【正文】 聊城大學(xué)本科畢業(yè)設(shè)計(jì) 1 摘 要 本設(shè)計(jì)主要進(jìn)行了結(jié)構(gòu)方案中框架 5 軸框架的抗震設(shè)計(jì)。在確定框架布局之后，先進(jìn)行了層間荷載代表值的計(jì)算 ,接著利用頂點(diǎn)位移法求出自振周期，進(jìn)而按底部剪力法計(jì)算水平地震荷載作用下大小，進(jìn)而求出在水平荷載作用下的結(jié)構(gòu)內(nèi)力（彎矩、剪力、軸力）。接著計(jì)算豎向荷載（恒載及活荷載）作用下的結(jié)構(gòu)內(nèi)力，找出最不利的一組或幾組內(nèi)力組合。 選取最安全的結(jié)果計(jì)算配筋并繪圖。此外還進(jìn)行了結(jié)構(gòu)方案中的室內(nèi)樓梯的設(shè)計(jì)并完成了平臺(tái)板，梯段板，平臺(tái)梁等構(gòu)件的內(nèi)力和配筋計(jì)算 及施工圖繪制。 內(nèi)力計(jì)算部分首先 計(jì)算風(fēng)荷載和地震作用下結(jié)構(gòu)的內(nèi)力 ，主要運(yùn)用了 “ 力矩分配法 ” 、 “ D 值法 ” 等方法。之后進(jìn)行荷載組合，并且根據(jù)其進(jìn)行截面設(shè)計(jì)和計(jì)算，主要包括構(gòu)件截面尺寸設(shè)計(jì)以及構(gòu)件配筋設(shè)計(jì)。 結(jié)構(gòu)設(shè)計(jì)部分主要由內(nèi)力計(jì)算和截面設(shè)計(jì)組成。本建筑基礎(chǔ)形式選用柱下獨(dú)立基礎(chǔ)。 建筑設(shè)計(jì)部分包括建筑的平面、立面和剖面設(shè)計(jì)，主要解決建筑平面布局和立面造型問(wèn)題，此外對(duì)一些細(xì)部尺寸進(jìn)行了設(shè)計(jì)。 關(guān)鍵詞： 框架；結(jié)構(gòu)設(shè)計(jì)；抗震設(shè)計(jì) 聊城大學(xué)本科畢業(yè)設(shè)計(jì) 2 Abstract The design of the main structure of the programme in the shaft frame 5 frame aseismic determining the frame layout, the first conducted on behalf of the load between values are calculated, then using the displacement method vertices from the period of vibration, then at the bottom of the shear calculation of horizontal seismic loads under size, then calculated the level of load structure under the action of internal force (bending moment, shearing force, the axial force).Then calculate the vertical load (dead load and live load) under the structure of internal forces, to identify the most disadvantaged group or several groups of endogenic force the most secure and reinforcement calculation of the results of addition to the structure of the programme in the design of indoor stairs and pletion of a platform board, board of the ladder, platform and other ponents of the beam inner force and reinforcement of calculation and force calculation part first calculate the wind load and earthquake action structural internal force, mainly using the moment distribution method, D and other load binations, and according to the cross section design and calculation, including the section size of ponents design and ponent design of reinforcement. Structural design part mainly from the internal force calculation and section building foundation form selection of single foundation under column. Part of the architectural design includes the plane, elevation and profile design, the main solution to building layout and elevation modeling problem, in addition to some details of the design size. Keywords:Framed strctures。Structure design。 Aseismatic design 聊城大學(xué)本科畢業(yè)設(shè)計(jì) 1 目錄 建筑部分 、方案及經(jīng)濟(jì)技術(shù)指標(biāo) ................................. 1 設(shè)計(jì)資料 ........................................................ 1 總體布局與技術(shù)經(jīng)濟(jì)指標(biāo) .......................................... 2 總體布置的考慮 ................................................ 2 立面造型 ...................................................... 2 技術(shù)經(jīng)濟(jì)指標(biāo) .................................................. 2 其他有關(guān)說(shuō)明 .................................................. 2 結(jié)構(gòu)部分 ........................................ 3 結(jié)構(gòu)布置及計(jì)算簡(jiǎn)圖 .............................................. 3 材料選用及截面尺寸的初步估算 .................................... 3 材料選用 ...................................................... 3 構(gòu)件截面尺寸初步估算 .......................................... 4 基礎(chǔ) .......................................................... 4 其他 .......................................................... 5 ........................................................ 6 框架剛度及荷載統(tǒng)計(jì)計(jì)算 .......................................... 6 框架剛度統(tǒng)計(jì)框架梁線剛度： .................................... 6 永久荷載恒載計(jì)算 .............................................. 7 樓面與屋面 .................................................... 7 梁、柱與墻等重力荷載標(biāo)準(zhǔn)值 .................................... 8 豎向荷載下框架受荷 ............................................. 10 風(fēng)荷載計(jì)算 ..................................................... 14 聊城大學(xué)本科畢業(yè)設(shè)計(jì) 2 風(fēng)荷載作用下的位移計(jì)算 ....................................... 14 風(fēng)荷載作用下框架側(cè)移計(jì)算 ..................................... 16 水平地震作用計(jì)算 ............................................... 17 抗震計(jì)算單元及動(dòng)力計(jì)算簡(jiǎn)圖 ................................... 17 水平地震作用下的位移驗(yàn)算 ..................................... 19 ....................................................... 21 恒荷載和活荷載作用下的內(nèi)力計(jì)算 ................................. 21 風(fēng)荷載作用下的內(nèi)力計(jì)算 ......................................... 33 橫向地震作用下的內(nèi)力計(jì)算 ....................................... 36 ....................................................... 38 內(nèi)力組合 ....................................................... 38 ....................................... 47 截面設(shè)計(jì)一般原則 ............................................... 47 框架梁配筋計(jì)算 ................................................. 48 框架柱截面設(shè)計(jì)及配筋計(jì)算 ....................................... 54 框架柱的內(nèi)力組合 ............................................. 54 框架柱截面的計(jì)算與配筋計(jì)算 ................................... 55 ............................................ 62 樓板設(shè)計(jì) ....................................................... 62 荷載計(jì)算 ..................................................... 62 按彈性理論計(jì)算 ............................................... 63 配筋計(jì)算 ..................................................... 65 ....................................................... 66 設(shè)計(jì)資料 ....................................................... 66 樓梯斜板設(shè)計(jì) ................................................... 66 平臺(tái)板設(shè)計(jì) ..................................................... 68 平臺(tái)梁設(shè)計(jì) ..................................................... 69 ....................................................... 71 A、 D軸柱基礎(chǔ)設(shè)計(jì) .............................................. 71 聊城大學(xué)本科畢業(yè)設(shè)計(jì) 3 B、 C軸柱 基礎(chǔ) 設(shè)計(jì) .............................................. 75 參考文獻(xiàn) .......................................................... 81 致 謝 ............................................................. 82 聊城大學(xué)本科畢業(yè)設(shè)計(jì) 1 明湖 賓館 結(jié) 構(gòu) 設(shè)計(jì) 、方案及經(jīng)濟(jì)技術(shù)指標(biāo) 設(shè)計(jì)資料 1. 設(shè)計(jì)標(biāo)高：室內(nèi)設(shè)計(jì)標(biāo)高 177。 ,室內(nèi)外高差 450mm.