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Improvements in and relating to the construction of quay walls, piers and other marine structures

机译:改善码头墙,码头和其他海洋结构的建设

摘要

263,997. Saxild, J., and Ingerslev, C. F. A. Dec. 2, 1925. Piers; walls.-In the construction of quay walls, piers and other subaqueous structures, a caisson of reinforced concrete is floated into position and temporarily supported while piles are driven through the bottom of the caisson down to a solid foundation and then secured by grouting and a layer of concrete cast inside the caisson, after which the latter is emptied of water, so that further operations can be carried out. The bottom of the caisson is adapted to permit the piles being driven through it by the provision of membranes without reinforcement and capable of being easily broken by the points of the piles. or by the provision of holes temporarily closed by wooden or other covers. The caisson may be supported on a prepared bed of sand or stone, or, in tidal waters, on a staging built on piles. The caisson 1, Fig. 1, of reinforced concrete, is floated into position over a soft bed 2 and supported on a bed of sand, stone or other material. Piles 3, preferably of reinforced concrete, are driven through holes 4 in the bottom of the caisson. A concrete layer 14 is cast into the bottom of the caisson, after the heads of the piles have been cut off or stripped as required, and a filling 15 is then put in. The holes 4, Fig. 4, are tapered from the upper and lower surfaces of the bottom towards the middle, where a thin membrane 6 of concrete forms a temporary closure strong enough to withstand the water pressure, but easily broken by the points of the piles. The upper taper facilitates the driving of piles at an inclination to the vertical, and the insertion of grouting, while the lower taper prevents the fracture of the surrounding concrete when the membrane 6 is broken. The temporary support for the caisson may consist of a wooden or other staging 7, Fig. 6, on to which the caisson is floated at high tide. Fig. 7 represents a caisson 1, secured by piles 3, forming a sea wall. A filling 9 of rubble, sand &c. is inserted behind the wall after erection.
机译:263,997。 J. Saxild和C. F. Ingerslev,1925年12月2日。 -在码头墙,码头和其他水下结构的建筑中,将钢筋混凝土沉箱漂浮到位并临时支撑,同时将桩穿过沉箱底部向下打到坚固的基础,然后通过灌浆和加固将其固定。沉箱内部浇筑一层混凝土,然后将沉箱中的水倒空,以便进行进一步的操作。沉箱的底部适于通过提供膜而无需加强而使桩被驱动通过桩,并且容易被桩的尖端折断。或提供由木制或其他盖子暂时封闭的孔。沉箱可以支撑在准备好的沙子或石头床上,或者在潮汐水域中,支撑在桩上的台阶上。由钢筋混凝土制成的沉箱1(图1)漂浮在软垫层2上方的位置,并支撑在沙子,石头或其他材料的垫层上。最好用钢筋混凝土制成的桩3穿过沉箱底部的孔4。在根据需要将桩头切掉或剥离后,将混凝土层14浇铸到沉箱的底部,然后放入填充物15。图4中的孔4从顶部逐渐变细。底部的下表面朝向中间,在此处混凝土的薄膜6形成一个临时的封闭物,其强度足以承受水压,但很容易被桩的尖端破坏。上锥度有利于以垂直方向倾斜地打桩,并便于灌浆,而下锥度则可以防止膜片6破裂时周围混凝土的破裂。沉箱的临时支撑可以由木制或其他登台7(图6)组成,沉箱在涨潮时漂浮在其上。图7表示沉箱1,沉箱1由桩3固定,形成防波堤。填充物9是碎石,沙子等。勃起后插入墙后。

著录项

  • 公开/公告号GB263997A

    专利类型

  • 公开/公告日1927-01-13

    原文格式PDF

  • 申请/专利权人 JORGEN SAXILD;CHRISTIAN FREDERIK AAGE INGERSLEV;

    申请/专利号GB19250030500

  • 发明设计人

    申请日1925-12-02

  • 分类号E02D27/20;

  • 国家 GB

  • 入库时间 2022-08-24 10:15:17

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