【摘要】：隨著現(xiàn)階段經(jīng)濟(jì)的發(fā)展和科技的進(jìn)步,高速公路的需求越來越多。隨著公路里程快速增加,在巖溶地區(qū)增加修建高速公路趨勢不可避免。本文主要是針對(duì)在巖溶發(fā)育地區(qū)的橋梁基礎(chǔ)施工,在施工過程中如何合理的解決溶洞地區(qū)樁基礎(chǔ)施工的重難點(diǎn),確保樁基礎(chǔ)施工安全和施工質(zhì)量。由于溶洞的樁基礎(chǔ)施工具有不可預(yù)見性、危險(xiǎn)性,本文主要通過對(duì)溶洞樁基礎(chǔ)在施工過程中出現(xiàn)溶洞特征進(jìn)行分析,結(jié)合高密度電法巖溶勘察手段對(duì)該巖溶區(qū)進(jìn)行了初探,直觀的得出了巖溶區(qū)地質(zhì)地貌特性,并進(jìn)行了詳細(xì)分析。針對(duì)施工出現(xiàn)的問題進(jìn)行調(diào)查分析,總結(jié)了巖溶區(qū)現(xiàn)場施工常見問題,探討了溶洞樁基礎(chǔ)在施工過程中采取的有效措施的合理性。為了達(dá)到溶洞樁基礎(chǔ)的最大經(jīng)濟(jì)化,溶洞樁基礎(chǔ)施工前施工技術(shù)人員首先認(rèn)真仔細(xì)閱設(shè)計(jì)圖紙及勘察資料等文件,弄清楚樁基礎(chǔ)溶洞、土洞的基本情況,對(duì)巖溶區(qū)橋梁基礎(chǔ)的施工工藝進(jìn)行優(yōu)化,同時(shí),加強(qiáng)施工過程中對(duì)地質(zhì)變化的監(jiān)控,重點(diǎn)監(jiān)控泥漿的稠度、溶洞的層數(shù)及填充物形態(tài)等情況,做好詳細(xì)的鉆孔記錄,為出現(xiàn)異常情況時(shí)分析原因并選擇合適的處治方案提供依據(jù)。根據(jù)不同的地質(zhì)異常選擇不同的處治方案,避免巖溶區(qū)樁基在施工過程中可能會(huì)出現(xiàn)斜樁、卡鉆、塌孔、擴(kuò)孔、埋鉆,甚至斷樁等施工事故,為后期施工提供經(jīng)驗(yàn)借鑒。本文以廣東省二廣高速公路某大橋橋梁基礎(chǔ)設(shè)計(jì)與施工為對(duì)象,通過對(duì)國內(nèi)外巖溶發(fā)育現(xiàn)狀和對(duì)工程設(shè)計(jì)與施工影響的分析,參考以往基礎(chǔ)施工技術(shù)、裝備、質(zhì)量管理等成功經(jīng)驗(yàn),結(jié)合現(xiàn)場沖孔巖樣及記錄,總結(jié)已施工的溶洞樁基處理經(jīng)驗(yàn),分析所采用處理對(duì)策的適宜性。為復(fù)雜巖溶地區(qū)的基礎(chǔ)施工提供參考,為工程界的技術(shù)人員在該領(lǐng)域的研究與應(yīng)用,在理論與實(shí)踐的結(jié)合上作了新的提示作用。
[Abstract]:With the development of economy and the progress of science and technology, the demand of freeway is more and more. With the rapid increase of highway mileage, it is inevitable to increase the construction of highway in karst area. This paper mainly aims at the bridge foundation construction in karst development area, how to reasonably solve the serious difficulties of pile foundation construction in karst cave area during the construction process, and ensure the construction safety and construction quality of pile foundation. Because the pile foundation construction of the karst cave is unpredictable and dangerous, this paper mainly analyzes the characteristics of the karst cave in the construction process of the karst cave pile foundation, and probes into the karst area with the means of high density electrical karst exploration. The geological and geomorphological characteristics of karst area are obtained intuitively and analyzed in detail. Based on the investigation and analysis of the problems in construction, this paper summarizes the common problems in the field construction in karst area, and probes into the rationality of effective measures taken in the construction process of the karst cave pile foundation. In order to achieve the maximum economic value of the karst cave pile foundation, the construction technicians first carefully read the design drawings and survey materials before the construction of the karst cave pile foundation, so as to find out the basic conditions of the karst cave and the earth tunnel of the pile foundation. To optimize the construction technology of bridge foundation in karst area, at the same time, to strengthen the monitoring of geological change in the construction process, to monitor the consistency of mud, the number of layers of cavern and the shape of fillers, etc., and to make detailed borehole records. It provides the basis for analyzing the cause and choosing the appropriate treatment plan when the abnormal situation occurs. According to different geological anomalies, different treatment schemes can be chosen to avoid inclined pile, drill jam, hole collapse, hole enlargement, burying drill and even broken pile during construction in karst area, which can provide experience for later construction. This paper takes the foundation design and construction of a bridge of Erguang Expressway in Guangdong Province as the object, through the analysis of the present situation of karst development at home and abroad and its influence on engineering design and construction, referring to the previous foundation construction technology and equipment. Based on the successful experience of quality management, combined with the samples and records of punched rock on the spot, the experience of pile foundation treatment of karst cave has been summarized, and the suitability of the treatment measures adopted is analyzed. It provides a reference for the foundation construction in complex karst areas, and provides a new hint for the research and application of the technicians in this field in the field of engineering and the combination of theory and practice.
【學(xué)位授予單位】：湖北工業(yè)大學(xué)
【學(xué)位級(jí)別】：碩士
【學(xué)位授予年份】：2017
【分類號(hào)】：U445.551

【參考文獻(xiàn)】

相關(guān)期刊論文 前10條

1 姚金水;王玉良;;溶洞樁基處理[J];科技與企業(yè);2015年18期

2 宋曉容;;巖溶地區(qū)深水大直徑樁基施工技術(shù)[J];鐵道建筑技術(shù);2013年05期

3 張文;;巖溶地區(qū)樁基施工技術(shù)及異常情況的處理工作內(nèi)容[J];中國高新技術(shù)企業(yè);2013年11期

4 王巖;;巖溶地區(qū)樁基施工技術(shù)[J];科技傳播;2012年24期

5 項(xiàng)川;袁勇;胡艷軍;;鐵路路基巖溶病害的探測與處理[J];路基工程;2012年06期

6 羅科進(jìn);;橋梁樁基施工技術(shù)在巖溶地質(zhì)區(qū)的應(yīng)用[J];山西建筑;2010年27期

7 錢斌;張格飛;;巖溶地區(qū)樁基礎(chǔ)選型的實(shí)例分析[J];土工基礎(chǔ);2010年01期

8 黃紹逵;歐陽玉飛;;高密度電法在巖溶勘察中的應(yīng)用[J];工程地球物理學(xué)報(bào);2009年06期

9 羅元明;;淺談橋梁溶洞樁基處理方法[J];山西建筑;2009年09期

10 鄧超文;;高密度電法的原理及工程應(yīng)用[J];韶關(guān)學(xué)院學(xué)報(bào);2007年06期

相關(guān)碩士學(xué)位論文 前2條

1 尹國榮;巖溶區(qū)勘察方法及橋梁樁基施工技術(shù)[D];中南大學(xué);2009年

2 鄧家喜;廣西典型巖溶發(fā)育區(qū)路基基底勘察及處治技術(shù)的研究[D];廣西大學(xué);2006年

，

本文編號(hào)：2258450