引桥

钢引桥结构模型分析及计算论证

Structural Model Analysis and Verification for a Steel Bridge Approach

芜湖长江大桥引桥加固及车桥动力分析

Reinforcement for Bridge Approach of Wuhu Yangtze River Bridge and Vehicle-Bridge Dynamic Analysis

大跨度钢引桥力学性能的ANSYS分析

ANSYS Analysis of Mechanical Properties of Long Span Steel Bridge

拉萨河特大桥引桥32m连续梁设计

Design of 32-m Span Continuous Girder of Approach Bridge of Lhasa River Bridge

实践证明，GPS定位技术确定的悬索桥索塔、锚锭、连续刚构桥主墩和西岸引桥高墩的平面和高程点位误差和相对点位误差均满足桥梁施工规范要求。

Practice proves that the layout precisions of the cable support towers and anchorages of the suspension bridge , the main piers of the continuous rigid frame bridge , and the piers of the west approach bridge are fulfilled to the bridge construction specifications .

跨度108m海港钢引桥抗风动力特性分析

Analysis of Dynamic Characteristics of Wind Resistance of 108 m Span Steel Access Bridge in Sea Port

上海杨浦大桥引桥44m跨重型T形梁后张法预应力施工技术

The Post-Tensioned Prestressing Concrete of Heavy Tee Girders with 44m Span Adopted in Shanghai Yangpu Bridge

港深西部通道后海湾高架引桥PC梁短线法预制模具设计兴建大桥用的平面及高程控制网的联合测量由香港路政署和深圳市深港西部通道工程筹建办公室联合策划和完成。

Design of Formwork for PC Girders Precast by Short-Line Match Method of Hau Hoi Wan Elevated Approach Bridge , Hongkong-Shenzhen Western Corridor The joint control survey was conducted by the Highways Department in Hong Kong and the Shenzhen-Hong Kong Western Corridor Project Office in Shenzhen .

湛江海湾大桥水中引桥采用跨度50m的预应力混凝土连续箱梁，采用移动模架系统现浇施工。

The offshore approach spans of Zhanjiang Bay Bridge are designed to use 50-m span prestressed concrete continuous box girders that are to be cast in situ with slide shuttering system .

滨州黄河大桥引桥是预应力混凝土连续梁桥，采用C50高性能混凝土。

The approach bridges of Binzhou Huanghe River Bridge are of prestressed concrete continuous girder structures used with C50 high performance concrete .

虎门大桥西引桥为50mT梁，采用CH－150型架桥机架设。

The west approach of Humen Bridge is a 50 m T beam which was erected by model CH 150 erecting machine of bridge span .

引桥上部采用跨度为27m的预应力混凝土空心大板结构，提高了施工速度。

For upper part of the approach trestle , prestressed concrete hollow slabs with span of 27m are adopted , which speeds up the construction .

堤外引桥选择两种桥型，分别为40m先简支后连续T形连续梁和40m移动模架法整体浇筑的整体式连续箱梁。

The bridge approach outside embankment is in two styles , i. e. simple bearing first followed by 40m continuous T-beams and 40m integral continuous box beams integrally cast with moving model frame .

杭州湾跨海大桥海上引桥全部采用70m先简支后连续的预应力混凝土箱梁。

The offshore approach spans of Hangzhou Bay Sea-Crossing Bridge are all designed to use the 70-m span prestressed concrete box girders that are first simply supported and then made continuous during erection .

南京长江第三大桥北引桥D1标为3联（2联8跨，1联9跨）连续箱梁。

The Contract D1 of the north approach spans of the 3rd Nanjing Changjiang River Bridge is a continuous box girder structure composed of 3 continuous units , respectively 2 units of 8 spans each and 1 unit of 9 spans .

泉州晋江大桥引桥40m连续箱梁，具有混凝土梁较重、结构较刚、联长较大、各墩刚度变化较大的结构特点。

The 40-m span continuous box girder used for the approach spans of Jinjiang River Bridge in Quanzhou is characterized by fairly heavy concrete girder , great structure rigidity , long continuous unit and considerable rigidity variations of the girder piers .

沈阳市富民桥引桥为跨径30m预应力混凝土连续刚构，主梁采用大悬臂斜腹板箱形断面，单箱三室等高度箱梁，桥墩采用双壁墩，桥台采用肋板式桥台。

The approach spans of Fumin Bridge in Shenyang are composed of 30-m span pre-stressed concrete continuous rigid-frame structures , of which the main girder is designed as triple cells single box section of constant height , and of long cantilever and inclined webs .

博罗大桥全长1083.26m，引桥为18跨45m刚架拱，采用现浇方法施工。

The approach of Boluo Bridge ( 1083.26m in total length ) is an 18 - span rigid - framed arch structure of 45m long and adopted in - situ casting construction .

根据地形地貌的情况，西引桥8×42m预应力连续箱梁采用多点顶推法施工。

The incremental launching method ( SSY ) is employed by the continuous prestressed box girder of the west bank approach bridge , with spans of 8 × 42m in light of the ground circumstance .

主桥主跨为180m竖琴式稀索斜拉桥，“m”形主塔，引桥为60m等高预应力混凝土箱梁。

The main span of the Bridge , 180 m in length , is a cable-stayed bridge with M pylons and harp type cable arrangement . The approach bridges are composed of 60-m span prestressed concrete box girders with constant sections .

新龙大桥主桥为（110+200+110）m预应力混凝土箱形梁连续刚构，引桥采用30m、50m预应力混凝土简支T形梁。

The main bridge of Xinlong Bridge is a prestressed concrete continuous rigid-frame box girder structure with span arrangement ( 110 + 200 + 110 ) m , while the approach bridges are designed as the prestressed concrete simply-supported T-girders having spans respectively 30 m and 50 m.

本文对山东省东营胜利大桥跨度为30m的简支预应力混凝土引桥进行了桥梁动载试验，探讨车辆行驶速度和桥面不平对桥梁动态增量的影响。

This paper mainly deals with the effects of passage velocity of vehicle and roughness of bridge deck on the dynamic increments of bridge response under the action of traffic loads , Field tests are carried out on a simply supported prestressed concrete bridge approach in Shandong Province , China .

钢引桥结构模型静力特性试验研究

Static Property Test of a Structural Model of Steel Truss Bridge

杭州湾跨海大桥引桥方案构思与设计

Conceptual Considerations and Design of Approach Spans of Hangzhou Bay Sea-Crossing Bridge

南京长江大桥公路引桥桥面整修设计

Renovation Design of Highway Bridge Pavement for the Nanjing Yangtze River Bridge

大水平力作用下组合墩台在引桥墩设计中的应用

Application of Combined Dolphins in Design of Piers under Large Level Force

中山市长江大桥引桥承载能力试验分析

Analysis on testing in capability of bearing weight in Zhongshan Changjiang bridge

泉州晋江大桥引桥隔震设计

Seismic Isolation Design of Approach Spans of Jinjiang River Bridge in Quanzhou

一个港口引桥面顶标高的确定

The determination of the top level of jetty surface of onf harbor

钢筋混凝土桁架在码头引桥上的应用

The Application of Reinforced Concrete Truss to the Approach Trestle of Pier