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斜板沉淀(wn)池道路维?/span>
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一?/span>板坯甉|室边道\ 1、挖掘机挖渣q汽车外q?0km,87m*7.5m*1.1m-1.6m3*7=706.55m3?/span> 2、h工挖沟及(qing)坑内淤惔Qh工水q?0m,人工装RQ汽车外q?0km,
87m*1.5m*1.8m=234.9m3?/span> 3、沟内取土回填:(x)挖掘机挖?装RQ汽车外q?kmx工点Qh工水q?0mQh工回填ƈ夯实Q?7m*1.5m*1.8m-9.8m3*7=166.3m3?/span> 4、\基基层碾压,
87m*7.5m=652.5m2?/span> 5、毛石灌垫层(M7.5#水惔砂浆Q从搅拌站自购)Q?7m*7.5m*0.6m=391.5m3?/span> 6、毛石灌垫层机械^整碾?7m*7.5m=652.5m2?/span> 7、碎石灌垫层(M7.5#水惔砂浆Q从搅拌站自购)Q?7m*7.5m*0.2m=130.5m3?/span> 8、碎石灌垫层机械^整碾压,87m*7.5m=652.5m2?/span> 9、现C30钢砼地面Q商品砼Q,87m*7.5m*0.3m=195.75m3Q钢{制作,安装Φ18mmQ{(87m+0.72m*10)*(7.5m/0.2m+1)+7.5m*(87m/0.2m+1)]*2+1.1m*2610}*0.002t/m=33.33t?/span> 10、机械拆除红砖下水井Q拆除物人工装RQ汽车外q?0km。重新用M7.5#水惔砂浆砌红砖,3.14*2.5m*(0.88m+0.33m)*0.24m*7=15.96m3?/span> 11、下水井周边?:2水惔砂浆扑^层?80mmQ?.7854*(1.782m-0.72m)*7=14.73m2?/span> 12、下水井直爬梯拆除,重新制作Q安?Φ18mm
1m*9*2Kg/m*7=126Kg?/span> 13、井盖保护性拆除,利旧安装用h?个?/span> 二、粗颗粒室及(qing)外部挡水?/span> 1、h工挖淤惔,人工水^q距20m,人工装RQ汽车外q?0km,
(20m*10m+9m*5.5m)*1m=249.5m3?/span> 2、机械拆除钢砼地面,拆除物h工水q?0m,人工装RQ汽车外q?0kmQ?
20m*10m+9m*5.5m)*0.5m=124.75m3 3、钢砼切割钢{、剔除碎块内钢筋q{运x定地点,发生1.3m3履带式液压挖掘机台班4个,用氧?2Ӟ乙炔6Ӟ20t自卸汽R台班1个,用h?8个?/span> 4、h工挖土(四类土)Q土方h工水q?0m,人工装RQ汽车外q?0km土方Q?
20m*10m+9m*5.5m)*0.8m=199.6m3Q沟?4m*1.6m*1.3m=49.92m3?/span> 5、地基基层碾?
20m*10m+9m*5.5m=249.5m2?/span> 6、毛石灌垫层(M7.5#水惔砂浆Q从搅拌站自购)Q?0m*10m+9m*5.5mQ?0.8m=199.6m3? 7、毛石灌垫层机械^整碾?
20m*10m+9m*5.5m=249.5m2? 8、碎石灌垫层(M7.5#水惔砂浆Q从搅拌站自购)Q?0m*10m+9m*5.5mQ?0.2m=49.9m3?/span> 9、碎石灌垫层机械^整碾?0m*10m+9m*5.5m=249.5m2? 10、现C30钢砼Q商品砼Q地?
20m*10m+9m*5.5m)*0.3m=74.85m3Q钢{制作,安装Φ18mmQ?.43t?/span> 11、现C15砼垫层(商品|24m*1.6m*0.1m=3.84m3?/span> 12、现C30钢砼墙,24m*(0.8m*1.2m+0.3m*0.5m)=26.64m3Q?钢筋制作Q安装?8mm
(4.4m*121+24m*22)*0.00121t/m=1.28t?/span> 13、h工回填土q夯?9.92m3-3.84m3-23.04m3=23.04m3?/span>
二?/span>道\ 1、h工挖淤惔,人工水^q距10mQh工装车,自卸汽R外运10kmQ?5.5m*22m*0.5m+(21.5m*20m+11m*5.5m+42m*20m+20m*3m+60m*20m)*0.4m+(62m*16m+42m*20m+15m*5m)*0.35m+60m*8m*0.15m=2166.15m3?/span> 2、机械拆除钢砼地面,装蝲车,自卸汽R外运10kmQ(35.5m*22m+21.5m*20m+11m*5.5m+42m*20m+20m*3m+60m*20m+62m*16m+42m*20m+15m*5m+60m*8m)*0.5m=2879.25m3?/span> 3、钢砼切割钢{、剔除碎块内钢筋q{运x定地点,发生1.3m3履带式液压挖掘机台班96个,用氧?88Ӟ乙炔144Ӟ20t自卸汽R台班6个,用h?80个?/span> 4、挖掘机挖土Q装车,自卸汽R外运10kmQ(35.5m*22m+21.5m*20m+11m*5.5m+42m*20m+20m*3m+60m*20m+62m*16m+42m*20m+15m*5m+60m*8m)*0.8m=4606.8m3?/span> 5、\基基层机械碾压,35.5m*22m+21.5m*20m+11m*5.5m+42m*20m+20m*3m+60m*20m+62m*16m+42m*20m+15m*5m+60m*8m-239m*1.6m=5376.1m2?/span> 6、毛石灌垫层(M7.5#水惔砂浆Q从搅拌站自购)Q(35.5m*22m+21.5m*20m+11m*5.5m+42m*20m+20m*3m+60m*20m+62m*16m+42m*20m+15m*5m+60m*8m-239m*1.6m)*0.8m=4300.88m3?/span> 7、毛石灌垫层机械碾?376.1m2?/span> 8、碎石灌垫层(M7.5#水惔砂浆Q从搅拌站自购)Q(35.5m*22m+21.5m*20m+11m*5.5m+42m*20m+20m*3m+60m*20m+62m*16m+42m*20m+15m*5m+60m*8m-239m*1.6m)*0.2m=1075.22m3?/span> 9、碎石灌垫层机械碾?376.1m2 10、现C30钢砼地面Q商品砼Q,Q?5.5m*22m+21.5m*20m+11m*5.5m+42m*20m+20m*3m+60m*20m+62m*16m+42m*20m+15m*5m+60m*8m-239m*1.6m)*0.3m=1612.83m3Q?
钢筋制作Q安装?8mmQ{[(35.5m+0.72m*5Q?Q?2m/0.2m+1Q?(22m+0.72m*4)*(35.5m/0.2m+1)
+(21.5m+0.72m*3)*(20m*0.2m+1)+(20m+0.72m*3)*(21.5m/0.2m+1)+(11m+0.72m)*(5.5m/0.2m+1)+5.5m*(11m/0.2m+1)+(42m+0.72m*5)*(20m/0.2m+1)+(20m+0.72m*3)*(42m/0.2m+1)+(20m+0.72m*2)*(3m/0.2m+1)+3m*(20m/0.2m+1)+(60m+0.72m*7)*(20m/0.2m+1)+(20m+0.72m*2)*(60m/0.2m+1)+(62m+0.72m*7)*(16m/0.2m+1)+(16m+0.72m)*(62m/0.2m+1)+(42m+0.72m*5)*(20m/0.2m+1)+(20m+0.72m)*(42m/0.2m+1)+(15m+0.72m)*(5m/0.2m+1)+5m*(15m/0.2m+1)+(60m+0.72m*7)*(8m/0.2m+1)+8m*(60m/0.2m+1)]*2+1.1m*21313}*0.002t/m=288.85t?/span> 四、排水沟 (含热轧板带侧Q?/span> 1、机械拆除钢砼地面,3m3装蝲车,自卸汽R外运10km
147m*2.4m*0.5m=176.4m3?/span> 2、钢砼切割钢{、剔除碎块内钢筋q{运x定地点,发生1.3m3履带式液压挖掘机台班3个,用氧?6Ӟ乙炔8Ӟ20t自卸汽R台班1个,用h?8个?/span> 3、h工挖沟内淤惔Qh工水q?0m,人工装RQ自卸汽车外q?0kmQ?47m*2.4m*1.6m+239m*2.4m*0.8m=1023.36m3 4、沟底基层碾压,
386m*2.4m=926.4m2?/span> 5、现C15砼垫?商品|Q?
386m*1.8m*0.1m=69.48m3?/span> 7、现沟C30钢砼
(商品|底板386m*1.6m*0.3m=185.28m3 钢筋制作Q安装?8mmQ{[(386m+0.72m*42)*(1.8m/0.15m+1)+1.8m*(386m/0.15m+1Q]
*2+1.1m*2692}*0.002t/m=46.1tQ墙 386m*0.3m*1.4m*2=324.24m3 Q钢{制作,安装Φ18mmQ[
3.7m*(386m/0.15m+1)+(386m+0.72m*42)*(3.1m/0.15m+1)]*2*0.002t/m=74.17t,Φ8mm,
0.5m*2094*0.000395t/m=0.41t?/span> 8、钢止水板制作,安装 钢板δ=4mm
824m*0.3m*0.0314t/m2=7.76t?/span> 9、预制C30钢砼盖板
(商品|Q?.6m*0.5m*0.3m*772=185.28m3 钢筋制作Q安装?8mmQ{[
1.8m*(0.5m/0.15m+1)+0.5m*(1.6m/0.15m+1)]*2+1.1m*4}*0.002t/m*772=48.89t?/span> 10、钢盖板安装发生12t汽R吊台?8个,用h?64个?/span> 五、新建沉淀(wn)?/span> 1、挖掘机挖土,装RQ自卸汽车外q?0kmQ?
11.6m*4.6m*1.8m=96.05m3? 2、h工挖淤惔Q坑Q,人工装淤泥,垂直q距Q发?6t汽R吊台?个)Q自卸汽车外q?0km
Q?1.6m*4.6m*2.3m=122.73m3?/span> 3、坑底基层碾?
11.6m*4.6m=53.36m2?/span> 4、现C15砼垫层(商品|11m*4m*0.1m=4.4m3?/span> 5、现C30钢砼Q商品砼Q底?
10.8m*3.8*0.5m=20.52m3?
钢筋制作Q安装?8mmQ{[(10.8m+0.72m*2)*(3.8m/0.15m+1)+3.8m*(10.8m/0.15m+1)]*2+1.5m*164}*0.002t/m=2.89tQ墙(10.4m+3.4m)*2*0.4m*3.5m=38.64m3Q钢{制作,安装Φ18mmQ[8.4m*(27.6m/0.15m+1)+(27.6m+0.72m*4)*(7.4m/0.15m+1)*2]*0.002t/m=9.24t Φ8mmQ?.6m*532*0.000395t/m=0.13t?/span> 2、钢止水板制作,安装 钢板δ=3mm
40m*0.3m*0.02355t/m2=0.28t?/span> 7、地脚螺栓制作,安装Q运?km φ50mm
L=600mm 208栏V?/span> 8、池加固钢板制作Q安装板坯?89
底板10m*3m*0.69865t/m2=20.96tQ墙(10m+3m)*2*3.5m*0.69865t/m2=63.58tQ?
上盖10.8m*3.8m*0.69865t/m2=28.67t?/span> 六、供水综合܇站浊环池扩容 1、机械拆除钢砼墙,拆除物h工运?0m,人工装RQ自卸汽车外q?0km
25m*0.5m*5.5m=68.75m3?/span> 2、钢砼切割钢{、剔除碎块内钢筋q{运x定地点,发生1.3m3履带式液压挖掘机台班0.5个,用氧?Ӟ乙炔3Ӟ20t自卸汽R台班0.5个,用h?个?/span> 3、挖掘机挖土,装RQ自卸汽车外q?0km
26.8m*4.9m*1.6m=210.11m3 4、h工挖淤惔Q坑Q,人工装淤泥,垂直q距Q发?6t汽R吊台?个)Q自卸汽车外q?0km
26.8m*4.9m*2.5m=328.3m3?/span> 5、坑底基层碾?
26.8m*4.9m=131.32m2?/span> 6、现C15砼垫?
Q商品砼Q?6.2m*4.6m*0.1m=12.05m2?/span> 7、现C30钢砼Q商品砼Q底?6m*4.5m*0.5m=58.5m2
Q钢{制作,安装Φ18mm {[(26m+0.72m*3)*(4.5m/0.15m+1)+4.5m*(26m/0.15m+1)]*2+1.5m*468}*0.002t/m=7.94tQ墙(26m+4m*2)*0.5m*5.5m=93.5m3Q?
钢筋制作Q安装?8mmQ[(12.5m+0.72m)* (34m/0.15m+1)+(34.8m+0.72m*4)*(11.5m/0.15m+1)]*0.002t/m=11.87tQ?mm
0.6m*748*0.000395t/m=0.18t?/span> 8、机械凿钢砼? 200*400mm
12m?/span> 9、植{?8mm
78栏V?/span> 10、钢水板制作Q安? 钢板δ=3mm
52m*0.3m*0.02355t/m2=0.37t?/span> 七、一臛_Ҏ(gu)淤惔时用出口DN100mm污水泉|水台?46个?/span> 八、其它零星项?/span> 1、花岗岩路边x?重新利旧砌筑
68m 2、步道砖 ①、步道砖拆除Q利旧铺步道砖(中砂铺?120mmQ?0m*3.5m=70m2 ?/span> ②、h工挖?三类土)Qh工运?0m,人工装RQ自卸汽车外q?0km
20m*3.5m*0.12m=8.4m3?/span> 3、斜板沉淀(wn)池墙 ①、机械拆除红砖墙Qh工装车,汽R外运10km (
5.7m+4.8m)*0.37m*6.5m=25.25m2? ②、用M7.5#水惔砂浆砌红砖墙(
5.7m+4.8m)*0.37m*6.5m=25.25m2?/span> ③、用1:2水惔砂浆墙抹?
5.7m+4.8m)*6.5m*2=136.5m2? ④、木制双排脚手架搭拆
(6.7m+5.8m)*6.5m*2=162.5m2?/span> 4、老维修间道\ ①、机械拆除钢砼地?拆除物汽车外q?0kmQ?9.5m*3m+14m*9.5m+14.8m*9m+13m*1.3m+8.2m*6m)*0.3m=108.24m3?/span> ②、钢砼切割钢{、剔除碎块内钢筋q{运x定地点,发生1.3m3履带式液压挖掘机台班1个,用氧?2Ӟ乙炔6Ӟ20t自卸汽R台班1个,用h?2个?/span> ③、挖掘机挖土Q装车,自卸汽R外运10kmQ?9.5m*3m+14m*9.5m+14.8m*9m+13m*1.3m+8.2m*6m)*0.6m=216.48m3?/span> ④、\基基层碾?.5m*3m+14m*9.5m+14.8m*9m+13m*1.3m+8.2m*6m=360.8m2?/span> ⑤、毛石灌垫层(M7.5#水惔砂浆Q从搅拌站自购)Q?9.5m*3m+14m*9.5m+14.8m*9m+13m*1.3m+8.2m*6m)*0.4m=144.32m3?/span> ⑥、毛石灌垫层碾?60.8m2 ⑦、碎石灌垫层(M7.5#水惔砂浆Q从搅拌站自购)
(9.5m*3m+14m*9.5m+14.8m*9m+13m*1.3m+8.2m*6m)*0.2m=72.16m3
⑧、碎石灌垫层机械碾?60.8m2 ⑨、现C30钢砼地面Q商品砼Q?9.5m*3m+14m*9.5m+14.8m*9m+13m*1.3m+8.2m*6m)*0.3m=108.24m3Q钢{制作,安装Φ18mm {
[Q?.5m+0.72mQ?(3m/0.2m+1)+3m*(9.5m/0.2m+1)+(14m+0.72m)*(9.5m/0.2m+1)+9.5m*(14m/0.2m+1)+(14.8m+0.72m)*(9m/0.2m+1)+9m*(14.8m/0.2m+1)+(13m+0.72m)*Q?.3m/0.2m+1Q?1.3m*(13m/0.2m+1)+8.2m*(6m/0.2m+1)+6m*(8.2m/0.2m+1)]+1.1m*1443}*0.002t/m=12.7t?/span> 5、零星下水及(qing)阀门井 ①、机械拆除红砖下水井Q?m3装蝲车,拆除物汽车外q?0km?/span> 3.14*2.5m*(0.88m+0.33m)*0.24m*13+3.14*2m*(0.88m+0.33m)*0.24m*3=35.11m3 ②、用M7.5#水惔砂浆砌红?.14*2.5m*(0.88m+0.33m)*0.24m*8+3.14*2m*(0.88m+0.33m)*0.24m*3=23.71m3?/span> ③、下水井周边?:2水惔砂浆扑^层?80mmQ?.7854*(1.782m-0.72m)*11=14.73m2?/span> ④、下水井直爬梯拆除,重新制作Q安?Φ18mm
1m*9*2Kg/m*11=126Kg?/span> ⑤、井盖保护性拆除,利旧安装用h?个?/span> 6、沟钢板盖保护性拆除,安装 板坯δ=89
1.5m*4.5m*8*0.69865t/m2=37.73t ?ji)、钢道 ①、钢道保护性拆除,利旧安装 DN300mm
87m+15m+42m=144m DN900mm
147m?/span> ②、钢道挖,补(清管道淤泥)钢板δ=8Q?
Q?.3m*0.5m*32+0.5m*0.6m*26Q?0.0628t/m2=0.79t?/span>
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炼钢事业?/span>
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