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[讨论]一道压实度问题 [复制链接]

布仕仁
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t T
发表于 2007-04-28 16:18 |只看楼主

一道试题：4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ

交工验收时测定水泥稳定碎石基层的压实度，应采用           。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ

A. 环刀法  B. 灌砂法  C. 钻心法 D. 核子密度仪法4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ

答案：B4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ

我自己理解：教材上，灌砂法适用于砂石路面及路基土的测定；4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ

而，钻心法适用于龄期较长的无机结合稳定类的密度。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ

这道题我认为应该选C.钻心法。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ

大家怎么认为，发表自己的看法哈。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ

4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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LLF2004
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t T
发表于 2007-04-28 17:03 |只看该用户

同意楼主的观点4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ

交工验收的时候4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ

我们都是采用钻芯法4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ

4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
记嘚该ご记嘚啲，/~↘莣记该忘魢啲﹎ ，訫如メ止氺，ωǒ啲快乐简简箪箪■```
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3c3t
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t T
发表于 2007-04-28 17:52 |只看该用户

同意2楼意见。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ

4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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chenling382571
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t T
发表于 2007-04-28 18:13 |只看该用户

我发表一下,我的意见,首先灌砂法是对的,我在工作中采用先钻心,不加水干钻心样,再把芯样称重,然后,在灌砂,比人工打孔要快准些。楼主你看呢！！4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ

4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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一片枫叶
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t T
发表于 2007-05-01 11:04 |只看该用户

同意上楼意见。要分清施工工序4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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LZH1909
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t T
发表于 2007-05-03 20:13 |只看该用户

首先要清楚交工验收的时间，一般测该结构层的压实度是在混合料压实完成后就要进行，否则，条件与标准试验不同了，何以比较？大凡“压实度”均要同等条件下进行。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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Lily0927
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t T
发表于 2007-05-04 10:09 |只看该用户

应该是灌砂法4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
回贴是一种美德，请尊重别人的劳动成果! 哪怕是一个“好”字,也会给我们带来莫大的鼓励!

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zyh634503
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t T
发表于 2007-05-04 21:05 |只看该用户

压实度检测没有钻芯法,如果把钻芯法改为腊封法就对了4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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公路华仔
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t T
发表于 2007-05-17 21:17 |只看该用户

回复：[讨论]一道压实度问题

应该是灌砂法。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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jinchanghuihui7
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t T
发表于 2007-05-19 21:35 |只看该用户

回复：[讨论]一道压实度问题

我认为是钻芯法，因为水稳交工的时候强度已经高的没法做灌砂了4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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laozheng
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t T
发表于 2007-05-20 14:10 |只看该用户

回复：[讨论]一道压实度问题

应该是灌砂法 大家说的很好  我们的论坛会越来越好4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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萧萧

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t T
发表于 2007-05-22 10:01 |只看该用户

回复：[讨论]一道压实度问题

就我认为，考试的时候应该以教材为主，应该选择B，但是实际现场操作应该用C，B是规范规定的标准的检测方法。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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rdq
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庆

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t T
发表于 2007-05-23 08:25 |只看该用户

回复：[讨论]一道压实度问题

应该是灌砂法4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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yanaixian
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t T
发表于 2007-05-28 11:01 |只看该用户

回复：[讨论]一道压实度问题

我也认为是这样的:)4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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浪迹天涯
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t T
发表于 2007-05-28 16:14 |只看该用户

回复：[讨论]一道压实度问题

其实水稳层刚刚碾压完就要检测，这时需要用灌砂法来测密度，进而计算压实度。在水泥没怎么水化时，与标准试验保持一致。钻芯法是在水稳层强度上来之后进行的，主要是为了看水稳层的成型情况，主要是看强度指标能否达到要求，当然这时的密度也是个指标，但这里水泥已经水化了，是不能来计算压实度的。另外上面有朋友说钻芯法是干钻的，其实钻芯都是需要加水的，不然钻头也受不了，呵呵。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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langjay
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t T
发表于 2007-05-28 16:22 |只看该用户

回复：[讨论]一道压实度问题

我觉得斑竹的答案事很有道理的，4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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tong3131
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t T
发表于 2007-05-28 21:08 |只看该用户

回复：[讨论]一道压实度问题

我认为也是灌砂法4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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huizizhou
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t T
发表于 2007-05-28 21:41 |只看该用户

回复：[讨论]一道压实度问题

这个问题好4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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jsrylcs
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t T
发表于 2007-06-06 20:40 |只看该用户

回复：[讨论]一道压实度问题

版主回答有道理~是应该选B，我们往往忽略交工验收的概念~！:) :)4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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天囊
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t T
发表于 2007-06-15 21:29 |只看该用户

回复：[讨论]一道压实度问题

压实度检测没有钻芯法,如果把钻芯法改为腊封法就对了Lœÿ+Re©www.kiii.cnà¶ØMù3lTÈy 4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
同意上位的观点4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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蛙耳
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t T
发表于 2007-07-02 14:48 |只看该用户

回复：[讨论]一道压实度问题

我个人认为在施工过程中用灌砂法测压实度，当交工验收时是用钻芯法．这时不是测压实度的．是测完整性．所以这题是错误的．4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
宽宏大度忍最高,遇事三思乃英豪.流言蜚语由它去,忍气饶*自消.
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pac001
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t T
发表于 2007-07-02 19:11 |只看该用户

回复：[讨论]一道压实度问题

应该是钻心法～～4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
施工单位自检的时候可以用灌沙法。交验一般是过了终凝了，灌沙基本不可能。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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dhl197728
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t T
发表于 2007-10-23 16:40 |只看该用户

回复：[讨论]一道压实度问题

应采用灌砂法，转芯法适用于检测厚度4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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cyz9741
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t T
发表于 2007-11-04 12:02 |只看该用户

回复：[讨论]一道压实度问题

应该是灌砂法，只是交工验收时，水稳层强度已经提高了不容易挖下去，为了方便，所以就直接用取芯机连同沥青面曾一起取芯样，从表观看其石料组成，及密实情况。（注：水稳层施工后7天，我是挖过的，可以挖下去，但是很难。）4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
最后编辑cyz9741 最后编辑于 2007-11-04 12:03:20
跟大家多学习学习！
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ltj636363
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t T
发表于 2007-11-04 14:11 |只看该用户

回复：[讨论]一道压实度问题

我觉得大家的观点都很有道理   但是我还是认为应该是灌砂法  因为灌砂法才是标准的方法4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
我们应该积极啊！积极的做撒？
　　回帖啊．
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小天
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t T
发表于 2007-11-04 19:19 |只看该用户

回复：[讨论]一道压实度问题

是灌砂法 钻芯法用来看水泥稳定碎石的强度，芯样取出来是否完整，表面松散不 一般是7天后取 无法确定压实度合格4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
钻芯发检测压实度主要是用在沥青路面的4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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linsheng119
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t T
发表于 2007-12-01 16:56 |只看该用户

回复：[讨论]一道压实度问题

来这学习一下，支持楼主！4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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huxianlei
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枫渔

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t T
发表于 2007-12-04 22:42 |只看该用户

回复：[讨论]一道压实度问题

钻心后再封蜡,从来没见过灌砂4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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niuniu6682000
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t T
发表于 2008-03-19 20:34 |只看该用户

回复：[讨论]一道压实度问题

灌砂法4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
帮助别人，快乐自己，提高自己
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heshanyi222
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t T
发表于 2008-03-21 10:12 |只看该用户

回复：[讨论]一道压实度问题

太感谢了，真是太好了 4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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t T
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回复：[讨论]一道压实度问题

试验检测软件程序,实验室软件,公路监理工程师考试,公路检测工程师考试,客运专线,高速铁路,咨询工程师考试,造价工程师考试,试验室软件,实验室,实验试验仪器,设备,咨询,监理,试验,检测,检测网,监理网,建设监理网,试验检测网,试验检测员考试,试验检测员报名,试验检测员考试大纲,试验检测员成绩查询,试验检测工程师考试,试验检测考试题" />4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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回复：[讨论]一道压实度问题

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回复：[讨论]一道压实度问题

二、监理实施细则4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
  监理实施细则是在监理规划的指导下，由专业监理工程师针对项目的具体情况制定的更具4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
有实施性和可操作性的业务文件。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
    1．编制依据4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
    (1)已批准的监理规划。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
    (2)与专业工程相关的标准、设计文件和技术资料。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
    (3)施工组织设计。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
    2．主要内容4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
    (1)专业工程的特点。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
    (2)监理工作流程。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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    (4)监理工作的方法及措施。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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一、工程概况4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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二、编制依据4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
1、《建设工程监理规范》（GB50319－2000）；4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
2、《公路工程施工监理规范》（JTJ077－95）；4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
3、《公路工程质量检验评定标准》（JTJ071－98）；4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
4、《公路路面基层施工技术规范》（JTJ034－2000）；4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
5、《公路路基路面现场测试规程》（JTJ059－95）；4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
6、《公路水泥混凝土路面养护技术规范》（JTJ073.1-2001）；4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
7、《公路养护质量检查评定标准》（JTJ075－94）；4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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1、本段公路按四级公路山岭重丘标准进行设计，路基宽7.5m，其中行车道为1.5%，路肩2.5%，填土路堤边坡为1:1.5。高填土路段，每填高8m，设一级1m宽的平台，挖土边坡采用1:0.75，挖石边坡采用1:0.3，深挖路堑每挖深8m，设一级1m宽的平台，以利深挖路堑边坡的稳定。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
2、路面结构采用23cm厚水泥砼面层，18cm厚5%水泥稳定石屑基层，15cm厚砂砾垫层。水泥砼路面抗折强度不小于4.5Mpa，基层顶面回弹模量Et≥100Mpa，5%水泥稳定石屑基层，7天抗压强度大于2.0Mpa。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
　　3、本工程的单位、分部及分项工程内容的划分：4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
序号    单位工程    分部工程内容    分项工程内容4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
1    路基工程    路基土石方工程    土方路基4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
        排水工程    管道基础及管节安装4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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2    路面工程    路面工程    垫层4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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四、监理工作的流程4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
1、本工程的监理总流程：4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
详见图一；4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
2、本工程各分项工程的监理流程：4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
详见图二至图十一。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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五、监理工作的控制要点及目标值4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
（一）土方路基施工监理4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
1、监理控制要点4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
（1）基本要点：4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
　　1）在路基用地和取土坑范围内，认真清除地表植被、杂物、积水、淤泥和表土，处理坑塘，并对基底进行认真压实和处理，满足规范和设计要求。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
　　2）不得采用设计或规范规定的不适用土料作为路基填料。路基填料强度（CBR）应符合规范和设计规定。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
3）路基必须分层填筑压实，每层表面平整，路拱合适，排水良好。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
　4）施工临时排水系统应与设计排水系统结合，勿使路基附近积水，避免冲刷边坡。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
（2）外观要点：4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
1）路基表面平整，边线直顺。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
2）路基边坡坡面平顺、稳定、不得亏坡，曲线圆滑。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
3）取土坑、弃土堆、护坡道、碎落台的位置适当，外形整齐、美观，防止水土流失。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
4）设计植草的路段，未发现明显缺陷。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
2、监理控制的目标值4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
项次    检查项目    规定值或允许偏差    检查方法和频率4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
        高速公路4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
一级公路    其他4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
公路    4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
1    压实度（%）    零填及路堑上路床（cm）    0～30    95    93    密度法：每2000m²每压实层测4处4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
        路堤4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
（mm）    上路床    0～30    95    93    4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
            下路床    30～80            4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
            上路堤    80～150    93    90    4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
            下路堤    ＞150    90    90    4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
2        弯沉（0.01mm）    不大于设计计算值    4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
3        纵断高程（mm）    +10,-15    +10,-20    水准仪：4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
每200m测4断面4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
4        中线偏位（mm）    50    100    经纬仪：每200m测4点，弯道加HY、YH两点4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
5        宽度（mm）    不小于设计值    米尺：每200m测4处4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
6        平整度（mm）    15    20    3m直尺：每200m测4处×3尺 4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
7        横坡（%）    ±0.5    ±0.5    水准仪：每2000m测4个断面4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
8        边坡    不陡于设计值    抽查每200m测4处4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
（二）浆砌排水沟施工监理4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
1、监理控制要点4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
（1）基本要点：4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
1）砌体砂浆配合比准确，砌缝内砂浆均匀饱满，勾缝密实。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
2）浆砌片（块）石、混凝土预制块的质量和规格应符合设计要求。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
3）基础中缩缝应与墙身缩缝对齐。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
4）砌体抹面应平整、压光、直顺，不得有裂缝、空鼓现象。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
（2）外观要点：4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
1）砌体内侧及沟底应平顺。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
2）沟底不得有杂物。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
2、监理控制的目标值4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
项次    检 查 项 目    规定值或允许偏差    检查方法和频率4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
1    砂浆强度（MPa）    在合格标准内    4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
2    轴线偏位（mm）    50    经纬仪：每200m测5点4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
3    沟底高程（mm）    ±50    水准仪：每200m测5点4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
4    墙面直顺度（mm）或坡度    30或不陡于设计    20m拉线、坡度尺：4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
每200m查2点4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
5    断面尺寸（mm）    ±30    尺量：每200m查2点4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
6    铺砌厚度（mm）    不小于设计    尺量：每200m查2点4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
7    基础垫层宽、厚（mm）    不小于设计    尺量：每200m查2点4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
（三）管道基础及管节安装施工监理4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
1、监理控制要点4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
（1）基本要点：4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
1）管材必须逐节检查，不合格的不得使用。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
2）基础混凝土强度达到5MPa以上时，才可进行管节铺设。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
3）管节铺设应平顺、稳固，管底坡度不得出现反坡，管节接头处流水面高差不得大于5mm。管内不得有泥土、砖石、砂浆等杂物。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
4）管道内的管口缝，当管径大于1000mm时，应在管内作整圈勾缝。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
5）管口内缝砂浆平整密实，不得有裂缝、空鼓现象。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
6）抹带前，管口必须洗刷干净，管口表面应平整密实，无裂缝现象。抹带后应及时覆盖养生。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
7）设计中要求防渗漏的排水管须做渗漏试验，渗漏量应符合要求。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
（2）外观要点：4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
1）管道基础混凝土表面平整密实，侧面蜂窝不得超过该表面积的1％，深度不超过10mm。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
2）管节铺设直顺，管口缝带圈平整密实，无开裂脱皮现象。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
2、监理控制的目标值4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
项次    检查项目    规定值或允许偏差    检查方法和频率4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
1    混凝土抗压强度或砂浆强度（MPa）    在合格标准内     4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
2    管轴线偏差（mm）    50      经纬仪或拉线：4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
  每两井间测3处4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
3    管内底高程（mm）    ±20      水准仪：4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
  每两井间测2处4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
4    基础厚度（mm）    不小于设计值      尺量：4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
  每两井间测3处4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
5    管座宽度（mm）    不小于设计值      尺量、拉边线：4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
  每两井间测2处4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
6    抹带    宽度    不小于设计值      尺量：4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
  按10%抽查4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
        厚度    不小于设计值    4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
7    相邻管内底错口（mm）    5（下游低于上游）      按10%抽查4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
（四）检查（雨水）井砌筑施工监理4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
1、监理控制要点4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
（1）基本要点：4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
　　1）井基混凝土强度达到5MPa时，方可砌筑井体。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
　　2）砌筑砂浆配合比准确，井壁砂浆饱满，灰缝平整。圆形检查井内壁应圆顺，抹面光实，踏步安装牢固。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
3）井框、井盖安装必须平稳，井口周围不得有积水。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
（2）外观要点：4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
1）井内砂浆抹面无裂缝。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
2）井内平整圆滑，收分均匀。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
2、监理控制的目标值4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
项次    检  查  项   目    规定值或允许偏差    检查方法和频率4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
1    砂浆强度（MPa）    在合格标准内    4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
2    轴线偏位（mm）    50    经纬仪：每个井检查4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
3    圆井直径或方井长、宽（mm）    ±20    尺量：每个井检查4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
4    井盖与相邻路面高差（mm）    雨水井    0～-4    水准仪、水平尺：4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
每个井检查4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
        检查井    0～+4    4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
（五）砌石、混凝土挡土墙施工监理4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
1、监理控制要点4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
（1）基本要点：4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
　　1）石料规格和质量应符合有关规定。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
　　2）地基必须满足设计要求。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
3）砂浆或混凝土的配合比符合试验规定。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
4）砌石分层错缝。浆砌时坐浆挤紧，嵌填饱满密实，不得有空洞；干砌时不得松动、叠砌和浮塞。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
5）墙背填料符合设计和施工规范要求。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
6）沉降缝、泄水孔数量应符合设计要求。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
（2）外观要点：4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
1）砌体坚实牢固，勾缝平顺，无脱落现象。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
2）混凝土表面的蜂窝麻面不得超过该面积的0.5％，深度不超过10mm。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
3）泄水孔坡度向外，无堵塞现象。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
4）沉降缝整齐垂直，上下贯通。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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积极奉献者终身VIP会员勋章公益讲师网校学员论坛元老
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发表于 2009-03-07 16:50 |只看该用户

回复：[讨论]一道压实度问题

是灌砂法 ,是中间交工验收时主要的方法。4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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发表于 2009-03-31 20:42 |只看该用户

回复: [讨论]一道压实度问题

灌砂法4S¸Y÷`Åw¬bbs.3c3t.com²Ç|‡T•)Œ5Ñ
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