【文章內(nèi)容簡(jiǎn)介】 板之間均通過螺栓拼接。在模板外側(cè)設(shè)置支架平臺(tái)和爬梯，作為鋼筋綁扎、模板安裝、混凝土澆筑等施工平臺(tái)。 引橋墩身模板細(xì)節(jié)詳見《Submission of Calculation Report and Shop Drawing for the Formwork of Pier Column》（MBECPMBP/CSC2520902017 Dated 24 January 2017）.全橋公路曲線段墩身模板共4套，。直線段模板公鐵共用，3m節(jié)段12個(gè)節(jié)段，2m節(jié)段4個(gè)節(jié)段， 1m節(jié)段4個(gè)節(jié)段。， 3m節(jié)段6個(gè)節(jié)段，2m節(jié)段2個(gè)節(jié)段， 1m節(jié)段2個(gè)節(jié)段，墩身分塊模板種類、編號(hào)、尺寸及配置數(shù)量如表2所示。表2墩身模板部分參數(shù)編號(hào)類型模板編號(hào) （橫/縱橋向）數(shù)量寬度(mm)高度(mm)單塊重量(kg)1直線段A1/B112/123900/130030001872/8172A2/B24/43900/130020001290/5583A3/B34/43900/13001000676/2934A4/B44/43900/1300500474/2045曲線段D4/E44/46003～5188/130022001939/5946D3/E34/45188～4632/130020001599/5517D2/E24/44623～4080/130030002137/8148D1/E14/44080～3900/130030001925/8109直線段A1/C124/243900/130030001872/89410A2/C28/83900/130020001290/61111A3/C38/83900/13001000676/32112A4/C48/83900/1300500474/22313曲線段D4/F44/46003～5188/150022001939/65114D3/F34/45188～4632/150020001599/60515D2/F24/44623～4080/150030002137/89316D1/F14/44080～3900/150030001925/8871718曲線段J4/K44/47400～6360/150020002416/64819J3/K34/46360～5495/150020001913/62220J2/K24/45495～4512/150030002427/91621J1/K14/44512～3900/150030002061/897 高度h≤10m墩身,墩身側(cè)面為全曲線，采取一次性立模澆筑至墩頂標(biāo)高位置；高度h＞10m墩身，墩身頂部以下的直線段采用分次立模分次澆筑，頂部以上曲線段一次澆筑（曲線段為標(biāo)準(zhǔn)固定模板），直線段、曲線段墩身模板分塊如表4所示表3直線段墩身模板組合公路墩直線段高度(mm)直線段模板組合高差（調(diào)整高度）（mm)北幅/南幅橫橋向模板組合 北幅/南幅縱橋向模板組合 北幅/南幅PIER N4248//248PIER N52549A4+A2B4+B249PIER N64702A4+A3+A1B4+B3+B1202PIER N76711A4+2A1B4+2B1211PIER N88489A2+2A1B2+2B1489PIER N910093A3+3A1B3+3B193PIER N1012674A4+A3+A2+34A1C4+C3+C2+34C1174PIER N1113047A3+4A1C3+4C147PIER N1213581A4+A3+4A1C4+C3+4C181PIER N1314502A4+A2+4A1C4+C2+4C12PIER N1415791A4+A3+A2+45A1C4+C3+C2+45C1291PIER N1516084A3+5A1C3+5C184PIER N1616894A4+A3+5A1C4+C3+5C1394PIER N1717117/16944A2+5A1/A4+A3+5A1C2+5C1/C4+C3+5C1117/444PIER N1816527/16488A4+A3+5A1/A3+5A1C4+C3+5C1/C3+5C127/488PIER N1918600/18600A4+A3+A2+5A1C4+C3+C2+5C10PIER N2018704/18704A4+A3+A2+5A1C4+C3+C2+5C1204PIER N2118811/18808A4+A3+A2+5A1C4+C3+C2+5C1311/308PIER N2218906/18797A4+A3+A2+5A1C4+C3+C2+5C1406/297PIER N2318659A4+A3+A2+5A1C4+C3+C2+5C1159PIER N2417217A2+5A1C2+5C1217PIER N2516912A4+A3+5A1C4+C3+5C1412PIER N2615793A4+A3+A2+45A1C4+C3+C2+45C1293PIER N2714696A4+A2+4A1C4+C2+4C1196PIER N2813265A3+4A1B3+4B1265PIER N2911778A4+A2+3A1B4+B2+3B1278PIER N3010471A3+3A1B3+3B1471PIER N318932A4+A2+2A1B4+B2+2B1432PIER N327126A3+2A1B3+2B1126PIER N336169A3+A2+A1B3+B2+B1169PIER N344746A4+A3+A1B4+B3+B1246PIER N353100A3+A2+A1B3+B2+B1100PIER N361687A4+A3B4+B3187PIER N37214//214PIER S42228A2B2228PIER S53830A4+A3+A2A1B4+B3+B2A1333PIER S62836A4+A2B4+B2336PIER S75000A2+A1B2+B10PIER S86654A4+2A1B4+2B1154PIER S97192A3+2A1B3+2B1192PIER S108547A4+A2+2A1B4+B2+2B147PIER S1194243A13C1424PIER S129863A4+3A1C4+3C1363PIER S1312736A4+4A1C4+4C1236PIER S1415859A4+5A1C4+5C1359PIER S15154005A15C1400PIER S16152455A15C1245PIER S1717510A4+A2+5A1C4+C2+5C110PIER S2318457A3+A2+5A1C3+C2+5C1457PIER S2416724A4+A3+5A1C4+C3+5C1224PIER S2517096A4+A3+5A1C4+C3+5C196PIER S2615526A4+5A1C4+5C126PIER S2714104A2+4A1C2+4C1104PIER S2812778A4+A3+A2+34A1B4+B3+B2+34B1278PIER S2911382A2+3A1B2+3B1382PIER S3094033A13B1403PIER S317030A3+2A1B3+2B130PIER S325157A2+A1B2+B1157PIER S333248A1B1248PIER S34584A4B484　鐵路墩直線段高度(mm)模板組合高差（mm)橫橋向模板組合縱橋向模板組合 M1983A4C4483 M2　1388A3C3388PIER N142162A2C2162PIER N152206A2C2206PIER N162956A4+A2C4+C2456PIER N173179A1C1179PIER N182567A4+A2C4+C267PIER N194660A4+A3+A1C4+C3+C1160PIER N204765A4+A3+A1C4+C3+C1265PIER N214871A4+A3+A