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Hook pile - an innovative cast-in-place pile foundation system

Hook pile - an innovative cast-in-place pile foundation system
钩形桩——一种创新的现浇桩基础系统
批准号:
486846-2015
负责人:
TofighRayhani, Mohammad
金额:
$0.57万
依托单位:
依托单位国家:
加拿大
项目类别:
Idea to Innovation
财政年份:
2015
资助国家:
加拿大
项目状态:
已结题
起止时间:
2015-01-01 至 2016-12-31

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中文摘要
翻译
桩基作为抵抗陆上和海上上、下大荷载结构的首选基础体系,在世界范围内得到了广泛的应用。桩的安装通常是通过穿透地层或通过钻孔和填充孔的钢筋混凝土。灌注桩是通过锤击系统将其打入先前未挖掘的土壤中来安装的。灌注桩,也称为钻孔桩,是通过在现场挖掘的钻孔中填充混凝土而形成的,通常用于建筑行业,在各种地质环境中将上部结构的荷载转移到有效的地层。现浇桩被认为是最灵活和实用的打桩方法,因为它可以在任何直径和任何实际深度内使用。
英文摘要
Pile foundations are widely used throughout the world as the preferred foundation system to resist the upwards and downwards heavy load structures both onshore and offshore. Piles are normally installed either by driving through the ground strata or through drilling and filling the hole with reinforced concrete. Driven piles are installed through driving them into previously unexcavated soil by a hammer system. Cast-in-place piles, also known as drilled shafts, are formed by filling the concrete in an excavated borehole in the site and are commonly used in construction industry to transfer the load of superstructures to competent ground strata in wide range of geological settings. Cast-in-place piles are known as the most flexible and practical method in piling construction as they can be used in any diameters and up to any practical depth. The load carrying capacity of pile foundations are provided by the toe bearing capacity as well as the pile shaft capacity through the pile-soil interface resistance. The shaft capacity of cast-in-place piles may not be fully developed in caving soils and fractured rocks due to possible gap between the pile and the surrounding soil. An innovative technology, known as Hook Pile, was developed to significantly increase load carrying capacity of cast-in-place piles by implementing hooks on the surface of piles. The hooks are installed at the perimeter of the steel cages used in cast-in-place piles and create an anchoring mechanism with the surrounding ground materials. This technique has shown to significantly improve the resistance of the pile shaft under both compressive loads caused by superstructures as well as the uplift pressure resulting from high wind load or lateral loads without increasing the pile diameter or the shaft length. The technology invented here will primarily impact design and construction of buildings, bridges and infrastructure systems in Canada and around the world by providing a novel foundation technology for safer, economic and more effective construction practice.
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Soil and Foundation Improvement Solutions for Seismic Resistant Design
  • 批准号:
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  • 项目类别:
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  • 资助金额:
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  • 财政年份:
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  • 负责人:
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  • 项目类别:
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  • 资助金额:
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  • 财政年份:
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  • 批准号:
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  • 项目类别:
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  • 资助金额:
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  • 财政年份:
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