橋梁畢業(yè)論文設(shè)計(T型梁)

設(shè)計計算書

摘要： 本設(shè)計上部結(jié)構(gòu)為鋼筋混凝土簡支梁橋，標(biāo)準(zhǔn)跨徑為14米×3，橋面凈空：凈—8+2×1.0米，采用重力式橋墩和橋臺。橋梁全長為42m，橋面總寬10m，橋面縱坡為0.3%，橋梁中心處橋面設(shè)計高程2.00米，橫坡為1.5%；橋垮軸線為直線，設(shè)計荷載標(biāo)準(zhǔn)為：公路-Ⅱ級，人群荷載3 kN/m。本文主要闡述了該橋設(shè)計和計算過程，首先對主橋進(jìn)行總體結(jié)構(gòu)設(shè)計，然后對上部結(jié)構(gòu)進(jìn)行內(nèi)力、配筋計算，再進(jìn)行強度，應(yīng)力及變形驗算，最后進(jìn)行下部結(jié)構(gòu)設(shè)計和結(jié)構(gòu)驗算。同時，也給出了各部分內(nèi)容相關(guān)的表格與圖紙。通過這次設(shè)計不但了解設(shè)計橋梁的各個步驟，而且也能熟練的運用AUTOCAD進(jìn)行制圖。
　　　
關(guān)鍵詞：  現(xiàn)澆混凝土  T形簡支橋梁  重力式橋臺  重力式橋臺  結(jié)構(gòu)設(shè)計  驗算強度

ABSTRACT： The design for the upper structure of reinforced concrete beam bridge, standard span for 14 meters x 3, bridge deck headroom: net - 8 + 2 x 1.0 meters, adopt the piers and gravity type abutment. Bridge deck 42m, stretches for total wide ZongPo 0.3%, 10m bridge deck, deck design elevation 2.00 at the center of the slope for rice, 1.5%; Bridge collapse, design load for linear axis for: highway - Ⅱ standard, the crowd load level 3 kN/m. This paper mainly expounds the bridge design and calculation process, first makes an overall structure design of bridge, then to the upper structure force, reinforcement calculation, again, stress and deformation strength, then check the structure design and structure checking. At the same time, also gives the relevant sections of the form and drawings. This design not only understand each step of designing the bridge, but also can skilled use AUTOCAD for drawing.
Keywords: cast-in-situ concrete simply-supported t-shaped bridge abutment gravity type abutment gravity type structure design checking intensity