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2026-06-29 15:32:32 +08:00
<!DOCTYPE html>
<html lang="zh-CN">
<head>
<meta charset="UTF-8" />
<meta name="viewport" content="width=device-width, initial-scale=1.0"/>
<title>x-data-spreadsheet</title>
<style>
body { margin:0; padding:20px; font-family:Arial,sans-serif; background-color:#f5f5f5; }
#xspreadsheet { width:100%; height:600px; box-shadow:0 2px 10px rgba(0,0,0,0.1); background-color:white; }
</style>
<link rel="stylesheet" href="https://unpkg.com/x-data-spreadsheet@1.1.9/dist/xspreadsheet.css">
</head>
<body>
<h1>x-data-spreadsheet</h1>
<div id="xspreadsheet"></div>
<script src="https://unpkg.com/x-data-spreadsheet@1.1.9/dist/xspreadsheet.js"></script>
<script>
const sheetData = {
"name": "Table_0",
"rows": {
"0": {
"cells": {
"19": {
"text": "PD4.2.2",
"merge": [
0,
2
]
}
}
},
"1": {
"cells": {
"0": {
"text": "基本要求",
"merge": [
0,
1
]
},
"2": {
"text": "01.在路基用地和取土坑范国内，己清除地表植被、杂物、积水、淤泥和表土，处理坑塘，并按施工技术规范和设计要求对基底进行压实.表土己充分利用.口2.坝方路基分层坝筑压实，每层表面平整，路拱合适，排水良好，无明显碾压轮迹，无亏坡.口3.己设置施工临时排水系统，避免冲刷边坡，路床顶面无积水.4.在设定取土区内合理取土，无溢开滥挖.完工后己按要求对取土坑和奔土场进行依整.",
"merge": [
0,
19
]
}
}
},
"2": {
"cells": {
"1": {
"text": "项次",
"merge": [
1,
0
]
},
"2": {
"text": "检查项目",
"merge": [
1,
3
]
},
"6": {
"text": "规定值或允许偏差",
"merge": [
0,
2
]
},
"9": {
"text": "实测值或实测差值",
"merge": [
0,
9
]
},
"19": {
"text": "质量评定",
"merge": [
0,
2
]
}
}
},
"3": {
"cells": {
"6": {
"text": "商速公路一级公路"
},
"7": {
"text": "二级公路"
},
"8": {
"text": "三、四级公路"
},
"9": {
"text": "1"
},
"10": {
"text": "2"
},
"11": {
"text": "3"
},
"12": {
"text": "4"
},
"13": {
"text": "5"
},
"14": {
"text": "6"
},
"15": {
"text": "7"
},
"16": {
"text": "8"
},
"17": {
"text": "9"
},
"18": {
"text": "10"
},
"19": {
"text": "平均值、代表值"
},
"20": {
"text": "合格率(%)"
},
"21": {
"text": "合格判定"
}
}
},
"4": {
"cells": {
"1": {
"text": "1A",
"merge": [
6,
0
]
},
"2": {
"text": "医卖医卖",
"merge": [
6,
0
]
},
"3": {
"text": "上路床",
"merge": [
0,
1
]
},
"5": {
"text": "0~0.3m"
},
"6": {
"text": "≥96"
},
"7": {
"text": "≥95"
},
"8": {
"text": "≥94"
}
}
},
"5": {
"cells": {
"3": {
"text": "下路床",
"merge": [
1,
0
]
},
"4": {
"text": "经、中及交通荷载等级"
},
"5": {
"text": "0.3m~0.8m"
},
"6": {
"text": "96"
},
"7": {
"text": "≥95"
},
"8": {
"text": "≥94"
},
"9": {
"merge": [
0,
9
]
}
}
},
"6": {
"cells": {
"4": {
"text": "特重、极重交通荷载等级"
},
"5": {
"text": "0.3m~1.2m"
},
"6": {
"text": "296"
},
"7": {
"text": "≥95"
},
"8": {
"text": "-"
}
}
},
"7": {
"cells": {
"3": {
"text": "上路提",
"merge": [
1,
0
]
},
"4": {
"text": "轻、中及重交通荷载等级"
},
"5": {
"text": "0.8m~1.5m"
},
"6": {
"text": "≥94"
},
"7": {
"text": "≥94"
},
"8": {
"text": "≥93"
}
}
},
"8": {
"cells": {
"4": {
"text": "特薰、极薰交通荷载等级"
},
"5": {
"text": "1.2m~1.9m"
},
"6": {
"text": "≥94"
},
"7": {
"text": "≥94"
},
"8": {
"text": "-"
}
}
},
"9": {
"cells": {
"3": {
"text": "下路提",
"merge": [
1,
0
]
},
"4": {
"text": "轻、中及交通荷载等级"
},
"5": {
"text": "≥1.5m"
},
"6": {
"text": "≥93",
"merge": [
1,
0
]
},
"7": {
"text": "≥92",
"merge": [
1,
0
]
},
"8": {
"text": "≥90",
"merge": [
1,
0
]
}
}
},
"10": {
"cells": {
"4": {
"text": "特、极薰交通荷载等级"
},
"5": {
"text": "≥1.9m"
}
}
},
"11": {
"cells": {
"1": {
"text": "2A"
},
"2": {
"text": "弯沉(0.01mm)",
"merge": [
0,
3
]
},
"6": {
"text": "≤设计验收弯沉值",
"merge": [
0,
2
]
},
"9": {
"merge": [
0,
9
]
}
}
},
"12": {
"cells": {
"1": {
"text": "3"
},
"2": {
"text": "纵断商程(mm)",
"merge": [
0,
3
]
},
"6": {
"text": "+10，-15"
},
"7": {
"text": "+10.-20",
"merge": [
0,
1
]
}
}
},
"13": {
"cells": {
"1": {
"text": "4"
},
"2": {
"text": "中线偏位(mm)",
"merge": [
0,
3
]
},
"6": {
"text": "50"
},
"7": {
"text": "100",
"merge": [
0,
1
]
}
}
},
"14": {
"cells": {
"1": {
"text": "5"
},
"2": {
"text": "宽度(mm)",
"merge": [
0,
3
]
},
"6": {
"text": "满足设计要求",
"merge": [
0,
2
]
}
}
},
"15": {
"cells": {
"1": {
"text": "6"
},
"2": {
"text": "平整度(mm)",
"merge": [
0,
3
]
},
"6": {
"text": "415"
},
"7": {
"text": "520",
"merge": [
0,
1
]
}
}
},
"16": {
"cells": {
"1": {
"text": "7"
},
"2": {
"text": "横坡(%)",
"merge": [
0,
3
]
},
"6": {
"text": "±0.3"
},
"7": {
"text": "±0.5",
"merge": [
0,
1
]
}
}
},
"17": {
"cells": {
"1": {
"text": "8"
},
"2": {
"text": "边坡",
"merge": [
0,
3
]
},
"6": {
"text": "满足设计要求",
"merge": [
0,
2
]
}
}
},
"18": {
"cells": {
"0": {
"text": "外观质量",
"merge": [
0,
5
]
},
"6": {
"text": "01.路基边线与边坡未出现单向累计长度超过50m的弯折.口2.路基边坡、护坡道、碎离台无滑坡、爆方或深度超过100mm的冲沟.",
"merge": [
0,
8
]
},
"15": {
"text": "质量保证资料",
"merge": [
0,
3
]
}
}
},
"19": {
"cells": {
"0": {
"text": "工程质量等级评定",
"merge": [
0,
5
]
},
"6": {
"text": "口合格口不合格",
"merge": [
0,
13
]
}
}
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"len": 20
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"width": 120
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};
document.addEventListener('DOMContentLoaded', function () {
if (typeof x_spreadsheet === 'undefined') {
document.body.innerHTML += '<p style="color:red;margin-top:10px;">Error: x-spreadsheet library failed to load. Check internet connection.</p>';
return;
}
try {
const spreadsheet = x_spreadsheet('#xspreadsheet');
spreadsheet.loadData(sheetData);
} catch (e) {
console.error('Error:', e);
document.body.innerHTML += '<p style="color:red;margin-top:10px;">Error: ' + e.message + '</p>';
}
});
</script>
</body>
</html>
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