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1、门中华人民共和国建设部京市市政设计研究院扩行日期二00二年三月一日品文,.a建质200248号GJRT -35195S517设;定旨序号图名页1日录-. 12总说明M._. 23 -J飞字式管道出水口睛4J飞字式管道出水口砖各部尺才及工程数量表M.M.45八字式管道出水口蒙翻块石或混凝土)6J飞字式管道出水口(蒙翻块石或混凝土)各部尺才及工程数量表.67一字式管道出来口砖).8一字式管道出水口砖各部只才表.89.字式管道出来口砖工程数量表._._._.- 910一字式管道出水口浆砌块石或混凝土)11一字式管道出水口浆翻块石或混凝土)各部尺才表._.11序号图名页12一字式管道出水口紫翻块石或混
2、凝土工程数量表.1213门字式管道出水口静)14门字式管道出水口稀各部尺才表._._. 1415门字式管道出水口辞)工程数量表_. 1516门字式管道出水口蒙翻块石或漫凝土17门字式管道出水口蒙翻块石或混凝土各部只才表._.1718门字式管道出水口浆翻块石或混凝土工程数量表.归_. 1819八字式门字式出水口下游护翻一20八字式门字式出水口下带护翻二).-国集号I95S5178=2Htbltl0365M7.5水混砂辈翻MUl0哥C20提凝土帽石43LC20混凝土III-,天然级配砂石垫层厚200曾遭基础冰凉地区制面应增至300-6Cl0混摄土基础IIl30G12bJ与L霄&浦腿塞曾咽呻回问则时
3、也矶b30LJ65LL281t-I i IJU斗1寸11L11L -1.JTTLL -l斗主,主飞000问主三!1 /.J.国I:万与.JL- .J一守Ir-一俨-立.1- 222部说明:1.单位:毫米。2. D 1000 Hl =100003.一字莫墙用M7.5水混砂蒙翻MU10砖，外露部分用1:2水泥砂浆句缘o4.明渠护翻M7.5水泥砂兼翻MU10碍，1:2水泥砂浆句缝?从出口:真墙处开始3米长度内为渐变段，边坡自1:1变为1:1.5,如明渠为其它拨度时?按明渠放度渐变。5.b2为下游明渠束宽。6.本图仅适用于下潜河渠为经常无术的情况。7.管现耐翻Ii:1)(1000，被高125;D)10
4、00，璇高2500飞1/国集号I95S517?易与i核对i方兔年|设、Bb1 ,Bt ,LDH1000 1500 2000 2500 3000 3500 4000 4500 5000 55006000 hi BlL3003150 41505150 6150 7150 8150 9150 10150 11150 12150 13150 1503150 1500400 3200 42005200 6200 7200 8200 9200 10200 11200 12200 13200 200 32001500500 4250 525062507250 8250 9250 10250 11250 12
5、250 13250 250 3250150060043005300 630073008300 9300 10300 11300 12300 133003003300 1500+700 4350 5350 6350 7350 8350 9350 10350 11350 1235013350 350 3350 20008004400 5400 6400 740084009400 104001140012400 13400 400 3400 2000900 4450 5450 6450 745084509450 104501145012450 134504503450250010005500 650
6、0 750085009500 10500 11500 12500 13500 5003500 250011005550 6550 7550 8550 9550 10550 115501255013550 550 3550 30001200 5600 6600 760086009600106001160012600 13600 600 3600 3500,1350 5680 6680 7680 8680 9680 10680 11680 12680 13680 680 36804000150067507750 8750 9750 107501175012750 13750 750 3750450
7、016506830 7830 8830 9830 10830 11830 1283013830 830 3830 450018006900 7900 8900 990010900 11900 12900 13900 900 3900 500020008000 90001000011000 12000 13000 14000 10004o500022008100 9100 10100 11100 121001310014100 1100 4100550024009200 10200 11200 12200 1320014200 1200 4200 6000b. X. YH1000 1500 20
8、00 2500 3000 3500 4000455000 55006000b550 830 110013BO 165019302200 2480 2750 3030 3300XO500 250。500250。500250。500Y 250。500 250。500 250。500250。,叶俯H川H-水表?山山才?准胆目八如管部广式各一制牢国集号I95S5171MUlO暗砌体体积(mS)CI0混凝土体积(mS)C20混凝土3005.59 8.59 12.8017必23.7030.1239.12 49.54.8173.89.653001.97I)3.06 3.464.204.555.276.036
9、.437.13 7.910.23400 5.588.5712.79 17.46 23.7130.1439.1449.63 59.9373.锦89.创400 2.012.38 3.13 3.52 4.284.645.406.166.557.30 8.060.315008.5412.78 17.46 23.7430.1839.22 49.74创.0774.1790.16 500 2.46 3.213.62 4.39 4.75 5.526.296.68 7.458.220.41600 11.59 16.61 22.08却.1436.拥46.2257历创.7083.62i侃6002.523.31 3.
10、714.切4.86 5.646.43.6.837.618.380.4870012.6217.89 23.6330.95 38.4748.60.2071.6486.86103.部700 2.613.40 3.81 4.60 4.98 5.78 6.566.987.768.56 0.56800 12.6117.88 23.6230.9438.4748.创60.2471.70盼.95104.11 8002.创3.饲3.924.715.105.906.71 7.137.928.73 0.64900 13.6419.15 25.1532.74钊.5450.9362.8374.5890.12107.579
11、002.763.594.01 4.825.21 6.03 6.847.288.098.900.72100019.13 25.13 32.70钊剧盟.90监A74.锦90.13107.创1000 3.81 4.265.11 5.536.387.247.698.54 9.410.79110020.4226.创34.50 42.56 53.2 65.3977.钊93.26 1111.0211003.91 4.35 5.225.646.517.397.848.719.58 0.871200 21.7428.2536.30钊.6455.54 67.9780.2996部114.42 12004.4.45 5.33 5.776.创7.537.988.86 9.74 0.95135023.0538.46.67 57.8070.钊83.佣99117.76113504.14 4.61 5.50 5.94 6.837.74 8.20 9.1110.1.08150031.31 39.78 48.6159.锵72.8685.沱102.31 120.8
