管體結(jié)構(gòu)尺寸與配筋設(shè)計圖冊

鋼筋混凝土排水管管體結(jié)構(gòu)尺寸與配筋設(shè)計圖冊文件編號：分發(fā)號：編制：審核：批準(zhǔn)：XXXXXXXXXXXX有限公司二○○九年九月本圖冊以下內(nèi)容由國家混凝土制品質(zhì)量監(jiān)督檢測中心、北京市市政研究院、蘇州混凝土水泥制品研究院、山東省水泥質(zhì)量監(jiān)督檢驗站共同編制的《鋼筋混凝土排水管管體結(jié)構(gòu)尺寸與配筋設(shè)計圖冊》復(fù)制而成，圖號、頁次及內(nèi)容均與原圖冊一致。鋼筋混凝土排水管管體結(jié)構(gòu)尺寸設(shè)計圖紙目錄說明03.D300-1200承插口管A04.D300-1200承插口管B05.D1350-1500承插口管06.D300-800自應(yīng)力管型承插口管17.D1350-3000柔性企口管18.柔性企口管接口結(jié)構(gòu)尺寸設(shè)計說明本設(shè)計依據(jù)GB/T11836-2009《混凝土和鋼筋混凝土排水管》管子的各種接口型式進(jìn)行設(shè)計。并參考引進(jìn)的國外制管設(shè)備所帶來的管接口尺寸、制管企業(yè)實用尺寸并密切結(jié)合國情設(shè)計。由于近些年來開槽施工已經(jīng)多采用國標(biāo)Ⅱ、Ⅲ級管、橡膠圈密封的柔性接口管，頂進(jìn)施工也是如此。本設(shè)計突出柔性接口管、管壁厚采用Ⅱ、Ⅲ級管的壁厚。承插口管含直徑300～1500mm各規(guī)格。其中300～1200mm分為適應(yīng)離心制管（A型）和離心、懸輥制管（B型）兩種。直徑1350～1500mm則參考國外承插口管型設(shè)計。國內(nèi)不少廠采用自應(yīng)力管模型生產(chǎn)排水管，本圖冊也給出具體尺寸，方便參考。鋼承口管含直徑600～3000mm各規(guī)格。分三種類型。A型為管插口帶膠圈槽的一種。C型為管插口帶有鋼板套箍，形成膠圈槽的一種。C型對頂進(jìn)施工，加強管口承壓力起到良好的作用，但管口成型較困難。這兩種管型是頂進(jìn)施工的優(yōu)選管材。B型是插口呈一斜直線。在我國北方使用較多。這種管接口型式，從設(shè)計分析，在頂進(jìn)施工中如采用注漿工藝，橡膠圈受注漿壓力，有向插口端部推移的可能性，一旦發(fā)生，會影響接口密封效果，目前尚未發(fā)現(xiàn)問題。鋼承口管的制作難點是鋼板環(huán)與管體之間的防滲處理，如果做不好，在內(nèi)水壓力檢驗時，可能發(fā)生沿鋼板環(huán)串水。圖中僅給出示意性的措施，生雙插口管同樣是頂進(jìn)施工用管，管兩端都是插口，成型比較簡單。它的缺點是鋼套環(huán)必須帶有鋼腹板，接口件耗鋼量大，而且比鋼承口多用一個橡膠圈，因此成本較高。為保證鋼承口管、雙插口管的鋼板件與混凝土有同樣的使用壽命，務(wù)必按說明做好鋼板件的防腐蝕工作。柔性企口管是引進(jìn)國外制管設(shè)備后帶來的一種管型。主要用于大直徑管、開槽施工。短距離頂進(jìn)施工也常采用。丹麥的柔性企口管設(shè)計，承口與插口壁厚基本一致，插口較承口長5mm。管道施工后，關(guān)接口外壁形成縫隙。本設(shè)計為適應(yīng)開槽施工兼顧頂進(jìn)施工要求，承口壁相對加厚，承插口長度取一致。開槽施工管道內(nèi)外均預(yù)留15～20mm縫隙。頂進(jìn)施工時承口端面貼橡膠板，承口承受施工頂力。施工后，管道內(nèi)形成接口縫，必要時可做勾縫防水處理。這種管型丹麥最小直徑取1350mm，最小管壁厚155mm。德國從1000mm開始，最小管壁厚160mm。本設(shè)計從1350mm開始，最小管壁厚取160mm。離心或懸輥制管，可直接采用此圖。立式振動制管，為實現(xiàn)立即脫模，管身需要一定的梢度，可參考圖中相關(guān)尺寸調(diào)整。幾種管型的技術(shù)參數(shù)除承插口管外，都是按管長2m給出的，實用中可根據(jù)具體情況選用管。所有柔性接口盡量采用滑動就位的非圓截面的橡膠圈。橡膠圈內(nèi)直徑取管插口工作面直徑的0.85～0.9倍。橡膠圈截面高與接口間隙成一比例數(shù)，因橡膠圈截面形式而改變。如某橡膠圈廠推薦唇形截面取系數(shù)1.5。即如間隙為10mm，則膠圈截面高取15mm。各地采用橡膠圈形式不同，根據(jù)經(jīng)驗，采用適宜的尺寸的橡膠圈。4545°2C放大R10R1015°C接口尺寸圖L5（L6）L2L3L1AL422BD1δD6D5D4D3D2DnD8D7DwHR5管體外形圖L0L＝L0＋AD8DnDwDw 承插口鋼筋混凝土排水管尺寸表（A）管內(nèi)徑Dnmm管壁厚Hmm管外徑Dwmm有效長L0mm管全長Lmm接縫寬Bmm縫間隙δmm插口尺寸承口尺寸管重量t/根AmmL1mmD1mmD2mmD3mmL2mmL3mmL4mmL5mm(L6)mmD4mmD5mmD6mmD7mmD8mm3004038040004095201195603583623762570201201943603803844044840.4704004549040004095201195604684724862570201202124704904945146040.7005005561040004095201195605885926062570201202505906106146347441.05060060720400041102013110756947007162580251302726967207267468661.280700708404000411020131107581482083625802513031081684084686610061.825800809604000411020131107593494095625802513034793696096698611462.53690090108040004110201311075105410601076258025130384105610801086110612862.8251000100120040004110201311075117411801196258025130422117612001206122614263.8341100110132040004110201411075129212981316258025130459129613201326134615664.5001200120144040004110201411075141214181436258025130496141614401446146617065.582說明：1.本圖適應(yīng)離心懸輥制管工藝成型鋼筋混凝土排水管，采用滑動就位或O截面滾動就位橡膠圈。2.推薦管有效長2500、3000、4000毫米。本圖L0＝4000毫米。D300-1200×4000承插口管（A）圖號AC00頁次034545°2C放大R10R1015°C接口尺寸圖L5（L6）L2L3L1AL422BD1δD6D5D4D3D2DnD8D7DwHR5Dw管體外形圖L0Dw管體外形圖L0L＝L0＋AD8Dn 承插口鋼筋混凝土排水管尺寸表（B）管內(nèi)徑Dnmm管壁厚Hmm管外徑Dwmm有效長L0mm管全長Lmm接縫寬Bmm縫間隙δmm插口尺寸承口尺寸管重量t/根AmmL1mmD1mmD2mmD3mmL2mmL3mmL4mmL5mm(L6)mmD4mmD5mmD6mmD7mmD8mm3004038030003090201190603583623762070201201943603803844044840.3444004549030003090201190604684724862070201202124704904945146040.5065005561030003090201190605885926062070201202505906106146347440.7446006072030003090201390606967007162080251202726967227267468661.01170070840300030902013906081682083620802512031081684284686610061.38380080960300030902013906093694095620802512034793696296698611461.8169009010803000309020139060105610601076208025120384105610821086110612862.310100010012003000309020139060117611801196208025120422117612021206122614262.868110011013203000309020149060129412981316208025120459129613221326134615663.490120012014403000309020149060141414181436208025120496141614421446146617064.177說明：1.本圖尺寸適應(yīng)離心、懸輥制管工藝生產(chǎn)的鋼筋混凝土排水管，管接口應(yīng)采用滑動就位橡膠圈。2.推薦管有效長2500、3000毫米。本圖L0＝3000毫米。D300-1200×3000承插口管（B）圖號BC00頁次04D10D10D4D3D2D1D9D8D7D6D5DnδHR515°LC135R10R10R10R10R5R5R5R3R3752573250305Dw12520管體外形尺寸L0L管體外形尺寸L0LDwDnD10管插口尺寸管插口尺寸承插口鋼筋混凝土排水管尺寸表（C）管內(nèi)徑Dnmm管壁厚Hmm管外徑Dwmm有效長L0mm管全長Lmm縫間隙δmm插口環(huán)向尺寸承口環(huán)向尺寸砼體積Vhm3/m管重量Qt/mD1mmD2mmD3mmD4mmD5mmD6mmD7mmD8mmD9mmD10mmLCmm13501351620300031351515101514153215361520152415401544155818083251.9604.90015001501800300031351516701674169216961680168417001704171819883432.5006.251說明：管有效長推薦2500、3000毫米。本圖L0＝3000毫米。離心或懸輥成型。D1350-1500承插口管尺寸圖號CC00頁次05D4D4D1D2D3D8D7D6D5HDwDnL1220L4ABL3L2L6L5L10L9δL8L7管接口尺寸L＝L0＋AL0＝4000DwL＝L0＋AL0＝4000DwDnD8管外形尺寸承插口（自應(yīng)力管模）管尺寸表管內(nèi)徑Dnmm管壁厚Hmm管外徑Dwmm管全長Lmm接縫寬Bmm縫間隙δmm插口尺寸承口尺寸管重量t/根AmmL1mmL2mmL3mmL4mmD1mmD2mmD3mmL5mmL6mmL7mmL8mmL9mmL10mmD4mmD5mmD6mmD7mmD8mm3004038040881710.0882515188376382397105203550553103784014024115100.4704004549041072011.510735152015490496514127274555723504925185195306400.7005005561041072011.510735152015610616634127274555723956126386396507801.0706006072041172512.511740202015718726743142275065774757247507517629101.415800896041402514.01405020252395896698416535607095592963993994100812142.536D300-800×4000自應(yīng)力管型承插口管圖號ZC00頁次06管接口型式圖管接口型式圖D8D3D2D1D4D7D6D5HDwDnD930575(65)R325135(125)R5R5R10R5R3R10R5R52073(68)260(55)δ135(125)管外形尺寸圖L＝2135Dn管外形尺寸圖L＝2135DnDwL0＝2000柔性企口鋼筋混凝土排水管尺寸表管內(nèi)徑Dnmm管壁厚Hmm管外徑Dwmm有效長L0mm管全長Lmm縫間隙δmm插口環(huán)向尺寸承口環(huán)向尺寸砼體積Vhm3管重量Qt/根D1mmD2mmD3mmD4mmD5mmD6mmD7mmD8mmD9mm1350160167020002125141464146814841488147414781492149615101.5173.7921500165183020002125141618162216381642162816321646165016641.7254.3121650165198020002135141768177217881792177817821796180018141.8814.7001800180216020002135141928193219481952193819421956196019742.2385.5962000200240020002135152148215221702174215821622178218221962.7636.9082200220264020002135152358236223802384236823722388239224063.3438.35824002302860200021351525682572259025942578258225982602261637989.470260023530702000213515277427782792280027842788280428082822418410.460280025533102000213515299429983016302030043008302430283042489212.2303000275355020002135153204320832263230321432183234323832525.66014.140說明：1.管有效長度推薦2000、2500、3000毫米。本圖L0＝2000毫米。2.括弧內(nèi)尺寸適應(yīng)于直徑1350、1500毫米管。D1350-3000×2000柔性企口管圖號RQ01頁次17DwDwDnD9D8D7D6D5D4D3D2D1R10R5R5R5R5R5R105R3R3H307525135δ1352073260管接口型式管外形尺寸圖L＝2135Dn管接口型式管外形尺寸圖L＝2135DnDwL0＝2000柔性企口管接口圖號RQ02頁次18鋼筋混凝土排水管截面配筋設(shè)計圖紙目錄（注：以下圖紙頁次欄數(shù)字為原圖冊頁次）表Ⅱ－01Ⅱ級D200-1200鋼筋混凝土排水管表Ⅱ－02Ⅱ級D1350-3000鋼筋混凝土排水管表Ⅱ－03Ⅱ級D200-1500鋼筋混凝土排水管配筋表Ⅱ－04Ⅱ級D1600-3000鋼筋混凝土排水管配筋表Ⅲ－01Ⅲ級D200-1200鋼筋混凝土排水管表Ⅲ－02Ⅲ級D1350-3000鋼筋混凝土排水管表Ⅲ－03Ⅲ級D200-1500鋼筋混凝土排水管配筋表Ⅲ－04Ⅲ級D1600-3000鋼筋混凝土排水管配筋表Ⅲ－05Ⅲ級D2600-3000鋼筋混凝土排水管配筋A(yù)截面配筋設(shè)計說明前言近年來。涉及鋼筋混凝土排水管結(jié)構(gòu)計算的規(guī)范已經(jīng)有了新的制定和修編，如：《混凝土結(jié)構(gòu)設(shè)計規(guī)范》已修訂為現(xiàn)行的GB50010-2002《混凝土設(shè)計規(guī)范》，對材料強度、配筋計算做了新的規(guī)定。GB50332-2002《給水排水工程管道結(jié)構(gòu)設(shè)計規(guī)范》予2003年頒布。CECS143:2002《給水排水工程埋地預(yù)制混凝土圓形排水管管道結(jié)構(gòu)設(shè)計規(guī)程》中國工程建設(shè)標(biāo)準(zhǔn)化協(xié)會予2003年頒布。對鋼筋混凝土排水管結(jié)構(gòu)計算作出了具體規(guī)定。另外，混凝土排水管企業(yè)使用的鋼材由大量使用冷拔低碳鋼絲改為冷軋或熱軋帯筋鋼筋。采用不同的鋼材對計算截面配筋面積結(jié)果有很大影響?；谝陨?，有必要對鋼筋混凝土排水管的結(jié)構(gòu)配筋進(jìn)行重新計算。圖冊設(shè)計依據(jù)2.1GB/T11836-1999《混凝土和鋼筋混凝土排水管》2.2GB50010-2002《混凝土結(jié)構(gòu)設(shè)計規(guī)范》2.3GB50332-2002《給水排水工程管道結(jié)構(gòu)設(shè)計規(guī)范》2.4CECS143:2002《給水排水工程埋地預(yù)制圓形管管道結(jié)構(gòu)設(shè)計規(guī)程》2.504S516《混凝土排水管道基礎(chǔ)及接口》3.編制要點3.1根據(jù)現(xiàn)行標(biāo)準(zhǔn)、規(guī)范、規(guī)程對管體配筋進(jìn)行計算及圖表的編制。3.2鋼筋材料一律采用冷軋及熱軋帶肋鋼筋進(jìn)行計算及圖表制作。當(dāng)采用冷拔低碳鋼絲時，圖冊給出了參考換算系數(shù)。3.3增加了直徑1400mm1600mm兩個規(guī)格；增加了部分管規(guī)格常見的管壁厚度。3.4考慮鋼筋骨架滾焊機的鋼筋焊接效果，當(dāng)采用直徑10mm鋼筋仍不能滿足螺距要求時，圖冊提供了用兩根直徑10mm鋼筋并纏的配筋圖表。4.適用范圍4.1本圖冊供鋼筋混凝土排水管生產(chǎn)企業(yè)或設(shè)計、產(chǎn)品質(zhì)量監(jiān)督檢驗部門參考使用。4.2依據(jù)本圖冊配筋圖表生產(chǎn)的鋼筋混凝土排水管適用于不同基礎(chǔ)形式的開槽施工用管；頂進(jìn)施工用管配筋設(shè)計適用于頂進(jìn)施工用鋼筋混凝土排水管。5.基本設(shè)計規(guī)定5.1基本計算條件見下表管級別管頂覆土厚（m）地面堆積荷載（kN/m）管道基礎(chǔ)形式Ⅰ6.010180°混凝土Ⅱ3.51090°砂（土）?、?.51090°砂（土）弧5.2計算原則按承載能力極限狀態(tài)進(jìn)行強度計算，靜力計算荷載為管自重、豎向土壓力、側(cè)向土壓力、管內(nèi)水重、堆積荷載等。進(jìn)行強度計算時按CECS143:2002規(guī)程確定各分項系數(shù)。管斷面內(nèi)層鋼筋按受彎構(gòu)件計算；管斷面外層鋼筋按大偏心受壓構(gòu)件計算；按正常使用極限狀態(tài)驗算裂縫，允許最大裂縫寬度Wmax≤0.2mm。5.3材料強度混凝土強度等級取C30，軸心抗壓設(shè)計強度ft＝14.3N/mm2；軸心抗拉標(biāo)準(zhǔn)強度ftk=2.01N/mm2。冷軋及熱軋帶肋鋼筋標(biāo)準(zhǔn)強度fyk=550N/mm2，抗拉設(shè)計強度fy=360N/mm2。5.4管壁厚＜100mm的管子可配單層筋，環(huán)向鋼筋中心位置應(yīng)在距離管內(nèi)表面五分之二管壁厚處（2/5×t）管壁厚≥100mm的管子，應(yīng)配雙層鋼筋，其內(nèi)、外環(huán)向鋼筋凈保護(hù)層為20mm。對于直徑1000mm、管壁厚為100mm的Ⅰ級管經(jīng)驗證明，也可用單層筋。5.5鋼筋骨架按滾焊機焊接成型計算。鋼筋骨架兩端的環(huán)向鋼筋應(yīng)1～2圈，最大螺距不大于150mm。5.6縱向鋼筋直徑原則上應(yīng)與環(huán)向環(huán)向鋼筋一致，但在環(huán)向鋼筋直徑小于5mm時，為保證鋼筋骨架的縱向剛度，也取5mm?？v向鋼筋根數(shù)按GB/T11836-1999標(biāo)準(zhǔn)規(guī)定：滾焊機成型的鋼筋骨架相鄰縱向的間距不得大于400mm，并不得少于6根。本設(shè)計采用6、8、12、16、24、32根系列，實際生產(chǎn)中可隨滾焊機設(shè)置，但必須滿足GB/T11836-1999標(biāo)準(zhǔn)中縱向鋼筋間距的規(guī)定?？v向鋼筋兩端混凝土凈保護(hù)層為10mm。6.圖冊內(nèi)容6.管規(guī)格除國標(biāo)規(guī)定的直徑200～3000mm21個規(guī)格外，又增加了1400、1600兩規(guī)格。管壁厚Ⅰ級管取最小，推薦及1/10×t三種壁厚（直徑2400以上含國標(biāo)Ⅱ、Ⅲ級管規(guī)定值）；對于小直徑管又增加了常見的管壁厚。Ⅱ、Ⅲ級管取國標(biāo)規(guī)定的最小管壁厚；直徑2400、2600、2800、3000mm管又增加了1/10×t壁厚。6.2圖表每個級別、每種規(guī)格管分管參數(shù)、配筋圖表兩幅。分別給出了混凝土用量、管重量、配筋面積、鋼筋骨架的幾何尺寸及鋼筋用量。6.3依據(jù)04S516《混凝土排水管道基礎(chǔ)及接口》圖冊，綜合了Ⅰ、Ⅱ、Ⅲ級管在混凝土基礎(chǔ)、砂（或土）基礎(chǔ)時不同支承角度條件下的允許覆土厚度、管道頂進(jìn)施工允許覆土厚（見附錄二，排水管實際工程條件）。7.圖冊應(yīng)用7.1圖冊中給出的各項數(shù)據(jù)都是按每米管長計算的，將圖表中數(shù)據(jù)乘以實際管長（米）即可得出產(chǎn)品實際應(yīng)用數(shù)據(jù)。7.2實用中如果所用鋼筋直徑與圖冊不一致時，可根據(jù)表中給出的最小配筋面積重新計算每米管長的鋼筋根數(shù)，并核算裂縫；如果使用冷拔低碳鋼絲，考慮其設(shè)計強度為320N/mm2，低于冷軋或熱軋帶肋鋼筋強度，鋼筋用量增加，增加量首先按冷軋鋼筋與冷拔低碳鋼絲設(shè)計強度比值即360/320=1.125，乘圖冊給出的配筋面積，再按管道結(jié)構(gòu)計算規(guī)程給定公式核算裂縫開展寬度，一般都要提高鋼筋用量直至計算裂縫寬度≤0.2mm為止7.3實用中如果混凝土強度等級高于C30，一般鋼筋用量不作調(diào)整。按計算結(jié)果分析，當(dāng)混凝土等級為C40時，鋼筋用量可降低3％。7.4鋼筋骨架設(shè)保護(hù)層卡，其形狀、數(shù)量分布不作具體規(guī)定?？砂葱虚g隔約500mm、兩行交錯分布考慮。7.5表中鋼筋用量只是環(huán)向鋼筋與縱向鋼筋的計算用量，不包括兩端密繞兩環(huán)的增加值和輔助鋼筋用量。8.用于頂進(jìn)施工的管截面配筋為適應(yīng)管道頂進(jìn)施工用管的需要，本圖冊給出了用于頂進(jìn)施工的鋼筋混凝土排水管截面配筋設(shè)計圖表?；炷猎O(shè)計強度采用C40。在圖冊附錄中給出了頂進(jìn)施工用管的控制頂力和管口局部加強的鋼筋配置參考圖。表Ⅱ－01鋼筋混凝土排水管管節(jié)計算長度每米管內(nèi)徑D0（mm）管壁厚t（mm）管外徑D1（mm）混凝土用量最小配筋面積（mm2）鋼筋用量（kg）管重量（kg）外壓荷載（kN）（m3）（kg）內(nèi)層外層裂縫破壞200302600.0225285.7—1.4541523352700.0266277.0—1.365300303600.03175185.3—2.4781929353700.03788159.9—2.292403800.043103142.9—2.1107400404800.055133250.6—3.61382741454900.063151223.5—3.3157500506000.086207317.7—5.12163248556100.096230289.4—4.8240600607200.124290386.6—7.13114060700708400.169406457.3—8.14234771800809600.221531529.8—13.155354819009010800.280672604.2—17.26996192100010012000.345829490.7369.726.786469100110011013200.4181003533.3380.832.5104574110120012014400.4971194573.9392.236.5124381120Ⅱ級D200-1200鋼筋混凝土排水管圖號PJ201頁次27表Ⅱ－02鋼筋混凝土排水管管節(jié)計算長度每米管內(nèi)徑D0（mm）管壁厚t（mm）管外徑D1（mm）混凝土用量最小配筋面積（mm2）鋼筋用量（kg）管重量（kg）外壓荷載（kN）（m3）（kg）內(nèi)層外層裂縫破壞135013516200.6291511637.4413.743.5157490135140014016800.6771625659.2421.845.9169393140150015018000.7771865707.0441.055.6194399150160016019200.8842122752.6459.261.42211106159165016519800.9402257775.8468.764.42351110170180018021601.1192686847.0498.474.22798120180200020024001.3823316945.5540.693.73454134200220022026401.67240121051.0587.1115.04179145220240023028601.89945591203.7672.2138.5474915223024028801.99047751157.3634.1133.84974260023530702.09250211396.5784.4173.8523017226026031202.33556041270.5684.7158.95873280025533102.44658711512.2834.2213.0611518528028033602.70864991387.4737.2197.36770300027535502.82867871628.2884.4238.4707019830030036003.10974611505.0789.9221.97772Ⅱ級D1350-3000鋼筋混凝土排水管圖號PJ202頁次28表Ⅱ－03管節(jié)配筋管節(jié)配筋計算長度每米管內(nèi)徑D0（mm）管壁厚t（mm）管外徑D1（mm）骨架層位鋼筋面積（mm2）環(huán)向筋縱向筋鋼筋用量（kg）直徑（mm）環(huán)內(nèi)徑（mm）環(huán)數(shù)（環(huán)）螺距（mm）重量（kg）直徑（mm）根數(shù)（根）重量（kg）20030260單層85.7322112.182.40.5560.91.435270單層77.0322511.091.80.4560.91.330030360單層185.3332126.238.11.5560.92.435370單層159.9332522.644.21.3560.92.240380單層142.9332920.249.41.2560.92.140040480單層250.6442820.050.12.7560.93.645490單層223.5443217.856.22.4560.93.350050600單層317.7453625.339.54.2560.95.155610單層289.4454023.043.43.9560.94.860060720單層386.6564319.750.86.2581.27.170070840單層457.3575119.750.77.2581.28.180080960單層529.8685818.753.311.3681.813.1900901080單層604.2696621.446.814.56122.717.210001001200內(nèi)層490.75104025.040.012.65121.826.7外層369.75115018.853.110.55121.811001101320內(nèi)層533.36114018.953.015.16122.732.5外層380.86126813.574.212.06122.712001201440內(nèi)層573.96124020.349.217.66122.736.5外層392.26138813.972.113.56122.713501351620內(nèi)層637.46139022.644.322.06122.743.5外層413.76156814.668.316.16122.714001401680內(nèi)層659.26144023.342.923.56122.745.9外層421.86162814.967.217.06122.715001501800內(nèi)層707.07154018.354.726.97164.855.6外層441.07174611.587.219.17164.8Ⅱ級D200-1500鋼筋混凝土排水管配筋圖號PJ203頁次29表Ⅱ－04管節(jié)配筋管節(jié)配筋計算長度每米管內(nèi)徑D0（mm）管壁厚t（mm）管外徑D1（mm）骨架層位鋼筋面積（mm2）環(huán)向筋縱向筋鋼筋用量（kg）直徑（mm）環(huán)內(nèi)徑（mm）環(huán)數(shù)（環(huán)）螺距（mm）重量（kg）直徑（mm）根數(shù)（根）重量（kg）16001601920內(nèi)層752.67164020.051.130.67164.861.4外層459.27186611.983.821.27164.816501651980內(nèi)層775.87169020.249.632.57164.864.4外層468.77192612.282.122.37164.818001802160內(nèi)層847.07184022.045.538.67164.874.2外層498.47210613.077.226.07164.820002002400內(nèi)層945.57204024.740.547.97247.293.7外層540.67234614.171.231.47247.222002202640內(nèi)層1051.08224020.947.858.48249.5115.0外層587.18258411.785.637.68249.524002302860內(nèi)層1203.78244024.041.772.88249.5138.5外層672.28280413.474.746.78249.52402880內(nèi)層1157.38244023.043.470.08249.5133.8外層634.18282412.679.244.48249.526002353070內(nèi)層1396.59264022.045.591.492412.0173.8外層784.49301212.381.158.492412.02603120內(nèi)層1270.59264020.050.083.192412.0158.9外層684.79306210.892.951.892412.028002553310內(nèi)層1512.210284019.351.9106.4103219.7213.0外層834.210325010.694.167.2103219.72803360內(nèi)層1387.410284017.756.697.6103219.7197.3外層737.21033009.4106.560.3103219.730002753550內(nèi)層1628.210304020.748.2122.6103219.7238.4外層884.410349011.388.876.4103219.73003600內(nèi)層1505.010304019.252.3113.3103219.7221.9外層789.910354010.199.469.2103219.7Ⅱ級D1600-3000鋼筋混凝土排水管配筋圖號PJ204頁次30表Ⅲ－01鋼筋混凝土排水管管節(jié)計算長度每米管內(nèi)徑D0（mm）管壁厚t（mm）管外徑D1（mm）混凝土用量最小配筋面積（mm2）鋼筋用量（kg）管重量（kg）外壓荷載（kN）（m3）（kg）內(nèi)層外層裂縫破壞200302600.02252130.7—1.6541929352700.02662116.2—1.665300303600.03175300.0—3.3782944353700.03788249.8—2.992403800.043103219.2—2.7107400404800.055133404.5—5.21383959454900.063151350.1—4.7157500506000.086207511.4—8.12164974556100.096230453.7—7.4240600607200.124290620.5—11.73116090700708400.169406732.0—15.542367100800809600.221531845.9—20.4553771159009010800.280672962.2—26.769987130100010012000.345829747.5492.140.586494141110011013200.4181003800.2500.045.51045108162120012014400.4971194855.5512.551.11243119179Ⅲ級D200-1200鋼筋混凝土排水管圖號PJ301頁次31表Ⅲ－02鋼筋混凝土排水管管節(jié)計算長度每米管內(nèi)徑D0（mm）管壁厚t（mm）管外徑D1（mm）混凝土用量最小配筋面積（mm2）鋼筋用量（kg）管重量（kg）外壓荷載（kN）（m3）（kg）內(nèi)層外層裂縫破壞135013516200.6291511942.4588.962.51574134201140014016800.6771625972.2599.265.71693140210150015018000.77718651038.1624.279.31943151226160016019200.88421221100.2647.687.32211161242165016519800.94022571131.8659.891.12351166249180018021601.11926861228.3698.1105.12798183274200020024001.38233161366.0755.0136.93454204305220022026401.67240121503.3812.3159.44179227340240023028601.89945591724.5929.0198.4474925037624028801.99047751649.6874.5190.54974260023530702.09250212004.31081.3246.9523027240726031202.33556041800.0938.9224.15873280025533102.44658712149.31140.6290.1611529644528033602.70864991949.81003.1266.36770300027535502.82867872305.41205.4334.5707031747530036003.10974612108.41071.5309.47772Ⅲ級D1350-3000鋼筋混凝土排水管圖號PJ302頁次32表Ⅲ－03管節(jié)配筋管節(jié)配筋計算長度每米管內(nèi)徑D0（mm）管壁厚t（mm）管外徑D1（mm）骨架層位鋼筋面積（mm2）環(huán)向筋縱向筋鋼筋用量（kg）直徑（mm）環(huán)內(nèi)徑（mm）環(huán)數(shù)（環(huán)）螺距（mm）重量（kg）直徑（mm）根數(shù)（根）重量（kg）20030260單層130.7322118.554.10.7560.91.635270單層116.2322516.460.80.7560.91.630030360單層300.0432023.941.92.4560.93.335370單層249.8432419.950.32.0560.92.940380單層219.2432817.557.31.8560.92.740040480單層404.5542720.648.54.3560.95.245490單層350.1543117.856.03.8560.94.750050600單層511.4653418.155.36.8661.38.155610單層453.7654816.162.36.1661.37.460060720單層620.5664222.045.59.9681.811.770070840單層732.0675025.938.613.7681.815.580080960單層845.9785722.045.518.0782.420.4900901080單層962.2796525.040.023.17123.626.710001001200內(nèi)層747.57104019.451.619.37123.640.5外層492.17114612.878.214.07123.611001101320內(nèi)層800.27114020.848.122.67123.645.5外層500.07126613.076.915.77123.612001201440內(nèi)層855.57124022.245.026.37123.651.1外層512.57138613.375.117.67123.613501351620內(nèi)層942.47139024.540.832.57123.662.5外層588.97156615.365.322.87123.614001401680內(nèi)層972.27144025.339.634.77123.665.7外層599.27162615.664.224.17123.615001501800內(nèi)層1038.18154020.748.439.78166.379.3外層624.28174412.480.527.08166.3Ⅲ級D200-1500鋼筋混凝土排水管配筋圖號PJ303頁次33表Ⅲ－04管節(jié)配筋管節(jié)配筋計算長度每米管內(nèi)徑D0（mm）管壁厚t（mm）管外徑D1（mm）骨架層位鋼筋面積（mm2）環(huán)向筋縱向筋鋼筋用量（kg）直徑（mm）環(huán)內(nèi)徑（mm）環(huán)數(shù)（環(huán)）螺距（mm）重量（kg）直徑（mm）根數(shù)（根）重量（kg）16001601920內(nèi)層1100.28164021.945.744.88166.387.3外層647.68186412.977.629.98166.316501651980內(nèi)層1131.88169022.544.447.58166.391.6外層659.88192413.176.131.58166.318001802160內(nèi)層1228.38184024.440.956.18166.3105.1外層698.18210413.972.036.48166.320002002400內(nèi)層1366.09204021.546.569.192412.0136.9外層755.09234211.984.243.892412.022002202640內(nèi)層1503.39224023.642.383.592412.0159.4外層812.39258212.878.351.992412.024002302860內(nèi)層1724.510244022.045.5104.3102414.8198.4外層929.010280011.884.564.5102414.82402880內(nèi)層1649.610244021.047.699.8102414.8190.5外層874.510282011.189.861.1102414.826002353070內(nèi)層2004.311264021.147.4131.1112417.9246.9外層1081.311300811.487.880.0112417.92603120內(nèi)層1800.011264019.052.8117.7112417.9224.1外層938.91130589.9101.170.6112417.928002553310內(nèi)層2149.311284022.644.2151.2113223.9290.1外層1140.611324812.083.291.1113223.92803360內(nèi)層1949.811284020.548.7137.2113223.9266.3外層1003.111329810.694.781.3113223.930002753550內(nèi)層2305.412304020.449.0173.6123228.4334.5外層1205.412348610.793.8104.1123228.43003600內(nèi)層2108.412304018.753.6158.8123228.4309.4外層1071.51235369.5105.593.8123228.4Ⅲ級D1600-3000鋼筋混凝土排水管配筋圖號PJ304頁次34表Ⅲ－05管節(jié)配筋管節(jié)配筋計算長度每米管內(nèi)徑D0（mm）管壁厚t（mm）管外徑D1（mm）骨架層位鋼筋面積（mm2）環(huán)向筋縱向筋鋼筋用量（kg）直徑（mm）環(huán)內(nèi)徑（mm）環(huán)數(shù)（環(huán)）螺距（mm）重量（kg）直徑（mm）根數(shù)（根）重量（kg）26002353070內(nèi)層2397.71026402×15.265.4156.9102414.8266.9外層1078.410301013.772.880.4102414.82603120內(nèi)層2154.41026402×13.772.9141.0102414.8241.6外層936.710306011.983.871.0102414.828002553310內(nèi)層2171.71028402×16.461.0181.0103219.7312.0外層1137.410325014.569.091.6103219.72803360內(nèi)層2334.11028402×14.867.2164.3103219.7285.5外層1001.010330012.878.481.8103219.730002753550內(nèi)層2752.11030402×17.657.0207.3103219.7350.4外層1200.310349015.365.4103.7103219.73003600內(nèi)層2518.71030402×16.162.3189.7103219.7321.1外層1067.310354013.673.692.0103219.7注：本圖按φ10鋼筋并繞成型骨架。Ⅲ級D2600-3000鋼筋混凝土排水管配筋（A）圖號PJ305頁次35頂進(jìn)施工用鋼筋混凝土排水管截面配筋設(shè)計圖紙目錄表DⅡ－01Ⅱ級D600-3000鋼筋混凝土排水管（適應(yīng)于頂管）表DⅡ－03Ⅱ級D600-1500鋼筋混凝土排水管配筋（適應(yīng)于頂管）表DⅡ－04Ⅱ級D1600-3000鋼筋混凝土排水管配筋（適應(yīng)于頂管）表DⅢ－01Ⅲ級D600-1200鋼筋混凝土排水管（適應(yīng)于頂管）表DⅢ－03Ⅲ級D600-1500鋼筋混凝土排水管配筋（適應(yīng)于頂管）表DⅢ－04Ⅲ級D1600-3000鋼筋混凝土排水管配筋（適應(yīng)于頂管）表DⅢ－05Ⅲ級D2600-3000鋼筋混凝土排水管配筋A(yù)（適應(yīng)于頂管）表DⅡ－01鋼筋混凝土排水管（適應(yīng)于頂管）管節(jié)計算長度每米管內(nèi)徑D0（mm）管壁厚t（mm）管外徑D1（mm）混凝土用量最小配筋面積（mm2）鋼筋用量（kg）管重量（kg）外壓荷載（kN）（m3）（kg）內(nèi)層外層裂縫破壞600607200.124290386.6—7.13114060700708400.169406457.3—8.14234771800809600.221531529.8—13.155354819009010800.280672604.2—17.26996192100010012000.345829483.1386.527.286469100110011013200.4181003521.7410.233.1104574110120012014400.4971194561.8410.136.8124381120135013516200.6291511624.6456.044.6157490135140014016800.6771625649.2473.947.7169393140150015018000.7771865693.1450.555.3194399150160016019200.8842122738.0479.761.02211106159165016519800.9402257760.8494.564.62351110170180018021601.1192686833.6541.875.42798120180200020024001.3823316930.6604.996.03454134200220022026401.67240121031.2618.7115.94179145220240023028601.89945591178.8730.9141.1474915223024028801.99047751135.5681.3135.44974260023530702.09250211366.8847.4179.1523017226026031202.33556041231.3763.4165.15873280025533102.44658711476.3915.3217.0611518528028033602.70864991360.8843.2204.16770300027535502.82867871582.8981.3243.3707019830030036003.10974611470.0911.4230.07772Ⅱ級D600-3000鋼筋混凝土排水管（適應(yīng)于頂管）圖號PJD201頁次39表DⅡ－02管節(jié)配筋（適應(yīng)于頂管）管節(jié)配筋計算長度每米管內(nèi)徑D0（mm）管壁厚t（mm）管外徑D1（mm）骨架層位鋼筋面積（mm2）環(huán)向筋縱向筋鋼筋用量（kg）直徑（mm）環(huán)內(nèi)徑（mm）環(huán)數(shù)（環(huán)）螺距（mm）重量（kg）直徑（mm）根數(shù)（根）重量（kg）60060720單層386.6564319.750.86.2581.27.170070840單層457.3575119.750.77.2581.28.180080960單層529.8685818.753.311.3681.813.1900901080單層604.2696621.446.814.56122.717.210001001200內(nèi)層483.15104024.640.612.45121.927.2外層386.55115019.750.811.05121.911001101320內(nèi)層521.76114018.554.214.86122.733.1外層410.26126814.568.912.96122.712001201440內(nèi)層561.86124019.950.317.36122.736.8外層410.16138814.568.914.16122.713501351620內(nèi)層624.66139022.145.221.56122.744.6外層456.06156816.162.017.76122.714001401680內(nèi)層649.26144023.043.523.26122.747.7外層473.96162816.859.619.16122.715001501800內(nèi)層693.17154018.055.526.37164.855.3外層450.57174611.785.419.47164.8Ⅱ級D600-1500鋼筋混凝土排水管配筋（適應(yīng)于頂管）圖號PJD202頁次40表DⅡ－03管節(jié)配筋（適應(yīng)于頂管）管節(jié)配筋計算長度每米管內(nèi)徑D0（mm）管壁厚t（mm）管外徑D1（mm）骨架層位鋼筋面積（mm2）環(huán)向筋縱向筋鋼筋用量（kg）直徑（mm）環(huán)內(nèi)徑（mm）環(huán)數(shù)（環(huán)）螺距（mm）重量（kg）直徑（mm）根數(shù)（根）重量（kg）16001601920內(nèi)層738.07164018.952.829.47164.861.0外層479.77186612.580.222.07164.816501651980內(nèi)層760.87169019.850.631.67164.864.6外層494.57192612.977.923.47164.818001802160內(nèi)層833.67184021.746.137.77164.875.4外層541.87210614.171.028.17164.820002002400內(nèi)層930.67204024.241.346.77247.296.0外層604.97234615.763.634.97247.222002202640內(nèi)層1031.28224020.548.757.38249.5115.9外層618.78258412.381.239.68249.524002302860內(nèi)層1178.88244023.542.671.38249.5141.1外層730.98280414.668.750.88249.52402880內(nèi)層1135.58244022.644.268.78249.5135.4外層681.38282413.673.747.78249.526002353070內(nèi)層1366.89264021.546.588.593216.0179.1外層847.49301213.375.062.693216.02603120內(nèi)層1231.39264019.451.679.893216.0165.1外層763.49306212.083.357.393216.028002553310內(nèi)層1476.310284018.853.2103.9103219.7217.0外層915.310325011.785.873.7103219.72803360內(nèi)層1360.810284017.357.795.8103219.7204.1外層843.210330010.793.168.9103219.730002753550內(nèi)層1582.810304020.249.6119.1103219.7243.3外層981.310349012.580.084.8103219.73003600內(nèi)層1470.010304018.753.4110.7103219.7230.0外層911.410354011.686.179.9103219.7Ⅱ級D1600-3000鋼筋混凝土排水管配筋（適應(yīng)于頂管）圖號PJD204頁次41表DⅢ－01鋼筋混凝土排水管（適應(yīng)于頂管）管節(jié)計算長度每米管內(nèi)徑D0（mm）管壁厚t（mm）管外徑D1（mm）混凝土用量最小配筋面積（mm2）鋼筋用量（kg）管重量（kg）外壓荷載（kN）（m3）（kg）內(nèi)層外層裂縫破壞600607200.124290620.5—11.73116090700708400.169406732.0—15.542367100800809600.221531845.9—20.4553771159009010800.280672962.2—26.769987130100010012000.345829719.3575.442.086494141110011013200.4181003771.9617.448.21045108162120012014400.4971194826.8603.653.11243119179135013516200.6291511912.5666.164.01574134201140014016800.6771625941.8687.568.11693140210150015018000.77718651006.0704.281.61943151226160016019200.88421221067.0746.990.42211161242165016519800.94022571098.0768.695.42351166249180018021601.11926861192.5775.1107.32798183274200020024001.38233161326.7862.4140.13454204305220022026401.67240121460.6949.4164.54179227340240023028601.89945591670.11035.5196.4474925037624028801.99047751601.5992.9195.54974260023530702.09250211930.61197.0251.3523027240726031202.33556041749.01084.4238.35873280025533102.44658712072.21284.8296.9611529644528033602.70864991894.71174.7277.06770300027535502.82867872223.91378.8343.3707031747530036003.10974612048.51270.1322.37772Ⅲ級D600-3000鋼筋混凝土排水管（適應(yīng)于頂管）圖號PJD301頁次42表DⅢ－02管節(jié)配筋（適應(yīng)于頂管）管節(jié)配筋計算長度每米管內(nèi)徑D0（mm）管壁厚t（mm）管外徑D1（mm）骨架層位鋼筋面積（mm2）環(huán)向筋縱向筋鋼筋用量（kg）直徑（mm）環(huán)內(nèi)徑（mm）環(huán)數(shù)（環(huán)）螺距（mm）重量（kg）直徑（mm）根數(shù)（根）重量（kg）60060720單層620.5664222.045.59.9681.811.770070840單層732.0675025.938.613.7681.815.580080960單層845.9785722.045.518.0782.420.4900901080單層962.2796525.040.023.17123.626.710001001200內(nèi)層719.37104018.753.518.57123.642.0外層575.47114