`
B. 不得有油渍Áð^A(±_=bbs.3c3t.comAg¤&p34`C. 不得有润滑剂Áð^A(±_=bbs.3c3t.comAg¤&p34`
D. 不允许有肉眼可见的锈蚀麻坑Áð^A(±_=bbs.3c3t.comAg¤&p34`15.索力测量结果的主要方法有()Áð^A(±_=bbs.3c3t.comAg¤&p34`A. 振动测量法Áð^A(±_=bbs.3c3t.comAg¤&p34`
B. 压力传感器法Áð^A(±_=bbs.3c3t.comAg¤&p34`
C. 超声波法Áð^A(±_=bbs.3c3t.comAg¤&p34`D. 冲击回波法Áð^A(±_=bbs.3c3t.comAg¤&p34`
E. 张拉千斤顶法Áð^A(±_=bbs.3c3t.comAg¤&p34`16.超声法检测混凝土相对均匀性时要求测点()Áð^A(±_=bbs.3c3t.comAg¤&p34`A. 均匀布置Áð^A(±_=bbs.3c3t.comAg¤&p34`
B. 间距200mmÁð^A(±_=bbs.3c3t.comAg¤&p34`
C. 避开钢筋Áð^A(±_=bbs.3c3t.comAg¤&p34`
D. 间距200~500mmÁð^A(±_=bbs.3c3t.comAg¤&p34`17.关于混凝土立方体抗压强度值的确定描述正确的是()Áð^A(±_=bbs.3c3t.comAg¤&p34`A. 一般情况下取三个试件测值的算术平均值Áð^A(±_=bbs.3c3t.comAg¤&p34`B. 当三个测值中的最大或最小值有一个与中间值的差值超过中间值15%时,则取中间值Áð^A(±_=bbs.3c3t.comAg¤&p34`C. 若最大值与中间值的差值均超过中间值的15%,则只有中间值有效Áð^A(±_=bbs.3c3t.comAg¤&p34`D. 一般情况下取五个试件测值的算术平均值Áð^A(±_=bbs.3c3t.comAg¤&p34`18.石料抗冻性试验的冻结温度控制在(),融解温度控制在()。Áð^A(±_=bbs.3c3t.comAg¤&p34`A. 零下15℃Áð^A(±_=bbs.3c3t.comAg¤&p34`
B. 零下18℃Áð^A(±_=bbs.3c3t.comAg¤&p34`
C. 20℃±5℃Áð^A(±_=bbs.3c3t.comAg¤&p34`
D. 20℃±3℃Áð^A(±_=bbs.3c3t.comAg¤&p34`19.热扎钢筋常规试验检测项目包括()。Áð^A(±_=bbs.3c3t.comAg¤&p34`A. 屈服强度Áð^A(±_=bbs.3c3t.comAg¤&p34`
B. 极限强度Áð^A(±_=bbs.3c3t.comAg¤&p34`
C. 松弛率Áð^A(±_=bbs.3c3t.comAg¤&p34`
D. 伸长率Áð^A(±_=bbs.3c3t.comAg¤&p34`20.在一般情况或无特殊要求的情况下,混凝土材料使用的标准试件有()。Áð^A(±_=bbs.3c3t.comAg¤&p34`A. 方立体Áð^A(±_=bbs.3c3t.comAg¤&p34`
B. 圆柱体Áð^A(±_=bbs.3c3t.comAg¤&p34`
C. 长方体Áð^A(±_=bbs.3c3t.comAg¤&p34`
D. 棱柱体Áð^A(±_=bbs.3c3t.comAg¤&p34`四、问答题Áð^A(±_=bbs.3c3t.comAg¤&p34`1.简述测量泥浆失水率的方法步骤。Áð^A(±_=bbs.3c3t.comAg¤&p34`2.混凝土立方体试件制作应符合哪些规定。Áð^A(±_=bbs.3c3t.comAg¤&p34`3.简述应变片与测量导线焊接的基本步骤及注意事项。Áð^A(±_=bbs.3c3t.comAg¤&p34`4.支座型号:GJZ350×400×47(CR)表示的意义。Áð^A(±_=bbs.3c3t.comAg¤&p34`5.简述测量钢筋伸长率的步骤及注意问题。Áð^A(±_=bbs.3c3t.comAg¤&p34`
bity_zhu - 2009/9/1 22:57:00
抱歉 密码只是为产权Áð^A(±_=bbs.3c3t.comAg¤&p34`
现已将密码删除Áð^A(±_=bbs.3c3t.comAg¤&p34`
bity_zhu - 2009/9/1 22:59:00
密码已删除Áð^A(±_=bbs.3c3t.comAg¤&p34`
duchao - 2009/9/3 10:10:00
还要钱啊 穷人没法混啊Áð^A(±_=bbs.3c3t.comAg¤&p34`
雨后的心情 - 2009/9/3 21:23:00
谢谢啊,怎么没有选择题啊,是不是原题啊?Áð^A(±_=bbs.3c3t.comAg¤&p34`
yufan00114 - 2009/9/5 8:20:00
真的不错啊 谢谢啊Áð^A(±_=bbs.3c3t.comAg¤&p34`
wangwenyou - 2009/9/5 20:31:00
楼主对不起Áð^A(±_=bbs.3c3t.comAg¤&p34`
water44 - 2009/9/23 10:48:00
:default7: hao :default8:Áð^A(±_=bbs.3c3t.comAg¤&p34`
jd8576 - 2009/9/30 10:11:00
xiexieÁð^A(±_=bbs.3c3t.comAg¤&p34`
gzbyts - 2009/9/30 11:50:00
:default8:多谢了。Áð^A(±_=bbs.3c3t.comAg¤&p34`
wfj0057 - 2009/9/30 13:39:00
:default1: 看看Áð^A(±_=bbs.3c3t.comAg¤&p34`
skyit21 - 2009/10/4 22:15:00
非常感谢提供好资料Áð^A(±_=bbs.3c3t.comAg¤&p34`
110411079 - 2009/10/5 12:17:00
我怎么没有看到附件呢Áð^A(±_=bbs.3c3t.comAg¤&p34`
lixiaobai - 2009/10/7 21:41:00
只能回帖顶你了。。。实在没金币买!!Áð^A(±_=bbs.3c3t.comAg¤&p34`
Gillnet - 2009/10/14 16:57:00
没有金币啊,怎么办……555Áð^A(±_=bbs.3c3t.comAg¤&p34`
bmory - 2009/10/14 22:11:00
要金币?谢谢Áð^A(±_=bbs.3c3t.comAg¤&p34`
seismic - 2009/10/16 15:19:00
顶你顶你顶你Áð^A(±_=bbs.3c3t.comAg¤&p34`
oy_111 - 2010/6/20 13:55:00
谢谢啦Áð^A(±_=bbs.3c3t.comAg¤&p34`