易壯鵬-結(jié)構(gòu)設(shè)計(jì)原理A（22級(jí)土木工程9-10班2024-2025-1） 《結(jié)構(gòu)設(shè)計(jì)原理》課程設(shè)計(jì)A-任務(wù)書

第2頁(yè)共9頁(yè)《結(jié)構(gòu)設(shè)計(jì)原理》課程設(shè)計(jì)A任務(wù)書鋼筋混凝土簡(jiǎn)支T梁設(shè)計(jì)指導(dǎo)老師：土木22-9班：易壯鵬,曾有藝,金霞飛土木22-10班：易壯鵬,涂光亞,徐曉霞學(xué)生專業(yè)：土木學(xué)生班級(jí)：土木22-9-10班設(shè)計(jì)時(shí)間：16-17周2024年9月25日《結(jié)構(gòu)設(shè)計(jì)原理》課程設(shè)計(jì)A任務(wù)書(鋼筋混凝土簡(jiǎn)支T梁主梁設(shè)計(jì))為了達(dá)到畢業(yè)設(shè)計(jì)目標(biāo)：4.3能夠進(jìn)行體系、結(jié)構(gòu)、構(gòu)件（節(jié)點(diǎn)）或施工方案的分析、優(yōu)化及設(shè)計(jì)，并體現(xiàn)創(chuàng)新意識(shí)；9.2能主動(dòng)和團(tuán)隊(duì)成員進(jìn)行信息交流，具備合作共贏意識(shí)本設(shè)計(jì)應(yīng)完成：課程目標(biāo)1.掌握鋼筋混凝土梁(構(gòu)件)的設(shè)計(jì)過程和方法，進(jìn)行梁的設(shè)計(jì)計(jì)算并整理成計(jì)算書。課程目標(biāo)2.能主動(dòng)和老師同學(xué)進(jìn)行信息交流，將最終結(jié)果繪制成施工圖，達(dá)到施工圖的深度和要求。一、設(shè)計(jì)資料主梁橫斷面圖見下圖所示。圖1鋼筋混凝土簡(jiǎn)支T梁主梁橫斷面圖表1鋼筋混凝土簡(jiǎn)支T梁主梁橫斷面參數(shù)表標(biāo)準(zhǔn)跨徑(m)預(yù)制場(chǎng)長(zhǎng)度(m)計(jì)算跨徑(m)h(mm)bi(mm)b(mm)h1’(mm)h2’(mm)109.969.609002200180801601312.9612.6011002200180801601615.9615.6013002200200801602019.9619.601500220020080160注：表中bi表示主梁間距。2、荷載效應(yīng)支點(diǎn)截面按承載能力極限狀態(tài)計(jì)算時(shí)的支點(diǎn)剪力見表2?？缰薪孛婵缰薪孛孀畈焕驾d的彎矩值見表2；按承載能力極限狀態(tài)計(jì)算時(shí)的跨中剪力值見表2。其他截面支座至跨中各截面，彎矩假定按拋物線分布，而剪力按直線變化。二、設(shè)計(jì)計(jì)算內(nèi)容正截面強(qiáng)度設(shè)計(jì)與驗(yàn)算；斜截面強(qiáng)度設(shè)計(jì)與驗(yàn)算；施工階段應(yīng)力驗(yàn)算；主梁裂縫寬度驗(yàn)算；主梁撓度驗(yàn)算；繪制配筋圖一張，并計(jì)算鋼筋與混凝土數(shù)量；用自己熟悉的語(yǔ)言編制縱筋和箍筋的計(jì)算程序，并與手算結(jié)果對(duì)比。表2鋼筋混凝土簡(jiǎn)支T梁參數(shù)表序號(hào)姓名標(biāo)準(zhǔn)跨徑(m)跨中彎矩標(biāo)準(zhǔn)值（kN.m）支點(diǎn)剪力設(shè)計(jì)值V’(kN)跨中剪力設(shè)計(jì)值V’(kN)結(jié)構(gòu)重要性系數(shù)γ0材料恒載人群汽車(考慮沖擊力)汽車(不考慮沖擊力)砼等級(jí)主筋等級(jí)1王帥垚201178.0827.461314.081104.27594.21139.421.1C35HRB5002張賀201178.0827.461102.8926.72594.21139.421.1C35HRB4003鄔遠(yuǎn)博201132.83139.25963.47809.64489.25131.811.1C35HRB4004羅明燁201132.83139.25808.6679.50489.25131.811.1C35HRB4005高歆博201089.44102.75443.5372.69426.52106.731.1C35HRB5006呂爍201089.44102.75372.2312.77426.52106.731.1C35HRB4007段威16706.7618.56909.08745.15504.21121.061C30HRB4008張堯16706.7618.56744.2610.00504.21121.061C30HRB4009劉鈺奇16686.6494.33435.6357.05401.11101.551C30HRB50010彭迪雄16686.6494.33356.6292.30401.11101.551C30HRB40011肖謹(jǐn)宇16650.7267.21311.84255.61363.9496.771C30HRB50012葛淳16650.7267.21255.28209.25363.9496.771C30HRB40013蔣中元13449.8712.94503.47406.02438.179.10.9C35HRB50014李梓民13449.8712.94404.7326.37438.179.10.9C35HRB40015凌楚懿13442.5665.29349.66281.98370.6977.80.9C35HRB40016張思杰13442.5665.29281.07226.67370.6977.80.9C35HRB40017彭佳俊13413.145.22238.79192.57317.3367.080.9C35HRB50018郭睿13413.145.22191.95154.80317.3367.080.9C35HRB40019張珂錦10252.968.12354.25278.94383.6555.961.1C30HRB40020肖恒吉10252.968.12279.7220.24383.6555.961.1C30HRB40021李文韜10252.6841.46225.48177.54323.8652.441.1C30HRB50022陳明康10252.6841.46178.03140.18323.8652.441.1C30HRB40023曹鼎為10231.9627.47151.44119.24274.4246.471.1C30HRB40024葉朝陽(yáng)10231.9627.47119.5794.15274.4246.471.1C30HRB40025梁坤明201178.0827.461314.081104.27594.21139.421C35HRB50026楊志雄201178.0827.461102.8926.72594.21139.421C35HRB40027張?jiān)鋈A201132.83139.25963.47809.64489.25131.811C35HRB40028熱沙提·阿帕爾201132.83139.25808.6679.50489.25131.811C35HRB40029羅梓軒201089.44102.75443.5372.69426.52106.731C35HRB50030蔡志楊201089.44102.75372.2312.77426.52106.731C35HRB40031吳嘉祥16706.7618.56909.08745.15504.21121.060.9C30HRB50032王錦華16706.7618.56744.2610.00504.21121.060.9C30HRB40033吳泓燁16686.6494.33435.6357.05401.11101.550.9C30HRB40034盧泓旭16686.6494.33356.6292.30401.11101.550.9C30HRB50035譚佳俊16650.7267.21311.84255.61363.9496.770.9C30HRB40036程振軒16650.7267.21255.28209.25363.9496.770.9C30HRB40037周子涵13449.8712.94503.47406.02438.179.11.1C35HRB50038王思穎13449.8712.94404.7326.37438.179.11.1C35HRB50039江豪13442.5665.29349.66281.98370.6977.81.1C35HRB50040傅昱多多13442.5665.29281.07226.67370.6977.81.1C35HRB40041張揚(yáng)13413.145.22238.79192.57317.3367.081.1C35HRB40042王思琪13413.145.22191.95154.80317.3367.081.1C35HRB40043劉澤10252.968.12354.25278.94383.6555.961C30HRB50044李坤昱10252.968.12279.7220.24383.6555.961C30HRB40045曾文遠(yuǎn)10252.6841.46225.48177.54323.8652.441C30HRB40046陳英恒10252.6841.46178.03140.18323.8652.441C30HRB40047彭佳樂10231.9627.47151.44119.24274.4246.471C30HRB50048劉小龍10231.9627.47119.5794.15274.4246.471C30HRB40049張靖峰201178.0827.461314.081104.27594.21139.420.9C35HRB50050劉家睿201178.0827.461102.8926.72594.21139.420.9C35HRB40051向振瑞201132.83139.25963.47809.64489.25131.810.9C35HRB50052周宇201132.83139.25808.6679.50489.25131.810.9C35HRB40053向晶晶201089.44102.75443.5372.69426.52106.730.9C35HRB40054蔣昊201089.44102.75372.2312.77426.52106.730.9C35HRB40055王鑫皓16706.7618.56909.08745.147541504.21121.061.1C30HRB50056胡振濤16706.7618.56744.2610504.21121.061.1C30HRB40057彭聰16686.6494.33435.6357.0491803401.11101.551.1C30HRB40058屈宗本16686.6494.33356.6292.295082401.11101.551.1C30HRB40059陸燦耀16650.7267.21311.84255.6065574363.9496.771.1C30HRB50060萬(wàn)潤(rùn)豪16650.7267.21255.28209.2459016363.9496.771.1C30HRB40061張哲僖13449.8712.94503.47406.0241935438.179.11C35HRB40062路自玲13449.8712.94404.7326.3709677438.179.11C35HRB40063王耀13442.5665.29349.66281.983871370.6977.81C35HRB50064周昊坤13442.5665.29281.07226.6693548370.6977.81C35HRB400注：①鋼筋均采用焊接骨架；②每個(gè)同學(xué)按要求選擇相應(yīng)序號(hào)數(shù)據(jù)進(jìn)行設(shè)計(jì)計(jì)算；③箍筋采用HPB300級(jí)鋼筋，彎起鋼筋和斜筋采用與主筋相同等級(jí)的鋼筋。三、應(yīng)提交的成果和要求設(shè)計(jì)計(jì)算書一份計(jì)算說明書主要包括目錄、正文、設(shè)計(jì)總結(jié)、參考文獻(xiàn)等，內(nèi)容要規(guī)范詳盡、資料齊全、計(jì)算正確、書寫工整、條理清晰、層次分明、符號(hào)書寫規(guī)范，計(jì)算內(nèi)容包括：梁的正截面強(qiáng)度計(jì)算、梁的斜截面強(qiáng)度計(jì)算、施工階段應(yīng)力驗(yàn)算、裂縫寬度及撓度計(jì)算。草圖用鉛筆繪制。一片主梁配筋圖（3號(hào)圖紙，可手繪也可用CAD繪圖，必須獨(dú)立完成，不得與他人雷同）（1）梁的模板圖、縱剖面配筋圖及鋼筋大樣圖，跨中、四分點(diǎn)及支座截面配筋圖。（2）梁的抵抗彎矩圖。（4開米格紙）（3）鋼筋明細(xì)表。（4）說明：如砼強(qiáng)度等級(jí)、鋼筋級(jí)別、砼保護(hù)層厚度、焊接要求、圖示比例等。施工圖用手工或CAD出圖，符合繪圖規(guī)范，包括圖幅布置、線條粗細(xì)、尺寸標(biāo)注、鋼筋標(biāo)注、鋼筋表的繪制以及圖框線和標(biāo)題欄。手工一律用鉛筆繪圖。3、源程序一份，要求有單獨(dú)的封面，語(yǔ)言程序規(guī)范，有題目，程序框圖，源程序，輸入文件和輸出文件，同時(shí)有運(yùn)行結(jié)果的截圖，源程序要有文字說明，最后有與手算的結(jié)果相比較的結(jié)論。如有誤差，分析原因。4、必須自己獨(dú)立完成設(shè)計(jì)，不得抄襲，一經(jīng)發(fā)現(xiàn)抄襲者按零分處理。四、考核方式與評(píng)分標(biāo)準(zhǔn)1.分?jǐn)?shù)構(gòu)成見下表:課程目標(biāo)與分?jǐn)?shù)構(gòu)成序號(hào)分?jǐn)?shù)占比評(píng)價(jià)依據(jù)和標(biāo)準(zhǔn)課程目標(biāo)160%設(shè)計(jì)計(jì)算過程和結(jié)果符合橋梁規(guī)范；計(jì)算書符合撰寫規(guī)范；設(shè)計(jì)符合橋梁相關(guān)規(guī)范，制圖符合制圖相關(guān)標(biāo)準(zhǔn)。課程目標(biāo)240%源程序符合規(guī)范并能運(yùn)行；圖紙內(nèi)容完整，圖面表達(dá)規(guī)范，符合施工圖深度要求；設(shè)計(jì)過程中參與溝通和討論的程度。2、成績(jī)?cè)u(píng)定：綜合考慮平時(shí)考勤情況、計(jì)算書、源程序、圖紙圖紙質(zhì)量和交流情況，采用等級(jí)制，成績(jī)?cè)u(píng)定等級(jí)共五級(jí)，即優(yōu)秀、良好、中等、及格、不及格。五、課程目標(biāo)達(dá)成度評(píng)價(jià)方式課程目標(biāo)達(dá)成度評(píng)價(jià)包括課程分目標(biāo)達(dá)成度評(píng)價(jià)和課程總目標(biāo)達(dá)成度評(píng)價(jià)，具體計(jì)算方法如下：課程分目標(biāo)達(dá)成度=課程總目標(biāo)達(dá)成度=課程目標(biāo)評(píng)價(jià)內(nèi)容及目標(biāo)分值建議如下表所示：課程目標(biāo)評(píng)價(jià)內(nèi)容及目標(biāo)分值建議課程目標(biāo)評(píng)價(jià)內(nèi)容課程目標(biāo)1課程目標(biāo)2課程總評(píng)成績(jī)目標(biāo)分值6040100學(xué)生平均得分A1A2A=A1+A2課程目標(biāo)達(dá)成度評(píng)價(jià)值計(jì)算方法與具體說明如下表所示：課程目標(biāo)達(dá)成度評(píng)價(jià)值計(jì)算方法課程目標(biāo)考核環(huán)節(jié)目標(biāo)分值學(xué)生平均得分各課程目標(biāo)達(dá)成度算法課程目標(biāo)1設(shè)計(jì)計(jì)算過程符合規(guī)范計(jì)算書符合規(guī)范制圖表達(dá)規(guī)范60A1A1/60課程目標(biāo)2源程序符合規(guī)范、梁的配筋施工圖符合規(guī)范40A2A2/40課程總體目標(biāo)綜合全部環(huán)節(jié)100AA/100六、設(shè)計(jì)規(guī)范（1）《公路鋼筋混凝土及預(yù)應(yīng)力混凝土橋涵設(shè)計(jì)規(guī)范》