iinfraparts catalogue vs側溝24 インフラパーツ設計データカタログ i infraparts...

4
■ インフラパーツ設計データカタログ 24 I INFRAPARTS CATALOGUE PLANNING DATA VS側溝 〈自由勾配側溝〉(T-25) 形状・寸法 重量表 勾配自在な側溝としてあらゆる目的に使用できます。 水路幅 700~1000 縦断用 ■寸法・重量表 呼 称 a×h d d1 10 e2 e1 a a1 h2 H h1 B S e a 50 R C1 L=2000 ±5 30 495 10 f1 f2 f2 10 495 150 775 150 775 150 寸        法(mm) 参考重量 (kg) B H a a1 h c1 d d1 e e1 e2 f1 f2 h1 h2 s R 700× 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 800× 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 900× 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 1000×1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 許容寸法 1087 1164 1242 1320 1397 1475 1557 1635 1713 1790 1868 1279 1361 1444 1526 1608 1691 1778 1860 1942 2025 2107 1483 1570 1657 1744 1831 1918 2010 2097 2184 2271 2358 1705 1797 1889 1980 2072 2164 2261 2352 2444 2536 2627 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 1010 1110 1210 1310 1410 1510 1610 1710 1810 1910 2010 1120 1220 1320 1420 1520 1620 1720 1820 1920 2020 2120 1230 1330 1430 1530 1630 1730 1830 1930 2030 2130 2230 ±7 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 ±7 970 970 970 970 970 970 970 970 970 970 970 1080 1080 1080 1080 1080 1080 1080 1080 1080 1080 1080 1190 1190 1190 1190 1190 1190 1190 1190 1190 1190 1190 1300 1300 1300 1300 1300 1300 1300 1300 1300 1300 1300 ±7 700 700 700 700 700 700 700 700 700 700 700 800 800 800 800 800 800 800 800 800 800 800 900 900 900 900 900 900 900 900 900 900 900 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 ±7 150 150 150 150 150 150 150 150 150 150 150 160 160 160 160 160 160 160 160 160 160 160 170 170 170 170 170 170 170 170 170 170 170 180 180 180 180 180 180 180 180 180 180 180 ±4 70 70 70 70 70 70 70 70 70 70 70 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 80 80 80 80 80 80 80 80 80 80 80 +4-2 135 135 135 135 135 135 135 135 135 135 135 140 140 140 140 140 140 140 140 140 140 140 145 145 145 145 145 145 145 145 145 145 145 150 150 150 150 150 150 150 150 150 150 150 65 65 65 65 65 65 65 65 65 65 65 70 70 70 70 70 70 70 70 70 70 70 75 75 75 75 75 75 75 75 75 75 75 80 80 80 80 80 80 80 80 80 80 80 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 150 150 150 150 150 150 150 150 150 150 150 160 160 160 160 160 160 160 160 160 160 160 170 170 170 170 170 170 170 170 170 170 170 180 180 180 180 180 180 180 180 180 180 180 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 70 70 70 70 70 70 70 70 70 70 70 80 80 80 80 80 80 80 80 80 80 80 90 90 90 90 90 90 90 90 90 90 90 100 100 100 100 100 100 100 100 100 100 100 670 670 670 670 670 670 666 666 666 666 666 768 768 768 768 768 768 764 764 764 764 764 866 866 866 866 866 866 862 862 862 862 862 964 964 964 964 964 964 960 960 960 960 960 -7 70 70 70 70 70 70 72 72 72 72 72 71 71 71 71 71 71 73 73 73 73 73 77 77 77 77 77 77 79 79 79 79 79 78 78 78 78 78 78 80 80 80 80 80 100 100 100 100 100 100 150 150 150 150 150 100 100 100 100 100 100 150 150 150 150 150 100 100 100 100 100 100 150 150 150 150 150 100 100 100 100 100 100 150 150 150 150 150 ※L=1000の製品も製作致します。(この場合は暗渠になります。) ■正面図 ■側面図 ■断面図

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Page 1: IINFRAPARTS CATALOGUE VS側溝24 インフラパーツ設計データカタログ I INFRAPARTS CATALOGUE PLANNING DATA VS側溝〈自由勾配側溝〉(T-25) VS側溝 形状・寸法

■ インフラパーツ設計データカタログ24

IINFRAPARTSCATALOGUEPLANNING DATA

VS側溝〈自由勾配側溝〉(T-25)VS側溝

形状・寸法重量表

勾配自在な側溝としてあらゆる目的に使用できます。

水路幅700~1000

縦断用

■寸法・重量表呼 称a×h

d d1

10

e2

e1

a

a1

h2

H

h1

B

S

e a

50R

hC

1

L=2000 ±530 495 10

f1

f2f2

10 495

150775

150775

150

寸        法(mm) 参考重量(kg)B H a a1 h c1 d d1 e e1 e2 f1 f2 h1 h2 sR

700× 700800900

10001100120013001400150016001700

800× 800900

100011001200130014001500160017001800

900× 9001000110012001300140015001600170018001900

1000×10001100120013001400150016001700180019002000

許容寸法

10871164124213201397147515571635171317901868127913611444152616081691177818601942202521071483157016571744183119182010209721842271235817051797188919802072216422612352244425362627

9001000110012001300140015001600170018001900101011101210131014101510161017101810191020101120122013201420152016201720182019202020212012301330143015301630173018301930203021302230

±7

700800900

10001100120013001400150016001700800900

100011001200130014001500160017001800900

100011001200130014001500160017001800190010001100120013001400150016001700180019002000

±7

970970970970970970970970970970970

108010801080108010801080108010801080108010801190119011901190119011901190119011901190119013001300130013001300130013001300130013001300

±7

700700700700700700700700700700700800800800800800800800800800800800900900900900900900900900900900900

10001000100010001000100010001000100010001000

±7

150150150150150150150150150150150160160160160160160160160160160160170170170170170170170170170170170180180180180180180180180180180180±4

7070707070707070707070757575757575757575757575757575757575757575758080808080808080808080- - - - - - - - - - -+4-2

135135135135135135135135135135135140140140140140140140140140140140145145145145145145145145145145145150150150150150150150150150150150

6565656565656565656565707070707070707070707075757575757575757575758080808080808080808080

7070707070707070707070707070707070707070707070707070707070707070707070707070707070707070

120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120

4040404040404040404040404040404040404040404040404040404040404040404040404040404040404040

150150150150150150150150150150150160160160160160160160160160160160170170170170170170170170170170170180180180180180180180180180180180

8080808080808080808080808080808080808080808080808080808080808080808080808080808080808080

707070707070707070707080808080808080808080809090909090909090909090

100100100100100100100100100100100

670670670670670670666666666666666768768768768768768764764764764764866866866866866866862862862862862964964964964964964960960960960960-7

7070707070707272727272717171717171737373737377777777777779797979797878787878788080808080

100100100100100100150150150150150100100100100100100150150150150150100100100100100100150150150150150100100100100100100150150150150150

※L=1000の製品も製作致します。(この場合は暗渠になります。)

■正面図 ■側面図 ■断面図

形状・寸法重量表

水路幅700~1000

横断用■正面図 ■側面図 ■断面図

※L=1000の製品も製作致します。(この場合は暗渠になります。)■寸法・重量表

呼 称a×h

寸        法(mm) 参考重量(kg)B H c1 d

700× 700800900

10001100120013001400150016001700

800× 800900

100011001200130014001500160017001800

900× 9001000110012001300140015001600170018001900

1000×10001100120013001400150016001700180019002000

13701500163017501880201021302260239025202640162017501890202021502280241025402680281029401870201021502280242025502690283029603100324021502290243025802720286030003140328034203560

9001000110012001300140015001600170018001900101011101210131014101510161017101810191020101120122013201420152016201720182019202020212012301330143015301630173018301930203021302230

970970970970970970970970970970970

108010801080108010801080108010801080108010801190119011901190119011901190119011901190119013001300130013001300130013001300130013001300

150150150150150150150150150150150160160160160160160160160160160160170170170170170170170170170170170180180180180180180180180180180180

7979797979797979797979848484848484848484848489898989898989898989899494949494949494949494

d1

73.773.773.773.773.773.773.773.773.773.773.775.575.575.575.575.575.575.575.575.575.575.574.074.074.074.074.074.074.074.074.074.074.079.779.779.779.779.779.779.779.779.779.779.7

e135135135135135135135135135135135140140140140140140140140140140140145145145145145145145145145145145150150150150150150150150150150150

f142142142142142142142142142142142142142142142142142142142142142142162162162162162162162162162162162162162162162162162162162162162162

s707070707070707070707080808080808080808080809090909090909090909090

100100100100100100100100100100100

10 1010495 1030 495L=2000

ae

s

hc1

d1 d

50

a

f

H

グレーチング(ボルト固定)

Page 2: IINFRAPARTS CATALOGUE VS側溝24 インフラパーツ設計データカタログ I INFRAPARTS CATALOGUE PLANNING DATA VS側溝〈自由勾配側溝〉(T-25) VS側溝 形状・寸法

インフラパーツ設計データカタログ ■ 25

側溝関連I INFRAPARTSCATALOGUEPLANNING DATA

維持管理関連

道路関連

管渠類

擁壁類

河川関連

基礎類

景観関連

その他

側溝関連

貯水槽関連

VS側溝〈自由勾配側溝〉(T-25)VS側溝

形状・寸法重量表

勾配自在な側溝としてあらゆる目的に使用できます。

水路幅700~1000

縦断用

■寸法・重量表呼 称a×h

d d1

10

e2

e1

a

a1

h2

H

h1

B

S

e a

50R

hC

1

L=2000 ±530 495 10

f1

f2f2

10 495

150775

150775

150

寸        法(mm) 参考重量(kg)B H a a1 h c1 d d1 e e1 e2 f1 f2 h1 h2 sR

700× 700800900

10001100120013001400150016001700

800× 800900

100011001200130014001500160017001800

900× 9001000110012001300140015001600170018001900

1000×10001100120013001400150016001700180019002000

許容寸法

10871164124213201397147515571635171317901868127913611444152616081691177818601942202521071483157016571744183119182010209721842271235817051797188919802072216422612352244425362627

9001000110012001300140015001600170018001900101011101210131014101510161017101810191020101120122013201420152016201720182019202020212012301330143015301630173018301930203021302230

±7

700800900

10001100120013001400150016001700800900

100011001200130014001500160017001800900

100011001200130014001500160017001800190010001100120013001400150016001700180019002000

±7

970970970970970970970970970970970

108010801080108010801080108010801080108010801190119011901190119011901190119011901190119013001300130013001300130013001300130013001300

±7

700700700700700700700700700700700800800800800800800800800800800800900900900900900900900900900900900

10001000100010001000100010001000100010001000

±7

150150150150150150150150150150150160160160160160160160160160160160170170170170170170170170170170170180180180180180180180180180180180±4

7070707070707070707070757575757575757575757575757575757575757575758080808080808080808080- - - - - - - - - - -+4-2

135135135135135135135135135135135140140140140140140140140140140140145145145145145145145145145145145150150150150150150150150150150150

6565656565656565656565707070707070707070707075757575757575757575758080808080808080808080

7070707070707070707070707070707070707070707070707070707070707070707070707070707070707070

120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120120

4040404040404040404040404040404040404040404040404040404040404040404040404040404040404040

150150150150150150150150150150150160160160160160160160160160160160170170170170170170170170170170170180180180180180180180180180180180

8080808080808080808080808080808080808080808080808080808080808080808080808080808080808080

707070707070707070707080808080808080808080809090909090909090909090

100100100100100100100100100100100

670670670670670670666666666666666768768768768768768764764764764764866866866866866866862862862862862964964964964964964960960960960960-7

7070707070707272727272717171717171737373737377777777777779797979797878787878788080808080

100100100100100100150150150150150100100100100100100150150150150150100100100100100100150150150150150100100100100100100150150150150150

※L=1000の製品も製作致します。(この場合は暗渠になります。)

■正面図 ■側面図 ■断面図

形状・寸法重量表

水路幅700~1000

横断用■正面図 ■側面図 ■断面図

※L=1000の製品も製作致します。(この場合は暗渠になります。)■寸法・重量表

呼 称a×h

寸        法(mm) 参考重量(kg)B H c1 d

700× 700800900

10001100120013001400150016001700

800× 800900

100011001200130014001500160017001800

900× 9001000110012001300140015001600170018001900

1000×10001100120013001400150016001700180019002000

13701500163017501880201021302260239025202640162017501890202021502280241025402680281029401870201021502280242025502690283029603100324021502290243025802720286030003140328034203560

9001000110012001300140015001600170018001900101011101210131014101510161017101810191020101120122013201420152016201720182019202020212012301330143015301630173018301930203021302230

970970970970970970970970970970970

108010801080108010801080108010801080108010801190119011901190119011901190119011901190119013001300130013001300130013001300130013001300

150150150150150150150150150150150160160160160160160160160160160160170170170170170170170170170170170180180180180180180180180180180180

7979797979797979797979848484848484848484848489898989898989898989899494949494949494949494

d1

73.773.773.773.773.773.773.773.773.773.773.775.575.575.575.575.575.575.575.575.575.575.574.074.074.074.074.074.074.074.074.074.074.079.779.779.779.779.779.779.779.779.779.779.7

e135135135135135135135135135135135140140140140140140140140140140140145145145145145145145145145145145150150150150150150150150150150150

f142142142142142142142142142142142142142142142142142142142142142142162162162162162162162162162162162162162162162162162162162162162162

s707070707070707070707080808080808080808080809090909090909090909090

100100100100100100100100100100100

10 1010495 1030 495L=2000

ae

s

hc1

d1 d

50

a

f

H

グレーチング(ボルト固定)

Page 3: IINFRAPARTS CATALOGUE VS側溝24 インフラパーツ設計データカタログ I INFRAPARTS CATALOGUE PLANNING DATA VS側溝〈自由勾配側溝〉(T-25) VS側溝 形状・寸法

■ インフラパーツ設計データカタログ26

IINFRAPARTSCATALOGUEPLANNING DATA VS側溝

車道用軽荷重用

蓋版 車道用

形状・寸法重量表

標準基礎構造

形状・寸法基礎寸法表

480

500

ta

25

1011

010

a1

■寸法・重量表

呼 称a a1 d1 t t1

参考重量(kg)

寸    法(mm)

700800900

1000許容差

820920

10301130

±3

800900

10101110

±3

150160170180±3

137165196228

――――-

――――-

L500500500500±3

縦断用

横断用

■基礎寸法表(インバートコンクリート後打方式)

■平面図 ■側面図

呼 称基 礎 工

(10m当り)

b(mm)

b1(mm)

t1(mm)

t2(mm)

基礎コンクリート(m3)

基礎材(m2)

基礎型枠(m2)

本体(本)

700× 700~1700800× 800~1800900× 900~1900

1000×1000~2000700× 700~1700800× 800~1800900× 900~1900

1000×1000~2000

970108011901300970

108011901300

10701180129014001070118012901400

120140160180150150200200

10.7011.8012.9014.0010.7011.8012.9014.00

55555555

150150150150150150150150

1.2841.6522.0642.5201.6051.7702.5802.800

2.402.803.203.603.003.004.004.00

形状・寸法張り出し部寸法表

片土圧による土留工法水路幅

700~1000

■張り出し部の寸法表

400450600600700700800800900900950500500600600700700800800900900950450500600700700800800900900

10001000500600600700700800800900900

10001000

14701520167016701770177018701870197019702020168016801780178018801880198019802080208021301740179018901990199020902090219021902290229019002000200021002100220022002300230024002400

120120120120120120120120120120120140140140140140140140140140140140160160160160160160160160160160160180180180180180180180180180180180

150150150150150150150150150200200150150150150150150150150200200200150150150150150150150200200200200150150150150150150200200200200200

11351185133513351435143515351535163516351685134013401440144015401540164016401740174017901395144515451645164517451745184518451945194515501650165017501750185018501950195020502050

14.7015.2016.7016.7017.7017.7018.7018.7019.7019.7020.2016.8016.8017.8017.8018.8018.8019.8019.8020.8020.8021.3017.4017.9018.9019.9019.9020.9020.9021.9021.9022.9022.9019.0020.0020.0021.0021.0022.0022.0023.0023.0024.0024.00

1.7641.8242.0042.0042.1242.1242.2442.2442.3642.3642.4242.3522.3522,4922.4922.6322.6322.7722.7722.9122.9122.9822.7842.8643.0243.1843.1843.3443.3443.5043.5043.6643.6643.4203.6003.6003.7803.7803.9603.9604.1404.1404.3204.320

0.6000.6750.9000.9001.0501.0501.2001.2001.3501.8001.9000.7500.7500.9000.9001.0501.0501.2001.2001.8001.8001.9000.6800.7500.9001.0501.0501.2001.2001.8001.8002.0002.0000.7500.9000.9001.0501.0501.2001.6001.8001.8002.0002.000

1.501.501.501.501.501.501.501.501.502.002.001.501.501.501.501.501.501.501.502.002.002.001.501.501.501.501.501.501.502.002.002.002.001.501.501.501.501.501.502.002.002.002.002.00

2.402.402.402.402.402.402.402.402.402.402.402.802.802.802.802.802.802.802.802.802.802.803.203.203.203.203.203.203.203.203.203.203.203.603.603.603.603.603.603.603.603.603.603.60

呼 称a×c

寸  法(mm) 基礎コンクリート(m3)

同左型枠(m2)

張出コンクリート(m3)

同左型枠(m2)

基礎材(m2)s b b1 t1 t2 t3

(10m当り)

700× 700 800 90010001100120013001400150016001700

800× 800900

100011001200130014001500160017001800

900× 9001000110012001300140015001600170018001900

1000×10001100120013001400150016001700180019002000

150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150

基礎コンクリート

基礎材

b1b

t150

以上

t2

インバートコンクリート

片土圧による土留工法(縦断用)○VS側溝を土留として兼用する場合は、張り出し部を設けて安定を確保します。

■標準敷設図(700~1000) 

sb1

50

50

50

a

c

100以

t 3t2

t1

b

T-25

インバートコンクリート(σck=24N/mm2以上)

鉄筋D13@500

張出コンクリート(σck=24N/mm2以上)

鉄筋D13以上※基礎コンクリート厚は標準と同じです

鉄筋挿入孔φ20

35

2505002000500500250

Page 4: IINFRAPARTS CATALOGUE VS側溝24 インフラパーツ設計データカタログ I INFRAPARTS CATALOGUE PLANNING DATA VS側溝〈自由勾配側溝〉(T-25) VS側溝 形状・寸法

インフラパーツ設計データカタログ ■ 27

側溝関連I INFRAPARTSCATALOGUEPLANNING DATA

維持管理関連

道路関連

管渠類

擁壁類

河川関連

基礎類

景観関連

その他

側溝関連

貯水槽関連

VS側溝

車道用軽荷重用

蓋版 車道用

形状・寸法重量表

標準基礎構造

形状・寸法基礎寸法表

480

500

ta

25

1011

010

a1

■寸法・重量表

呼 称a a1 d1 t t1

参考重量(kg)

寸    法(mm)

700800900

1000許容差

820920

10301130

±3

800900

10101110

±3

150160170180±3

137165196228

――――-

――――-

L500500500500±3

縦断用

横断用

■基礎寸法表(インバートコンクリート後打方式)

■平面図 ■側面図

呼 称基 礎 工

(10m当り)

b(mm)

b1(mm)

t1(mm)

t2(mm)

基礎コンクリート(m3)

基礎材(m2)

基礎型枠(m2)

本体(本)

700× 700~1700800× 800~1800900× 900~1900

1000×1000~2000700× 700~1700800× 800~1800900× 900~1900

1000×1000~2000

970108011901300970

108011901300

10701180129014001070118012901400

120140160180150150200200

10.7011.8012.9014.0010.7011.8012.9014.00

55555555

150150150150150150150150

1.2841.6522.0642.5201.6051.7702.5802.800

2.402.803.203.603.003.004.004.00

形状・寸法張り出し部寸法表

片土圧による土留工法水路幅

700~1000

■張り出し部の寸法表

400450600600700700800800900900950500500600600700700800800900900950450500600700700800800900900

10001000500600600700700800800900900

10001000

14701520167016701770177018701870197019702020168016801780178018801880198019802080208021301740179018901990199020902090219021902290229019002000200021002100220022002300230024002400

120120120120120120120120120120120140140140140140140140140140140140160160160160160160160160160160160180180180180180180180180180180180

150150150150150150150150150200200150150150150150150150150200200200150150150150150150150200200200200150150150150150150200200200200200

11351185133513351435143515351535163516351685134013401440144015401540164016401740174017901395144515451645164517451745184518451945194515501650165017501750185018501950195020502050

14.7015.2016.7016.7017.7017.7018.7018.7019.7019.7020.2016.8016.8017.8017.8018.8018.8019.8019.8020.8020.8021.3017.4017.9018.9019.9019.9020.9020.9021.9021.9022.9022.9019.0020.0020.0021.0021.0022.0022.0023.0023.0024.0024.00

1.7641.8242.0042.0042.1242.1242.2442.2442.3642.3642.4242.3522.3522,4922.4922.6322.6322.7722.7722.9122.9122.9822.7842.8643.0243.1843.1843.3443.3443.5043.5043.6643.6643.4203.6003.6003.7803.7803.9603.9604.1404.1404.3204.320

0.6000.6750.9000.9001.0501.0501.2001.2001.3501.8001.9000.7500.7500.9000.9001.0501.0501.2001.2001.8001.8001.9000.6800.7500.9001.0501.0501.2001.2001.8001.8002.0002.0000.7500.9000.9001.0501.0501.2001.6001.8001.8002.0002.000

1.501.501.501.501.501.501.501.501.502.002.001.501.501.501.501.501.501.501.502.002.002.001.501.501.501.501.501.501.502.002.002.002.001.501.501.501.501.501.502.002.002.002.002.00

2.402.402.402.402.402.402.402.402.402.402.402.802.802.802.802.802.802.802.802.802.802.803.203.203.203.203.203.203.203.203.203.203.203.603.603.603.603.603.603.603.603.603.603.60

呼 称a×c

寸  法(mm) 基礎コンクリート(m3)

同左型枠(m2)

張出コンクリート(m3)

同左型枠(m2)

基礎材(m2)s b b1 t1 t2 t3

(10m当り)

700× 700 800 90010001100120013001400150016001700

800× 800900

100011001200130014001500160017001800

900× 9001000110012001300140015001600170018001900

1000×10001100120013001400150016001700180019002000

150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150150

基礎コンクリート

基礎材

b1b

t150

以上

t2

インバートコンクリート

片土圧による土留工法(縦断用)○VS側溝を土留として兼用する場合は、張り出し部を設けて安定を確保します。

■標準敷設図(700~1000) 

sb1

50

50

50

a

c

100以

t3t2

t1

b

T-25

インバートコンクリート(σck=24N/mm2以上)

鉄筋D13@500

張出コンクリート(σck=24N/mm2以上)

鉄筋D13以上※基礎コンクリート厚は標準と同じです

鉄筋挿入孔φ20

35

2505002000500500250