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1、築龍網(wǎng)zhulongxom建筑資料下載就在筑龍網(wǎng)西北農(nóng)林科技大學(xué)留學(xué)生公寓（B棟）結(jié)構(gòu)設(shè)計(jì)作者：陳建東指導(dǎo)老師：席丁民扌商要：本工程為六層磚混結(jié)構(gòu)留學(xué)綸公寓。建筑層數(shù)為六層，層高2.8m,總建筑而積5400m2o抗震設(shè)防烈度7度，場(chǎng)地類(lèi)別為II類(lèi)，結(jié)構(gòu)設(shè)計(jì)使用年限為50年。本工程為二類(lèi)建筑，耐火等級(jí)為二級(jí)，工程±0.00同絕對(duì)標(biāo)高525.38nio結(jié)構(gòu)設(shè)計(jì)依據(jù)國(guó)家相關(guān)規(guī)范進(jìn)行：計(jì)算各樓板和屋而板的恒荷載，同時(shí)確定活載值。根據(jù)荷載設(shè)計(jì)值計(jì)算出樓面和屋而的配筋。將板上荷載按單向板、雙向板的傳力特點(diǎn)傳給各墻體，然示根據(jù)各墻所受荷載及墻體自重，驗(yàn)算墻體抗壓承載力。根據(jù)
2、抗震設(shè)防數(shù)據(jù)及結(jié)構(gòu)重力荷載代表值，計(jì)算出水平地震作用下墻體承擔(dān)的剪力，并驗(yàn)算墻體的抗剪承載力。計(jì)算出墻段基礎(chǔ)上部荷載，并山此確定基礎(chǔ)類(lèi)型和配筋。在最后進(jìn)行雨篷計(jì)算。設(shè)計(jì)中樓屋而板計(jì)算使用了天正公司的天正結(jié)構(gòu)軟件。經(jīng)過(guò)驗(yàn)算，該結(jié)構(gòu)符合安全性、可靠性要求。關(guān)鍵詞：磚混結(jié)構(gòu)；承載力；荷載；軟件築龍網(wǎng)zhulongxomThestructuredesignforNorthwestA&FUniversityoverseasstudentsapartmentbIock(B)buiIdingAuthor:ChenJiandonginstructor:XiDingminAbs
3、tract:Thisengineeringisamultistorybui1ding.Itisabrickandconcretemixedstructure.Thebuildinghassixtiers,layeris2.8m,withatotalconstructionareaof5400mIntensityofanti-seismicdefenceisestablishedto7degree.Thestructureisdesignedtouse50years..Thisengineeringissecondbuilding,fireproofranka
4、ssecondary,theengineering±0.00isequaltoabsoluteelevation525.38mStructuredesignaccordingtotherelevantnationalstandards:calculatethefloorandtheroofboard,andmakesuretheconstantload1iveloadvalue.Accordingtoloadthedesignva1uecalculatedfloorandtheroofreinforcement.Wi11theloadontheone-wayp
5、late,two-wayboardofthepowertransmissioncharacteristiestothewal1,andthenbasedonthewal1andwal1bodyweightbyload,checkingwal1compressivecapacity.Accordingtotheseismicdatastructureandgravityloads,calculatingthevaluerepresentsthelevelearthquakeeffectfortheshearwal1,andcalculationofthewal1
6、shearcapacity.Calculatedbasedtheupperloadsforwal1,andthendefinebasictypesandreinforcement.Calculatecanopyatthelast.Floorandroofdesigncalculationusedthesoftware:structuresoftware.Afterchecking,thestructurecomplywiththesafetyandreliabi1ityrequirements.keywords:brickandconcretestructur
7、e,bearingcapacity,loadandsoftware一、工程概況本建筑位于陜四省楊陵區(qū)四北農(nóng)林科技大學(xué)，為六層磚混結(jié)構(gòu)，層高2.8m,建筑施工圖由中國(guó)建筑西北設(shè)計(jì)研究院設(shè)計(jì)。建筑場(chǎng)地平坦，地下水位較深，場(chǎng)地土為I級(jí)非口重濕陷性黃土。根據(jù)濕陷性黃土地區(qū)建筑設(shè)計(jì)規(guī)范，擬用換土墊層法進(jìn)行地基處理，墊層材料為3:7灰土，墊層厚度為2.0米，換土處理后，地基表而的承載力特征值不小于210kPa；抗震設(shè)防烈度為7度，設(shè)計(jì)基本地震加速度值為0.15g,設(shè)計(jì)地震分組為第二組，場(chǎng)地類(lèi)別II類(lèi)。二、結(jié)構(gòu)方案2.1、主體結(jié)構(gòu)方案總層數(shù)六層，總高度2.8X6=16.8m
8、<18m,層高2.8m,房屋高寬比16
