文章主要介绍钢管桩桩帽的施工工艺。
The technology for construction of steel tubular pile caps is described in the this paper.
不管怎样，桩帽直径不得小于150毫米。
In any case, pile tips should not have a diameter less than 150 mm.
本文提供一个码头叉桩桩帽大部开裂的工程实例。
This paper presents an engineering example about the most cracks of the inclined pile caps of the dock quay.
我们提供气封、螺母、桩帽、插头和适配器的标准产品。
GasFlo provides a standard selection of glands, nuts, caps, plugs and adaptors.
研究了桩间距、桩帽大小和填料内摩擦角对桩体荷载分担比的影响。
Influence of pile spacing, pile cap dimension and Angle of internal friction of embankment filling on the pile efficacy is analyzed.
支撑结构和液压缸位于共同的桩帽上，从而形成了这座桥的固定点。
Support and hydraulic cylinders are positioned on a common pile cap and thus form the fixed point of the bridge.
研究了桩间距、桩帽大小和填料内摩擦角对桩体荷载分担比的影响。
Study on Reinforcement-curtain Effect and Pile-soil Load Share Ratio of Pile Groups;
因此，对于柔性基础条件下CFG桩桩帽复合地基褥垫层厚度的优化十分有意义。
So under the condition of flexible foundation, the optimization of cushion thickness of CFG pile composite foundation with caps is of great significance.
短牛腿与深梁、桩帽基本上属于非受弯构件，其计算理论相对复杂、计算方法也不尽一致。
Corbels, deep beams and pile caps are included basically in non-flexural elements, the calculative theory of which is relatively complicated, and its calculative method of which is not consistent.
桩帽平台上承担的土重为总承担荷载的25%，而桩间土承担的占69%，搅拌桩承担的仅占6%。
The pile cap platform, the soil-area between piles and the mixed piles share 25%, 69% and 6% of the total fill load.
置换率是桩体承担荷载比例大小的主要因素，提高桩体承载比例的主要途径是提高桩的置换率，增大桩帽面积。
The replacement ratio is the main factor for the increase of proportion of pile bearing load, and the main way is to raise the replacement ratio of piles and the size of the pile cap.
根据内力测试结果，对基坑短边内不同位置桩、短边与长边内桩的帽梁受力进行了对比分析，得出了平面位置对桩帽梁受力的影响。
The effect of pile's place upon top beam's internal forces by comparing the top beams' stress in short-side with that in the long-side and in the inner-side of short-side was also studied.
根据内力测试结果，对基坑短边内不同位置桩、短边与长边内桩的帽梁受力进行了对比分析，得出了平面位置对桩帽梁受力的影响。
The effect of pile's place upon top beam's internal forces by comparing the top beams' stress in short-side with that in the long-side and in the inner-side of short-side was also studied.
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