混凝土澆筑期施工荷載的統(tǒng)計(jì)分析
[Abstract]:In recent years, the accidents of formwork bracing system collapse during the construction process in China are common. The underestimation of load is one of the main causes of the accidents, and the related research is insufficient. In this paper, the living load of concrete floor during pouring period (including construction personnel load, equipment load and concrete load) as the research object, load investigation and statistics, the main work and conclusions are as follows: (1) load on the person weight, The body weight of more than 500 groups of people was measured in the construction site. The statistical analysis of the measurement results showed that the weight clothing was normal distribution and the mean value and variance were given. (2) the load of equipment is counted on the spot, and the final load value is obtained by referring to the relevant documents; (3) through the influence surface of the target shaft, considering the most unfavorable distribution of the load, and according to the equivalent influence surface height, the standard value of the target shaft load under the human load and the equipment load is obtained. (4) based on the investigation of 43 sites, the sample values of 610 concrete stacking heights were collected, and the cos surface and the two-dimensional normal distribution surface were used to fit the pouring figure to obtain the optimal distribution, respectively. The equivalent thickness of each measuring unit is obtained by the optimal distribution, and the ratio of the equivalent thickness to the designed thickness is calculated. The fitting test is carried out by comparing the values, and the normal distribution is obtained, the mean value and the variance are given, and the standard value of concrete load is given.
【學(xué)位授予單位】:北京交通大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2013
【分類(lèi)號(hào)】:TU755
【參考文獻(xiàn)】
相關(guān)期刊論文 前10條
1 徐國(guó)彬;;空間結(jié)構(gòu)的影響面理論[J];北方交通大學(xué)學(xué)報(bào);1989年02期
2 張傳敏,方東平,耿川東,王欣;鋼筋混凝土結(jié)構(gòu)施工活荷載現(xiàn)場(chǎng)調(diào)查與統(tǒng)計(jì)分析[J];工程力學(xué);2002年05期
3 謝楠;王勇;;超高模板支架的極限承載能力研究[J];工程力學(xué);2008年S1期
4 謝楠;梁仁鐘;胡杭;;基于影響面的混凝土澆筑期施工荷載研究[J];工程力學(xué);2011年10期
5 梁仁鐘;謝楠;;當(dāng)前我國(guó)模板支架安全性現(xiàn)狀分析[J];工業(yè)安全與環(huán)保;2010年08期
6 梅源;胡長(zhǎng)明;周正永;蔣明;王霞;;高大模板支撐體系在結(jié)構(gòu)施工期內(nèi)所受荷載統(tǒng)計(jì)分析[J];工業(yè)建筑;2010年02期
7 周樂(lè)農(nóng);裘伯永;;桿系結(jié)構(gòu)有限元分析中用機(jī)動(dòng)法繪制影響線(面)的概念與簡(jiǎn)單方法[J];長(zhǎng)沙鐵道學(xué)院學(xué)報(bào);1991年03期
8 劉家彬,郭正興;扣件鋼管架支模的安全性[J];施工技術(shù);2002年03期
9 趙挺生,李樹(shù)遜,顧祥林;混凝土房屋建筑施工活荷載的實(shí)測(cè)統(tǒng)計(jì)[J];施工技術(shù);2005年07期
10 謝楠;李政;郝鵬;;混凝土澆筑期模板支架荷載動(dòng)力效應(yīng)試驗(yàn)研究[J];施工技術(shù);2011年16期
相關(guān)會(huì)議論文 前1條
1 謝楠;郝鵬;尹智宏;郭軍曉;;混凝土澆筑期高大模板支撐體系的受力性能研究[A];第21屆全國(guó)結(jié)構(gòu)工程學(xué)術(shù)會(huì)議論文集第Ⅱ冊(cè)[C];2012年
相關(guān)博士學(xué)位論文 前1條
1 袁雪霞;建筑施工模板支撐體系可靠性研究[D];浙江大學(xué);2006年
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