钻孔灌注桩是一种常用的桥梁基础形式。
本文介绍了钻孔灌注桩施工中的一种新设备。
The paper introduced one of new construction equipment that drilled filling pile.
泥浆护壁冲孔灌注桩；质量控制；施工监理。
Slurry Wall pile punching; Quality control; Construction Supervision.
钻孔灌注桩是一种应用最广泛的深基础形式。
Drilled grouting pile is one of the widely used types of the deep foundation.
灌注桩具有承载能力高、桩径尺寸灵活等优点。
The pouring pile has the advantage of high loading capacity and flexible pile diameter.
在岩溶发育地区，多采用嵌岩灌注桩作为桥梁基础。
Rock_socketed piles are always used as the bridge foundations in the Karst area.
泥浆质量控制是钻孔灌注桩施工成败的关键技术之一。
The quality control of slurry are always one of key points of bored pile construction.
钻孔灌注桩属于隐蔽工程，施工过程容易出现质量事故。
Bored pile works are hidden engineering, construction process prone to happen quality accidents.
本文就岩溶地区钻孔灌注桩处在溶洞处的设计处理作一介绍。
This paper introduces the design treatment of karst caves at the location of bored piles at karst district.
钻孔灌注桩在这些区域基建工程基础工程中发挥了重要作用。
Drilled a hole the filling pile to play the influential role in these region basic construction foundation engineering.
结果表明，扩底钻孔灌注桩的使用保证了地基工程的安全性。
The results show that the use of under-reamed bored pile can assure the safety of foundation engineering.
提出了在抛石填海地层钻孔灌注桩施工中常见问题及处理方法。
Common problems and their solutions are put forward in riprap-filled sea formation during bored pile execution.
本文介绍了变径灌注桩控制系统设计思想，实现方法及其功能。
This paper introduces design thought, method and system function of the control system for diameter-transformed per fusion piling.
文章介绍在岩溶地层钻孔灌注桩施工时，需采取的各项技术措施。
The article has introduced when pouring hole into the karst stratum need some technological measures.
分析结果表明，高层建筑灌注桩工作性能良好，有较高的承载潜力。
The results indicate that the bored pile works well and has high potential carrying capacity.
在本文中，笔者大型桥梁钻孔灌注桩施工的质量管理谈了自己的看法。
In this article, the author talked about views on quality management of large Bridges bored pile construction.
最后，提出了垃圾填埋场内钻孔灌注桩的施工工艺以及施工注意事项。
The construction process of bored pile and the important construction matters needing attention are presented at last.
在比较分析的基础上，指明导致潜水钻成孔灌注桩承载力较低的原因。
Based on the comparing and analysis, it points out the reason of lower load capacity of dive drilling hole pile.
本文结合工程实例详细介绍了振动沉管灌注桩的施工方法和适用范围。
This paper introduces construction method and applicable range of vibration sinking pipe perfusion pile in detail combining engineering example.
论述了超声脉冲法检测钻孔灌注桩连续性、完整性及强度的原理及方法。
The paper introduced the principle and method of ultrasound pulse method detecting the continuity, integrity and strength.
钻孔灌注桩作为桥梁的基础，其质量好坏关系到整个桥梁工程建设的成败。
As the base of bridge, the quality of drilling perfusion stake affects the whole project construction of bridge.
分析了钻孔灌注桩施工中常见技术问题，提出了切实可行的预防处理措施。
This paper analyses the ordinary technical problems in drilling perfusion stake and puts forward practical precautions and measures.
对压密灌浆法用于桩底灌浆提高钻孔灌注桩承载力的工艺和机理进行了探讨。
Technology and mechanism of compaction grouting used in bored pile base grouting to enhance the bearing capacity are discussed.
在特殊的水文地质条件下，地下水的运动及压力对灌注桩的质量影响十分显著。
Movement and pressure of groundwater have great effects on quality of cast-in-place piles in special hydrogeological cases.
通过钻孔压浆灌注桩施工工艺的论述，指出了产生质量问题的原因及防治措施。
By discussing executing process of bored grouting pile, the paper points out reasons and preventive measures of quality problems.
文章介绍了古交市滩上桥工程概况，并就钻孔灌注桩施工过程及方法进行了阐述。
The paper introduces the construction of Tanshang Bridge in Gujiao and explains the construction process and methods of bored piles.
用压力灌浆法处理钢筋混凝土灌注桩底以提高灌注桩的竖向承载力是一项新工艺。
Using pressure grouting to treat concrete reinforcement filling pile's bottom to increase the vertical bearing capacity of filling pile is a new technique.
介绍了人工挖孔灌注桩的施工工艺流程，详细阐述了人工挖孔灌注桩的施工方法。
This paper introduces the construction process flows of the hand-dug filling piles, and expounds the methods for the construction of he hand-dug filling piles.
采用数值模拟方法，对新浇混凝土灌注桩在爆破振动作用下的动态响应进行了分析。
The dynamic response of fresh concrete filling pile under blasting load is studied by numerical simulation in this paper.
采用数值模拟方法，对新浇混凝土灌注桩在爆破振动作用下的动态响应进行了分析。
The dynamic response of fresh concrete filling pile under blasting load is studied by numerical simulation in this paper.
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