我的毕业设计，给大家看看

飞天

<>今天终于把所有毕业设计都弄完了，轻松了许多啊，现在把毕业设计部分东西，发上来，给大家看看，汇报工作，呵呵，一共200多页计算书，21张图纸</P>
<  align=center><B >中型百货商场设计摘要</B><B ><p></p></B></P>
<  align=left><p><FONT face="Times New Roman" size=3> </FONT></p></P>
< >关键词：百货商场  建筑设计 结构计算 力矩分配法 D值法<p></p></P>
< ><B><FONT face="Times New Roman">1．             </FONT></B><B >建筑设计</B><B><p></p></B></P>
<  align=left>该中型百货商场平面设计中，总建筑面积为3654.72平方米，共三层，其中营业面积占总75%，仓储为总面积的15%，办公及辅助用房为总面积的10%。建筑采用7.2*7.2柱距，开间六跨，进深四跨，总体长度为43.2米，宽度为28.8米。本楼共三层，一层层高4.5米，二、三层为3.9米。<p></p></P>
<  align=left>商场西为街心花园，南临主要街道，故在西边、南边开六扇主大门，并在西边开一扇残疾人专用门，并设坡道，门旁设置残疾人专用电梯，符合无障碍设计。为分清客流、货流，防止流线交叉，在主要通道相反方向，设置货运专用通道，在通道旁设计货运电梯。商场中央设置自动扶梯，北边设计两部封闭式双跑楼梯，符合防火、疏散要求。在商场东南角设置厕所和盥洗间，东边一层为办公、员工休息室，二三层为仓储间。<p></p></P>
< ><B ><FONT face="Times New Roman">2．             </FONT></B><B >结构设计</B><B ><FONT face="Times New Roman"> <p></p></FONT></B></P>
<  align=left>整栋建筑物为全框架结构，除厕所采用现浇板外，其余为预应力混凝土空心板。混凝土选用C25，钢筋选用HRB335钢筋。外墙、女儿墙、电梯井为普通砖，隔墙采用空心砖。<p></p></P>
<  align=left>南北方向柱之间布置主梁，跨度7.2米，东西柱之间布置联系梁，跨度7.2米。和主梁平行方向，每个开间内每隔2.4米布置一根次梁，共两根次梁。基础计算，采用柱下条形基础，沿主梁方向布置。<p></p></P>
<P ><B ><FONT face="Times New Roman">3．             </FONT></B><B >结构计算</B><B ><p></p></B></P>
<P  align=left>对于梁柱钢筋，全部采用电渣压力焊，而现浇板则采用搭接，搭接长度按混凝土结构的规范要求进行严格计算，实际所取搭接长度均大于按理论计算的搭接长度。<p></p></P>
<P  align=left>结构荷载均根据做法按照《荷载规范》统计，采用弯矩二次分配法计算竖向荷载。对于三层框架结构来说，弯矩二次分配法做法是在整体框架进行，按照结构力学的一般方法，算出个节点弯矩分配系数、计算不平衡弯矩，然后进行分配、传递，每个节点一般分配2次。在计算风荷载作用下的结构内力，采用 D值法。<p></p></P>
<P  align=left>荷载内力组合，根据荷载效应分为三种情况：（1）1.2*恒载+1.4*活载（2）1.2恒载+1.4风载（3）1.2恒载+0.9*1.4*（活载+风载）。根据组合大小选出起控制作用的荷载组合方式。<p></p></P>
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<P  align=center><B >The abstract of medium–sized </B><B >department store design</B><B ><p></p></B></P>
<P  align=left><B ><FONT face="Times New Roman">Keywords: Medium–sized department store Architecture design  The structure calculating Dint allotment method construction computing<p></p></FONT></B></P>
<P ><FONT face="Times New Roman"><B >1、        </B><B > Architectural design <p></p></B></FONT></P>
<P ><FONT face="Times New Roman">In this medium-sized department store of planar design, the total construction area is 3654. 72 square meters, amounts to three floors, among them the area of business accounts for always 75%, the storage is 15% of the whole area, handle official business and the auxiliary house is 10% of the whole area.<p></p></FONT></P>
<P ><FONT face="Times New Roman">The wrests of the market is the park at an intersection, border on the arterial street in the south, so open six main gates in the west, in the south, and open a disabled person\'s special-purpose door in the west, set up the ramp, set up disabled person\'s special-purpose lift by the door, according with has no obstacle to design. <p></p></FONT></P>
<P ><FONT face="Times New Roman">In order to separate guests in the streamline , goods streamline, prevent the streamline from overlapping, in the opposite direction of the main pass way, set up the special-purpose pass way of the freight transportation, design the baggage elevator by the pass way.<p></p></FONT></P>
<P ><FONT face="Times New Roman">Set up the escalator in the middle of the market, design two closed pairs and run in the stair the north, accord with and fire prevention, evacuate the demand. Southeast corner set up lavatory and wash hands and face one in market, the first floor of in the east is official working , staff\'s lobby , the second upstairs and the third upstairs are storage one.<B ><p></p></B></FONT></P>
<P ><FONT face="Times New Roman"><B >2、        </B><B >building construction design<p></p></B></FONT></P>
<P ><FONT face="Times New Roman">The whole building is the whole frame structure, besides adopting the cast-in-place board in the lavatory; the others are hollow boards of prestressing force concrete. The concrete selects C25 for use; the reinforcing bar selects the reinforcing bar of HRB335 for use. The outer wall, parapet, lift well are the ordinary brick, the partition wall adopts the hollow brick.<p></p></FONT></P>
<P ><FONT face="Times New Roman">Assign the girder between the direction posts of north and south, span 7. 2 meters, fix up and contact the roof beam, span 7 between the things posts two meters. Walk in the direction with main beam, every <st1:chmetcnv w:st="on" UnitName="in" SourceValue="2" HasSpace="True" Negative="False" NumberType="1" TCSC="0">2 in</st1:chmetcnv> each room. 4 meters are assigned a each roof beam, amounts to two each roof beams. Foundation calculate, adopt post bar foundation, along girder to assign side   <B > <p></p></B></FONT></P>
<P ><B ><FONT face="Times New Roman"> <p></p></FONT></B></P>
<P ><FONT face="Times New Roman"><B >3、        </B><B >The structure calculating<p></p></B></FONT></P>
<P ><FONT face="Times New Roman">To the post reinforcing bar of roof beam, all adopt the electric dreg pressure to be welded , but the cast-in-place board is adopted and joined, join the length to calculate strictly according to the demand of standardizing of the concrete structure, the length of joining fetched is greater than the length of joining calculated according to the theory actually.<p></p></FONT></P>
<P ><FONT face="Times New Roman">Structure load according to is it count to " load norm " , adopt curved square two assign law calculate vertical to load according to method. To frame of three floors structure, curved square assign France\'s method to be to go on in the whole frame two times, according to the structural mechanics general method , calculate the a node curved square distribution coefficient , uneven curved square of calculation, then distribute , transmit, each node is distributed 2 times the same. In calculate wind load structure internal force of function , adopt D value law.<p></p></FONT></P>
<P ><FONT face="Times New Roman">The internal force association that loads, is divided into three kinds of situations according to the effect of loading: </FONT>（<FONT face="Times New Roman">1</FONT>）<FONT face="Times New Roman">1.2* constant load  +1.4* mobile load</FONT>（<FONT face="Times New Roman">2</FONT>）<FONT face="Times New Roman">1.2 *constant load +1.4*wind load</FONT>（<FONT face="Times New Roman">3</FONT>）<FONT face="Times New Roman">1.2 constant load +0.9*1.4*</FONT>（<FONT face="Times New Roman">mobile load +wind load</FONT>）<p></p></P>

<P><img src="attachments/dvbbs/2005-6/20056131691373.jpg" border="0" onload="if(this.width>screen.width*0.7) {this.resized=true; this.width=screen.width*0.7; this.alt=\'Click here to open new window\nCTRL+Mouse wheel to zoom in/out\';}" onmouseover="if(this.width>screen.width*0.7) {this.resized=true; this.width=screen.width*0.7; this.style.cursor=\'hand\'; this.alt=\'Click here to open new window\nCTRL+Mouse wheel to zoom in/out\';}" onclick="if(!this.resized) {return true;} else {window.open(\'attachments/dvbbs/2005-6/20056131691373.jpg\');}" onmousewheel="return imgzoom(this);" alt="" /></P>
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<P><img src="attachments/dvbbs/2005-6/2005613161013408.jpg" border="0" onload="if(this.width>screen.width*0.7) {this.resized=true; this.width=screen.width*0.7; this.alt=\'Click here to open new window\nCTRL+Mouse wheel to zoom in/out\';}" onmouseover="if(this.width>screen.width*0.7) {this.resized=true; this.width=screen.width*0.7; this.style.cursor=\'hand\'; this.alt=\'Click here to open new window\nCTRL+Mouse wheel to zoom in/out\';}" onclick="if(!this.resized) {return true;} else {window.open(\'attachments/dvbbs/2005-6/2005613161013408.jpg\');}" onmousewheel="return imgzoom(this);" alt="" /></P>

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<img src="attachments/dvbbs/2005-6/2005613161053750.jpg" border="0" onload="if(this.width>screen.width*0.7) {this.resized=true; this.width=screen.width*0.7; this.alt=\'Click here to open new window\nCTRL+Mouse wheel to zoom in/out\';}" onmouseover="if(this.width>screen.width*0.7) {this.resized=true; this.width=screen.width*0.7; this.style.cursor=\'hand\'; this.alt=\'Click here to open new window\nCTRL+Mouse wheel to zoom in/out\';}" onclick="if(!this.resized) {return true;} else {window.open(\'attachments/dvbbs/2005-6/2005613161053750.jpg\');}" onmousewheel="return imgzoom(this);" alt="" />
<img src="attachments/dvbbs/2005-6/200561316112725.jpg" border="0" onload="if(this.width>screen.width*0.7) {this.resized=true; this.width=screen.width*0.7; this.alt=\'Click here to open new window\nCTRL+Mouse wheel to zoom in/out\';}" onmouseover="if(this.width>screen.width*0.7) {this.resized=true; this.width=screen.width*0.7; this.style.cursor=\'hand\'; this.alt=\'Click here to open new window\nCTRL+Mouse wheel to zoom in/out\';}" onclick="if(!this.resized) {return true;} else {window.open(\'attachments/dvbbs/2005-6/200561316112725.jpg\');}" onmousewheel="return imgzoom(this);" alt="" />
<img src="attachments/dvbbs/2005-6/2005613161541890.jpg" border="0" onload="if(this.width>screen.width*0.7) {this.resized=true; this.width=screen.width*0.7; this.alt=\'Click here to open new window\nCTRL+Mouse wheel to zoom in/out\';}" onmouseover="if(this.width>screen.width*0.7) {this.resized=true; this.width=screen.width*0.7; this.style.cursor=\'hand\'; this.alt=\'Click here to open new window\nCTRL+Mouse wheel to zoom in/out\';}" onclick="if(!this.resized) {return true;} else {window.open(\'attachments/dvbbs/2005-6/2005613161541890.jpg\');}" onmousewheel="return imgzoom(this);" alt="" />

小语

<>8错,我的标准也就只能看看了,呵呵</P><>祝顺利通过</P>

颠覆爱情

不错,我最近也在赶制毕业设计,课题没有楼主的有趣,极其枯燥."大庆油田让湖路110/35/6kv二号变电站设计".楼主学建筑的,有空给我的变电站设计个主控室.

鱼

<>隔行如隔山！</P><>给不了你什么意见</P><>只能祝你成功！</P>

范特西

<>是啊 我也看不懂  看不出门道 但是看热闹也觉得飞天弄的不错</P><>应该稳稳的通过！</P>

夏日流云

<>嘿嘿，看你这个，我可是本行咯~！</P>
<>说点看法别介意哦，首先你那个效果图水平有限了（不过这个已属非专业内要求了，你能做出来估计也是课外用了点功摸索的了，恩，先给予鼓励，我也是课外瞎学的）材质、灯光和建模都有缺陷~！尤其是材质，好好努力哦~1</P>
<>其次建筑物中间立面造型稍过于呆板，其实只要再稍做点处理就好了，比方加点玻璃幕墙什么的~！还有就是不知道是你3D摄象机打的方向不对还是我看图角度有问题，感觉怎么对不上啊~！</P>
<>还有就是，这个建筑采用柱下条形基础我认为不是最佳之选，象这种柱网结构比较规则的，我认为采用高强预应力混凝土管桩基础比较好~！（这个不用异议，因为与地质报告是相关的，或许也是你们导师要求的，毕竟毕业设计的目的是为了让我们面面俱到、比较系统的把知识总结一下，做那个基础可能是为了复习土力学与地基基础 吧）</P>
<>那个斜面位置如果在一层可以采用框架剪力墙的话，可以把一进门那个柱子去了，可以让人感觉视觉上比较好一点，另外就可以把电梯转90度，一进门稍偏就可以到电梯`！不用转弯，到二层就可以在剪力墙位置梁上起柱~！呵呵，只是随便发表点个人看法而已~1</P>
<>嘿嘿，够罗嗦了吧，其实你这个让我想起了我去年的毕业设计，比你惨多了，我们的图纸是全手工绘制的，不象你，还可以用计算机，六层的教学楼光柱子就描的我手发酸了，计算书更不用说了~！一样的，也是采用力矩分配法和D值法，而且那个梁柱配筋也是几年前的老土表示，取一榀框架截面表示，现在梁筋用的是平法（你一定知道）柱和楼梯采用柱表和梯表了~1结构计算，如果真的出来，也不用那么可怕了，广厦和PKPM很快的~！漫漫学吧，我毕业后才发现在学校学的东西真的很落伍~！</P>
<>哈哈，哥们你真的很不错哦~1将来酒泉的烈士纪念馆一定会很漂亮的 ~！好好努力，希望你答辩也精彩通过~1</P>
<>嘿嘿，好象有点班门弄斧哦，言过之处，还请多多包涵~！</P>

飞天

<>呵呵，找到同行了，谢谢你哦</P><>任务书上要求用柱下条形基础，我没有办法，只有照办了</P><>梁是用平法表示的，我没有传上来，</P><>我们是计算机和手绘结合来做的</P><>电梯确实是我没有考虑周全</P><>能否帮我做个效果图哦，我实在是学了三天，没弄清楚，就先试验着弄成这个样子了，帮帮我哦？先谢谢了</P>

夏日流云

<>帮忙是可以，不过我的水平也不怎么高，也是在校外学的。可能比你好点吧</P><>不过你三天就弄出这样来，挺了不起啊~！</P><>我们主要是做建筑和结构，效果图做的特少，可能上班时间我不能给你搞，下班到可以</P><>不过麻烦你把各层平面传给我一下，给两个立面，我怎么总觉得你那个斜面有问题啊？</P><>还有，昨天我说的那个剪力墙在你这个上面不合理，呵呵，晚上想了一下觉得自己想的不周全</P>

shingo

<>维护结构选用的材料? 是否符合国家节能相关措施? 顶层承重是否考虑大型空调机组? 防排烟分区是否划分?</P><>图纸我只能看到半张  以上是我的问题 </P>

飞天

<>维护结构？因为是框架结构，墙体不承重，所以我的墙体材料使用空心砖，不是红土实心砖，应该符合要求，唯一我不满意的是，没有采用中间天井的自然采光，因为这样屋顶排水要简单许多，时间紧啊</P><>实在没有考虑大型空调，当时荷载不好查到，我对这个也不太懂，防排烟？不知道，可能我们不是同行吧，我猜想是防火分区？</P><>谢谢你了，能听到你们这些意见，对我答辩真有好处，谢谢你了~~</P>