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桥梁结构2课程设计-燕山大桥课程设计.doc

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桥梁结构2课程设计-燕山大桥课程设计.doc

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桥梁结构2课程设计-燕山大桥课程设计.doc

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攀枝花学院桥梁结构2课程设计
燕山大桥课程设计
学生姓名:
学生学号:
院(系): 土木工程学院
年级: 07级道桥二班
指导教师:
摘要
桥是跨越障碍的通道,随着我国城市建设和高等级公路、道路建设的发展,桥梁的建设也将成为必然的趋势。预应力混凝土简支T型梁桥设计在我国公路上修建很多。
本设计采用预应力混凝土T型梁桥,跨径布置为(12×30)m,主梁为变截面T型梁。,。桥墩为重力式桥墩、桥台。
本文主要阐述了该桥的设计和计算过程。首先对主桥进行总体结构设计,然后对上部结构进行内力、配筋计算,再进行强度、应力及变形验算,最后进行下部结构验算。
具体包括以下几个部分:
,结构各部分尺寸拟定;
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关键词 T型简支梁桥,预应力混凝土桥台,桥墩,
ABSTRACT
Bridge across obstacles corridors, with our urban construction and the high-grade highway, road construction, bridge building will also e the inevitable trend. Pre-stressed Concrete T bridge design teams in the construction of many of our roads.
The bridge belongs to the prestressed concreted structuer which is a simple supported beam span arrangement is (12×30) superstructure is variable T shaped supported beam height of the girder on the support is ,and the height of the middle is pier is gravity pier. The abutment is gravity abutment.
This essay focuses on the design and calculation process of the , make an overall structure design of the main perform the calculation of the internal force and reinforcing bar on the ,check the intensity,stress and ,check the substructure..
The main points of the design are as the follows.
arrangement of the bridge types;
units partition of the structute;
calculation of the internal force of dead load;
calculation of the internal force of movable load;
of every kind of load;
arrangement of prestressed reinforcing bar;
calculation of the prestressed loss;
check of the section intensity;
check of the section stress and deflection;
check the substructure.
Key words T shaped supported beam bridge,Prestressed conctete, pier,abutment

目录
摘要 44
ABSTRACT 46
绪论 48
方案比