3×28m装配式预应力简支t梁毕业设计计算书

摘要 预应力混凝土梁式桥在我国桥梁建筑上占我重要的地位，在目前，对于中小跨径的 永久性桥梁，无论是公路桥梁或者城市桥梁，都在尽量采用预应力混凝土梁式桥，因为 这种桥梁具有就地取材，工业化施工，耐久性好，适应性强， 。整体性好以及美观等多 种优点。 本设计采用装配式简支 T 梁结构，其上部结构由主梁、横隔梁、行车道板，桥面部 分和支座等组成，显然主梁是桥梁的主要承重构件。其主梁通过横梁和行车道板连接成 为整体，使车辆荷载在各主梁之间有良好的横向分布。桥面部分包括桥面铺装、伸缩装 置和栏杆等组成，这些构造虽然不是桥梁的主要承重构件，但它们的设计与施工直接关 系到桥梁整体的功能与安全，这里在本设计中也给予了详细的说明。 本设计主要受跨中正弯矩的控制，当跨径增大时，跨中由恒载和活载产生的弯矩将 急剧增加，是材料的强度大部分为结构重力所消耗，因而限制的起跨越能力，本设计采 用 27m 标准跨径，合理地解决了这一问题。在设计中通过主梁内力计算、应力钢筋的布 置、主梁截面强度与应力验算、行车道板及支座、墩台等等设计，完美地构造了一座装 配式预应力混凝土简支 T 梁桥，所验算完全符合要求，所用方法均与新规范相对应。本 设计重点突出了预应力在桥梁中的应用，这也正体现了我国桥梁的发展趋势。 关键词预应力，简支 T 梁，后张法，应力验算 xxx328m 装配式预应力简支 T 梁 AbstractAbstract The prestressed concrete beam plate bridge occupies my important status in our country bridge construction, in at present, regarding small span permanent bridge, regardless of is the highway bridge or the city bridge, all as far as possible is using the prestressed concrete beam plate bridge, because this kind of bridge has makes use of local materials, the industrialization construction, the durability is good, compatible, integrity good aswell as artistic and so on many kinds of merits. This design uses assembly type simple support T beam structure, its superstructure by the king post, septum transversum beam, the lane board, the bridge floor part and the support and so on is composed, the obvious king post is the bridge main carrier. Its king post connects into thewhole throughthecrossbeamand thelaneboard,enablethevehicles loadtohave the good traverse between various king posts .Bridge floor part including compositions and so on flooring, expansion and contraction installment and parapet, these structures although is not the bridge main carrier, but their design and the construction relates the bridge whole directly the function and the security, here has also given the detailed explanation in this design. This design mainly steps the sagging moment control, when the span increases, cross the bending moment which produces by the dead load and the live load the sharp growth, is the material intensity majorityof consumes forthestructure gravity, thuslimits thespanning ability,thisdesignusesthe27m standard span,has solvedthisproblem reasonably. In the design through the king post endogenic force computation, the stress steel bar arrangement, king postsection intensity and stress checkingcalculation,laneboard and support, pillar Taiwan and so on designs,a structure assembly type prestressedconcrete simple support T beam bridge, the checking calculation completely has coned to the requirement perfectly, uses the and the new standardcorresponds. This design has highlighted the pre-stressed with emphasis in the bridgeapplication,thishas alsobeen manifesting our country bridge trend of development. Key wordKey word Pre-stressed ， Simple support T beam，Tensioning ，Stress checking calculation 2 中国桥梁网 目 录 摘要 1 Abstract 2 前言 5 第 1 章 桥型设计方案