天堂国产午夜亚洲专区-少妇人妻综合久久蜜臀-国产成人户外露出视频在线-国产91传媒一区二区三区

砌體教學(xué)樓的震害分析及抗震加固研究

發(fā)布時(shí)間:2018-07-28 07:45
【摘要】:2008年5月12日,發(fā)生的汶川地震,是我國(guó)自唐山地震以來(lái)又一次震害嚴(yán)重的地震。造成了大量的人員傷亡和巨大的經(jīng)濟(jì)損失。我國(guó)作為西亞地中海和環(huán)太平洋兩大地震帶的交匯地區(qū),一直以來(lái)都是遭受地震災(zāi)害比較嚴(yán)重的國(guó)家。較大級(jí)別的地震會(huì)造成嚴(yán)重的建筑破壞和人員傷亡。中小學(xué)校舍由于使用人群的密集性及使用者較差的自我保護(hù)意識(shí)使其成為特殊的受災(zāi)建筑群之一。因此,提高對(duì)中小學(xué)教學(xué)樓的重視程度,加強(qiáng)中小學(xué)教學(xué)樓抗震安全措施是當(dāng)今社會(huì)的重中之重。在地震中受到不同程度破壞、但經(jīng)加固維修后仍可繼續(xù)使用的部分學(xué)校建筑,也需要我們采取行之有效的技術(shù)措施來(lái)強(qiáng)化其防震減災(zāi)能力,這也是我們當(dāng)前及今后應(yīng)該繼續(xù)研究和發(fā)展的方向。通過(guò)對(duì)中小學(xué)抗震技術(shù)及震后加固技術(shù)的研究,使學(xué)校教學(xué)樓最終變?yōu)閷W(xué)校師生和附近居民名符其實(shí)的“第一避難所”。 本文以對(duì)中小學(xué)砌體教學(xué)樓的震害調(diào)查研究為基本工作,總結(jié)了砌體教學(xué)樓中各薄弱環(huán)節(jié)存在的典型的抗震問(wèn)題,仔細(xì)研究了各種震害表現(xiàn),并分析震害產(chǎn)生的原因,為教學(xué)樓的抗震加固工作提供了有意義的理論指導(dǎo)。 在綜合分析建筑結(jié)構(gòu)加固的原因及其加固后的受力特征后,詳細(xì)的介紹了砌體結(jié)構(gòu)的加固原理。詳細(xì)介紹了砌體結(jié)構(gòu)常用的加固方法,對(duì)水泥灌漿法、扶壁柱加固、鋼筋網(wǎng)水泥砂漿加固、結(jié)構(gòu)構(gòu)造性加固等進(jìn)行了概括性的介紹。并指出了各種加固方法的施工要點(diǎn)和計(jì)算要點(diǎn)。 結(jié)合前述相關(guān)理論,以某砌體結(jié)構(gòu)幼兒園作為工程實(shí)例,詳細(xì)的分析了鑒定過(guò)程和加固設(shè)計(jì)、施工等在工程中的運(yùn)用。構(gòu)造柱加固技術(shù)和鋼筋網(wǎng)水泥砂漿面層加固技術(shù)都具有增強(qiáng)砌體結(jié)構(gòu)整體性和抗震能力的作用,在工程中被廣泛地應(yīng)用。
[Abstract]:The Wenchuan earthquake, which occurred on May 12, 2008, is another serious earthquake in China since the Tangshan earthquake. Caused a large number of casualties and huge economic losses. China, as the intersection area of the Mediterranean and Pacific Rim seismic zones, has always been the country that suffered more serious earthquake disaster. Large earthquakes can cause serious building damage and casualties. School buildings in primary and secondary schools have become one of the special disaster-stricken buildings because of the intensive use of people and the poor self-protection consciousness of the users. Therefore, it is the most important in the society to improve the importance of primary and secondary school buildings and strengthen the seismic safety measures of primary and secondary school buildings. Some school buildings that have been damaged to varying degrees in the earthquake, but which can still be used after reinforcement and maintenance, also need us to take effective technical measures to strengthen their ability to prevent and reduce earthquake. This is also the direction that we should continue to study and develop at present and in the future. Through the study of seismic techniques and post-earthquake reinforcement techniques in primary and secondary schools, the school building will eventually become the "first refuge" for the teachers and students of schools and the residents nearby. Based on the investigation and study of earthquake damage in primary and middle school masonry teaching buildings, this paper summarizes the typical seismic problems existing in the weak links of masonry teaching buildings, studies the various kinds of earthquake damage performance, and analyzes the causes of earthquake damage. It provides meaningful theoretical guidance for seismic reinforcement of teaching buildings. After the comprehensive analysis of the reasons for the strengthening of the building structure and the mechanical characteristics of the strengthened structure, the reinforcement principle of the masonry structure is introduced in detail. The common reinforcement methods of masonry structure are introduced in detail, such as cement grouting method, buttress column reinforcement, reinforced concrete mesh cement mortar reinforcement, structural strengthening and so on. The main points of construction and calculation of various reinforcement methods are also pointed out. Combined with the above related theory, taking a masonry structure kindergarten as an engineering example, the paper analyzes in detail the application of appraisal process, reinforcement design, construction and so on. The reinforcement technology of structural column and reinforced concrete mortar surface layer has the function of enhancing the integrity and seismic resistance of masonry structure, and has been widely used in engineering.
【學(xué)位授予單位】:河北工程大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2013
【分類(lèi)號(hào)】:TU364;TU352.11

【參考文獻(xiàn)】

相關(guān)期刊論文 前10條

1 向偉明;劉大進(jìn);;小砌塊房屋縱橫墻連接強(qiáng)度試驗(yàn)研究[J];工程抗震;1987年03期

2 潘從建;孟履祥;張吉柱;;汶川地震中砌體結(jié)構(gòu)樓梯間震害分析[J];工程抗震與加固改造;2009年06期

3 沈靚;柳炳康;張瑜中;吳季柏;;汶川地震中框架樓梯典型震害分析與有限元計(jì)算[J];工程抗震與加固改造;2010年04期

4 呂偉榮;施楚賢;劉桂秋;;剪壓復(fù)合作用下砌體的靜力與抗震抗剪強(qiáng)度[J];工程力學(xué);2008年04期

5 劉萬(wàn)鋒;論建筑結(jié)構(gòu)的加固原因與加固原則[J];甘肅科技;2005年08期

6 程紹革;史鐵花;戴國(guó)瑩;;現(xiàn)有建筑抗震鑒定的基本規(guī)定[J];建筑結(jié)構(gòu);2010年05期

7 高小旺;高煒;劉佳;張宜磊;李清洋;;多層砌體教學(xué)樓抗震加固為砌體墻與鋼筋混凝土墻組合結(jié)構(gòu)的探討[J];建筑結(jié)構(gòu);2010年05期

8 楊繼輝;;淺談民用建筑的加固原則和方法[J];山西建筑;2009年09期

9 桓玉柱;鋼筋混凝土補(bǔ)強(qiáng)加固技術(shù)及其應(yīng)用[J];鐵道建筑;2003年04期

10 史慶軒;楊坤;王秋維;門(mén)進(jìn)杰;;汶川大地震村鎮(zhèn)中小學(xué)建筑的震害調(diào)查和分析[J];西安建筑科技大學(xué)學(xué)報(bào)(自然科學(xué)版);2008年05期

相關(guān)碩士學(xué)位論文 前5條

1 高小麗;中小學(xué)教學(xué)樓存在的抗震問(wèn)題及其加固研究[D];西安建筑科技大學(xué);2011年

2 井玉重;不規(guī)則結(jié)構(gòu)體系的分析和方法[D];鄭州大學(xué);2006年

3 許錦燕;砌體結(jié)構(gòu)抗震鑒定和加固設(shè)計(jì)CAD系統(tǒng)的開(kāi)發(fā)與應(yīng)用[D];清華大學(xué);2009年

4 孫喜晶;框架結(jié)構(gòu)樓梯間的抗震設(shè)計(jì)初步研究[D];西南交通大學(xué);2010年

5 嚴(yán)微;不同樓梯在地震下的反應(yīng)分析[D];太原理工大學(xué);2010年

,

本文編號(hào):2149398

資料下載
論文發(fā)表

本文鏈接:http://sikaile.net/kejilunwen/sgjslw/2149398.html


Copyright(c)文論論文網(wǎng)All Rights Reserved | 網(wǎng)站地圖 |

版權(quán)申明:資料由用戶8d17a***提供,本站僅收錄摘要或目錄,作者需要?jiǎng)h除請(qǐng)E-mail郵箱bigeng88@qq.com