資源描述:
《龍?zhí)稙炒髽騮梁預(yù)制場(chǎng)科學(xué)設(shè)計(jì)》由會(huì)員上傳分享,免費(fèi)在線閱讀,更多相關(guān)內(nèi)容在學(xué)術(shù)論文-天天文庫(kù)。
1、龍?zhí)稙炒髽騎梁預(yù)制場(chǎng)科學(xué)設(shè)計(jì))1摘要:龍?zhí)稙炒髽?0米預(yù)應(yīng)力混凝土T梁預(yù)制場(chǎng)通過(guò)科學(xué)設(shè)計(jì),有效地解決了在狹窄場(chǎng)地、復(fù)雜地形、縱坡較大的線路基上設(shè)置較大跨徑T梁預(yù)制場(chǎng)、存梁場(chǎng)的特殊施工難題,不僅保證了施工質(zhì)量,也節(jié)省了工程造價(jià);為在類似地形曲線道路上橋梁工程預(yù)制梁場(chǎng)設(shè)置施工提供了經(jīng)驗(yàn)與借鑒。Abstract:ThroughscientificdesignforLongtanWanBridge40mprestressedconcreteTbeamprefabricatedfield,iteffectivelysolvedspecialconstructionproblemofsetti
2、ngbiggerspanTbeamprecastingyard,storagebeamfieldinthenarrowspace,complexterrain,largegradientcurveroadbed,whichnotonlyensurestheconstructionquality,butalsosavestheengineeringcost;providingexperienceandreferenceforbridgeengineeringprecastbeamyardconstructiononsimilarterraincurveroad.關(guān)鍵詞:預(yù)應(yīng)力T梁;預(yù)
3、制;縱坡;曲線Keywords:prestressedconcreteT—beam;prefabricated;longitudinalslope;curve分類號(hào):U442文獻(xiàn)標(biāo)識(shí)碼:A文章編號(hào):1006-4311龍?zhí)稙炒髽騎梁預(yù)制場(chǎng)科學(xué)設(shè)計(jì))1摘要:龍?zhí)稙炒髽?0米預(yù)應(yīng)力混凝土T梁預(yù)制場(chǎng)通過(guò)科學(xué)設(shè)計(jì),有效地解決了在狹窄場(chǎng)地、復(fù)雜地形、縱坡較大的線路基上設(shè)置較大跨徑T梁預(yù)制場(chǎng)、存梁場(chǎng)的特殊施工難題,不僅保證了施工質(zhì)量,也節(jié)省了工程造價(jià);為在類似地形曲線道路上橋梁工程預(yù)制梁場(chǎng)設(shè)置施工提供了經(jīng)驗(yàn)與借鑒。Abstract:ThroughscientificdesignforLongta
4、nWanBridge40mprestressedconcreteTbeamprefabricatedfield,iteffectivelysolvedspecialconstructionproblemofsettingbiggerspanTbeamprecastingyard,storagebeamfieldinthenarrowspace,complexterrain,largegradientcurveroadbed,whichnotonlyensurestheconstructionquality,butalsosavestheengineeringcost;providi
5、ngexperienceandreferenceforbridgeengineeringprecastbeamyardconstructiononsimilarterraincurveroad.關(guān)鍵詞:預(yù)應(yīng)力T梁;預(yù)制;縱坡;曲線Keywords:prestressedconcreteT—beam;prefabricated;longitudinalslope;curve分類號(hào):U442文獻(xiàn)標(biāo)識(shí)碼:A文章編號(hào):1006-4311龍?zhí)稙炒髽騎梁預(yù)制場(chǎng)科學(xué)設(shè)計(jì))1摘要:龍?zhí)稙炒髽?0米預(yù)應(yīng)力混凝土T梁預(yù)制場(chǎng)通過(guò)科學(xué)設(shè)計(jì),有效地解決了在狹窄場(chǎng)地、復(fù)雜地形、縱坡較大的線路基上設(shè)置較大跨徑T
6、梁預(yù)制場(chǎng)、存梁場(chǎng)的特殊施工難題,不僅保證了施工質(zhì)量,也節(jié)省了工程造價(jià);為在類似地形曲線道路上橋梁工程預(yù)制梁場(chǎng)設(shè)置施工提供了經(jīng)驗(yàn)與借鑒。Abstract:ThroughscientificdesignforLongtanWanBridge40mprestressedconcreteTbeamprefabricatedfield,iteffectivelysolvedspecialconstructionproblemofsettingbiggerspanTbeamprecastingyard,storagebeamfieldinthenarrowspace,complexterrai
7、n,largegradientcurveroadbed,whichnotonlyensurestheconstructionquality,butalsosavestheengineeringcost;providingexperienceandreferenceforbridgeengineeringprecastbeamyardconstructiononsimilarterraincurveroad.關(guān)鍵詞:預(yù)應(yīng)力T梁;預(yù)制;縱坡;曲線Keywords:pres