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圖冊：第四篇第十冊第二分冊第一部分圖號：BJM14-04-10-02-SS-JG01-015A、016A、017A、028B、附圖二~附圖五鋼支撐計(jì)算明細(xì)表—第二～四道,,,,,,,,,,
第二～四道1350（活動端）+6000*3+5000+300=24650,,,,,,,,,,直撐2-1#
序號,規(guī)格,長度（mm）,寬（mm）,厚（mm）,個(gè)數(shù),理論質(zhì)量(kg/m),單塊重量(kg),總重量(kg),備注,
,,,,,,,,,,,
標(biāo)準(zhǔn)段6000mm,,,,,,,,4754.700,,
10,鋼管（壁厚16mm）,5950,,16,3,234,1392.300,4176.900,"3根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,6,3468,86.700,520.200,,
12,三角鋼板120*75*16/2,120,75,16,96,,0.600,57.600,,
標(biāo)準(zhǔn)段5000mm,,,,,,,,1350.900,,
10,鋼管（壁厚16mm）,4950,,16,1,234,1158.300,1158.300,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
標(biāo)準(zhǔn)段300mm,,,,,,,,295.900,,
17,鋼管（壁厚16mm）,250,,16,1,234,58.500,58.500,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
16,加強(qiáng)筋250*65*16,250,65,16,32,,2.000,64.000,,
活動端1350mm,,,,,,,,961.230,,
1,鋼板（1000*1863*16）,1000,1863,16,1,234,234.000,234.000,,
2,法蘭（外徑750，內(nèi)徑520）,25,,,1,1800.9,45.02,45.02,鋼支撐節(jié)點(diǎn)圖一,
3,墊板1（40*530*577）,577,530,40,1,96.02,96.02,96.02,,
4,隔板1（16*225*530）,225,530,16,4,15.0,15.00,60.00,,
5,隔板2（16*133*530）,133,530,16,4,8.9,8.900,35.600,,
6,隔板3（16*144*530）,144,530,16,2,9.6,9.6,19.2,,
7,隔板4（20*290*530）,290,530,20,2,24.1,24.1,48.3,,
8,三角鋼板120*75*16/2,120,75,16,16,,0.600,9.600,,
9,墊板2（322*170*30）,322,170,30,2,,11.775,23.6,,
1,隔板（45*420*500）,500,420,45,1,,74.2,74.2,鋼支撐節(jié)點(diǎn)圖三,
2,槽鋼[28C*1268,1268,,,2,,51.000,102.0,,
3,三角鋼板420*285*20/2,420,285,20,4,,9.390,37.6,,
4,底板（600*600*40）,600,600,40,1,,113.04,113.0,,
5,連扳（210*50*16）,210,50,16,2,,1.300,2.6,,
6,加強(qiáng)筋（1268*254*12）,1268,254,12,2,,30.300,60.600,,
合計(jì),,4754.7+1350.9+295.9+961.23,,,,,,7362.730,,
第二～四道1350（活動端）+6000*3+1000+500+200=21050,,,,,,,,,,直撐2-2#~17#
序號,規(guī)格,長度（mm）,寬（mm）,厚（mm）,個(gè)數(shù),理論質(zhì)量(kg/m),單塊重量(kg),總重量(kg),備注,
,,,,,,,,,,,
標(biāo)準(zhǔn)段6000mm,,,,,,,,4754.700,,
10,鋼管（壁厚16mm）,5950,,16,3,234,1392.300,4176.900,"3根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,6,3468,86.700,520.200,,
12,三角鋼板120*75*16/2,120,75,16,96,,0.600,57.600,,
標(biāo)準(zhǔn)段1000mm,,,,,,,,414.900,,
10,鋼管（壁厚16mm）,950,,16,1,234,222.300,222.300,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
標(biāo)準(zhǔn)段500mm,,,,,,,,297.900,,
10,鋼管（壁厚16mm）,450,,16,1,234,105.300,105.300,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
標(biāo)準(zhǔn)段200mm,,,,,,,,246.900,,
17,鋼管（壁厚16mm）,150,,16,1,234,35.100,35.100,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
16,加強(qiáng)筋150*65*16,150,65,16,32,,1.200,38.400,,
活動端1350mm,,,,,,,,961.230,,
1,鋼板（1000*1863*16）,1000,1863,16,1,234,234.000,234.000,,
2,法蘭（外徑750，內(nèi)徑520）,25,,,1,1800.9,45.02,45.02,鋼支撐節(jié)點(diǎn)圖一,
3,墊板1（40*530*577）,577,530,40,1,96.02,96.02,96.02,,
4,隔板1（16*225*530）,225,530,16,4,15.0,15.00,60.00,,
5,隔板2（16*133*530）,133,530,16,4,8.9,8.900,35.600,,
6,隔板3（16*144*530）,144,530,16,2,9.6,9.6,19.2,,
7,隔板4（20*290*530）,290,530,20,2,24.1,24.1,48.3,,
8,三角鋼板120*75*16/2,120,75,16,16,,0.600,9.600,,
9,墊板2（322*170*30）,322,170,30,2,,11.775,23.6,,
1,隔板（45*420*500）,500,420,45,1,,74.2,74.2,鋼支撐節(jié)點(diǎn)圖三,
2,槽鋼[28C*1268,1268,,,2,,51.000,102.0,,
3,三角鋼板420*285*20/2,420,285,20,4,,9.390,37.6,,
4,底板（600*600*40）,600,600,40,1,,113.04,113.0,,
5,連扳（210*50*16）,210,50,16,2,,1.300,2.6,,
6,加強(qiáng)筋（1268*254*12）,1268,254,12,2,,30.300,60.600,,
合計(jì),,4754.7+414.9+297.9+246.9+961.23,,,,,,6675.630,,
第二～四道1350（活動端）+6000*3+1000+300=20650,,,,,,,,,,直撐2-18#~28#，32#~37#
序號,規(guī)格,長度（mm）,寬（mm）,厚（mm）,個(gè)數(shù),理論質(zhì)量(kg/m),單塊重量(kg),總重量(kg),備注,
,,,,,,,,,,,
標(biāo)準(zhǔn)段6000mm,,,,,,,,4754.700,,
10,鋼管（壁厚16mm）,5950,,16,3,234,1392.300,4176.900,"3根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,6,3468,86.700,520.200,,
12,三角鋼板120*75*16/2,120,75,16,96,,0.600,57.600,,
標(biāo)準(zhǔn)段1000mm,,,,,,,,414.900,,
10,鋼管（壁厚16mm）,950,,16,1,234,222.300,222.300,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
標(biāo)準(zhǔn)段300mm,,,,,,,,295.900,,
17,鋼管（壁厚16mm）,250,,16,1,234,58.500,58.500,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
16,加強(qiáng)筋250*65*16,250,65,16,32,,2.000,64.000,,
活動端1350mm,,,,,,,,961.230,,
1,鋼板（1000*1863*16）,1000,1863,16,1,234,234.000,234.000,,
2,法蘭（外徑750，內(nèi)徑520）,25,,,1,1800.9,45.02,45.02,鋼支撐節(jié)點(diǎn)圖一,
3,墊板1（40*530*577）,577,530,40,1,96.02,96.02,96.02,,
4,隔板1（16*225*530）,225,530,16,4,15.0,15.00,60.00,,
5,隔板2（16*133*530）,133,530,16,4,8.9,8.900,35.600,,
6,隔板3（16*144*530）,144,530,16,2,9.6,9.6,19.2,,
7,隔板4（20*290*530）,290,530,20,2,24.1,24.1,48.3,,
8,三角鋼板120*75*16/2,120,75,16,16,,0.600,9.600,,
9,墊板2（322*170*30）,322,170,30,2,,11.775,23.6,,
1,隔板（45*420*500）,500,420,45,1,,74.2,74.2,鋼支撐節(jié)點(diǎn)圖三,
2,槽鋼[28C*1268,1268,,,2,,51.000,102.0,,
3,三角鋼板420*285*20/2,420,285,20,4,,9.390,37.6,,
4,底板（600*600*40）,600,600,40,1,,113.04,113.0,,
5,連扳（210*50*16）,210,50,16,2,,1.300,2.6,,
6,加強(qiáng)筋（1268*254*12）,1268,254,12,2,,30.300,60.600,,
合計(jì),,4754.7+414.9+295.9+961.23,,,,,,6426.730,,
第二～四道1350（活動端）+6000*3+1000+800=21150,,,,,,,,,,直撐2-29#~31#
序號,規(guī)格,長度（mm）,寬（mm）,厚（mm）,個(gè)數(shù),理論質(zhì)量(kg/m),單塊重量(kg),總重量(kg),備注,
,,,,,,,,,,,
標(biāo)準(zhǔn)段6000mm,,,,,,,,4754.700,,
10,鋼管（壁厚16mm）,5950,,16,3,234,1392.300,4176.900,"3根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,6,3468,86.700,520.200,,
12,三角鋼板120*75*16/2,120,75,16,96,,0.600,57.600,,
標(biāo)準(zhǔn)段1000mm,,,,,,,,414.900,,
10,鋼管（壁厚16mm）,950,,16,1,234,222.300,222.300,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
標(biāo)準(zhǔn)段800mm,,,,,,,,368.100,,
10,鋼管（壁厚16mm）,750,,16,1,234,175.500,175.500,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
活動端1350mm,,,,,,,,961.230,,
1,鋼板（1000*1863*16）,1000,1863,16,1,234,234.000,234.000,,
2,法蘭（外徑750，內(nèi)徑520）,25,,,1,1800.9,45.02,45.02,鋼支撐節(jié)點(diǎn)圖一,
3,墊板1（40*530*577）,577,530,40,1,96.02,96.02,96.02,,
4,隔板1（16*225*530）,225,530,16,4,15.0,15.00,60.00,,
5,隔板2（16*133*530）,133,530,16,4,8.9,8.900,35.600,,
6,隔板3（16*144*530）,144,530,16,2,9.6,9.6,19.2,,
7,隔板4（20*290*530）,290,530,20,2,24.1,24.1,48.3,,
8,三角鋼板120*75*16/2,120,75,16,16,,0.600,9.600,,
9,墊板2（322*170*30）,322,170,30,2,,11.775,23.6,,
1,隔板（45*420*500）,500,420,45,1,,74.2,74.2,鋼支撐節(jié)點(diǎn)圖三,
2,槽鋼[28C*1268,1268,,,2,,51.000,102.0,,
3,三角鋼板420*285*20/2,420,285,20,4,,9.390,37.6,,
4,底板（600*600*40）,600,600,40,1,,113.04,113.0,,
5,連扳（210*50*16）,210,50,16,2,,1.300,2.6,,
6,加強(qiáng)筋（1268*254*12）,1268,254,12,2,,30.300,60.600,,
合計(jì),,4754.7+414.9+368.1+961.23,,,,,,6498.930,,
第二～四道1350（活動端）+6000*3+1000+600=20950,,,,,,,,,,直撐1-38#~47#
序號,規(guī)格,長度（mm）,寬（mm）,厚（mm）,個(gè)數(shù),理論質(zhì)量(kg/m),單塊重量(kg),總重量(kg),備注,
,,,,,,,,,,,
標(biāo)準(zhǔn)段6000mm,,,,,,,,4754.700,,
10,鋼管（壁厚16mm）,5950,,16,3,234,1392.300,4176.900,"3根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,6,3468,86.700,520.200,,
12,三角鋼板120*75*16/2,120,75,16,96,,0.600,57.600,,
標(biāo)準(zhǔn)段1000mm,,,,,,,,414.900,,
10,鋼管（壁厚16mm）,950,,16,1,234,222.300,222.300,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
標(biāo)準(zhǔn)段600mm,,,,,,,,321.300,,
10,鋼管（壁厚16mm）,550,,16,1,234,128.700,128.700,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
活動端1350mm,,,,,,,,961.230,,
1,鋼板（1000*1863*16）,1000,1863,16,1,234,234.000,234.000,,
2,法蘭（外徑750，內(nèi)徑520）,25,,,1,1800.9,45.02,45.02,鋼支撐節(jié)點(diǎn)圖一,
3,墊板1（40*530*577）,577,530,40,1,96.02,96.02,96.02,,
4,隔板1（16*225*530）,225,530,16,4,15.0,15.00,60.00,,
5,隔板2（16*133*530）,133,530,16,4,8.9,8.900,35.600,,
6,隔板3（16*144*530）,144,530,16,2,9.6,9.6,19.2,,
7,隔板4（20*290*530）,290,530,20,2,24.1,24.1,48.3,,
8,三角鋼板120*75*16/2,120,75,16,16,,0.600,9.600,,
9,墊板2（322*170*30）,322,170,30,2,,11.775,23.6,,
1,隔板（45*420*500）,500,420,45,1,,74.2,74.2,鋼支撐節(jié)點(diǎn)圖三,
2,槽鋼[28C*1268,1268,,,2,,51.000,102.0,,
3,三角鋼板420*285*20/2,420,285,20,4,,9.390,37.6,,
4,底板（600*600*40）,600,600,40,1,,113.04,113.0,,
5,連扳（210*50*16）,210,50,16,2,,1.300,2.6,,
6,加強(qiáng)筋（1268*254*12）,1268,254,12,2,,30.300,60.600,,
合計(jì),,4754.7+414.9+321.3+961.23,,,,,,6452.130,,
第二～四道1350（活動端）+6000*3+5000=24350,,,,,,,,,,直撐2-48#
序號,規(guī)格,長度（mm）,寬（mm）,厚（mm）,個(gè)數(shù),理論質(zhì)量(kg/m),單塊重量(kg),總重量(kg),備注,
,,,,,,,,,,,
標(biāo)準(zhǔn)段6000mm,,,,,,,,4754.700,,
10,鋼管（壁厚16mm）,5950,,16,3,234,1392.300,4176.900,"3根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,6,3468,86.700,520.200,,
12,三角鋼板120*75*16/2,120,75,16,96,,0.600,57.600,,
標(biāo)準(zhǔn)段5000mm,,,,,,,,1350.900,,
10,鋼管（壁厚16mm）,4950,,16,1,234,1158.300,1158.300,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
活動端1350mm,,,,,,,,961.230,,
1,鋼板（1000*1863*16）,1000,1863,16,1,234,234.000,234.000,,
2,法蘭（外徑750，內(nèi)徑520）,25,,,1,1800.9,45.02,45.02,鋼支撐節(jié)點(diǎn)圖一,
3,墊板1（40*530*577）,577,530,40,1,96.02,96.02,96.02,,
4,隔板1（16*225*530）,225,530,16,4,15.0,15.00,60.00,,
5,隔板2（16*133*530）,133,530,16,4,8.9,8.900,35.600,,
6,隔板3（16*144*530）,144,530,16,2,9.6,9.6,19.2,,
7,隔板4（20*290*530）,290,530,20,2,24.1,24.1,48.3,,
8,三角鋼板120*75*16/2,120,75,16,16,,0.600,9.600,,
9,墊板2（322*170*30）,322,170,30,2,,11.775,23.6,,
1,隔板（45*420*500）,500,420,45,1,,74.2,74.2,鋼支撐節(jié)點(diǎn)圖三,
2,槽鋼[28C*1268,1268,,,2,,51.000,102.0,,
3,三角鋼板420*285*20/2,420,285,20,4,,9.390,37.6,,
4,底板（600*600*40）,600,600,40,1,,113.04,113.0,,
5,連扳（210*50*16）,210,50,16,2,,1.300,2.6,,
6,加強(qiáng)筋（1268*254*12）,1268,254,12,2,,30.300,60.600,,
合計(jì),,4754.7+1350.9+961.23,,,,,,7066.830,,
第二～四道400*2（鋼墊箱，單獨(dú)計(jì)算）+（活動端）1350+2000+300=4450,,,,,,,,,,斜撐2-1#
序號,規(guī)格,長度（mm）,寬（mm）,厚（mm）,個(gè)數(shù),理論質(zhì)量(kg/m),單塊重量(kg),總重量(kg),備注,
,,,,,,,,,,,
標(biāo)準(zhǔn)段2000mm,,,,,,,,648.900,,
10,鋼管（壁厚16mm）,1950,,16,1,234,456.300,456.300,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
標(biāo)準(zhǔn)段300mm,,,,,,,,295.900,,
17,鋼管（壁厚16mm）,250,,16,1,234,58.500,58.500,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
16,加強(qiáng)筋250*65*16,250,65,16,32,,2.000,64.000,,
活動端1350mm,,,,,,,,961.230,,
1,鋼板（1000*1863*16）,1000,1863,16,1,234,234.000,234.000,,
2,法蘭（外徑750，內(nèi)徑520）,25,,,1,1800.9,45.02,45.02,鋼支撐節(jié)點(diǎn)圖一,
3,墊板1（40*530*577）,577,530,40,1,96.02,96.02,96.02,,
4,隔板1（16*225*530）,225,530,16,4,15.0,15.00,60.00,,
5,隔板2（16*133*530）,133,530,16,4,8.9,8.900,35.600,,
6,隔板3（16*144*530）,144,530,16,2,9.6,9.6,19.2,,
7,隔板4（20*290*530）,290,530,20,2,24.1,24.1,48.3,,
8,三角鋼板120*75*16/2,120,75,16,16,,0.600,9.600,,
9,墊板2（322*170*30）,322,170,30,2,,11.775,23.6,,
1,隔板（45*420*500）,500,420,45,1,,74.2,74.2,鋼支撐節(jié)點(diǎn)圖三,
2,槽鋼[28C*1268,1268,,,2,,51.000,102.0,,
3,三角鋼板420*285*20/2,420,285,20,4,,9.390,37.6,,
4,底板（600*600*40）,600,600,40,1,,113.04,113.0,,
5,連扳（210*50*16）,210,50,16,2,,1.300,2.6,,
6,加強(qiáng)筋（1268*254*12）,1268,254,12,2,,30.300,60.600,,
合計(jì),,648.9+295.9+961.23,,,,,,1906.030,,
第二～四道400*2（鋼墊箱，單獨(dú)計(jì)算）+（活動端）1350+5000+900=8050,,,,,,,,,,斜撐2-2#
序號,規(guī)格,長度（mm）,寬（mm）,厚（mm）,個(gè)數(shù),理論質(zhì)量(kg/m),單塊重量(kg),總重量(kg),備注,
,,,,,,,,,,,
標(biāo)準(zhǔn)段5000mm,,,,,,,,1350.900,,
10,鋼管（壁厚16mm）,4950,,16,1,234,1158.300,1158.300,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
標(biāo)準(zhǔn)段900mm,,,,,,,,391.500,,
10,鋼管（壁厚16mm）,850,,16,1,234,198.900,198.900,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
活動端1350mm,,,,,,,,961.230,,
1,鋼板（1000*1863*16）,1000,1863,16,1,234,234.000,234.000,,
2,法蘭（外徑750，內(nèi)徑520）,25,,,1,1800.9,45.02,45.02,鋼支撐節(jié)點(diǎn)圖一,
3,墊板1（40*530*577）,577,530,40,1,96.02,96.02,96.02,,
4,隔板1（16*225*530）,225,530,16,4,15.0,15.00,60.00,,
5,隔板2（16*133*530）,133,530,16,4,8.9,8.900,35.600,,
6,隔板3（16*144*530）,144,530,16,2,9.6,9.6,19.2,,
7,隔板4（20*290*530）,290,530,20,2,24.1,24.1,48.3,,
8,三角鋼板120*75*16/2,120,75,16,16,,0.600,9.600,,
9,墊板2（322*170*30）,322,170,30,2,,11.775,23.6,,
1,隔板（45*420*500）,500,420,45,1,,74.2,74.2,鋼支撐節(jié)點(diǎn)圖三,
2,槽鋼[28C*1268,1268,,,2,,51.000,102.0,,
3,三角鋼板420*285*20/2,420,285,20,4,,9.390,37.6,,
4,底板（600*600*40）,600,600,40,1,,113.04,113.0,,
5,連扳（210*50*16）,210,50,16,2,,1.300,2.6,,
6,加強(qiáng)筋（1268*254*12）,1268,254,12,2,,30.300,60.600,,
合計(jì),,1350.9+391.5+961.23,,,,,,2703.630,,
第二～四道400*2（鋼墊箱，單獨(dú)計(jì)算）+（活動端）1350+6000+3000+600=11750,,,,,,,,,,斜撐2-3#
序號,規(guī)格,長度（mm）,寬（mm）,厚（mm）,個(gè)數(shù),理論質(zhì)量(kg/m),單塊重量(kg),總重量(kg),備注,
,,,,,,,,,,,
標(biāo)準(zhǔn)段6000mm,,,,,,,,1584.900,,
10,鋼管（壁厚16mm）,5950,,16,1,234,1392.300,1392.300,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
標(biāo)準(zhǔn)段3000mm,,,,,,,,882.900,,
10,鋼管（壁厚16mm）,2950,,16,1,234,690.300,690.300,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
標(biāo)準(zhǔn)段600mm,,,,,,,,321.300,,
10,鋼管（壁厚16mm）,550,,16,1,234,128.700,128.700,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
活動端1350mm,,,,,,,,961.230,,
1,鋼板（1000*1863*16）,1000,1863,16,1,234,234.000,234.000,,
2,法蘭（外徑750，內(nèi)徑520）,25,,,1,1800.9,45.02,45.02,鋼支撐節(jié)點(diǎn)圖一,
3,墊板1（40*530*577）,577,530,40,1,96.02,96.02,96.02,,
4,隔板1（16*225*530）,225,530,16,4,15.0,15.00,60.00,,
5,隔板2（16*133*530）,133,530,16,4,8.9,8.900,35.600,,
6,隔板3（16*144*530）,144,530,16,2,9.6,9.6,19.2,,
7,隔板4（20*290*530）,290,530,20,2,24.1,24.1,48.3,,
8,三角鋼板120*75*16/2,120,75,16,16,,0.600,9.600,,
9,墊板2（322*170*30）,322,170,30,2,,11.775,23.6,,
1,隔板（45*420*500）,500,420,45,1,,74.2,74.2,鋼支撐節(jié)點(diǎn)圖三,
2,槽鋼[28C*1268,1268,,,2,,51.000,102.0,,
3,三角鋼板420*285*20/2,420,285,20,4,,9.390,37.6,,
4,底板（600*600*40）,600,600,40,1,,113.04,113.0,,
5,連扳（210*50*16）,210,50,16,2,,1.300,2.6,,
6,加強(qiáng)筋（1268*254*12）,1268,254,12,2,,30.300,60.600,,
合計(jì),,1584.9+882.9+321.3+961.23,,,,,,3750.330,,
第二～四道400*2（鋼墊箱，單獨(dú)計(jì)算）+（活動端）1350+6000*2+1000+500+200=15850,,,,,,,,,,斜撐2-4#
序號,規(guī)格,長度（mm）,寬（mm）,厚（mm）,個(gè)數(shù),理論質(zhì)量(kg/m),單塊重量(kg),總重量(kg),備注,
,,,,,,,,,,,
標(biāo)準(zhǔn)段6000mm,,,,,,,,3169.800,,
10,鋼管（壁厚16mm）,5950,,16,2,234,1392.300,2784.600,"2根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,4,3468,86.700,346.800,,
12,三角鋼板120*75*16/2,120,75,16,64,,0.600,38.400,,
標(biāo)準(zhǔn)段1000mm,,,,,,,,414.900,,
10,鋼管（壁厚16mm）,950,,16,1,234,222.300,222.300,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
標(biāo)準(zhǔn)段500mm,,,,,,,,297.900,,
10,鋼管（壁厚16mm）,450,,16,1,234,105.300,105.300,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
標(biāo)準(zhǔn)段200mm,,,,,,,,246.900,,
17,鋼管（壁厚16mm）,150,,16,1,234,35.100,35.100,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
16,加強(qiáng)筋150*65*16,150,65,16,32,,1.200,38.400,,
活動端1350mm,,,,,,,,961.230,,
1,鋼板（1000*1863*16）,1000,1863,16,1,234,234.000,234.000,,
2,法蘭（外徑750，內(nèi)徑520）,25,,,1,1800.9,45.02,45.02,鋼支撐節(jié)點(diǎn)圖一,
3,墊板1（40*530*577）,577,530,40,1,96.02,96.02,96.02,,
4,隔板1（16*225*530）,225,530,16,4,15.0,15.00,60.00,,
5,隔板2（16*133*530）,133,530,16,4,8.9,8.900,35.600,,
6,隔板3（16*144*530）,144,530,16,2,9.6,9.6,19.2,,
7,隔板4（20*290*530）,290,530,20,2,24.1,24.1,48.3,,
8,三角鋼板120*75*16/2,120,75,16,16,,0.600,9.600,,
9,墊板2（322*170*30）,322,170,30,2,,11.775,23.6,,
1,隔板（45*420*500）,500,420,45,1,,74.2,74.2,鋼支撐節(jié)點(diǎn)圖三,
2,槽鋼[28C*1268,1268,,,2,,51.000,102.0,,
3,三角鋼板420*285*20/2,420,285,20,4,,9.390,37.6,,
4,底板（600*600*40）,600,600,40,1,,113.04,113.0,,
5,連扳（210*50*16）,210,50,16,2,,1.300,2.6,,
6,加強(qiáng)筋（1268*254*12）,1268,254,12,2,,30.300,60.600,,
合計(jì),,3169.8+414.9+297.9+246.9+961.23,,,,,,5090.730,,
第二～四道400*2（鋼墊箱，單獨(dú)計(jì)算）+（活動端）1350+6000*2+900+200=15250,,,,,,,,,,斜撐2-5#，13#
序號,規(guī)格,長度（mm）,寬（mm）,厚（mm）,個(gè)數(shù),理論質(zhì)量(kg/m),單塊重量(kg),總重量(kg),備注,
,,,,,,,,,,,
標(biāo)準(zhǔn)段6000mm,,,,,,,,3169.800,,
10,鋼管（壁厚16mm）,5950,,16,2,234,1392.300,2784.600,"2根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,4,3468,86.700,346.800,,
12,三角鋼板120*75*16/2,120,75,16,64,,0.600,38.400,,
標(biāo)準(zhǔn)段900mm,,,,,,,,391.500,,
10,鋼管（壁厚16mm）,850,,16,1,234,198.900,198.900,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
標(biāo)準(zhǔn)段200mm,,,,,,,,246.900,,
17,鋼管（壁厚16mm）,150,,16,1,234,35.100,35.100,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
16,加強(qiáng)筋150*65*16,150,65,16,32,,1.200,38.400,,
活動端1350mm,,,,,,,,961.230,,
1,鋼板（1000*1863*16）,1000,1863,16,1,234,234.000,234.000,,
2,法蘭（外徑750，內(nèi)徑520）,25,,,1,1800.9,45.02,45.02,鋼支撐節(jié)點(diǎn)圖一,
3,墊板1（40*530*577）,577,530,40,1,96.02,96.02,96.02,,
4,隔板1（16*225*530）,225,530,16,4,15.0,15.00,60.00,,
5,隔板2（16*133*530）,133,530,16,4,8.9,8.900,35.600,,
6,隔板3（16*144*530）,144,530,16,2,9.6,9.6,19.2,,
7,隔板4（20*290*530）,290,530,20,2,24.1,24.1,48.3,,
8,三角鋼板120*75*16/2,120,75,16,16,,0.600,9.600,,
9,墊板2（322*170*30）,322,170,30,2,,11.775,23.6,,
1,隔板（45*420*500）,500,420,45,1,,74.2,74.2,鋼支撐節(jié)點(diǎn)圖三,
2,槽鋼[28C*1268,1268,,,2,,51.000,102.0,,
3,三角鋼板420*285*20/2,420,285,20,4,,9.390,37.6,,
4,底板（600*600*40）,600,600,40,1,,113.04,113.0,,
5,連扳（210*50*16）,210,50,16,2,,1.300,2.6,,
6,加強(qiáng)筋（1268*254*12）,1268,254,12,2,,30.300,60.600,,
合計(jì),,3169.8+391.5+246.9+961.23,,,,,,4769.430,,
第二～四道400*2（鋼墊箱，單獨(dú)計(jì)算）+（活動端）1350+6000+3000=11150,,,,,,,,,,斜撐2-6#，14#
序號,規(guī)格,長度（mm）,寬（mm）,厚（mm）,個(gè)數(shù),理論質(zhì)量(kg/m),單塊重量(kg),總重量(kg),備注,
,,,,,,,,,,,
標(biāo)準(zhǔn)段6000mm,,,,,,,,1584.900,,
10,鋼管（壁厚16mm）,5950,,16,1,234,1392.300,1392.300,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
標(biāo)準(zhǔn)段3000mm,,,,,,,,882.900,,
10,鋼管（壁厚16mm）,2950,,16,1,234,690.300,690.300,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
活動端1350mm,,,,,,,,961.230,,
1,鋼板（1000*1863*16）,1000,1863,16,1,234,234.000,234.000,,
2,法蘭（外徑750，內(nèi)徑520）,25,,,1,1800.9,45.02,45.02,鋼支撐節(jié)點(diǎn)圖一,
3,墊板1（40*530*577）,577,530,40,1,96.02,96.02,96.02,,
4,隔板1（16*225*530）,225,530,16,4,15.0,15.00,60.00,,
5,隔板2（16*133*530）,133,530,16,4,8.9,8.900,35.600,,
6,隔板3（16*144*530）,144,530,16,2,9.6,9.6,19.2,,
7,隔板4（20*290*530）,290,530,20,2,24.1,24.1,48.3,,
8,三角鋼板120*75*16/2,120,75,16,16,,0.600,9.600,,
9,墊板2（322*170*30）,322,170,30,2,,11.775,23.6,,
1,隔板（45*420*500）,500,420,45,1,,74.2,74.2,鋼支撐節(jié)點(diǎn)圖三,
2,槽鋼[28C*1268,1268,,,2,,51.000,102.0,,
3,三角鋼板420*285*20/2,420,285,20,4,,9.390,37.6,,
4,底板（600*600*40）,600,600,40,1,,113.04,113.0,,
5,連扳（210*50*16）,210,50,16,2,,1.300,2.6,,
6,加強(qiáng)筋（1268*254*12）,1268,254,12,2,,30.300,60.600,,
合計(jì),,1584.9+882.9+961.23,,,,,,3429.030,,
第二～四道400*2（鋼墊箱，單獨(dú)計(jì)算）+（活動端）1350+5000+300=7450,,,,,,,,,,斜撐2-7#，15#
序號,規(guī)格,長度（mm）,寬（mm）,厚（mm）,個(gè)數(shù),理論質(zhì)量(kg/m),單塊重量(kg),總重量(kg),備注,
,,,,,,,,,,,
標(biāo)準(zhǔn)段5000mm,,,,,,,,1350.900,,
10,鋼管（壁厚16mm）,4950,,16,1,234,1158.300,1158.300,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
標(biāo)準(zhǔn)段300mm,,,,,,,,295.900,,
17,鋼管（壁厚16mm）,250,,16,1,234,58.500,58.500,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
16,加強(qiáng)筋250*65*16,250,65,16,32,,2.000,64.000,,
活動端1350mm,,,,,,,,961.230,,
1,鋼板（1000*1863*16）,1000,1863,16,1,234,234.000,234.000,,
2,法蘭（外徑750，內(nèi)徑520）,25,,,1,1800.9,45.02,45.02,鋼支撐節(jié)點(diǎn)圖一,
3,墊板1（40*530*577）,577,530,40,1,96.02,96.02,96.02,,
4,隔板1（16*225*530）,225,530,16,4,15.0,15.00,60.00,,
5,隔板2（16*133*530）,133,530,16,4,8.9,8.900,35.600,,
6,隔板3（16*144*530）,144,530,16,2,9.6,9.6,19.2,,
7,隔板4（20*290*530）,290,530,20,2,24.1,24.1,48.3,,
8,三角鋼板120*75*16/2,120,75,16,16,,0.600,9.600,,
9,墊板2（322*170*30）,322,170,30,2,,11.775,23.6,,
1,隔板（45*420*500）,500,420,45,1,,74.2,74.2,鋼支撐節(jié)點(diǎn)圖三,
2,槽鋼[28C*1268,1268,,,2,,51.000,102.0,,
3,三角鋼板420*285*20/2,420,285,20,4,,9.390,37.6,,
4,底板（600*600*40）,600,600,40,1,,113.04,113.0,,
5,連扳（210*50*16）,210,50,16,2,,1.300,2.6,,
6,加強(qiáng)筋（1268*254*12）,1268,254,12,2,,30.300,60.600,,
合計(jì),,1350.9+295.9+961.23,,,,,,2608.030,,
第二～四道400*2（鋼墊箱，單獨(dú)計(jì)算）+（活動端）1350+1000+600=3750,,,,,,,,,,斜撐2-8#，16#
序號,規(guī)格,長度（mm）,寬（mm）,厚（mm）,個(gè)數(shù),理論質(zhì)量(kg/m),單塊重量(kg),總重量(kg),備注,
,,,,,,,,,,,
標(biāo)準(zhǔn)段1000mm,,,,,,,,414.900,,
10,鋼管（壁厚16mm）,950,,16,1,234,222.300,222.300,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
標(biāo)準(zhǔn)段600mm,,,,,,,,321.300,,
10,鋼管（壁厚16mm）,550,,16,1,234,128.700,128.700,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
活動端1350mm,,,,,,,,961.230,,
1,鋼板（1000*1863*16）,1000,1863,16,1,234,234.000,234.000,,
2,法蘭（外徑750，內(nèi)徑520）,25,,,1,1800.9,45.02,45.02,鋼支撐節(jié)點(diǎn)圖一,
3,墊板1（40*530*577）,577,530,40,1,96.02,96.02,96.02,,
4,隔板1（16*225*530）,225,530,16,4,15.0,15.00,60.00,,
5,隔板2（16*133*530）,133,530,16,4,8.9,8.900,35.600,,
6,隔板3（16*144*530）,144,530,16,2,9.6,9.6,19.2,,
7,隔板4（20*290*530）,290,530,20,2,24.1,24.1,48.3,,
8,三角鋼板120*75*16/2,120,75,16,16,,0.600,9.600,,
9,墊板2（322*170*30）,322,170,30,2,,11.775,23.6,,
1,隔板（45*420*500）,500,420,45,1,,74.2,74.2,鋼支撐節(jié)點(diǎn)圖三,
2,槽鋼[28C*1268,1268,,,2,,51.000,102.0,,
3,三角鋼板420*285*20/2,420,285,20,4,,9.390,37.6,,
4,底板（600*600*40）,600,600,40,1,,113.04,113.0,,
5,連扳（210*50*16）,210,50,16,2,,1.300,2.6,,
6,加強(qiáng)筋（1268*254*12）,1268,254,12,2,,30.300,60.600,,
合計(jì),,414.9+321.3+961.23,,,,,,1697.430,,
第二～四道400*2（鋼墊箱，單獨(dú)計(jì)算）+（活動端）1350+6000*2+1000+300=15450,,,,,,,,,,斜撐2-9#
序號,規(guī)格,長度（mm）,寬（mm）,厚（mm）,個(gè)數(shù),理論質(zhì)量(kg/m),單塊重量(kg),總重量(kg),備注,
,,,,,,,,,,,
標(biāo)準(zhǔn)段6000mm,,,,,,,,3169.800,,
10,鋼管（壁厚16mm）,5950,,16,2,234,1392.300,2784.600,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,4,3468,86.700,346.800,,
12,三角鋼板120*75*16/2,120,75,16,64,,0.600,38.400,,
標(biāo)準(zhǔn)段1000mm,,,,,,,,414.900,,
10,鋼管（壁厚16mm）,950,,16,1,234,222.300,222.300,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
標(biāo)準(zhǔn)段300mm,,,,,,,,295.900,,
17,鋼管（壁厚16mm）,250,,16,1,234,58.500,58.500,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
16,加強(qiáng)筋250*65*16,250,65,16,32,,2.000,64.000,,
活動端1350mm,,,,,,,,961.230,,
1,鋼板（1000*1863*16）,1000,1863,16,1,234,234.000,234.000,,
2,法蘭（外徑750，內(nèi)徑520）,25,,,1,1800.9,45.02,45.02,鋼支撐節(jié)點(diǎn)圖一,
3,墊板1（40*530*577）,577,530,40,1,96.02,96.02,96.02,,
4,隔板1（16*225*530）,225,530,16,4,15.0,15.00,60.00,,
5,隔板2（16*133*530）,133,530,16,4,8.9,8.900,35.600,,
6,隔板3（16*144*530）,144,530,16,2,9.6,9.6,19.2,,
7,隔板4（20*290*530）,290,530,20,2,24.1,24.1,48.3,,
8,三角鋼板120*75*16/2,120,75,16,16,,0.600,9.600,,
9,墊板2（322*170*30）,322,170,30,2,,11.775,23.6,,
1,隔板（45*420*500）,500,420,45,1,,74.2,74.2,鋼支撐節(jié)點(diǎn)圖三,
2,槽鋼[28C*1268,1268,,,2,,51.000,102.0,,
3,三角鋼板420*285*20/2,420,285,20,4,,9.390,37.6,,
4,底板（600*600*40）,600,600,40,1,,113.04,113.0,,
5,連扳（210*50*16）,210,50,16,2,,1.300,2.6,,
6,加強(qiáng)筋（1268*254*12）,1268,254,12,2,,30.300,60.600,,
合計(jì),,3169.8+414.9+295.9+961.23,,,,,,4841.830,,
第二～四道400*2（鋼墊箱，單獨(dú)計(jì)算）+（活動端）1350+6000+3000+200=11350,,,,,,,,,,斜撐2-10#
序號,規(guī)格,長度（mm）,寬（mm）,厚（mm）,個(gè)數(shù),理論質(zhì)量(kg/m),單塊重量(kg),總重量(kg),備注,
,,,,,,,,,,,
標(biāo)準(zhǔn)段6000mm,,,,,,,,1584.900,,
10,鋼管（壁厚16mm）,5950,,16,1,234,1392.300,1392.300,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
標(biāo)準(zhǔn)段3000mm,,,,,,,,882.900,,
10,鋼管（壁厚16mm）,2950,,16,1,234,690.300,690.300,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
標(biāo)準(zhǔn)段200mm,,,,,,,,246.900,,
17,鋼管（壁厚16mm）,150,,16,1,234,35.100,35.100,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
16,加強(qiáng)筋150*65*16,150,65,16,32,,1.200,38.400,,
活動端1350mm,,,,,,,,961.230,,
1,鋼板（1000*1863*16）,1000,1863,16,1,234,234.000,234.000,,
2,法蘭（外徑750，內(nèi)徑520）,25,,,1,1800.9,45.02,45.02,鋼支撐節(jié)點(diǎn)圖一,
3,墊板1（40*530*577）,577,530,40,1,96.02,96.02,96.02,,
4,隔板1（16*225*530）,225,530,16,4,15.0,15.00,60.00,,
5,隔板2（16*133*530）,133,530,16,4,8.9,8.900,35.600,,
6,隔板3（16*144*530）,144,530,16,2,9.6,9.6,19.2,,
7,隔板4（20*290*530）,290,530,20,2,24.1,24.1,48.3,,
8,三角鋼板120*75*16/2,120,75,16,16,,0.600,9.600,,
9,墊板2（322*170*30）,322,170,30,2,,11.775,23.6,,
1,隔板（45*420*500）,500,420,45,1,,74.2,74.2,鋼支撐節(jié)點(diǎn)圖三,
2,槽鋼[28C*1268,1268,,,2,,51.000,102.0,,
3,三角鋼板420*285*20/2,420,285,20,4,,9.390,37.6,,
4,底板（600*600*40）,600,600,40,1,,113.04,113.0,,
5,連扳（210*50*16）,210,50,16,2,,1.300,2.6,,
6,加強(qiáng)筋（1268*254*12）,1268,254,12,2,,30.300,60.600,,
合計(jì),,1584.9+882.9+246.9+961.23,,,,,,3675.930,,
第二～四道400*2（鋼墊箱，單獨(dú)計(jì)算）+（活動端）1350+5000+500=7650,,,,,,,,,,斜撐2-11#
序號,規(guī)格,長度（mm）,寬（mm）,厚（mm）,個(gè)數(shù),理論質(zhì)量(kg/m),單塊重量(kg),總重量(kg),備注,
,,,,,,,,,,,
標(biāo)準(zhǔn)段5000mm,,,,,,,,1350.900,,
10,鋼管（壁厚16mm）,4950,,16,1,234,1158.300,1158.300,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
標(biāo)準(zhǔn)段500mm,,,,,,,,297.900,,
10,鋼管（壁厚16mm）,450,,16,1,234,105.300,105.300,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
活動端1350mm,,,,,,,,961.230,,
1,鋼板（1000*1863*16）,1000,1863,16,1,234,234.000,234.000,,
2,法蘭（外徑750，內(nèi)徑520）,25,,,1,1800.9,45.02,45.02,鋼支撐節(jié)點(diǎn)圖一,
3,墊板1（40*530*577）,577,530,40,1,96.02,96.02,96.02,,
4,隔板1（16*225*530）,225,530,16,4,15.0,15.00,60.00,,
5,隔板2（16*133*530）,133,530,16,4,8.9,8.900,35.600,,
6,隔板3（16*144*530）,144,530,16,2,9.6,9.6,19.2,,
7,隔板4（20*290*530）,290,530,20,2,24.1,24.1,48.3,,
8,三角鋼板120*75*16/2,120,75,16,16,,0.600,9.600,,
9,墊板2（322*170*30）,322,170,30,2,,11.775,23.6,,
1,隔板（45*420*500）,500,420,45,1,,74.2,74.2,鋼支撐節(jié)點(diǎn)圖三,
2,槽鋼[28C*1268,1268,,,2,,51.000,102.0,,
3,三角鋼板420*285*20/2,420,285,20,4,,9.390,37.6,,
4,底板（600*600*40）,600,600,40,1,,113.04,113.0,,
5,連扳（210*50*16）,210,50,16,2,,1.300,2.6,,
6,加強(qiáng)筋（1268*254*12）,1268,254,12,2,,30.300,60.600,,
合計(jì),,1350.9+297.9+961.23,,,,,,2610.030,,
第二～四道400*2（鋼墊箱，單獨(dú)計(jì)算）+（活動端）1350+1000+800=3950,,,,,,,,,,斜撐2-12#
序號,規(guī)格,長度（mm）,寬（mm）,厚（mm）,個(gè)數(shù),理論質(zhì)量(kg/m),單塊重量(kg),總重量(kg),備注,
,,,,,,,,,,,
標(biāo)準(zhǔn)段1000mm,,,,,,,,414.900,,
10,鋼管（壁厚16mm）,950,,16,1,234,222.300,222.300,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
標(biāo)準(zhǔn)段800mm,,,,,,,,368.100,,
10,鋼管（壁厚16mm）,750,,16,1,234,175.500,175.500,"1根
鋼支撐節(jié)點(diǎn)圖二",
11,直徑750,25,,,2,3468,86.700,173.400,,
12,三角鋼板120*75*16/2,120,75,16,32,,0.600,19.200,,
活動端1350mm,,,,,,,,961.230,,
1,鋼板（1000*1863*16）,1000,1863,16,1,234,234.000,234.000,,
2,法蘭（外徑750，內(nèi)徑520）,25,,,1,1800.9,45.02,45.02,鋼支撐節(jié)點(diǎn)圖一,
3,墊板1（40*530*577）,577,530,40,1,96.02,96.02,96.02,,
4,隔板1（16*225*530）,225,530,16,4,15.0,15.00,60.00,,
5,隔板2（16*133*530）,133,530,16,4,8.9,8.900,35.600,,
6,隔板3（16*144*530）,144,530,16,2,9.6,9.6,19.2,,
7,隔板4（20*290*530）,290,530,20,2,24.1,24.1,48.3,,
8,三角鋼板120*75*16/2,120,75,16,16,,0.600,9.600,,
9,墊板2（322*170*30）,322,170,30,2,,11.775,23.6,,
1,隔板（45*420*500）,500,420,45,1,,74.2,74.2,鋼支撐節(jié)點(diǎn)圖三,
2,槽鋼[28C*1268,1268,,,2,,51.000,102.0,,
3,三角鋼板420*285*20/2,420,285,20,4,,9.390,37.6,,
4,底板（600*600*40）,600,600,40,1,,113.04,113.0,,
5,連扳（210*50*16）,210,50,16,2,,1.300,2.6,,
6,加強(qiáng)筋（1268*254*12）,1268,254,12,2,,30.300,60.600,,
合計(jì),,414.9+368.1+961.23,,,,,,1744.230,,
第二～四道鋼墊箱計(jì)算表,,,,,,,,,,斜撐1~16#
序號,規(guī)格,長度（mm）,寬（mm）,厚（mm）,個(gè)數(shù),理論質(zhì)量(kg/m),單塊重量(kg),總重量(kg),備注,
,,,,,,,,,,,
鋼墊箱4
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