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1. 发明授权

US07635238B2 Device for preventing dock piling or structure piling uplift 有权
标题翻译：防止码头打桩或结构堆垛隆起的装置
公开(公告)号：US07635238B2
公开(公告)日：2009-12-22
申请号：US10842590
申请日：2004-05-10
申请人： Robert Colbert
发明人： Robert Colbert
IPC分类号： E02D5/60
CPC分类号： E02D31/14
摘要： A device for preventing dock piling or structure piling uplift includes a tubular member concentrically disposed around the piling so as to form an annular space between the tubular member and the piling. A heating element is disposed within the tubular member and connected to a power source. The heating element prevents the water or ground within the annular space from freezing to a point where it adheres to the piling and shifts the same upward in response to changing tides or ground shifts in cold weather.
摘要翻译：用于防止码头打桩或结构堆放隆起的装置包括同心地设置在堆垛周围的管状构件，以便在管状构件和桩之间形成环形空间。加热元件设置在管状构件内并连接到电源。加热元件防止环形空间内的水或地面冻结到其粘附于桩的位置，并在寒冷天气中响应于潮汐或地面变化而向上移动。

2. 发明申请

US20050249556A1 Device for preventing dock piling or structure piling uplift 有权
标题翻译：防止码头打桩或结构堆垛隆起的装置
公开(公告)号：US20050249556A1
公开(公告)日：2005-11-10
申请号：US10842590
申请日：2004-05-10
申请人： Robert Colbert
发明人： Robert Colbert
IPC分类号： E02D5/60 , E02D31/06 , E02D31/14
CPC分类号： E02D31/14
摘要： The present invention relates to a device for preventing dock piling and/or structure piling uplift caused by frost heaving or shifting.
摘要翻译：本发明涉及一种用于防止由于隆起或移动引起的堆垛堆垛和/或堆积隆起的装置。

3. 发明授权

US07300228B2 Method and apparatus for preventing dock or structure piling uplift 有权
标题翻译：防止码头或结构堆垛隆起的方法和装置
公开(公告)号：US07300228B2
公开(公告)日：2007-11-27
申请号：US10988855
申请日：2004-11-15
申请人： Robert Colbert
发明人： Robert Colbert
IPC分类号： E02D5/60
CPC分类号： E02D31/12 , E02D31/14
摘要： A piling anti-lift system utilizes a heat trace cable secured around a piling and extending above and below the water level of the surrounding water. An annular space is formed between the piling anti-lift system. The heated piling anti-lift system prevents the water in the annular space from freezing and thereby prevents the piling from being subject to uplifting or heaving that results from the rising tide of surrounding frozen waters. In the event of extreme water temperatures and the freezing of the water in the formed annular space, the piling anti-lift system keeps the piling independent of the frozen surrounding water. In this situation, the piling anti-lift system will break free from the frozen water in the annular area and rise with the rising tide waters, thus continuing to keep the piling independent from the rising frozen tide waters.
摘要翻译：打桩防升降系统利用围绕堆垛固定并延伸到周围水域水位以上的热痕迹电缆。在打桩防升降系统之间形成一个环形空间。加热的打桩防升降系统可防止环形空间中的水冻结，从而防止堆积物因周围冻结水域的涨潮而引起隆升或隆升。在极端的水温和形成的环形空间中的水冻结的情况下，打桩防升降系统保持打桩独立于冻结的周围水域。在这种情况下，打桩防升降系统将从环形区域的冷冻水中解脱出来，随着潮汐水的升高而上升，从而继续保持打桩独立于上升的潮汐水域。

4. 发明申请

US20050249557A1 Method and apparatus for preventing dock or structure piling uplift 有权
标题翻译：防止码头或结构堆垛隆起的方法和装置
公开(公告)号：US20050249557A1
公开(公告)日：2005-11-10
申请号：US10988855
申请日：2004-11-15
申请人： Robert Colbert
发明人： Robert Colbert
IPC分类号： E02D5/60 , E02D31/06 , E02D31/12 , E02D31/14
CPC分类号： E02D31/12 , E02D31/14
摘要： A piling anti-lift system utilizes a heat trace cable secured around a piling and extending above and below the water level of the surrounding water. An annular space is formed between the piling anti-lift system. The heated piling anti-lift system prevents the water in the annular space from freezing and thereby prevents the piling from being subject to uplifting or heaving that results from the rising tide of surrounding frozen waters. In the event of extreme water temperatures and the freezing of the water in the formed annular space, the piling anti-lift system keeps the piling independent of the frozen surrounding water. In this situation, the piling anti-lift system will break free from the frozen water in the annular area and rise with the rising tide waters, thus continuing to keep the piling independent from the rising frozen tide waters.
摘要翻译：打桩防升降系统利用围绕堆垛固定并延伸到周围水域水位以上的热痕迹电缆。在打桩防升降系统之间形成一个环形空间。加热的打桩防升降系统可防止环形空间中的水冻结，从而防止堆积物因周围冻结水域的涨潮而引起隆升或隆升。在极端的水温和形成的环形空间中的水冻结的情况下，打桩防升降系统保持打桩独立于冻结的周围水域。在这种情况下，打桩防升降系统将从环形区域的冷冻水中解脱出来，随着潮汐水的升高而上升，从而继续保持打桩独立于上升的潮汐水域。

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