预制装配式混凝土排水检查井 征求意见稿

(集团)有限责任公司技术审定人：设计负责人：设计校设计制图L22M401页号1校核设计制图LL22M401页页号22校核设计制图LL22M401页页号33校核设计制图目录L22M4014编制说编制L22M401页号5校核设计制图校核设计制图图集号L22M401页号6-2-2-2-3-2-3L22M401页号7校核设计制图规定。L22M401页号8校核设计制图 L22M401页号9校核设计制图DDDφDαφDαL22M401页号校核设计 nxHd2 (D=200-400)L22M401页号校核设计 1 e 1 e钢筋(t)螺旋筋纵向筋重量 (mm) (环) (mm)(mm)(mm)(根)(m)(kg/m) 181284384484584L22ML22M401页号校核设计制图 钢筋(t)螺旋筋纵向筋 (t)(mm) (kg) 钢筋(t)螺旋筋纵向筋 (t)(mm) (kg) 7ee11(mm)(mm)(mm)(根)(m)(kg/m) 18121843844845846847824040L22ML22M401页号校核设计制图DDDDDφDαDαDαDαL22M401页号校核设计xHdDt1 2xHdDt1 2D2012020120 Dt0(D≤600)L22M401页号校核设计8104 9 18104 9 1(mm)(mm)(mm) (m)(kg/m)(kg)12 232445 161718191L22M401页号校核设计制图00Dt0H38000Dt0H380钢筋(mm)螺旋筋纵向筋(mm) (mm) (t)钢筋D(mm)(mm)(mm)螺旋筋纵向筋 (环) (mm) (t) L22M401页号17校核设计制图14510x95 (mm) (m)(kg/m)(kg)114510x95 (mm) (m)(kg/m)(kg)122434445464750∅150506427531 1240 1240LL22M401页号校核设计制图Dt13H1H02Dt13H1H02D留孔孔径120120120120 4.预制构件均设置起吊环，详见本图集第146页5.接口填料采用1:2水泥砂浆或聚氨酯掺和水泥砂浆，2Dt1(D≤600)L22M401页号校核设计制图10x953505010x9535050(mm)(mm)(mm)(根)(m)(kg/m) 1 22 43 44 45 46 475022M401页号校核设计制图Dt120120500Dt0nxHdHH50500Dt0nxHdHH5020120D(D≤600)L22M401页号校核设计Dt1 Dt1 2Dt02 1钢筋(mm)螺旋筋纵向筋(mm) (mm) 钢筋(mm)螺旋筋纵向筋(mm) (mm) (t)钢筋钢筋D(mm)(mm)(mm)螺旋筋纵向筋 (环) (mm) (t)L22M401页号22校核设计制图2nxHdDt12nxHdDt1D Dt0Dt1 Dt0Dt1 L22M401页号核计图校设制核计图校设制5070050150700501(mm)(mm)(mm)(根)(m)(kg/m) 12 232425 261718 19111150LL22M401页号校核设计制图DtH31200DtH31200钢筋(mm)螺旋筋纵向筋(mm) (mm) (t)钢筋D(mm)(mm)(mm)螺旋筋纵向筋 (环) (mm) (t)L22M401页号25校核设计制图4 6784 678(mm) (m)(kg/m)(kg)1224344454647481531764270L22M401页号校核设计制图23hDt123hDt1D留孔孔径 120 Dt0 4.预制构件均设置起吊环，详见本图集第146页Dt0 L22M401页号校核设计制图412012081201208 (mm)(mm)(mm)(根)(m)(kg/m) 1 22 43 44 45 46 47 4817642707076427070L22M401页号校核设计制图2DDt12DDt1nxHd Dt0Dt1 Dt0Dt1 L22M401页号核计图校设制核计图校设制12001200钢筋(mm)螺旋筋纵向筋(mm) (mm) (t)钢筋D(mm)(mm)(mm)螺旋筋纵向筋 (环) (mm) (t)L22M401页号校核设计制图2 D2 D 1111L22M401页号校核设计 75'3'1' 75'3'1'(mm) (mm)(根)(m) 163082228232814170159670815115968161167381770172070282984 421496822133282 21092822.04507055082164258325.171.216.252LL22M401页号校核设计制图H2钢筋(mm)螺旋筋纵向筋(mm) (环)(mm)(kg)(mm)(根)(mm)(kg)(mm)(根)(m)(kg) (t)9H2钢筋(mm)螺旋筋纵向筋(mm) (环)(mm)(kg)(mm)(根)(mm)(kg)(mm)(根)(m)(kg) (t)94040 27φ10均布0螺旋筋螺旋筋筋(mm)纵向(根)(mm)DDt0(mm)∅(kg)(t)(mm)(mm)(D=800)(D=700)11(D=700)(D=700)L22M401页号校校核设设计制制图16x100111'1 16x100111'1 (mm) (mm)(根)(m)(kg/m) 160630604420044344444560152360446601612604474484492889'252025.040.8884.48128859808L22M401页号校核设计制图2323D预留孔孔径150150 2 4.预制构件均设置起吊环，详见本图集第146页 L22M401页号校核设计制图16x10078 916x10078 9(mm)(mm)(mm)(根)(m)(kg/m) 16063060826010006083601232608460140060856015236086601612608760167360886017086089828864210864210991 8642L22M401页号校核设计制图2DtnxHdD2DtnxHdD 150150 2 2 L22M401页号校核设计H2钢筋(mm)螺旋筋纵向筋(mm) (环)(mm)(kg)(mm)(根)(mm)(kg)(mm)(根)(m)(kg) (t)9H2钢筋(mm)螺旋筋纵向筋(mm) (环)(mm)(kg)(mm)(根)(mm)(kg)(mm)(根)(m)(kg) (t)940401 27φ10均布井室上部配筋图井室下部材料表螺旋筋纵向(根)螺旋筋纵向(根)筋(mm)(mm)D(mm)(kg)(mm)∅(t)(mm) (D=700)(D=800) 2248263(D=800)((D=800)(D=700)300L22M401页号校核设计制图DD (m)(kg)1124341231441231441231441231441224384412342484213113 3LDD重量(t)LL22M401页号校核设计制图2112331D(mm)(mm)(m)(kg)12312312312312112331D(mm)(mm)(m)(kg)1231231231231231234123414414414414414424842484 aφa2112 1 1 606060 33DD重量(t)LL22M401页号校核设计制图AADDBDD1DABAADDBDD1DABBL22M401页号L22M401页号校核设计制图180H0 BDt0Dt0180H0 BDt0Dt0D L22M401页号校核设计制图 5291 5291(mm)(mm) (m)(kg/m)(kg)116106016105082 830750~82008884888526272'2850508180234.140.3951.6491501508425032503L22M401页号校核设计制图1283884885262722894L22M401页号校核设计制图11311313钢筋 (mm) (m) (kg)126316106335505501610480508126316106335505501610480508 114224L22M401页号校核设计制图341603341603 4 412412552'3'0033L22M401页号校核设计制图(mm)(mm)(mm)(根)(m) (kg)126316106334805085601358606601610608741263161063348050856013586066016106087245245412631610633480508560135860660161060874校核设计制图L22M4013417278-0056 603417278-0056 6044271'1'41111111117LL22M401页号校核设计制图(mm)(mm)(mm)(mm)(mm)(根)(m) 160161060260161060348050856780670970161070830530541601610602601610603480508567806709701610708416016106026016106034805085678687097016107084 L22M401页号校核设计制图Dt03.预制构件均设置起吊环，位置详Dt03.预制构件均设置起吊环，位置详D ⅡDt0L22M401页号校核设计制图 294×125120504×125120 294×125120504×125120(mm)(mm) (m)(kg/m)(kg)(m3)116106016105082 830750~82008750~820884888526272'2850508180234.140.3951.64915015084250225021'均设置，其余钢筋编号带“'”的置于盖板上层，不为80mm。L22M401页号校核设计制图AB Dt0180180Dt0AB Dt0180180Dt0D ⅡL22M401页号校校核设设计制制图327143271404148414214-0041484142143727271111'1'4111111L22M401页号校核设计制图(mm)(mm)(mm)(mm)(mm)(根)(m) 16016106026016106034805085679808285709701610708305305416016106026016106034805085678271709701610708416016106026016106034805085678687097016107084 L22M401页号校核设计制图180H0A BDt2Dt1Dt1 180H0A BDt2Dt1Dt1 D ⅡL22M401页号校核设计制图DtiDti 4筋L22M401页号校核设计制图414414214414414414214414L22M401页号校核设计制图H3H2n×HdH1100Dt0BDt1Dt2Dt1H3H2n×HdH1100Dt0BDt1Dt2Dt1 D ⅡL22M401页号校核设计制图 LL22M401页号校核设计制图 LDt0L0 L0Dt0L0 LDt0L0 L0Dt0L0 iL22M401页号校核设计制图180H0 DBDt0180H0 DBDt0 Dt0Dt0 L22M401页号校校核设设计制制图8050 6×150250 806×1508050 6×150250 806×15044'611'77'(mm)(mm) (m)(kg/m)(kg)1002 8388484'85259425.191.5808.2062727'6252025.041.5807.96850508200234.600.3951.8291501504L22M401页号校核设计制图1283884885262722894L22M401页号校核设计制图0807070805035080707080501108070708050350807070805011244224钢筋 (mm) (m) (kg)1263189063360060018904100508L22M401页号校核设计制图370805008070708050332126412412741223508070370805008070708050332126412412741223L22M401页号校核设计制图核计图核计图校设制(m)(m)(根)848484(kg)(mm)(mm)888(mm)(kg/m)94.0375080506015496023.57601890080707055557075757055333882140807070555570757570553338821464146414 653 414间距80mm11111'411L22M401页号校核设计制图核计图核计图校设制(m)kgm3)(mm)(mm)(mm)888(kg/m)(根)848484234124056789123413605678912341480567893307041470701890Dt0Dt0D Dt0L22M401页号校核设计制图 3508095×1608086×150250 5×1603 806×150 3508095×1608086×150250 5×1603 806×15011'77'(mm)(mm) (m)(kg/m)(kg)(m3)1002 831010~108081010~10808484'110~18085594295802062727'5202458096850508200234.600.3951.82915015042.井室强度未达到90%时，不允许对盖板进行吊装。3.图中2#、5#、6#、7#、7'#钢筋为加强筋，上下层均设2.井室强度未达到90%时，不允许对盖板进行吊装。3.图中2#、5#、6#、7#、7'#钢筋为加强筋，上下层均设置，其余钢筋编号带“'”的置于盖板上层，不4.吊环应焊接或绑扎在钢筋骨架上。为80mm。L22M401页号校核设计制图180H0 DBDt0 180H0 DBDt0 ⅡDt0L22M401页号校核设计制图080707055557075757055333882140807070555570757570553338821464146414 653 11'11111'411L22M401页号校核设计制图核计图核计图校设制(m)(m)(mm)888(mm)(kg/m)(根)848484(mm)kgm3)2341000567891234112056789123412405678911202857011202857049.9811804127012401240701890图集号L22M401页号73180H0 DBDt1Dt2Dt1 Ⅱ180H0 DBDt1Dt2Dt1 Ⅱ ⅡDt2L22M401页号校核设计制图DtiDti L22M401页号校核设计制图4144144 4144144 L22L22M401页号校核设计制图BDt1Dt2 Dt2BDt1Dt2 Dt2 DDt1L22M401页号校核设计制图核计图校设制核计图校设制LL22M401页号 LDt0L0 L0Dt0L0 LDt0L0 L0Dt0L0iL22M401页号校核设计制图20805001080H20805001080HDDHH2H3H2Dt22002200LL22M401页号核计图校设制核计图校设制Dt1Dt1核计图校设制1010'77'11'12(mm)(mm)(mm) (m)(kg/m) 18824370166570444~200核计图校设制1010'77'11'12(mm)(mm)(mm) (m)(kg/m) 18824370166570444~2004 45 6474482627 228505089220220150150100421'65'L22M401页号 2216155243444885647448292224L22M401页号校核设计制图 2233'322 钢筋 (2233'322 钢筋 (mm) (m) (kg)12700700193037007002530414050813231L22M401页号0校核设计制图Dt1Dt1iL22M401页号校核设计制图7050 Dt0414 27050 Dt0414 2000 32312 L22M401页号校核设计制图L22M401页号(mm)(mm)(mm)(根)(m) (kg)163126063206334050857081570670185970877025307048416312606320633405085708157067018597087702530704841631260632063340508570815706701859708770253070484校核设计制图核计图校设制L0L0核计图校设制L0L0L22M401页号7590907522007590200Dt0/211'Dt05590757590907522007590200Dt0/211'Dt0563323327111'1'117117L22M401页号校核设计制图(mm)(mm)(mm)(mm)(根)(m) (kg)17025307027019307037019307040508567801709808880253080494(mm)(mm)(mm)(根)(m) (kg)1702530702701930703701930704050856780159880888025308049417025307027019307037019307040508567801709808880253080494L22M401页号校核设计制图Dt1Dt1Dt12001600200H3H2200H1Dt2H3H2200H1Dt2HHHHHHHHHHHHD2323233.预制构件均设置起吊环，位置吊环安装图。校核设计制图L22M401页号核计图校设制'77'55'644'1005×16010010×150505×16010010×15050核计图校设制'77'55'644'1005×16010010×150505×16010010×15050(mm)(mm)(mm) (m)(kg/m) (m3)1882437016657044470130~200704 130~20045 6474482627 228505089220220421'65'L22M401页号Dt10HH2H3H220805001080L22M401页号HDt10HH2H3H220805001080L22M401页号HDDt2校核设计制图7590559075200Dt0/2907522007590414334117Dt07590559075200Dt0/2907522007590414334117Dt011'm11'427111'1'117117L22M401页号校核设计制图(mm)(mm)(mm)(根)(m) (kg)1702530702701930703701930704050856780159880888025308049417025307027019307037019307040508567801709808880253080494(mm)(mm)(mm)(根)(m) (kg)17025307027019307037019307040508567801709808880253080494L22M401页号校核设计制图H2H3H2210805001080Dt2HH2H3H2210805001080Dt2HDDt1Dt1L2L22M401页号校核设计制图67(mm)(mm) (m)(kg/m)(kg)125302 867(mm)(mm) (m)(kg/m)(kg)125302 8301630~170008848 8526272'2850508240399.360.3953.70922022043' 9 81 3505044'33'211' 22L22M401页号校核设计制图6080808018x12080116080808018x120801166080801钢筋 (mm) (m) (kg)127029707038008002970413050860606060 243L22M401页号校核设计制图x80Dt0/2500Dt0/250060808060355416Dt0/2130042332132x80Dt0/2500Dt0/250060808060355416Dt0/2130042332132 222004646L22M401页号校核设计制图255255(mm)(mm)(mm)(根)(m) (kg)126325306334050857018597067025307087412632530633405085701925706702530708741263253063340508570199270670253070874(m)(kg/m)(kg)(m3) 8 8 8 8 8 8 8L22M401校核设计制图x80414827411'7117x80414827411'71176080608020011221'1'4L22M401页号校核设计制图255(mm255(mm)(mm)(mm)(根)(m) (kg)170253070270253070341205085678722809802530808417025307027025307034120508567878280980253080841702530702702530703412050856788018458098025308084(m)(kg/m)(kg)(m3) 8 8 8 8 8 8 8L22M401页号校核设计制图414Dti414DtiLBL Dti(2600-Dti)/2L22M401页号校核设计制图 20022002002002200200校核设计制图L22M401页号Dt1H2H3H2H3H2H3500500108050010805001080500Dt2Dt1H2H3H2H3H2H3500500108050010805001080500Dt2D ⅡDtDt2 L22M401页号校核设计制图核计图校设制Dt1L3B3L3核计图校设制Dt1L3B3L3 26002600L22M401页号核计图校设制00Dt0L00Dt0L核计图校设制00Dt0L00Dt0LL22M401页号Dt0Dt0AAB1600BⅡⅡ220220Dt0H3H2180250H00nxHdD校核设计制图L22J401页号9(mm)(mm) (m)(kg/m)(kg)1882 4349(mm)(mm) (m)(kg/m)(kg)1882 434448 8561504602.000.2074.82580627'12116544.660.8884192.00010.389149020235924.722.0009.4410'18254025.082.00010.1611501405082405914.160.3955.592402404xx60120 283x6x1505050 44'77'655' L22M401页号校核设计制图22026002206060601112202600220606060111 钢筋 (mm) (m) (kg)1280080019703800800297040508L22M401页号校核设计制图220260022060Dt0/250070Dt0/250032 220260022060Dt0/250070Dt0/250032 76666815'5Dt0/215202334L22M401页号校核设计制图(mm)(mm)(mm)(mm)(根)(m) 163126063206334120508570815706701859708770253070484163126063206334120508570815706701859708770253070484(m)(kg/m)(kg)(m3) 8 8 8 8 8 8 8L22M401校核设计制图220260022060426222202600220604262211'811'L22M401页号校核设计制图(m)(kg/m)(kg)(m3) 8 8 8 8 8 8(mm)(mm)(mm)(根)(m) 18029708028019708038019708041205085679019369088902970904938538541802970802801970803801970804120508567902013908890297090492652654L22M401页号校核设计制图ⅠDt0Dt0AB 1600ABⅡⅡ220Dt0H3H2180hH0220Dt0H3H2180hH0 2600220D校核设计制图3.预制构件均设置起吊环，位置吊环安装图。L22M401页号220909067 22452205844'33'211'500 38060 602050-21202050-2120 816 88100218562602080 150-220 8416609 150-22020240240 2480 780100100400400230033'2 2580 802400材料表11'30 18029600909067 22452205844'33'211'500 38060 602050-21202050-2120 816 88100218562602080 150-220 8416609 150-22020240240 2480 780100100400400230033'2 2580 802400材料表11'30 1802960 2902960 29605500998813113(m)(kg/m)(kg)(m3)1 283 884 8 8526 2722889450501、本图尺寸均以mm计.2、盖板强度未达到90%时，不允许对盖板进行吊装。3、图中2#、5#、6#、7#、7'#钢筋为加强筋，上下层均设置，其余钢筋编号带“'”的置于盖板上层、不带“'”的置于盖4、吊环应焊接或绑扎在钢筋骨架上。5、7#、7'#钢筋间距为80mm。L22M401页号校核设计制图Dt0Dt0AAB1600BⅡⅡH3H2H3H2DL22J401页号校核设计制图220260022060426222202600220604262211'811'L22M401页号校核设计制图(m)(kg/m)(kg)(m3) 8 8 8 8 8 8(mm)(mm)(mm)(根)(m) 18029708028019708038019708041205085679019369088902970904938538541802970802801970803801970804120508567902013908890297090492652654L22M401页号校核设计制图Dt0BDt0B Ⅱ220220Dt0H3H2180250H00nxHdD校核设计制图ⅠL22J401页号6744'33'211'50053'28 1350506744'33'211'50053'28 135050(mm)(mm) (m)(kg/m)(kg)129702 832050~212088484' 858260425.212.00010.4262727'18258025.162.00010.328501605082605313.780.3955.4492402404 1'9 L22M401页号校核设计制图606060601000601 2 2 111L22M401页号606060601000601 2 2 111L22M401页号 钢筋 (mm) (m) (kg)1270297070380080029704130508校核设计制图602202600220Dt0/2500Dt0/25006010006032 26 416 2 Dt0/21520 1 3321602202600220Dt0/2500Dt0/25006010006032 26 416 2 Dt0/21520 1 3321 L22M401页号校核设计制图385385(mm)(mm)(mm)(根)(m) 1202970703413050856022066066029706087412029707034130508560229560660297060872654(m)(kg/m)(kg)(m3) 8 8 8 8 8 8L22M401校核设计制图60100220260022011'82 42627220121341220260060100220260022011'82 426272201213412202600332L22M401页号校核设计制图385385(mm)(mm)(mm)(根)(m) (kg)180297080280297080340508567820809099029709084180297080280297080340508567821639099029709082654(m)(kg/m)(kg)(m3)8888888L22M401页号校核设计制图L22M401页号校核设计制图L22M401页号校核设计制图Dt00nxHdH1DBDt00nxHdH1DB L22J401L22J401页号校核设计制图rCrC核计图校设制000图集号L22J401页号129L1B1L1L1B1L1Dt0L1B1L1L1B1L1Dt0 003040L3B3L33040平面图(一)平面图(一)L22J401页号核计图校设制核计图校设制10~15 1 21b10~1510~15(矩形)(圆形) mS1a55457011025206050801202520 BmmSSbb10~15 1 21b10~1510~15(矩形)(圆形) mS1a55457011025206050801202520 BmmSSbbm1m1S1aa aabb7L22M401页号校校核设设计制制图10~1510~15 A校核设计制图 L22M401页号6°16°6°6°16°6°23L22M401页号校核设计制图HDCEHGCAFBFCEDHBGAEFABCDEFGHABCDEFGHDDDDDHDCEHGCAFBFCEDHBGAEFABCDEFGHABCDEFGHDDDDDAGBAGBABCDEFGHIJL2L22M401页号校核设计制图HDCEHGCAFBFCEDHBGAEFABCDEFGHABCDEFGHDDDDDHDCEHGCAFBFCEDHBGAEFABCDEFGHABCDEFGHDDDDDAGBAGBABCDEFGHIJL2L22M401页号校核设计制图CLDEABHLDFMK NGBADEGBEDFCBBAFGACABCDEFGHIJKLMNDDDDDDDDCLDEABHLDFMK NGBADEGBEDFCBBAFGACABCD