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首页 » 注册资格考试 » 2024年公路水运试验检测师考试 » 2024年水运试验检测考试 » 江苏水运7 8号检测员简答题
luyuns - 2007/7/9 17:28:00
材料:  土工布厚度测定   砂堆积密度测定     压碎指标的试验步骤     结构    考了一个大应变传感器的布置   还有个管桩小应变传感器的布置是否合理  地基考了  击实试验步骤    含水率的测定    告诉你液限塑限求IP,判断土质类型    还有的忘了,其他人补充把Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
luyuns - 2007/7/9 17:31:00
对了,还有考了 钢筋保护层的厚度测定  混凝土凝结时间的测定Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
xuehua1201 - 2007/7/10 10:29:00
简答题::Q Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
1 简述2KP压力作用下土工布厚度的操作步骤Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
2 混凝土凝结时间测定Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
3闪光对焊不合格品的判定Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
4压碎指标的操作步骤Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
5砂的堆积密度试验Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
单选题(部分)Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
:P Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
1  在水泥终凝时间测定前,在终凝针上安装一个  ( D    ) 。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
     A.  方形附件          B. 小试针      C.  时间测定仪        D.环形附件 Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
2  超声波在传播过程中碰到混凝土内部缺陷时,超声波仪上会出现   (  A   ) Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
     A.波形畸变、声时增加          B.声速提高            C.振幅增加 Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
3  做水泥胶砂强度抗折试验时,试件放入抗折夹具内,应使  (   C   )与圆柱接触。 Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
       Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
    A.顶面           B.底面          C.侧面         D.随便放置Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
4 做砂子的颗粒级配试验时,如果两次试验的细度模数之差(   C   )超过时,须重新试验。   Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
          A.0.10            B.0.15          C.0.20           D.0.50         Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
5 钻芯法检测时,钻取的混凝土芯样试件,制备成高度和直径均为100mm的芯样试件,按JTJ270测  Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
得的抗压强度值,是边长为150mm立方体的抗压强度的( C )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
  Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.   1.5倍          B.1.2倍            C. 1倍            D. 0.8Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
6 粉煤灰的细度试验中,如果筛析仪的负压小于规定值,则试验结果____ B ____。    Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
    Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.偏大             B.偏小          C.不影响          D.不确定Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
7 通常用于各种承重结构中的混凝土,其容重范围在(   C  )之间。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
A.500~1900 kg/m3     B.大于1900kg/m3    C.1900~2500 kg/m3   D.小于2500 kg/m3Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
8 在砂筛析试验中,应准确称取烘干试样( A  )  Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
  A  500g   B  1000gÌ¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
9 在试验室拌制混凝土时,一次拌和量不宜少于搅拌机容量的( A  )。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
  Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
   A  20%   B  25%   C  30%Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
10 砂浆的分层度试验中,分(   C )层装入试模。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
  A  三层     B 二层      C 一层Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
多选题(部分)::L Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
1   用插捣法测定DM≤40mm的混凝土密度时,混凝土拌和物应   ACE      。  Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
     A、分三层装入容量筒,每次装入量大致相同,Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
     B、每层用捣棒均匀插捣15次,Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
     C、每捣一层完毕后应在容量筒外壁拍打10下,以消除表面气泡;Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
     D、如有棒坑留下,用镘刀轻轻抹平;Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
     E、试验结果计算至0.01kg/l。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
2   配制普通混凝土,粗骨料粒径最大粒径应符合( BD)要求。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
      A.不小于钢筋最小净距的3/4        B. 不大于钢筋最小净距的3/4Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
      C.不小于构件截面最小尺寸的1/4    D. 不大于构件截面最小尺寸的1/4Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
      E.不大于构件截面最大尺寸的1/4Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
3  土工织物的试样调湿时的环境应符合  ABCE  条件。:hug: Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
   A.温度20±2℃       B.相对湿度55~75%    Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
   C.标准大气压        D.水浸            E.24hÌ¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
4   影响混凝土徐变变形的因素有  ABCD 。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
     A.应力水平                        B.加载时间      Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
    C.水泥用量                        D.环境温度  Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
判断题(部分):Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
1.  测定碎石或卵石中的泥块含量用的两台称案的称量分别是20㎏、5㎏;感量分别是20g、10 g。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
     ( ×  )  Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
  2  石油沥青软化点是试样在测定条件下因受热而下坠25.4mm时的温度             (√)                                           Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
不好意思啦!:PÌ¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
我只记得这些。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
有好多都是比较少做的试验。:L Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
考试的占分比例和大纲上的相隔很远。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
总的说是方方面面都考到了。:victory:Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
kiiicn - 2007/7/10 10:44:00
很不简单呀,能记这么多题,希望你能顺利通过考试!Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
YANMINGMING - 2007/7/10 12:00:00
比较强,好样的Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
luyuns - 2007/8/7 13:30:00
唉,成绩下来了,只过了个地基,下次努力把Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
zbafang - 2007/8/24 1:45:00
记忆力超强哎,谢谢了Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
xbb121 - 2007/8/24 16:19:00
怎么记住的啊,这么多题。呵呵Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
bars - 2007/8/30 20:30:00
好记性 哦Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
辛苦了Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
bars - 2007/8/30 20:30:00
我现在背书都背不下Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
别说试题了Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
bars - 2007/8/30 20:36:00
这样的啊Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
我要多看看了Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
dl1985 - 2007/11/19 20:00:00
厉害啊Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
红袖 - 2008/1/8 11:10:00
挺厉害地,谢谢。Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
guoyunxia327 - 2008/5/6 19:06:00
谢谢:default7:Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
kenshin210 - 2009/2/16 14:54:00
谢谢Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
chenwei_1981 - 2009/2/17 9:47:00
基础资料Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
liuqi3254 - 2009/2/18 16:47:00
jllllllllllllllllllllllllllllllllÌ¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
liuqi3254 - 2009/2/18 16:47:00
jljlllllllllllllllllllllllllllllllllllllllllllllllllllllllllÌ¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
liuqi3254 - 2009/2/18 16:50:00
asdfasdfÌ¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
liuqi3254 - 2009/2/18 16:51:00
asdfasdfasdfafaÌ¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
nokia1681c - 2009/2/19 19:56:00
很强大Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
杨阳 - 2009/2/20 15:26:00
记忆力超强哎,谢谢了Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
zoophagan - 2009/3/2 14:17:00
谢谢你们哦Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
jhyhgw - 2009/4/21 23:51:00
谢谢Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
zqfha - 2009/4/24 5:39:00
谢谢楼主分享Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
365806156 - 2009/5/20 11:29:00
相当不错!!!Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
365806156 - 2009/5/20 12:04:00
还可以拉啊Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
yuexin888 - 2009/10/12 11:20:00
:default6: 真的好厉害哦Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
刘晶09499 - 2012/4/22 20:27:00
O(∩_∩)O~Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
andylee1989 - 2012/5/19 17:35:00
谢谢楼主Ì¿oCI„;¶Nbbs.3c3t.com­5[­îÉ!h
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