土壓平衡盾構(gòu)高含水量渣土出渣技術(shù)研究
本文關(guān)鍵詞:土壓平衡盾構(gòu)高含水量渣土出渣技術(shù)研究 出處:《中南大學(xué)》2014年碩士論文 論文類型:學(xué)位論文
更多相關(guān)文章: 土壓平衡盾構(gòu) 渣土運(yùn)輸 固液分離 螺旋擠壓過(guò)濾 篩分技術(shù)
【摘要】:摘要:在運(yùn)用土壓平衡盾構(gòu)施工的隧道工程中,當(dāng)遇到含水量較高的地層時(shí),渣土排出、運(yùn)輸困難,泥漿飛散在隧道及市內(nèi)交通干線,影響施工環(huán)境和市容環(huán)衛(wèi),產(chǎn)生高昂的清潔費(fèi)用,而棄土也很難達(dá)到環(huán)保部門廢棄物消納標(biāo)準(zhǔn)。土壓平衡盾構(gòu)高含水量地層出渣問(wèn)題,成為土壓平衡盾構(gòu)施工中亟待解決的問(wèn)題。 本文在總結(jié)盾構(gòu)出渣運(yùn)輸技術(shù)與固液分離技術(shù)的基礎(chǔ)上,創(chuàng)新性的提出了隧道內(nèi)預(yù)分離泥水的施工方法。本文的主要工作如下: (1)從盾構(gòu)施工法的發(fā)展現(xiàn)狀、施工勘察、盾構(gòu)類型及結(jié)構(gòu)特點(diǎn)等方面,對(duì)盾構(gòu)施工法進(jìn)行了介紹。對(duì)土壓平衡和泥水平衡兩種盾構(gòu)的優(yōu)缺點(diǎn)及適用性進(jìn)行了對(duì)比分析,為盾構(gòu)機(jī)型的選擇提供了依據(jù)。 (2)通過(guò)對(duì)盾構(gòu)出渣運(yùn)輸技術(shù)與泥水平衡盾構(gòu)渣土處理技術(shù)的研究,分析了現(xiàn)有土壓盾構(gòu)渣土運(yùn)輸方式的優(yōu)劣及存在的問(wèn)題,結(jié)合盾構(gòu)工程實(shí)際,提出了隧道內(nèi)預(yù)分離方法需要滿足的要求。 (3)分別對(duì)篩分技術(shù)、壓濾技術(shù)、螺旋擠壓技術(shù)三種常見(jiàn)的連續(xù)分離方法進(jìn)行了可行性研究,選擇出可應(yīng)用于盾構(gòu)施工的合適設(shè)備,并提出其用于盾構(gòu)高含水量渣土隧道內(nèi)預(yù)分離和運(yùn)輸?shù)母倪M(jìn)設(shè)計(jì)。 (4)選取最具有可行性的螺旋擠壓過(guò)濾機(jī)、振動(dòng)篩兩種設(shè)備進(jìn)行了具體方案設(shè)計(jì),實(shí)現(xiàn)了隧道內(nèi)渣土泥漿預(yù)分離工藝,使盾構(gòu)施工更為潔凈環(huán)保。結(jié)合盾構(gòu)渣土出渣量大、粘性大的特點(diǎn),為振動(dòng)篩設(shè)備設(shè)計(jì)了多功能刮離運(yùn)輸設(shè)備,提高了振動(dòng)篩的處理能力和防堵塞能力。 (5)以某土壓平衡盾構(gòu)施工案例為例,設(shè)計(jì)了盾構(gòu)整體出渣系統(tǒng)。
[Abstract]:Absrtact: in the tunnel construction with earth pressure balance shield, when the formation with high water content is encountered, the residual soil is discharged, the transportation is difficult, the mud is scattered in the tunnel and the main traffic line of the city. Affecting the construction environment and city appearance and sanitation, resulting in high cleaning costs, and the disposal of soil is difficult to meet the environmental protection department waste acceptance standard, earth pressure balance shield high water content formation slag problem. It is an urgent problem to be solved in the construction of earth pressure balance shield. On the basis of summing up the technology of slag transportation and solid-liquid separation technology of shield tunneling, this paper innovatively puts forward the construction method of pre-separating mud water in tunnel. The main work of this paper is as follows: 1) from the development status of shield construction method, construction survey, shield type and structural characteristics, and so on. The method of shield construction is introduced. The advantages, disadvantages and applicability of earth pressure balance and mud water balance are compared and analyzed, which provides the basis for the selection of shield machine type. 2) through the research on the technology of slag transportation in shield tunneling and mud water balance shield soil treatment technology, the advantages and disadvantages of the existing soil pressure shield residual soil transportation mode and the existing problems are analyzed, combined with the reality of shield engineering. The requirement of pre-separation method in tunnel is put forward. 3) the feasibility of three common continuous separation methods, sieving technology, pressure filtration technology and spiral extrusion technology, were studied, and the suitable equipment which could be used in shield construction was selected. An improved design for pre-separation and transportation of residual soil tunnel with high water content in shield tunneling is proposed. 4) selecting the most feasible spiral squeeze filter and vibrating screen two kinds of equipment to carry on the concrete scheme design, has realized the residual soil mud pre-separation process in the tunnel. The shield construction is more clean and environment-friendly. Combined with the characteristics of large amount of slag and large viscosity of residual soil in shield machine, a multi-function scraping and transportation equipment is designed for the vibrating screen equipment, which improves the handling ability and anti-clogging ability of the vibrating screen. Taking a case of earth pressure balance shield as an example, the whole slag extraction system of shield is designed.
【學(xué)位授予單位】:中南大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2014
【分類號(hào)】:U455.43
【參考文獻(xiàn)】
相關(guān)期刊論文 前10條
1 李博;范德順;;動(dòng)靜環(huán)式螺旋擠壓過(guò)濾機(jī)的有限元分析[J];北京化工大學(xué)學(xué)報(bào)(自然科學(xué)版);2009年02期
2 張慧,孫世鋼;螺旋式固液分離設(shè)備的分類及應(yīng)用[J];大連大學(xué)學(xué)報(bào);2004年04期
3 琚時(shí)軒;;土壓平衡盾構(gòu)和泥水平衡盾構(gòu)的特點(diǎn)及適應(yīng)性分析[J];工程機(jī)械;2007年12期
4 王夢(mèng)恕;孫謀;譚忠盛;;長(zhǎng)江第一隧——武漢長(zhǎng)江隧道修建技術(shù)[J];中國(guó)工程科學(xué);2009年07期
5 孫佑海;固體廢物污染環(huán)境防治法的新發(fā)展[J];環(huán)境保護(hù);2005年02期
6 石秀東;趙魏維;趙加洋;薛兵財(cái);;振動(dòng)篩工作參數(shù)對(duì)篩分效率影響的有限元分析[J];金屬礦山;2012年02期
7 張寧川;地鐵盾構(gòu)法施工軌道運(yùn)輸系統(tǒng)方案優(yōu)化[J];隧道建設(shè);2005年03期
8 劉金祥;趙運(yùn)臣;;武漢長(zhǎng)江隧道工程盾構(gòu)機(jī)選型[J];隧道建設(shè);2007年04期
9 吳朝來(lái);;盾構(gòu)螺旋輸送機(jī)驅(qū)動(dòng)密封故障處理與防護(hù)技術(shù)[J];隧道建設(shè);2012年01期
10 章龍管;陳饋;;成都地鐵富水砂卵石地層盾構(gòu)適應(yīng)性分析[J];建筑機(jī)械化;2010年04期
,本文編號(hào):1390762
本文鏈接:http://sikaile.net/kejilunwen/jiaotonggongchenglunwen/1390762.html