监理检测网论坛
浪子 - 2009/12/7 10:02:00
谢谢分享!!!!!!!!!!!BÙóÐG¢bbs.3c3t.comùz !HÁ b»
luing999 - 2009/12/9 15:19:00
:default2: HAHBÙóÐG¢bbs.3c3t.comùz !HÁ b»
wdm659 - 2009/12/11 15:03:00
haohaohaohaoBÙóÐG¢bbs.3c3t.comùz !HÁ b»
yylabcd - 2009/12/13 10:53:00
很好BÙóÐG¢bbs.3c3t.comùz !HÁ b»
一头雾水 - 2009/12/15 19:57:00
能让我学习一下吗?BÙóÐG¢bbs.3c3t.comùz !HÁ b»
madashuai001 - 2010/2/28 10:52:00
好资料BÙóÐG¢bbs.3c3t.comùz !HÁ b»
zhs975908 - 2010/3/2 17:36:00
好东东,正需要BÙóÐG¢bbs.3c3t.comùz !HÁ b»
三毛 - 2010/5/30 15:24:00
谢谢BÙóÐG¢bbs.3c3t.comùz !HÁ b»
力旺科技 - 2010/6/9 17:01:00
不错不错 支持啊BÙóÐG¢bbs.3c3t.comùz !HÁ b»
李洁 - 2010/6/12 13:02:00
O(∩_∩)O谢谢BÙóÐG¢bbs.3c3t.comùz !HÁ b»
lydhj - 2010/9/8 7:34:00
很好的资料BÙóÐG¢bbs.3c3t.comùz !HÁ b»
jsqyshang - 2010/11/17 8:39:00
计算书写得很详细,通俗易懂,谢谢!BÙóÐG¢bbs.3c3t.comùz !HÁ b»
风云1 - 2011/3/5 15:03:00
喷射混凝土C25配合比的水泥用量达到了500kg,不知道是否考虑了砼收缩问题.BÙóÐG¢bbs.3c3t.comùz !HÁ b»
whyxx1215 - 2011/3/9 21:02:00
谢谢,学习了!BÙóÐG¢bbs.3c3t.comùz !HÁ b»
zn770927 - 2011/8/25 17:32:00
谢谢BÙóÐG¢bbs.3c3t.comùz !HÁ b»
whshdl - 2011/11/7 14:06:00
谢谢楼主BÙóÐG¢bbs.3c3t.comùz !HÁ b»
tztw - 2011/11/21 19:04:00
感谢分享 很需要BÙóÐG¢bbs.3c3t.comùz !HÁ b»
woshileihong - 2011/12/25 10:34:00
好东西 ,下来学习下BÙóÐG¢bbs.3c3t.comùz !HÁ b»
4619427tongyu - 2011/12/26 11:53:00
怎样挣积分BÙóÐG¢bbs.3c3t.comùz !HÁ b»
bingmou - 2012/6/9 7:51:00
用水量是查表的220Kg,怎么没考虑减水率?厦深线是客专吧,用的是聚羧酸减水剂,减水率约在26%左右,所以这个配合比的用水量应该是160多吧。BÙóÐG¢bbs.3c3t.comùz !HÁ b»
ztsjjzcyq - 2012/6/16 19:47:00
学习下:default6:谢谢分享!BÙóÐG¢bbs.3c3t.comùz !HÁ b»
zlc401720191 - 2012/6/25 17:07:00
配比不怎样。BÙóÐG¢bbs.3c3t.comùz !HÁ b»
CNCTPC - 2013/1/2 16:07:00
谢谢诶BÙóÐG¢bbs.3c3t.comùz !HÁ b»
sxpm616 - 2013/12/5 2:52:00
感谢楼主的宝贵资料,不知楼主的配合比喷射后的效果如何,凝结时间,以及强度能否达到设计要求呢,希望能有后续的跟进贴,那就更完美了BÙóÐG¢bbs.3c3t.comùz !HÁ b»