|
パイプカルバート
表参１−７
コンクリート製パイプカルバートの適用土かぶり
■ＲＣ：遠心力鉄筋コンクリート管（JIS
A 5303）
■ＰＣ：コア式プレストレストコンクリート管（JIS
A 5333） |
|
|
適用条件
1. 溝型
2. 砂基礎
3. 土の単位重量
γ=18kN/m3
（1.8tf/m3）
4. 活荷重:Ｔ荷重 |
| 上限のみ記載の場合、下限は0.5とする。 |
単位：ｍ
|
| 呼び径 |
RC１種 |
RC２種 |
RC３種 |
RC１種 |
RC２種 |
RC３種 |
RC１種 |
RC２種 |
RC３種 |
| 60° |
60° |
60° |
90° |
90° |
90° |
120° |
120° |
120° |
| 下
限 |
上
限 |
上
限 |
上
限 |
下
限 |
上
限 |
上
限 |
上
限 |
下
限 |
上
限 |
上
限 |
上
限 |
| 150 |
|
6.9 |
9.9 |
|
|
8.4 |
12.0 |
|
|
9.7 |
13.8 |
|
| 200 |
|
5.2 |
7.6 |
11.3 |
|
6.4 |
9.3 |
13.6 |
|
7.4 |
10.6 |
15.6 |
| 250 |
0.6 |
4.0 |
6.1 |
10.0 |
|
5.1 |
7.5 |
12.1 |
|
6.0 |
8.6 |
13.8 |
| 300 |
0.7 |
3.4 |
5.5 |
8.9 |
0.6 |
4.5 |
6.8 |
10.8 |
|
5.3 |
7.9 |
12.4 |
| 350 |
0.8 |
3.2 |
5.1 |
8.5 |
0.6 |
4.3 |
6.3 |
10.3 |
|
5.0 |
7.3 |
11.8 |
| 400 |
0.8 |
3.1 |
5.3 |
7.8 |
0.6 |
4.1 |
6.6 |
9.5 |
|
4.8 |
7.6 |
10.9 |
| 450 |
0.9 |
2.9 |
5.3 |
7.6 |
0.6 |
3.9 |
6.6 |
9.2 |
|
4.7 |
7.6 |
10.5 |
| 500 |
0.9 |
2.8 |
5.5 |
7.2 |
0.7 |
3.8 |
6.8 |
8.8 |
|
4.6 |
7.8 |
10.1 |
| 600 |
1.0 |
2.7 |
5.5 |
6.4 |
0.7 |
3.7 |
6.7 |
7.8 |
0.6 |
4.4 |
7.8 |
8.9 |
| 700 |
1.1 |
2.4 |
5.2 |
6.0 |
0.8 |
3.4 |
6.4 |
7.4 |
0.6 |
4.2 |
7.4 |
8.5 |
| 800 |
1.2 |
2.2 |
4.9 |
5.9 |
0.8 |
3.3 |
6.1 |
7.3 |
0.6 |
4.0 |
7.1 |
8.4 |
| 900 |
1.3 |
2.0 |
4.7 |
5.7 |
0.8 |
3.1 |
5.9 |
7.0 |
0.7 |
3.9 |
6.9 |
8.1 |
| 1000 |
1.5 |
1.8 |
4.6 |
5.6 |
0.8 |
3.0 |
5.8 |
6.8 |
0.7 |
3.8 |
6.7 |
7.9 |
| 1100 |
|
|
4.4 |
5.3 |
0.9 |
2.8 |
5.6 |
6.5 |
0.7 |
3.6 |
6.5 |
7.5 |
| 1200 |
|
|
4.2 |
5.0 |
0.9 |
2.7 |
5.3 |
6.2 |
0.7 |
3.4 |
6.2 |
7.1 |
| 1350 |
|
|
3.9 |
4.7 |
1.1 |
2.4 |
5.0 |
5.9 |
0.8 |
3.2 |
5.9 |
6.8 |
| 1500 |
|
|
3.7 |
5.0 |
1.2 |
2.2 |
4.7 |
6.3 |
0.8 |
3.0 |
5.6 |
7.2 |
| 1650 |
|
|
3.6 |
4.9 |
1.2 |
2.1 |
4.6 |
6.1 |
0.9 |
2.9 |
5.4 |
7.1 |
| 1800 |
|
|
3.5 |
4.8 |
1.3 |
2.0 |
4.5 |
5.9 |
0.9 |
2.9 |
5.3 |
6.9 |
| 2000 |
|
|
3.3 |
4.6 |
1.5 |
1.8 |
4.3 |
5.7 |
0.9 |
2.8 |
5.1 |
6.7 |
| 2200 |
|
|
3.2 |
4.4 |
*** |
*** |
4.2 |
5.6 |
0.9 |
2.7 |
5.0 |
6.5 |
| 2400 |
|
|
3.1 |
4.3 |
*** |
*** |
4.1 |
5.4 |
1.0 |
2.7 |
4.9 |
6.3 |
| 2600 |
|
|
3.0 |
4.2 |
*** |
*** |
4.0 |
5.3 |
1.0 |
2.7 |
4.8 |
6.2 |
| 2800 |
|
|
3.0 |
4.1 |
*** |
*** |
4.0 |
5.2 |
1.0 |
2.7 |
4.7 |
6.1 |
| 3000 |
|
|
3.0 |
4.1 |
*** |
*** |
4.0 |
5.2 |
0.9 |
2.7 |
4.7 |
6.0 |
| 注）***は数値が削除された箇所、赤数字はＳＩ単位移行に伴う適用土かぶりの修正を示す。 |
| 上限のみ記載の場合、下限は0.5とする。 |
単位：ｍ
|
| 呼び径 |
PC３種 |
PC２種 |
PC１種 |
PC３種 |
PC２種 |
PC１種 |
PC３種 |
PC２種 |
PC１種 |
| 60° |
60° |
60° |
90° |
90° |
90° |
120° |
120° |
120° |
| 上
限 |
上
限 |
上
限 |
上
限 |
上
限 |
上
限 |
上
限 |
上
限 |
上
限 |
| 150 |
|
|
|
|
|
|
|
|
|
| 200 |
|
|
|
|
|
|
|
|
|
| 250 |
|
|
|
|
|
|
|
|
|
| 300 |
|
|
|
|
|
|
|
|
|
| 350 |
|
|
|
|
|
|
|
|
|
| 400 |
|
|
|
|
|
|
|
|
|
| 450 |
|
|
|
|
|
|
|
|
|
| 500 |
10.9 |
13.2 |
15.3 |
13.1 |
15.9 |
18.4 |
15.0 |
18.2 |
|
| 600 |
8.9 |
10.9 |
12.6 |
10.8 |
13.2 |
15.2 |
12.4 |
15.1 |
17.4 |
| 700 |
7.8 |
9.5 |
11.2 |
9.5 |
11.5 |
13.6 |
10.9 |
13.2 |
15.5 |
| 800 |
7.3 |
8.9 |
10.5 |
8.9 |
10.8 |
12.7 |
10.2 |
12.4 |
14.5 |
| 900 |
6.8 |
8.6 |
10.2 |
8.3 |
10.4 |
12.3 |
9.6 |
11.9 |
14.1 |
| 1000 |
6.6 |
8.3 |
9.8 |
8.0 |
10.0 |
11.8 |
9.3 |
11.5 |
13.5 |
| 1100 |
6.4 |
7.8 |
9.3 |
7.8 |
9.5 |
11.2 |
9.0 |
10.9 |
12.9 |
| 1200 |
6.2 |
7.6 |
9.0 |
7.6 |
9.2 |
10.9 |
8.7 |
10.6 |
12.5 |
| 1350 |
5.7 |
7.1 |
8.3 |
7.0 |
8.6 |
10.1 |
8.0 |
9.9 |
11.6 |
| 1500 |
5.6 |
6.9 |
8.1 |
6.9 |
8.4 |
9.9 |
8.0 |
9.6 |
11.3 |
| 1650 |
5.5 |
6.8 |
7.9 |
6.8 |
8.3 |
9.6 |
7.9 |
9.5 |
11.0 |
| 1800 |
5.2 |
6.5 |
7.7 |
6.4 |
7.9 |
9.3 |
7.4 |
9.1 |
10.7 |
| 2000 |
5.0 |
6.1 |
7.4 |
6.2 |
7.4 |
8.9 |
7.1 |
8.5 |
10.3 |
| 2200 |
4.8 |
6.0 |
7.1 |
6.0 |
7.4 |
8.7 |
7.0 |
8.5 |
10.0 |
| 2400 |
4.7 |
5.9 |
6.9 |
5.9 |
7.2 |
8.4 |
6.8 |
8.3 |
9.7 |
| 2600 |
4.6 |
5.7 |
6.8 |
5.7 |
7.0 |
8.2 |
6.6 |
8.1 |
9.5 |
| 2800 |
4.5 |
5.6 |
6.6 |
5.6 |
6.9 |
8.1 |
6.5 |
7.9 |
9.3 |
| 3000 |
4.4 |
5.5 |
6.5 |
5.5 |
6.8 |
8.0 |
6.4 |
7.8 |
9.2 |
[ パイプカルバートに戻る]
|
