某引水式水电站工程压力前池结构设计图

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拦污栅1:2.127快速门槽中心线前0+072.332前0+062.800前0+060.8001:11:21898.1001:11:1前0+058.000检修门槽中心线1900.100压力钢管1901.8501903.6001905.100通气孔1:1AA前0+082.243前0+077.137前0+083.200%%C25@2009600480048002400280068003200136084007525600752560060090.00°200ⅢⅡⅠⅠ砂砾石填筑砂砾石填筑砂砾石填筑砂砾石填筑砂砾石填筑1:2排冰侧堰1734.8001729.100陡0+000.0001:0.71:0.71736.3501:3.4131727.6001:1.75压0+000.000前0+082.000前0+064.000前0+059.000前0+053.000前0+046.000前0+021.000前0+000.000渠1+700.000溢流侧堰前室排冰道冲沙闸排冰闸引水渠进水室1:1.7540001:31:531:5360001:531:531:3Ⅳ陡0+000.001:3.4131736.351:3.4131736.351732.21731.91731.31731.21731.11731.11731.01730.51730.51730.51730.41730.11729.81729.41729.41729.11729.01728.91728.81728.41728.41728.41728.21728.21727.91727.91727.81727.81727.71727.71727.61727.51727.21726.81726.81726.61726.51726.41726.01726.01725.21725.11724.81724.81724.21723.91723.81723.41723.41723.01722.31722.31721.21720.011715.0000+000.0000+152.9950+020.0000+040.0000+060.0000+080.0000+100.0000+120.0000+140.0000+160.0001727.761724.571723.541725.261726.011726.001725.801725.821725.821725.7721708.0001707.9941707.8391707.7871707.8301707.8140+000.0000+011.1130+088.9500+107.4540+139.1990+191.716121728.301727.761724.571723.541725.261726.011726.001725.801725.821725.821725.77120+050.0000+100.0000+150.00012150130压0+070.916压0+080.916压0+091.3363#2#1#TP制控油进阀TP制控油进阀TP制控油进阀定子下机架顶盖转轮1413121110987654321121110987654321高压开关室交班室大班台卫生间1706.96(1671.81)1706.96(1671.81)上202X280X15202X280X151:3.413进水室溢流侧堰排冰侧堰1728.301736.331:3.071前室进水室溢流侧堰排冰侧堰1728.301729.60泄水槽 i=1/10i=1/8.7420008008005003000500100080003000500425026518589210900500375026518500489250010400500500300012003000200030001200120030009200200050040001092610005002536100062001000500750068925004500124261123675007392450063°R750340012001200日 期会签者会签单位R5000R25001728.301736.331:3.071前室进水室溢流侧堰排冰侧堰1728.301729.60泄水槽 i=1/10i=1/8.81200050030005002000600400046002000300300030020005005005005002000500300050020006004000460020005003000500200060040004600序号 项目名称 单位 数量 压力前池 1 土方开挖 m3 2837.00 2 土方回填 m3 13870 3 扭面段边墙C20素砼 m3 146.48 4 扭面段底板C20素砼 m3 65.22 5 进水室边墙C25钢筋砼 m3 341.09 6 进水室底板C25钢筋砼 m3 118.80 7 进水闸C25钢筋砼 m3 1286.97 8 进水闸渐变段C25钢筋砼 m3 339.86 9 溢流堰C25钢筋砼 m3 921.00 10 溢流堰边墙C20素砼 m3 90.37 11 排冰堰C25钢筋砼 m3 88.00 12 排冰堰边墙C20素砼 m3 184.36 13 溢流堰下游泄槽底板C25钢筋砼 m3 66.52 14 溢流堰下游泄槽边墙C20素砼 m3 1393.75 15 冲砂闸C25钢筋砼 m3 55.594 16 C10砼垫层 m3 201.54 17 橡胶止水带 m3 300.00 18 钢筋 t 50.49 泄水陡坡 1 土方开挖 m3 6726.00 2 土方回填 m3 1820.00 3 泄槽段C25钢筋砼 m3 1408.00 4 橡胶止水带 m3 237.60 5 钢筋 t 63.36 203010005005001000100014350500350010005500360010100审 查比 例图 号描 图设计证号设 计校 核制 图甲级6500103日 期见 图水利水电勘测设计研究院水 利 部新疆维吾尔自治区审 定核 定水 工阿合布隆二级水电站工程可 研部 分设 计2013.03AHL2.K-SG-06引水渠道横断面图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°R750R50000R5000R25002000500300050020006004000460020005003000500200060040004600200050030005002000600400046002000300300030020005005005005009100150015000300063002000630015001500015005210015001500030006300200063001500ቤተ መጻሕፍቲ ባይዱ5000150015001500030006300200063001500150001500521005210015001500091001500015004210015001500091001500015004210015001500091001500015004210015001500091001500015004210015001500030006300200063001500150001500521005004200500520050042005005200500420050052005002800200028005008600300300730040501000405050505400300300730048501000485058507500700300070030007008100700400070054005392500600050050075005004892539250053921000689250012230127305001200800012001040023001200340012002300120023001040011000131972303265001200800012002300120034001200230012002300104001100013197230326500125005800460012001000500830017001000125002639370010619850500215025002536100062001000500112361900700300070030007008100700360040070054005003000500600300060042006004000460040040040010040025006008004503104504503104501223020502500187015400104008000120012001870500012552500124520008008005003000500100080003000500500400010926100050025361000620010005007500689250045001242611236750073924500R50004250265181090050037502651850010400500500300012003000200030001200120030009200200050083137313300050020301870300010400500015400120080001200500125525001245300010005005001000100014350500350010005500360010100375042505002000500100053131000500831335040003504700700300070030007007004000700540081003700370028.000022.000045.000065.000075.000034.500030.500062.500091.000058.000069.500058.000018.000020.000031.950010.050022.000052.000033.700060.000030.000052.000022.000091.000058.000069.500024.228692.500020.000053.000010.000010.9983142.002793.9983236.001026.094528.000022.000045.000065.000075.000034.500030.500062.500091.000058.000069.500058.000020.000053.000010.000010.9983142.002793.9983236.001026.0945400100600700120052401000300034503701680168037018101200500500165505005001000500158671021.80°20471200.0003000.0001500.0003000.0001500.0003000.0001200.00014400.000604032004500.0003000.0001500.0003000.0001500.0009600.0001200.0001200.000370.00012000.0001200.0004000.0004000.0001200.0003000.0001500.0003000.0001500.0003000.0001200.00014400.000450.000450.000450.000450.000450.000450.000600.000600.000100.000550300.000100.000550300.000300.000100.000100.000100.000300.000750.0001600.000599.955450.0001600.000500.000500.000600.000600.0002000370630400012003000150030001500300012004000.00040004000120030001500300015003000120015015020400400400450056333561400100055.57°924060004002181400400120040011200/2400321740011200/2300050050055029811000450012000260030076.13°5006005001600R4005503000.000500.000R14547.92360007790179020007525R5000800021000800017000700040004000112004000400030076002000735030017300500100050050020007452117°1459115714112361262210000784861177350380021000800017000700020700300500500500500500500100050042005500100010005006000724248672220070008000210002500058003200024°107°5000205005000210002500013000450011700832008000210008000170007000600050001550040004000300760020007350300173008001000800500117°145911571411236126221000089886117500021000800017000700025500300500500500500500500100050042001050010001000210002500070002650012500600048677242580034001200R5000120021000250001300050001550045004500400040001000920003250150032501200331324°107°500020500500030005004000500200012006313600100010001000100010001000200010008400R16800R280963007600200073503001730021000800017000135001800050007400899001200180014002800180027001200143006500800010000825427°1123632465497100211700017693R4500R5000R1000R20001180640030004003800140030001500300015004200120012003005005005005005005004200210002500013500180005000135001800012400899001700080002100030050050050050050050042002100025000135001800050001350018000124008990017000800021000GPDI 广东省水利电力勘测设计研究院描图CAD设计证号 甲级 A144001909203010005005001000200080080050030008000100014350500350010005500360010100109261000500253610006200100050012426112364500R5000300050035005004000500500700063927000689230006000179077903000500300050035506850101501345017000210003007600200073503001730021000800017000135001800050007400899001200180014002800180027001200143006500800010000825427°11236324654971002117000R4500R5000R1000R2000118064003000400380014003000150030001500420012001200355068501015013450170002100042002066061305150416932982489168087130002000300042001240010931500012400890052003006100013645400540010003196116430005005003500109261000500253610006200100050040001242611236450010000769320426116317482957882199856C10砼垫层C10砼垫层YH-3止水橡皮YH-3止水橡皮1736.331740.531729.001739.011740.531731.501:1200渠顶线渠底线1:200阿合布隆二级水电站压力前池纵剖面图Ⅰ-Ⅰ1735.131735.151733.171:11:11:0.51:0.51:0.51:0.51:0.5最高水位1739.95正常设计水位1738.91最低水位 1737.371:11:2.51735.501729.501727.801:11:1通 气 孔1:11:200阿合布隆二级水电站压力前池纵剖面图Ⅱ-Ⅱ1:11:11:0.51:11:2.51734.101729.501727.801:11:1通 气 孔1:1排\P冰\P闸1735.60排\P冰\P闸1733.301734.301731.501730.20C10砼垫层C10砼垫层YH-3止水橡皮YH-3止水橡皮1736.331729.001739.011740.531:1200渠顶线渠底线1735.131735.151733.171:11:0.51:0.51:0.51:0.51:0.5最高水位1739.95正常设计水位1738.91最低水位 1737.371730.201740.531731.501735.601731.501730.201736.331:4.0781:1.75前室引水渠Ⅲ溢流侧堰1730.20ⅣⅣ泄水槽 i=1/13.07Ⅲ1:1.751728.701729.20i=1/11i=1/35ⅠⅠⅡⅡ排\P冰\P闸冲\P砂\P闸1:200阿合布隆二级水电站压力前池平面布置图ⅤⅤ聚氨酯迎水面150300钢筋砼高压闭孔板高压闭孔板YH-3型止水橡皮Ⅲ-Ⅲ 剖面图1:1.751:100YH-3止水橡皮1735.331740.531735.331:0.510cmC10砼垫层30cm砂砾石垫层1736.33砂砾石填筑砂砾石填筑说明: 1、图中尺寸单位:高程及桩号以米计,其余均为毫米。 2、前池及泄水陡坡砼强度指标:C25、F200、W6。3、回填料的填筑标准,砂卵砾石用相对密度大于80%%%、碎石土孔隙,其相应干密度由现场碾压试验确定。1:5止水大样图1740.53C10砼垫层C10砼垫层1729.301:11730.201736.201:0.71736.33堰顶高程1739.011730.201:4.0781728.301:0.4砂砾石填筑1:100Ⅳ-Ⅳ剖面图最高水位1739.95最低水位1737.39正常水位1738.911730.201734.201:11:1砂砾石填筑1:0.51:11728.641:4.0781:4.078300500500500500500500420021000250001350018000500013500180001240089900170008000210005005002100025000135001800050001350018000124008990017000800021000300500500500500500500420040010000400108005000205005000604710000604780003000500375050042501200300014400221001870770012001255250012455003000132007700660025532560056323000300050030005005005005002800200028005008600500400300040050048005004003000400500480050040030004005004800110.00°4001000040010800500020500500015003000300门 槽 中 心 线门 槽 中 心 线砂砾石填筑1740.531:0.41:1砂砾石填筑1:0.51:11728.7080092680053730003000500300050020308005001007100580010005005001000100014350500350010005500360010100ⅥⅥ3000500300050080092680053730001731.501740.53C10砼垫层1:11728.201:11:11729.201733.20砂砾石填筑1:0.51:11729.201732.701735.22500Ⅵ-Ⅵ 剖面图Ⅴ-Ⅴ剖面图1200300015003000150042001200300013200770066002553256005632700050010008000500300045003000500500100056325001730.201730.201:81:40.81733.20地面线地面线80042008003000砂砾石填筑3007600200073503001730011236324654971002117000R4500R5000R100011806400300040038003000150030001500420012001200120018002700180014001400280012005800前0+000.000前0+021.000前0+046.000前0+059.500前0+077.500前0+089.900前0+000.000前0+021.000前0+046.000前0+059.500前0+077.500前0+089.900前0+000.000前0+021.000前0+046.000前0+059.500前0+077.500前0+089.9001:1.751:1.751:1.751:1.751:1.751:1.751:1.751:1.7582541514195008000700028°1750011000R200095001735.608009268001737.721738.82210008000170001350046505000740089900300010350说明: 1、图中尺寸单位:高程及桩号以米计,其余均为毫米。 2、前池及泄水陡坡砼强度指标:C25、F200、W6。3、回填料的填筑标准,砂卵砾石用相对密度大于80%%%、碎石土孔隙,其相应干密度由现场碾压试验确定。说明: 1、图中尺寸单位:高程及桩号以米计,其余均为毫米。 2、前池及泄水陡坡砼强度指标:C25、F200、W6。3、回填料的填筑标准,砂卵砾石用相对密度大于80%%%、碎石土孔隙,其相应干密度由现场碾压试验确定。说明: 1、图中尺寸单位:高程及桩号以米计,其余均为毫米。 2、前池及泄水陡坡砼强度指标:C25、F200、W6。3、回填料的填筑标准,砂卵砾石用相对密度大于80%%%、碎石土孔隙,其相应干密度由现场碾压试验确定。1731.5030008002350300080023505373000500800050095001560050030005001:11:11:11:10010005005005003000200040030004002000200040030004002000200040030004002000200030030003002000500500100010001005000205005000300300730040501000405050505400300300730048501000485058507500700300070030007008100700400070054009100150015000300063002000630015001500015005210015001500091001500015004210015001500091001500015004210015001500091001500015004210015001500030006300200063001500150001500521001500150003000630020006300150015000150052100700023132500100050050010005003000500最高水位1739.95最低水位1737.39正常水位1738.91500最高水位1739.95最低水位1737.39正常水位1738.911731.50
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