【正文】 B柱3＜04φ10@1004φ10@1502＜04φ10@1004φ10@1501＜04φ10@1004φ10@150結(jié)　　論本次課程設(shè)計(jì)的題目為“天津電力局辦公樓設(shè)計(jì)”，設(shè)計(jì)完成了設(shè)計(jì)任務(wù)書的要求，并在指導(dǎo)老師的指導(dǎo)下，結(jié)合自己所擁有的知識(shí)，并查閱相關(guān)資料，完成了本工程的建筑和結(jié)構(gòu)上全過程設(shè)計(jì)，并在這次的設(shè)計(jì)中受益匪淺。對(duì)于一個(gè)工程的設(shè)計(jì)，不僅僅是要求建筑設(shè)計(jì)滿足：美觀、經(jīng)濟(jì)、可行性，現(xiàn)在的社會(huì)能源越來越稀缺，所以在選用材料上，更應(yīng)該注重選用低碳綠色可循環(huán)的能源。而結(jié)構(gòu)的設(shè)計(jì)時(shí)，在滿足一般的“安全性、耐久性、適用性”的要求的基礎(chǔ)上，對(duì)于地震安全的設(shè)計(jì)更應(yīng)該注重設(shè)計(jì)，發(fā)生在四川汶川和日本的地震，都給我們血的教訓(xùn)，地震設(shè)計(jì)技術(shù)的提高勢(shì)在必行。結(jié)構(gòu)設(shè)計(jì)還要考慮到施工的可行性，這對(duì)于一個(gè)工程師而言，不僅要求其有專業(yè)領(lǐng)域的豐富知識(shí)，對(duì)于其他分支領(lǐng)域的知識(shí)也要有所涉及，這樣才能設(shè)計(jì)出一個(gè)不僅美觀、適用、滿足結(jié)構(gòu)要求、滿足施工等其他要求的理想的建筑。在本次設(shè)計(jì)中發(fā)現(xiàn)，要想在結(jié)構(gòu)設(shè)計(jì)中能夠比較順利的進(jìn)行，建筑設(shè)計(jì)至關(guān)重要，特別是柱網(wǎng)的布置問題，不僅要按照規(guī)范的要求布置，更應(yīng)該學(xué)習(xí)前人的經(jīng)驗(yàn)，并結(jié)合本工程的實(shí)際情況，進(jìn)行有效地布置，這樣才能有后面的結(jié)構(gòu)設(shè)計(jì)較順利地進(jìn)行。在結(jié)構(gòu)設(shè)計(jì)中，發(fā)現(xiàn)計(jì)算的數(shù)據(jù)比較的多，并且繁瑣，工作量之大，以至于計(jì)算過程中的正確率不高，所以在結(jié)構(gòu)計(jì)算時(shí)可以選用計(jì)算機(jī)軟件進(jìn)行計(jì)算，如Excel軟件，此款軟件利用制表功能在編寫了公式的基礎(chǔ)上準(zhǔn)確的計(jì)算數(shù)據(jù)，運(yùn)用這款軟件，計(jì)算的數(shù)據(jù)的正確率有了很大的提高。還可以在設(shè)計(jì)過程中使用其他的結(jié)構(gòu)結(jié)算軟件進(jìn)行結(jié)構(gòu)的計(jì)算驗(yàn)算。在設(shè)計(jì)過程中，需要繪制圖紙，所以通過此次設(shè)計(jì)對(duì)于畫圖軟件CAD的操作已經(jīng)能夠熟練地掌握了，雖然與專業(yè)水準(zhǔn)還有很大差距，但是比初學(xué)時(shí)有了較大的提高。在這次畢業(yè)設(shè)計(jì)中后，不僅是能對(duì)過去四年所學(xué)的知識(shí)能有一個(gè)系統(tǒng)性的復(fù)習(xí)，更能掌握許多專業(yè)領(lǐng)域中的新知識(shí)和其他領(lǐng)域的知識(shí)，不斷地提高和完善自身的綜合能力素質(zhì)。并且在設(shè)計(jì)過程中還增強(qiáng)了自身的耐心和細(xì)心，對(duì)于大批量數(shù)據(jù)的處理計(jì)算和編輯，是一個(gè)需要極大地耐心和細(xì)心才能做好的一件事。還讓我感覺到基礎(chǔ)知識(shí)是很重要的，只有在學(xué)好了基礎(chǔ)知識(shí)的基礎(chǔ)上，才能夠有能力去深入學(xué)習(xí)更多更深的知識(shí)，在以后的學(xué)習(xí)工作中更應(yīng)該扎實(shí)的打好基礎(chǔ)，通過不斷地學(xué)習(xí)來豐富和拓寬自己的知識(shí)面。所以畢業(yè)設(shè)計(jì)不僅僅是一個(gè)結(jié)業(yè)設(shè)計(jì)，更是讓我明白在畢業(yè)之后，仍然會(huì)是一個(gè)不斷學(xué)習(xí)的過程，學(xué)海無涯！參 考 文 獻(xiàn)[1] 中華人民共和國(guó)國(guó)家標(biāo)準(zhǔn)，辦公建筑設(shè)計(jì)規(guī)范(JGJ 672006). 北京：中國(guó)建筑工業(yè)出版社，2006.[2] (專業(yè))概論[M]. 武漢：武漢理工大學(xué)出版社，2008.[3] [J] . 震災(zāi)防御技術(shù)，2006(2).[4] Morgen Brian G..Kurama,Yahya Design of FrictionDamped Precast Concrete Frame Structures,Journal of Structural Engineering,2007,(11).[5] Han TongSeok, Billington Sarah L Semic Analysis of isReinforced Concrete Frame Buildings Using Interface of Structural Engineering,2006,(8).[6] [J] .中國(guó)西部科技,2010, (10). [7] [M].哈爾濱：哈爾濱工業(yè)大學(xué)出版社，2009.[8] 劉晶波，劉陽冰，－混凝土組合框架結(jié)構(gòu)體系抗震性能研究[J]. 北京工業(yè)大學(xué)學(xué)報(bào)，2010.[9] 梁興文，[M]. 北京：科學(xué)出版社，2002.[10] 中華人民共和國(guó)國(guó)家標(biāo)準(zhǔn)，房屋建筑制圖統(tǒng)一標(biāo)準(zhǔn)(GB/T5000120010).北京：中國(guó)建筑工業(yè)出版社，2006.[11] [J].煤炭工程，2010.[12] 董軍，張偉郁，[M]. 北京：中國(guó)水利水電出版社，2002.[13] 中華人民共和國(guó)國(guó)家標(biāo)準(zhǔn)，建筑設(shè)計(jì)防火規(guī)范(GB 500162006). 北京：中國(guó)建筑工業(yè)出版社，2006.[14] Zenonas Kamaitis. Structural design of polymer protective coatings for reinforced concrete structures. Journal of civil engineering and management，2007. 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Framework structure, formation of internal space, flexible architectural layout, frame structure system in structural design a wide range of the more obvious advantages, especially in height no more than 60m highrise buildings, prominent. At the same time, the real problem in the design and construction of highrise buildings of reinforced concrete frame structure is often neglected, to the quality of the project to stay hidden. Now bined with their years of experience, to discuss the construction of the actual situation and the existing specification.The concrete strength gradeCauses pressure in order to meet the column axis ratio requirements, while at the same time to meet the requirements of the control column section, posts higher strength grade concrete has bee a necessity. Based floor flat slab flexural too high concrete strength grade was unnecessary and inappropriate. First, highstrength grade concrete contribution to its flexural capacity is not obvious。 Secondly, the highstrength grade concrete ponents exposed to nonload stress (concrete shrinkage stress, temperature stress, etc.) adverse Because of this, only castinplace framework concrete strength grade should not be higher than the the C40 provisions. In fact, the actual engineering floor concrete strength grade usually C20 ~ C35. Shows that the column design strength of concrete highrise buildings of concrete frame structure is higher than the design strength of the flatslab inevitable, and with the building height increases, both the design strength of the gap will be the greater, in addition, need special instructions Yes, this situation is mainly present in the lower part of the highrise building. Currently, the pouring of concrete construction almost all modities concrete pumping process, and habits, all construction units are usually vertical elements and horizontal elements batches centralized pouring (ie node area with floor strength grade of concrete pouring). If the requirements of one of the beamcolumn joints alone pouring, it will lead to the two issues, the first supply and pouring time is not easy to control the quality of the accident, followed by the difficulty of separation between the node area with flatslab, so the construction The units do not want a large area using this method.When the column design strength of concrete is higher than the design strength of beams, floor, take effective measures to cope with the beamcolumn joints concrete construction. Can be addressed from the following two aspects:Structural design: vertical and horizontal ponents of the highrise building concrete structures concrete strength to be a reasonable value. Strength grade of concrete types of vertical elements of the whole project should not be too much, and with the changes in the crosssection of vertical elements to be splitlevel synchronization。 strength grade concrete values ??of the horizontal member to ply with regulatory requirements, as far as possible with the vertical e