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吉黑高速公路北安至黑河段工程建设项目

试验仪器自检自校规程

北黑高速公路建设指挥部中心试验室 制

2010年4月28日

目 录

············································································· 1 一 环刀校验方法

········································································· 3 二 比重瓶校验方法·

························································· 6 三 液塑限联合测定仪校验方法 ·

·································································· 8 四 相对密度仪校验方法 ·

········································································· 10 五 击实仪校验方法·

························································· 12 六 灌砂法容重测定仪校验方法 ·

···························································· 15 七 称量盒(铝盒)校验方法 ·

·································································· 17 八 电热干燥箱校验方法 ·

······························································· 19 九 针片状规准仪校验方法 ·

···························································· 22 十 压碎指标测定仪校验方法 ·

························································ 24 十一 石料压碎值测定仪校验方法 ·

··························································· 26 十二 水泥净浆搅拌机校验方法 ·

············································ 29 十三 水泥稠度与凝结时间测定仪校验方法 ·

························································· 32 十四 水泥胶砂搅拌机校验方法 ·

···························································· 35 十五 水泥抗压夹具校验方法 ·

····································································· 37 十六 雷氏夹校验方法 ·

······························································· 41 十七 水泥标准筛校验方法 ·

················································ 43 十八 胶砂试验体成型振实台校验方法 ·

······························································· 46 十九 水泥沸煮箱校验方法 ·

················································ 48 二十 水泥胶砂流动度测定仪校验方法 ·

······················································ 50 二十一 水泥标准养护箱校验方法 ·

······························································· 52 二十二 水泥试模校验方法 ·

················································ 54 二十三 混凝土、砂浆搅拌机校验方法 ·

············································· 56 二十四 混凝土坍落度筒及捣捧校验方法 ·

················································ 58 二十五 混凝土及砂浆试模验校验方法 ·

··················································· 60 二十六 气压式含量测定仪校验方法 ·

···························································· 64 二十七 集料试验筛校验方法 ·

·································································· 71 二十八 密度筒校验方法 ·

·································································· 73 二十九 容量瓶校验方法 ·

·································································· 76 三十 取芯机校验方法 ·

·································································· 78 三十一 脱模器校验方法 ·

···························································· 80 三十二 马歇尔试模校验方法 ·

·································································· 82 三十三 抽提仪校验方法 ·

一 环刀校验方法

本方法适用于直径为58mm、62mm、64mm、70mm、79.8mm五种规格环刀的校验。

(一)概述

环刀是按GB/T50123-1999、SL237-1999、JTJ051-93进行粘土密度测定的专用器具。

(二)技术要求

2.1 外观检查无缺口、卷刃和明显变形。

2.2 剪切试样用环刀直径为64.0±0.4mm,高20±0.4mm。 2.3 压缩试样用环刀直径为79.8±0.5mm,高20±0.4mm。 2.4 膨胀试样用环刀直径为58.0±0.4mm,高25±0.4mm。 2.5 渗透试样用环刀直径为62.0±0.4mm,高40±0.4mm。 2.6 含水率、密度测定用环刀直径为70.0±0.4mm,高52±0.4mm。 (三)校验用标准器具

3.1 游标卡尺:最大量程150mm,分度值为0.02mm; 3.2 电子天平:称量200g,感量0.01g。 (四)环境条件

温度:20℃~24℃;相对湿度:≤75℅。 (五)校验方法

5.1 将环刀洗净、烘干、冷却后称其质量,准确至0.01g。

5.2 环刀直径用游标卡尺在环刀平面两个垂直方向上测量,取算术平均值。

5.3 环刀高度用游标卡尺在环刀平面每隔120°方向上测量高度一次,共测三次,取算术平均值。

(六)校验结果处理

校验结果符合技术要求为合格,合格者方可使用。 (七)校验周期 一年。

(八)附录

校验记录表格式。

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