A.排水H型管计算连接管的长度,管件按实计算
B.方形补偿器所占长度计入管道安装工程量
C.所有雨水管定额中均不包含雨水斗的主材费
D.定额中减压器、疏水器、倒流防止器均按成组安装考虑
A.有明显腐蚀和冲刷减薄的弯头、三通、管径突变部位,不包括相邻直管部位
B.需重点管理的管道,其他没有要求
C.需重点管理的管道,其他管道的弯头、三通、管径突变部位及相邻直管部位
D.需重点管理的管道或有明显腐蚀和冲刷减薄的弯头、三通、管径突变部位及相邻直管部位
A.罕遇地震分析时,大于50m且小于200m时,可取0.02
B.多遇地震分析时,高度不大于50m时,可取0.04
C.当偏心支撑框架部分承担的地震倾覆力矩大于结构总地震倾覆力矩的50%时,其阻尼比相应增加0.005
D.多遇地震分析时,大于50m且小于200m时,可取0.03
A.1.0,2
B.1.5,3
C.2,3
D.3,4
A.70
B.80
C.90
D.100
A.采暖系统干管应包括供水干管与回水干管两部分
B.计算时应从底层供暖管道入口处开始,沿着干管走向,直到建筑内部各干管末端为止
C.计算时应先从小管径开始,逐步计算至大管径
D.主干立管应按照管道系统轴测图中所注标高计算
根据气力输送的特点,降低动力消耗,节约能源是一个重要的研究课题,从经验中知,管道内径是关于能耗的重要参数。直观上看,当输送量一定时,管径过小,输送易阻滞,管径过大,虽输送畅通,但又造成能量的浪费。根据经验,把管径分成三组,各组的试验结果如下表所示,试用方差分析法比较各组的效果.
管径(mm) | 单位功耗 |
230 | 0.0308,0.0476,0.0504 |
250~260 | 0.0532,0.032,0.0218,0.028,0.028, 0.042,0.0336,0.042,0.042,0.028 |
280~320 | 0.07,0.07,0.0644,0.0312,0.0756,0.0756, 0.07,0.0588,0.0588,0.042,0.0308,0.0364, 0.0448,0.21,0.154,0.1064,0.1288,0.112, 0.1064,0.1288,0.0756,0.0644,0.0504,0.0644, 0.0504,0.0308 |