Buoyancy tank structure

Abstract

The utility model provides a buoyancy tank structure. The buoyancy tank structure comprises a tank body and a limiting pile. A cavity is formed in the box body and provides buoyancy support for the whole structure, in order to achieve flexible floating of the box body in the vertical direction under the influence of sea wave fluctuation, a guide ring is connected to the box body, the guide ring is arranged on a limiting pile in a sleeving mode, and the guide ring is slidably connected with the limiting pile, so that the box body can float in the vertical direction under the action of the sea wave fluctuation. And the limiting pile floats up and down in the axis direction of the limiting pile. The limiting piles are used for limiting movement of the box body in the horizontal direction so as to prevent the box body from being washed away by sea waves. The limiting piles extend in the vertical direction, and the bottoms of the limiting piles are anchored and inserted into the stratum so as to ensure that the limiting piles can effectively resist impact force of sea waves and traction force generated in the floating process of the box body, and firm and reliable support is provided for the floating box. 本申请提供了一种浮箱结构包括箱体和限位桩。箱体内具有空腔，为整个结构提供浮力支持，为了实现箱体在海浪波动的影响下能够在垂直方向上的灵活浮动，在箱体上连接有导环，导环套设于限位桩上，并且导环与限位桩可滑移地连接，从而使得箱体能够在海浪波动作用下，沿着限位桩的轴线方向进行上下浮动。限位桩用于限制箱体的水平方向的移动，以免箱体被海浪冲走。限位桩沿竖直方向延伸，其底部锚固插入地层之中，以确保其能够有效抗衡海浪的冲击力以及箱体在浮动过程中产生的牵引力，为浮箱提供坚实可靠的支撑。