發(fā)布時(shí)間：2019-06-04 10:36

【摘要】：斜拉橋是一種高次超靜定的復(fù)雜結(jié)構(gòu),索塔是其主要的承重構(gòu)件,斜拉橋的活載和恒載幾乎全通過(guò)索塔傳遞到下部的塔墩和基礎(chǔ),所以斜拉橋索塔是設(shè)計(jì)和施工控制的關(guān)鍵�？紤]到索塔容易受風(fēng)力、斜拉索大噸位拉力等外力作用,尤其是對(duì)于異形索塔,其受力更加復(fù)雜,并且變形和應(yīng)力分布具有明顯的空間性,所以索塔的施工質(zhì)量對(duì)于整個(gè)斜拉橋來(lái)說(shuō)起著至關(guān)重要的作用,本文以鄭州新區(qū)龍湖內(nèi)環(huán)路跨北飲水橋(12#橋梁)為背景,對(duì)其索塔施工過(guò)程中臨時(shí)水平橫撐進(jìn)行詳盡的計(jì)算分析。首先,本文對(duì)斜拉橋索塔在施工過(guò)程中,影響索塔實(shí)際線形及內(nèi)力分布的可能因素進(jìn)行分析,緊扣索塔施工控制的主要內(nèi)容,分析各因素對(duì)索塔施工控制的影響,確定影響異形索塔的主要因素。其次,根據(jù)本工程異形索塔的結(jié)構(gòu)特點(diǎn),在索塔下部和中部4個(gè)斜柱的施工過(guò)程中,加入3道水平臨時(shí)橫撐,對(duì)索塔的線形及內(nèi)力進(jìn)行控制。應(yīng)用橋梁計(jì)算軟件MIDAS/CIVIL建立鄭州新區(qū)龍湖內(nèi)環(huán)路跨北飲水橋索塔施工過(guò)程模型,對(duì)每個(gè)施工階段中斜柱的偏移量及應(yīng)力值進(jìn)行計(jì)算分析,研究水平臨時(shí)橫撐的作用效果。最后,對(duì)鄭東新區(qū)龍湖內(nèi)環(huán)路跨北飲水橋索塔施工控制中所需的一些主要數(shù)據(jù)進(jìn)行分析,提出了用于索塔施工控制中水平臨時(shí)橫撐的主要參數(shù),整個(gè)模型計(jì)算分析為斜拉橋索塔的設(shè)計(jì)與施工提供參考依據(jù)。
[Abstract]:Cable-stayed bridge is a kind of high-order statically determined complex structure, and cable tower is its main load-bearing component. The live load and dead load of cable-stayed bridge are almost all transferred to the lower tower pier and foundation through the cable tower, so the cable-tower of cable-stayed bridge is the key to design and construction control. Considering that the cable tower is easily subjected to external forces such as wind force and large tonnage tension of cable-stayed cables, especially for special-shaped cable towers, the force is more complex, and the deformation and stress distribution are obviously spatial. Therefore, the construction quality of the cable tower plays an important role in the whole cable-stayed bridge. This paper is based on the north drinking bridge (12# bridge) in the inner loop of Longhu in Zhengzhou New area. The temporary horizontal transverse brace in the construction process of the cable tower is calculated and analyzed in detail. First of all, this paper analyzes the possible factors that affect the actual alignment and internal force distribution of cable tower in the construction process of cable-stayed bridge, and analyzes the influence of each factor on the construction control of cable tower. Determine the main factors affecting the profiled cable tower. Secondly, according to the structural characteristics of the special-shaped cable tower, three horizontal temporary transverse braces are added to control the alignment and internal force of the cable tower in the construction process of the four inclined columns in the lower and middle parts of the cable tower. The bridge calculation software MIDAS/CIVIL is used to establish the construction process model of the cable tower of the north drinking water bridge in the inner loop of Longhu in Zhengzhou New area. The offset and stress value of the inclined column in each construction stage are calculated and analyzed, and the effect of horizontal temporary transverse brace is studied. Finally, some main data needed in the construction control of the north drinking water bridge cable tower in the Longhu inner loop of Zheng Dong New area are analyzed, and the main parameters used for the horizontal temporary transverse brace in the construction control of the cable tower are put forward. The calculation and analysis of the whole model provides a reference for the design and construction of cable tower of cable-stayed bridge.
【學(xué)位授予單位】：長(zhǎng)安大學(xué)
【學(xué)位級(jí)別】：碩士
【學(xué)位授予年份】：2015
【分類(lèi)號(hào)】：U445.4;U448.27

【相似文獻(xiàn)】

相關(guān)期刊論文 前10條

1 鄭東輝;黎榮歡;;南京三橋南主墩索塔施工測(cè)量方案[J];湖南交通科技;2006年04期

2 胡永;張會(huì)俊;郭慶智;;柳州三門(mén)江大橋索塔施工技術(shù)[J];鐵道建筑;2007年02期

3 江仲明;孟為宗;;六安市淠史杭大橋索塔施工技術(shù)[J];安徽建筑;2010年05期

4 陳錫林,李連法;京杭運(yùn)河淮陰一號(hào)橋索塔施工[J];橋梁建設(shè);1991年02期

5 劉玉蘭，，錢(qián)敬，龔漢甫，崔冰;銅陵大橋索塔施工控制[J];橋梁建設(shè);1995年02期

6 王永;;崖門(mén)大橋索塔施工測(cè)量[J];公路;2006年12期

7 劉火元;;舟山某大橋索塔施工[J];工程與建設(shè);2009年02期

8 游國(guó)華;;北盤(pán)江大橋索塔施工的主要工藝探析[J];科技創(chuàng)新導(dǎo)報(bào);2009年15期

9 王運(yùn)y

本文編號(hào)：2492666