【摘要】：空腹重力壩是一種常見的壩型，即在重力壩壩體內設立一個空腔，既可以節(jié)約壩體混凝土量，又可以減少壩體與壩基的接觸面積，從而減小壩底揚壓力。目前國內外對空腹重力壩進行了大量的結構分析和數值模擬研究，取得了較好的成果，但大多只針對某工程實例進行研究，沒有對其進行全面系統(tǒng)的對比分析。尤其是空腹重力壩的斷面形狀及尺寸，直接影響到大壩的應力、穩(wěn)定及工程量的大小。目前對不同形狀空腔結構的對比分析、不同高跨比對空腹重力壩壩體應力的影響研究還不夠全面和系統(tǒng)，因此有必要進行空腹壩斷面體型優(yōu)化研究，為空腹重力壩設計與施工提供理論依據。 本文以藍田岱峪水庫漿砌石空腹重力壩為依托，利用有限元軟件ABAQUS建立多種空腹重力壩斷面模型，進行了以下幾方面研究： 1、利用ABAQUS軟件建立了扇形空腔形狀的空腹重力壩模型，進行了初始地應力場的分析；對比分析了在不同工況下壩體的應力大小和位移分布、在工況Ⅱ（設計洪水位）條件下不同空腹參數空腹重力壩的應力大小及位移分布。 2、利用ABAQUS軟件建立了參數優(yōu)化的扇形空腔形狀空腹重力壩模型，對比分析了城門洞形以及腹孔上游、下游邊墻均傾向上游型空腔形狀的空腹重力壩在此開孔率下的應力大小及位移分布。通過分析，，發(fā)現空腹重力壩和重力壩的受力狀況相同，隨著開孔率的增大，同種空腔形狀的空腹重力壩壩踵和空腔內部的拉應力呈逐漸增大的趨勢；還要根據空腹內設置的電站廠房、開關站、放水閘門等確定空腹的開孔率；空腔內的拉壓應力主要出現在拱頂偏左以及空腔底部偏右處，若著重考慮受力情況，建議在實際工程施工中選擇腹孔上游、下游邊墻均傾向上游型空腔形狀。若考慮空腔內的設置時，則根據具體情況而定。 3、分析了各個空腔形狀空腹重力壩的抗滑穩(wěn)定性；結果表明三種空腔形狀下的空腹重力壩均滿足抗滑穩(wěn)定性要求； 4、依據模型數值計算（抗滑穩(wěn)定性、應力分布等）的結果，校核了岱欲空腹重力壩原設計方案的合理性和可行性，提出了相應的修改與完善方案，對該壩壩體體型進行了優(yōu)化。
[Abstract]:The hollow gravity dam is a kind of common dam type, that is to say, the establishment of a cavity in the gravity dam body can not only save the amount of concrete in the dam body, but also reduce the contact area between the dam body and the dam foundation, thus reducing the uplift pressure of the dam bottom. At present, a large number of structural analysis and numerical simulation research have been carried out on the hollow gravity dam at home and abroad, and good results have been obtained, but most of them have been studied only for a project case, and no comprehensive and systematic comparative analysis has been carried out on it. Especially, the shape and size of the section of an empty stomach gravity dam directly affect the stress, stability and quantity of the dam. At present, the comparative analysis of hollow cavity structures with different shapes and different ratio of height to span is not comprehensive and systematic enough, so it is necessary to optimize the section shape of the hollow gravity dam. It provides theoretical basis for design and construction of hollow gravity dam. In this paper, based on the slurry hollow gravity dam of Daiyu Reservoir in Lantian County, several cross section models of hollow gravity dam are established by using finite element software ABAQUS. The following aspects are studied: 1. Using ABAQUS software, the model of hollow gravity dam with sector cavity shape is established, and the initial stress field is analyzed, and the stress and displacement distribution of the dam body under different working conditions are compared and analyzed. Under the condition of condition 鈪

本文編號：2173577