附图-12S522混凝土模块式排水检查井

1、序号各部尺寸工程1( m5)D0bH120070018012200.190.0723001330330080018013300.220.1144001440井室各部尺寸及工程量表注：1. D+t+50(XH<D+t+1000,表中H值为此种井型 毀大值.2.湖t工程t按D1=D计1T剖面图1注：1. 适用条件：干管簸计夏土岸度不大于10m； 有地下水.2. O.施工妞则及其他贾求详见本图荽总说明.3. 帔土Bi形管觀墙滑砧法籾第本图集16兀4. 30Cf<170.平面图07000800圆形污水检查井(Y01w)图集号12S522审核何彬Id诟皿对I赵和斛左4妇设计I温丽腔临唐頁20

2、2-2剖面图平面图(二)注:1.2.3.4.5.6.适用条件：蓋板顶设讽土： 0.4m< Hs<4.0m；有地下水. 材块施工諏及其維求详见总财困中井室尺寸0b> H. h血 盍板廈号及配M根秦D值 技本岳集第24頁表縦；h值详M駆終 材諮在推酚的同侧加汕窝,籾第本图集97页踏瓯穿辭讯法及直板安装做觀财图集第16 加13页.0900-01500圆形雨水检查井(Y02y)晰 彬祜T校对:建和耐垂妇茹I圖醪顔一1图集号12S52221輕迅管外璧凿毛管外射毛跛土管基211i<10%価20301T剖面图2-J2平面图（一）UX31O3W»lsti5!l!lt»

3、;M9li2-2剖面图 qT±平面图（二）注1. 适用条件：苣板项设计li: 0.4mC Hs： 4.0m; 柄下水.2. 材枳施工绷及其他要求籾总说明.3. 图中井室尺寸氐bHhdt it$号及R»do应根毎D值 技第本图复24页表确定；Ml详見養板配筋图4. 济檜矽在安娄踏步鸽同俐加设會窝，譯見本图集第98页皤 步.5. 混凝土昌步貲穿堆和徴法及域妥装做法井见本图集第16 页及第V页.6. 当D1*D时沆槽底坡度属10% 0900-01500圆形污水检查井（Y02w）图集号12S522审核何彬佔旳校对说和惠I去"豹设计I温函晖Rfc黄I页22090001500

4、圆形雨水检查井(YO2y)井室各部尺寸及工程量表序号袖尺寸0.8mClls<2.0m0.4m<Hs<0.8m, 2.0m<Hs<4.0mD0Hb飜土(m、)OKm5)(m')观号nadott( kg)O iddoit (kg)麻板1500900194018020041213.550.220.33200±1213.550.220.330.11Y02B0926001100194024020041220.530.310.50200<fe1220.530.310.500.19Y02B11380013001940240200鱼1225.580.370

5、.6220041225.580.370.620.33Y02B13490015001940240200$1231.180.440.7520021231.180.440.750.50Y028150900-01500圆形污水检查井(Y02w)井室各部尺寸及工程虽表序号解各箭尺寸0.8m< HsC2.0m0.4mHs<0.8mw 2.0m<Hs<4.0m济榕D0H 1bhd( m5)(m3)盖板型号nddo0( kg)坐艮底板doft( kg)蛛15009002480180200扫213.550.220.33200fi1213.550.220.330.16Y02B0926C01

6、1CO248024020041220.530.310.50200i1220.530.310.500.29Y02B1158CC13002660240200$1225.580.370.62200i1225.580.370.620.47Y02B13490015002840240203$1231.180.440.75200生1442.480.440.750.73YO2B15注：1.2.3.“林下押条件设廿井室尺如bH值应一对丄 韓要奴井知值时闵缔核算壯皱. 淘t工程量校D1 = D豆規井计.0900-01500圆形检查井井室各部尺寸表|图集号12S522审核I何彬8卞升俗校对庞郑朗去&设计I温

7、丽晖幽飒页240700-01500圆形雨水检查井（Y01 y、Y02y）组砌模块数量统计表序号管径各部尺寸井墻模块及漫孔蹶土量D0Hbn(tm)模块代码毎层块敏（块）模坎总敖（坎）通孔120070012201805MY77350.23230070013301806MY77420.28340080014401806MY88480.314500900194018011MY99990.58560011CO194024011MY11111210.92680013CO194024011MY：3131431.0779CO15CO194024011MY15151651.230700-01500圆形污水检查井

8、（Y01w. Y02w）组硼模块数虽统计表序号曾径各部尺寸井堆模块及澄孔iOLEt00Hbn ()楔块代码毎层块敏（块）模块总致（块）緞孔Wi( mM120070012201805MY77350.23230070013301806MY77420.28340080014401806MY88480.314500900248018014MY991260.73560011CO248024014MY11111541.17680013CO266024015MY13131951.4679001500284024016MY15152401.80垃：1.苓表模块欹不色抵井対模块教，需另行统计，按毎层离180.0

9、700井尙使用7模块， 毎环7块/层；0800井筒後用MY8凑块，毎环8块/层.0700-01500圆形检查井模块用量表图集号12S522戦 何檄衍勿俶对温稱拖她讯杨肚I脇漑页252.采用本MMt时，应按工程刻科WtD、Dh D2渭口模块用畳（參見本图莫第16页八盖板规格表盍板辭養板夏土(m)h(m3)Y02B09-10.8< H$<2.01000.09Y02B09-20.4CHs<0.82.0<Hs<4.01200.10钢筋表簸号YC2B09-1Y02B09-2长度躺fti躺*1封28$1286204123x2123x2780>*121*121300412

10、1x2封21x2140直21x24>121x2110O021封213640O321剣212510注：1钢树下层，號在最下屁輸遇 滑M开.2.和梯統为平如I3号珮不包括統或理接长此平面图注：1. 材土为C30; 49*: O-HPB300金-HRB335.2. 跋獗土保护: 40.3. 戢如預制，加设吊环，吊环鮒不小于4牺；吊环理入 破土的长度不应小于JOd.并应甥技或绑扎在钢紬牡.4. 0700人孔可改加800,枫筋玄径.根數相对位置不吏.5. 盖板棋板大祥图務财联釦7兀6. 其他详見本岳莫总说明.0900圆形检查井盖板配筋Y02B09图集号12S522,页28申檢有彬|>H升嫩对

11、宠和息|去&吳/设讯诅丽晖跋型号m±(m)板厚 h(m3)YO2B11-10.8<Hs<2.012005v02B11-20.4< H$<0.8 2.0<HsC4.01400.18平面图Y02B11-1Y02B11-2长度規格OMt412912984S$123x24*123x21090<41214>121500<6121x2封21x21904121x2剣21x2120O121金1214270O4121剣212510注：1.钢統下层号幣在聂下层；瞅遇和瞬开.2.为早均值.3号钢解辭統或焊接长t钢筋表注：1. 土为C30; O: G-

12、HPB3003-HRB335.2. 養板激製土保护劭度:40.3. 上板如阿城吊环，吊环钢筋不小于4G8;吊环埋入酒 凝土朋:度不应小于30d,并酬接或绑扎在辅林上.4. 0700人孔可改加800.梯直黑 柚汲相对位置不交.5. 支板模板大样肆JU跌第17页.6. 其他详见事馬集总说明.01100圆形检查井盖板配筋Y02B11图套号12S522审樹何# 局材校对赵和惠I左“4设计|溫厨聲議游29IM 土(m)h(m3)Y02B13-10.8<Hi<2.01200.21Y02B13-20.4<H$<0.8 20<HY401400.25钢筋表Y02B13-1Y02B1

13、3-2长度fttO金1410$14101340如44x2型44x21300>41414141460剣21x2$121x2210121x2021x2120O封21©1214900O4121如212510图集号12S522页30直线雨水井三通雨水井四通雨水井井室尺寸管径ADD116001000-110018001200200C13CG-1400220015002400160(170026001800-190028002000井室尺寸f径ABDDh 0218CC18CO10C05031000220022CO11001300500-1300260C26001400-1500500-15

14、0030003000160(X1800603 18C0340034001900-2000700-2000井室尺寸t径ABDDI02. 032000180010005CO-10CO500-1000260022001100-130050(M3CO500-1300300026001400-1500500-1500500-150036003000160卜 1800600-1800600-1800400C3400190X2000700-2000700-2000注：DKD.三通污水井四通污水井直线污水井壯尺寸t径ADD11600100CM1001800120020001300-140022001500井室

15、尺寸f fABDDK02180018001000500-1000220022001100-130050Q-13002600260014001500500-1500井皇尺寸#径A8DDID2 D3200018001000504100050(X1000260022001100-1300500-1300500-130030002600140CM500500：DKD.矩形检查井管道接入组合表审核I何初得必对温瓯晖阪坟图集号12S522页32-罡 肯 OTISIMIUHH wbs井匍A2-2剖面图井菱及井屋 / 二jU.剣C屈20021 §蓉榭何形“访诩枝对I赵和息I

16、左设计I温丽晖嗨潢33注：1. 适用条件：芟板顶设计4£： 0.4m<HsC4.0m»2. 采用蘆二纳则及其他要求译财图集总洗乳3. 图中井空尺寸A. b> H. hd攸盖板型号及诙do豔豹龈积 无地下水条件分期财图集第39页和定；h值殺苣板配筋臥4. 财粉在推跆步的同制加没峡，戦桶集第97鵡扒 朋位那.5. 緜土腕昶轴瀬口微法及蓋戡装做法详见本图集釦6页及第13瓦6. 対接入最大管经：0=10031400时*400;0=1500-1700时 d<500;0=1800-2000时 衣 600.7. 当 DUD9f,OOStiC10% 矩形直线雨水检查井(J

17、01y)! 图集号12S522矩形直线雨水检查井（J01 y）井室各部尺寸及工程量表（有、无地下水）序号管径各衿尺寸0.8mCHs<2.0m0.4mC Hs<0.8m. 2.0m<Hs<4.0m(m5)苣板型号DAHbhd«<±( rr?)bhd底牧钢筋m1)dotl( kg)底板垫层doti(kg)底板昭1100016001940200虫1241.060.960.57200<61241.060.960.570.70J01312110031200180019402004121.040.6220041244.541.040.620.88JO

18、I 82413002000194020041248.021.120.66200虫1456.681J20.661.08J01B3514C021201.09615C022002120300200金1251.501.200.703C0200金1460.781.200.701.32J01047160024002300200虫1254.981.280.75220妙464.880.751.56J01B58170024801.411.58(J01B5c. J01B5b)918C026002480200扫258.471.360.79220*146B.981.500.791.84J01B61019C026601

19、.86(J01B5c> J0!B6b)112000280028402001473.081.440.84220*1473.081.580.842.15J01B7(J01B5Oe J01B7b):1.井室尺寸A. bH值宜一一对直.当需姜改变井室H值Of新核算井室事度 2. Or程量按D1 = D计.矩形直线雨水检查井井室各部尺寸表（有、无地下水）图集号12S522丄39矩形直线雨水检査井（J01 y）组砌模块数童统计表料管径各部尺寸井林块（块）及溥孔DAHnmb=300组砌图贞次30M30M-L30M-R*孔11COO1 AM1940ii43615424202.1321100iOW3120

20、0!80019401143516522222.2641300200019401153617624202.3951400212012519224242.6061500220021201253520424242.7471600240023001363623428243.1281700248014625228283.3b91800260024801463526628283.52101900266015628530303.77112000280028401673632032324.20矩形直线污水检查井（J01w）组砌模块数量统计表序号管径各部尺寸井埔察块（块）及港孔0AHn（«m）mb=3

21、00b=400组砌图页次30M30M-L30M-Rif孔沁更工（m'）组砌图页次40M40M-L40M-R潯孔 l«A(m5)11000160030201743623836323.303827234345.282110031200180032001843527036363.703730636365.9041300200032001853628836363.903832436366.21514003J3019530440364.1234238386.56615C0220035602053534040404.573738040407.25垃：1.表中Oft不也括井第模块教，黒另行

22、英计.安毎层氏180,0700井角便用MY7樓块，毎环7块/层；0800井9使用MY8*块，毎环8块/层.2. 呆用表中模块砂，应茯工程实际硕.Dh d洞口模块0（ 如图集第16页）3. 表中各参敏含义详见矩形直纹检奁井组砌图.矩形直线雨水、污水检查井模块用量表图集号12S522§OJ 澎二(m)h(m3)J01B1-10.8<Hs<2.01200.32J01B1-20.4<Hs<0.82.0<H$<4.01400.37盖板规格表塑式J01B1-1J01B1-2长度M*1Q214414141480釧29$1291880A221421500O12t4

23、1212510钢筋表注：1飙攻下层，郭在最下层;号詹 在划疽；钢雋酬M开2号钢筋卞包括描接或焊接长度.注：1. 杯和漫般±为C30;斛:e-HP8300淮-HR8335.2. 盖板帧土保护层黙:40-3畫板如預勺如设吊环，冷环钢角不小于4G8; SO入O£«J长度不应小fJOd，并应理接或绑扎在期雋片架上.4. 0700人孔可改加800, OS径.根软及招对位置不交.5. 萤板揍板大胳耳财图集釦7応6. 其他详见李图集总说期矩形直线检查井盖板配筋J01B1图集号12S522申核I何形閩恤和崽|士4參设计I爲丽晖血滋,J542尹董及井屋和會外鞋毛010/I o巳?|

24、0$2$1T剖面图观?基r4 -I II II II I、/ /Cg注.1 适用条件：蓋板顶设计I土： 0.4m< Hs< 4.0m.2. 采用对料蒐工细则及其他要求详见木田集总说明.3. 用中井矍尺寸A. B. b> H. hdt羞板星号及RfdoOD D1> D2MW.无兔下不条40财用集第67页表粽；h值详咫桃解.4. 沆榕却分在安装踏步的同倒加仪脚発详见本图宴第97更确次5. 破土IS解道尉初做法及養板安装做斛财劭釦6页及釦3页6. 当D1*DBf,OMOiCl0% 1(4U43平面图)b |lOQ矩形四通雨水检查井(J03y)图集号12S522f核I何初4诫嫌

25、对决和創去為设计I温丽晖临滦贡61矩形四通雨水检查井（J03y）井室各部尺寸及底板工程量表（有地下水）粉曾径0.8mCHsC2.0m0.4m< Hs<0.8m> 2.0m<HsC4.0m(mJ養祝型号DD102> 03ABRHbhd瀚t土（）bha底枚钢箔( rr?)dosIt(kg)dostt(kg)>111C005 如 000500*100020CO180010CO1940300200SM 2020062.731.460.84400220414©20098.831.850.961.91J03B12110050CM100500-110026CC2

26、20013C0194040022049200136.102.531.29240$12100199.762.761.293.69J03B23120050X200500-12003.984130C500-130050013004.2651400500-1400500-14003000260015C02120220金 12300250.343.171.6026014300341.123.741.606.68J03B361500600-1500600-15006.667160C600-1600600-160036CC300018C02300240殳 14：C0436.964.422.02300143

27、CO436.965.522.0210.53J038481700600-1700600-1700248011.079180C700-1803700180011.031019007001909700-19004000340020002660260140100523.305.722.393200601 CO683.327.C42.3915.42J03B51120007C32000700*2000284016.08矩形四通雨水检查井（J03y）井室各部尺寸及底板工程量表（无地下水）序号管径各部尺寸0.8mCHs<2.0m0.4m< Hs<0.8m. 2.0m<Hs< 4.

28、0m(m3)兹型号DD1D2> 03ABRHbhdbhddosft(kg)底板dosit(kg)11000500-100050410C020CC18C010CO1940300200#220062.731460.84300220鱼 14©20085.471.600841.91J03D121100500-1100500-1 ICO2600220013001940220220加 4©200120.322.241.15240创 20100176.612.451.153.69J03B23120050 卜 120050412003.9841300503130050(M3C04.2

29、6514005031400500-14003000260015002120>120100224.342.841.444C0260金 1490341.123.741.606.68JO3836150060X1500600-15006.66716006CO-16O0600-160036003000180023004C0240414940C436.964.422.02300«14©100436.965.522.0210.53J03B4817006C01700600-1700248011.07918007CO-18O0701M80C11.031019007CS1900700*1

30、9004COO34C020002660260149100523.305.722.39320416«100683.327.042 3915.42J03B5112COO700-20007002000284016.08注：1.井室尺寸A. B. bH值应一对应.当眠改变井室卜值辭绮核算井鋼取2.湖工程量按D1D2D3兹小曾径计.矩形四通雨水检查井井室各部尺寸表（有、无地下水）图集号12S522闔血豳胡 雷巨躅窗显显页67矩形四通污水检查井（J03w）井室各部尺寸及底板工程量表（有地下水）序 号管径各部尺寸0.8m<Hs<2.0m0.4m<Hs<0.8m. 2.0m&

31、lt;Hs<4.0m(ms)DD1D2 D3ABRHbhd如m')b井址钢筋hddosit (kg)垫展diti(kg)dosff(kg)t100050(X10005CS10002000180010003020220#420098.831.850.96400令1292.7124014020098.832.020.962.31J03B121100503-1100500110026C022001300302040022012100199.762.531.291299.42260剣 20100199.763.001.294.44J03B23120050IM200500120032009

32、9.424.714.9641300501X130050(X130099.4251400500-1400500-140030C0260015003380240129100250.343.461.60剣2112.21280劎 2100341.124.031.607.71J03B36150060415006W217.80矩形四通污水检查井（J03w）井室各部尺寸及底板工程量表（无地下水）号曾径各职寸0.8m< Hs< 2.0m0.4m<Hs<0.8mw 2.0m<Hs 4.0m5)盖板型号D01D2 D3ABRHbhdMmbhd01( m3)d

33、oS(kg)Atdos(kg)垫层(m11000500-100050010002COO18C010003020300220$14©20085.471.600.8430024014920085.471.750.842.31JO30121100500-1109500-11C02600220013003020220$120100176.612.241.15400260SI2100199.763.001.294.44J03B231200500-1209500120032004.714.9641300500-130350CM3C051400500-140950O-14C030002600150

34、0338035604C0240212© 400250.343.461.60280如 40100341.124.031.607.71J03837.8061500600-1509600-1500注：1井室尺寸A.H值应一一对应，当需要改反井室H值时应重新核算井宝度2.卿工程苣按D1D2D3最小管径计矩形四通污水检查井井室各部尺寸表（有、无地下水）图集号12S522审核1何形上|却校对1基利惠应“设计値丽寒且68矩形四通雨水检查井（J03y）组砌模块数量统计表序号管经各部尺寸齐堆模块（块）及漲孔蹶汕DD1D2. D3ABHnmi=2b=300b=400组砌图页次30M30M-L30M-R滚

35、孔漫凝土（m、騒图贡次40M4CM-L40M-R110005COv 1000500-10002COO18001940ii546320922222.766523122224.372110050 卜 11CO500-1.00260022001940656426422223.396628620245.323120050Z2C050312004130050Z300Gocmjoo51400500-140050Z40030002600212012766433624244.256636024246.6361500600150060b 1500716C06CS16006CO-1600360030002300139763-6545526268.30817006C(M7006CO-170024801497-一-49028288.94918007CS16C0700O-19CO700-1900&000340026601510863一一一一65585303010.6211