[公路] 路桥所用所有表格，带自动计算 [复制链接]

压实度检测记录表（灌砂法）±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
                                                    编号：S1—004—□□□—□□□□±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
试验单位        合 同 号    ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
土场位置        最大干密度(g/cm3)     ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
检测范围        最佳含水量(%)    ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
层    次        检测日期    ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
试   验        复     核    ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
        桩号±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
   位±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
  项    目    置                    ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
                    ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
检测深度\层厚(cm)                    ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
试样总重（g）    1                ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
灌前（筒+砂）重(g)    2                ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
灌后（筒+砂）重(g)    3                ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
圆锥体内用砂标定    灌前（筒+砂）重(g)    4                ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
    灌后（筒+砂）重(g)    5                ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
    圆锥体内±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
用砂质量(g)    6                ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
坑体砂重（g）    7                ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
标准砂密度(g/cm3)    8                ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
坑体体积（cm3）    9                ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
湿密度（g/cm3）    10                ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
盒  号    11                                    ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
盒+湿料重（g）    12                                    ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
盒+干料重（g）    13                                    ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
水重（g）    14                                    ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
盒重（g）    15                                    ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
干料重（g）    16                                    ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
含水率（%）    17    18                                ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
平均含水率（%）    19                ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
干密度（g/cm3）    20                ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
压实度（%）    21                ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
结±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
论    ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
1.2.3.4.5.11.12.13.15 是现场实测数量    ±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
6=4-5±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
7=2-3-6±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
8.最大干密度、最佳含水率是实验室做出来的±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
9=7/8±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
10=1/9±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
14=12-13±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
16=13-15±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
17=（12-13）/（13-15）*100±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
18是含水率侧两次±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
20=10/（1.00+19）±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”
21=20/最大干密度*100±£Î 3­Óbbs.3c3t.comºÆΦ‚¤T¥”