- 摘 要
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姚燕明 周順華 陳 力
（同濟(jì)大學(xué)滬西校區(qū)鐵建系 上海200331）[提要] 鉆孔咬合灌注樁作為一種新的基坑圍護(hù)結(jié)構(gòu)，克服了傳統(tǒng)樁在基坑圍護(hù)結(jié)構(gòu)中防水性能差的缺點，在地鐵車站基坑圍護(hù)中得到采用。對該圍護(hù)結(jié)構(gòu)灌注樁承受的彎矩提出按剛度分配的計算方法，通過幾次迭代計算后，得到各灌注樁與自身剛度成正比的彎矩值。
[關(guān)鍵詞 ]地下鐵道 基坑工程 鉆孔咬合灌注樁 剛度分配As a new pit supporting structure, clutching borehole grouting pile has overcome the deflection of traditional pile which can not prevent water leaking and is gradually used in subway pit engineering. For the bending moment calculation of clutching borehole grouting pile, a method based on rigidity distribution is proposed. After several iteration calculations, the bending moment of different piles is calculated proportional to its rigidity.
Keywords: subway; pit engineering; clutching borehole grouting pile; rigidity distribution
