城市道桥与防洪
城市道橋與防洪
성시도교여방홍
URBAN ROADS BRIDGES & FLOOD CONTROL
2009年
7期
78-84
,共7页
系杆拱桥%异形拱桥%钢箱拱肋%结合梁%福建莆田
繫桿拱橋%異形拱橋%鋼箱拱肋%結閤樑%福建莆田
계간공교%이형공교%강상공륵%결합량%복건보전
bowstring arched bridge%special-shaped arched bridge%steel-box arched rib%bonding beam%Putian Fujian
莆田城港大道跨木兰溪大桥主桥是两跨简支的双肋下承式钢箱拱肋结合梁桥面系的异形系杆拱桥,单跨跨径72m,桥宽47.5m,城一A级荷载,双向8车道.该文以该桥的初步设计和施工图设计为基础,介绍了异形系杆拱桥的桥型方案研究、主桥结构设计、结构计算分析等内容,并分析了该桥的一些技术特点.该桥的弯曲河道斜交主桥设计方法、结合梁在拱桥中的设计思想、结合梁横梁设置临时支点改善结构受力、独特拱肋造型的设计方法等内容,可供类似桥梁设计时参考.
莆田城港大道跨木蘭溪大橋主橋是兩跨簡支的雙肋下承式鋼箱拱肋結閤樑橋麵繫的異形繫桿拱橋,單跨跨徑72m,橋寬47.5m,城一A級荷載,雙嚮8車道.該文以該橋的初步設計和施工圖設計為基礎,介紹瞭異形繫桿拱橋的橋型方案研究、主橋結構設計、結構計算分析等內容,併分析瞭該橋的一些技術特點.該橋的彎麯河道斜交主橋設計方法、結閤樑在拱橋中的設計思想、結閤樑橫樑設置臨時支點改善結構受力、獨特拱肋造型的設計方法等內容,可供類似橋樑設計時參攷.
보전성항대도과목란계대교주교시량과간지적쌍륵하승식강상공륵결합량교면계적이형계간공교,단과과경72m,교관47.5m,성일A급하재,쌍향8차도.해문이해교적초보설계화시공도설계위기출,개소료이형계간공교적교형방안연구、주교결구설계、결구계산분석등내용,병분석료해교적일사기술특점.해교적만곡하도사교주교설계방법、결합량재공교중적설계사상、결합량횡량설치림시지점개선결구수력、독특공륵조형적설계방법등내용,가공유사교량설계시삼고.
The main bridge of Putian Chenggang Avenue Bridge crossing Molan River is the special-shaped bowstring arched bridge of 2-span simple-supported double-rib half-through steel box arch rib bonding beam deck system. The single span is 72 m long and the bridge is 47.5 m wide with city-Class A load and double-direction of 8 lanes. Taking the preliminary design and construction drawing design of this bridge as the basis, the article introduces the scheme study of bridge type, structural design of main bridge and analysis of structural calculation of the special-shaped bowstring arched bridge, and analyzes some technical characteristics of this bridge. The design method of the main bridge inclined crossed with the curve river, the design thinks of bonding beam in the arched bridge, the temporary constructed supporting point for improving the structural bearing, and the design method of special arch rib modeling can be referred for the design of the similar bridges.