建筑物荷載在覆巖中傳播規(guī)律及沉陷區(qū)興建建筑物可行性分析
[Abstract]:With the rapid growth of population and the decreasing resources of construction land, and in response to the call of the State to conserve resources, to make full use of resources and to take the path of sustainable development, It is very important to study the subject of building construction above the subsidence area. (1) the additional stress propagation depth under the new building load over the subsidence area is studied. Based on the theoretical formula of Buchinesk's theory, combined with the foundation code and mining subsidence theory, the influence depth of the additional stress of building on the foundation in the subsidence area is determined. According to the criterion of critical value of propagation depth, the load or the number of floors above the mining subsidence area is determined. (2) the relationship between the damage (mainly cracks) and the deformation and movement of the ground surface caused by coal seam mining is studied. By means of linear regression analysis, it can be concluded that there is a linear relationship between the cracks of buildings and the variation of surface displacement. The linear development law of crack width under the influence of the ratio of building length to height and the surface deformation can also be obtained. (3) according to the influence of different positions of subsidence area on buildings, the theoretical calculation method is used. The feasibility of building new buildings on the surface of the actual engineering area is analyzed. The above analysis and research expounded the influence mechanism of the goaf house damage by the influence of the surface, which is of great significance for guiding the design of building construction reinforcement and anti-deformation in goaf.
【學(xué)位授予單位】:遼寧工程技術(shù)大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2014
【分類號(hào)】:TU746
【參考文獻(xiàn)】
相關(guān)期刊論文 前10條
1 張曉杰;徐建新;杜碩;徐傳枝;;煤礦采空區(qū)建筑地基穩(wěn)定性評(píng)價(jià)[J];河北聯(lián)合大學(xué)學(xué)報(bào)(自然科學(xué)版);2012年03期
2 于敏;;淺談鋼結(jié)構(gòu)在土木工程中的應(yīng)用[J];科技創(chuàng)新導(dǎo)報(bào);2011年32期
3 李召龍;吳侃;郝剛;;新增荷載對(duì)采空區(qū)影響的相似材料模擬實(shí)驗(yàn)研究[J];現(xiàn)代礦業(yè);2011年06期
4 李鳳明;;我國(guó)采煤沉陷區(qū)治理技術(shù)現(xiàn)狀及發(fā)展趨勢(shì)[J];煤礦開采;2011年03期
5 白國(guó)良;李樹志;高均海;;老采動(dòng)區(qū)覆巖裂隙發(fā)育特征及活化機(jī)理研究[J];煤礦開采;2010年05期
6 范適;李碩;;淺析建筑結(jié)構(gòu)的抗震性能[J];硅谷;2010年10期
7 劉聰穎;王山;;采空區(qū)上方建筑物的結(jié)構(gòu)設(shè)計(jì)[J];建筑設(shè)計(jì)管理;2010年05期
8 熊彩霞;梁恒昌;馬金榮;張鄂芬;;煤礦采空區(qū)建筑場(chǎng)地地基適宜性分析[J];采礦與安全工程學(xué)報(bào);2010年01期
9 湯夢(mèng)玲;;地基附加應(yīng)力計(jì)算的Excel電子表格法[J];邢臺(tái)職業(yè)技術(shù)學(xué)院學(xué)報(bào);2010年01期
10 楊德智;陳雨;宋麗英;景勃雙;;基于ANSYS的采空區(qū)地基穩(wěn)定性分析與評(píng)價(jià)[J];能源技術(shù)與管理;2010年01期
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