成考院校在线答案
-
2022-09-12
[单选] <p class="MsoNormal" style="line-height:20.0000pt;mso-line-height-rule:exactly;">23、<span style="mso-spacerun:'yes';font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:10.5000pt;mso-font-kerning:1.0000pt;">斜槎长度不得小于其高度的( )。</span><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:1.0000pt;">(第四章知识点10砖砌体施工)</span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:1.0000pt;"> <o:p></o:p></span></p>
-
2022-09-12
[单选] <p class="MsoNormal" style="line-height:20.0000pt;mso-line-height-rule:exactly;">4、<span style="mso-spacerun:'yes';font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:10.5000pt;mso-font-kerning:1.0000pt;">摩擦桩型的预制桩在沉桩时,主要质量控制指标是( )。</span><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:10.5000pt;mso-font-kerning:1.0000pt;">(第三章知识点4锤击沉桩施工)</span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:1.0000pt;"> <o:p></o:p></span></p>
-
2022-09-12
[单选] <p class="MsoNormal" style="line-height:20.0000pt;mso-line-height-rule:exactly;">16、<span style="mso-spacerun:'yes';font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:10.5000pt;mso-font-kerning:1.0000pt;">预应力钢筋张拉程序中的持荷</span><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:10.5000pt;mso-font-kerning:1.0000pt;">2min</span><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:10.5000pt;mso-font-kerning:1.0000pt;">的作用是( )。</span><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:1.0000pt;">(第八章知识点2先张法)</span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:1.0000pt;"> <o:p></o:p></span></p>
-
2022-09-12
[单选] <p class="MsoNormal">13、<span style="mso-spacerun:'yes';font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:1.0000pt;">预应力筋张拉时,应校核其伸长值,当实际伸长值比计算伸长值( ),则应暂停张拉,查明原因并采取措施后方可继续张拉。(第八章知识点11后张法)</span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:1.0000pt;"> <o:p></o:p></span></p>
-
2022-09-12
[单选] <p class="MsoNormal" style="line-height:20.0000pt;mso-line-height-rule:exactly;">27、<span style="mso-spacerun:'yes';font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:10.5000pt;mso-font-kerning:1.0000pt;">预应力筋张拉时,应使钢筋中的应力( )。(第八章知识点11后张法 )</span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:1.0000pt;"> <o:p></o:p></span></p>
-
2022-09-12
[单选] <p class="MsoNormal">33、<span style="mso-spacerun:'yes';font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:10.5000pt;mso-font-kerning:1.0000pt;">在周围建筑物密集的狭窄场地施工大直径砼灌注桩,较宜采用( )。</span><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:1.0000pt;">(第三章知识点1桩基础的分类)</span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:1.0000pt;"> <o:p></o:p></span></p>
-
2022-09-12
[单选] <p class="MsoNormal" style="line-height:20.0000pt;mso-line-height-rule:exactly;">7、<span style="mso-spacerun:'yes';font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:10.5000pt;mso-font-kerning:1.0000pt;">滑行法吊升牛腿柱时,牛腿柱的预制位置应使( )。(第九章知识点13构件的吊装工艺 )</span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:1.0000pt;"> <o:p></o:p></span></p>
-
2022-09-12
[单选] <p class="MsoNormal" style="line-height:20.0000pt;mso-line-height-rule:exactly;">38、<span style="mso-spacerun:'yes';font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:10.5000pt;mso-font-kerning:1.0000pt;">在同一压实功条件下,土的含水量对压实质量的影响是( )。(第二章知识点9土方的填筑与压实)</span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:1.0000pt;"> <o:p></o:p></span></p>
-
2022-09-12
[单选] <p class="MsoNormal">22、<span style="mso-spacerun:'yes';font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:10.5000pt;mso-font-kerning:1.0000pt;">钢筋配料时出现量度差值,是因为( )。</span><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:10.5000pt;mso-font-kerning:1.0000pt;">(第五章知识点15钢筋配料)</span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:1.0000pt;"> <o:p></o:p></span></p>
-
2022-09-12
[单选] <p class="MsoNormal" style="line-height:20.0000pt;mso-line-height-rule:exactly;">37、<span style="font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:10.5000pt;mso-font-kerning:1.0000pt;">Ⅰ</span><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:10.5000pt;mso-font-kerning:1.0000pt;">级钢筋端部设</span><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:10.5000pt;mso-font-kerning:1.0000pt;">180°</span><span style="mso-spacerun:'yes';font-family:Microsoft Yahei;color:rgb(0,0,0);font-size:10.5000pt;mso-font-kerning:1.0000pt;">弯钩,弯钩增长值为( )。(第五章知识点1钢筋的分类)</span><span style="font-family:Microsoft Yahei;font-size:10.5000pt;mso-font-kerning:1.0000pt;"> <o:p></o:p></span></p>
- 首页
- 上一页
-
1993
-
1994
-
1995
-
1996
-
1997
-
1998
-
1999
-
2000
- 下一页
- 尾页