本文選題：大斷面隧道 + 拓?fù)鋬?yōu)化�。� 參考：《北京交通大學(xué)》2017年碩士論文

【摘要】：自中國(guó)第一條高速鐵路(京津城際鐵路)建成以來(lái),高速鐵路在中國(guó)迅速發(fā)展,列車在穿越隧道時(shí),考慮到空氣動(dòng)力學(xué)問(wèn)題,隧道的斷面通常較大,在圍巖條件一般時(shí),大斷面隧道的開(kāi)挖會(huì)對(duì)周圍巖體造成很大擾動(dòng),如何保證大斷面隧道圍巖的穩(wěn)定性和襯砌結(jié)構(gòu)的安全性是目前需要克服的重要工程難題。本文以國(guó)內(nèi)第一座修建于山嶺中的深埋地下火車站(京張城際鐵路八達(dá)嶺地下車站)為依托,綜合使用多種研究手段,對(duì)車站大跨段開(kāi)挖中的關(guān)鍵技術(shù)問(wèn)題進(jìn)行研究。從圍巖變形、圍巖應(yīng)力與塑性區(qū)、襯砌應(yīng)力等角度對(duì)施工方案進(jìn)行研究,評(píng)選最優(yōu)方案。利用ABAQUS的拓?fù)鋬?yōu)化功能,以應(yīng)變能作為目標(biāo)函數(shù),計(jì)算大跨段型鋼的最優(yōu)結(jié)構(gòu)。通過(guò)對(duì)不同長(zhǎng)度、預(yù)應(yīng)力、剛度的錨桿錨索對(duì)于圍巖變形影響的研究,得到初支中錨桿錨索支護(hù)參數(shù)的確定原則。取得以下主要成果:(1)在設(shè)計(jì)單位提出預(yù)留核心土法和預(yù)留中巖柱法的基礎(chǔ)上,作者個(gè)人提出三臺(tái)階七步法的方案,并對(duì)三種開(kāi)挖方案進(jìn)行研究,選取最優(yōu)方案。研究發(fā)現(xiàn),三臺(tái)階七步法在控制圍巖穩(wěn)定和保證結(jié)構(gòu)安全兩方面都有不足,此方案可以排除。預(yù)留核心土法雖然最終拱頂沉降要大于預(yù)留中巖柱法,但是此方案的拱頂沉降在開(kāi)挖各階段緩慢發(fā)展,預(yù)留中巖柱法在破除上部巖柱時(shí),拱頂沉降迅速增大,因此在控制圍巖穩(wěn)定性方面,預(yù)留核心土法要優(yōu)于預(yù)留中巖柱法。在保證結(jié)構(gòu)安全方面,預(yù)留中巖柱法的優(yōu)勢(shì)明顯,初襯的最大拉應(yīng)力明顯小于預(yù)留核心土法,可以確保初襯不會(huì)受拉破壞,只要能夠保證破除上部巖柱時(shí)支護(hù)及時(shí),將會(huì)對(duì)圍巖產(chǎn)生最小擾動(dòng)。綜合比較,預(yù)留中巖柱法最優(yōu)。(2)對(duì)大跨段錨索長(zhǎng)度、剛度、預(yù)應(yīng)力的不同對(duì)圍巖變形影響的研究可知,錨索的長(zhǎng)度對(duì)于控制圍巖的變形起到了關(guān)鍵作用。有錨索情況下,錨桿的軸力明顯減小,而錨索自身長(zhǎng)度的增加也使不同位置錨索的軸力分布更加均衡,從而在有效控制圍巖變形的前提下避免自身受拉破壞。錨索的預(yù)應(yīng)力和剛度的增加雖然可更好地控制圍巖變形,但是效果并不顯著,在設(shè)計(jì)時(shí)對(duì)這兩個(gè)支護(hù)參數(shù)的選取主要考慮滿足錨索抗拉強(qiáng)度的要求。(3)利用ABAQUS拓?fù)鋬?yōu)化功能,對(duì)四分之一圓環(huán)型鋼進(jìn)行優(yōu)化,計(jì)算所得優(yōu)化結(jié)果符合“兩頭大中間小”的規(guī)律,在此基礎(chǔ)上對(duì)八達(dá)嶺地下車站大跨段的型鋼結(jié)構(gòu)進(jìn)行優(yōu)化,對(duì)優(yōu)化后的結(jié)構(gòu)進(jìn)行分析,得到了“強(qiáng)化拱腳拱腰”的型鋼截面尺寸方案,以保證拱腳拱腰初支的剛度。
[Abstract]:Since the establishment of the first high-speed railway in China (Beijing-Tianjin Intercity Railway), the high-speed railway has developed rapidly in China. When the train passes through the tunnel, considering the aerodynamic problems, the section of the tunnel is usually large, and when the surrounding rock conditions are normal, The excavation of large section tunnel will cause great disturbance to surrounding rock mass. How to ensure the stability of surrounding rock and the safety of lining structure of large section tunnel is an important engineering problem to be overcome at present. Based on the first underground railway station (Badaling Underground Station of Beijing-Zhangzhou-Intercity Railway) built in the mountains in China, this paper studies the key technical problems in the excavation of the long span section of the station by using a variety of research methods. The construction scheme is studied from the angles of surrounding rock deformation, surrounding rock stress and plastic zone, lining stress and so on. The optimal structure of long span section steel is calculated by using the topological optimization function of ABAQUS and the strain energy as the objective function. By studying the influence of anchoring cables of different lengths, prestress and stiffness on the deformation of surrounding rock, the principle of determining the supporting parameters of anchor cables in initial support is obtained. The main achievements are as follows: 1) on the basis of reserving core soil method and reserving middle rock column method, the author puts forward a three-step seven-step method, and studies three kinds of excavation schemes, and selects the optimal scheme. It is found that the three-step and seven-step method has shortcomings in controlling the stability of surrounding rock and ensuring the safety of the structure, and this scheme can be eliminated. Although the final dome settlement of the reserved core soil method is greater than that of the reserved middle rock column method, the dome settlement of this scheme develops slowly in each stage of excavation. When the upper rock column is broken by the reserved middle rock column method, the dome settlement increases rapidly. Therefore, in the aspect of controlling the stability of surrounding rock, the reserved core soil method is better than the reserved medium rock column method. In the aspect of ensuring structural safety, the method of reserving middle rock column has obvious advantages, and the maximum tensile stress of initial lining is obviously smaller than that of reserved core soil method, which can ensure that the initial lining will not be damaged by tension, so long as it can ensure that the support is timely when the upper rock column is broken. There will be a minimal disturbance to the surrounding rock. By comprehensive comparison, the study on the influence of the length, stiffness and prestress of anchor cable on the deformation of surrounding rock shows that the length of anchor cable plays a key role in controlling the deformation of surrounding rock. In the case of anchor cable, the axial force of the anchor rod decreases obviously, and the increase of the length of the anchor cable makes the axial force distribution of the anchor cable in different positions more balanced, thus avoiding the tensile damage under the premise of effectively controlling the deformation of surrounding rock. Although the increase of prestress and stiffness of anchor cable can better control the deformation of surrounding rock, the effect is not obvious. The selection of these two supporting parameters mainly considers to meet the requirements of tensile strength of anchor cable in design. On the basis of the optimization of 1/4 ring section steel, the optimized results accord with the law of "two ends, middle and small". On this basis, the section steel structure of the large span section of Badaling underground station is optimized, and the optimized structure is analyzed. The section size scheme of "strengthening arch waist" is obtained to ensure the stiffness of arch waist initial support.
【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】：2017
【分類號(hào)】：U455.4

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本文編號(hào)：1945484