首页> 外国专利> DEVICE FOR THE PROTECTION OF MARINE ENGINEERING SUPPORT structures from variable loads EXTERNAL ICE IMPACT

DEVICE FOR THE PROTECTION OF MARINE ENGINEERING SUPPORT structures from variable loads EXTERNAL ICE IMPACT

机译:用于保护船舶工程结构免受变化载荷影响的设备外部冰影响

摘要

1.the device u0434u043bu00a0 protection pillar of marine engineering structures of variable loads external ice u0432u043eu0437u0434u0435u0439u0441u0442u0432u0438u00a0, comprising a protective unit in the form of u0431u0430u043du0434u0430u0436u043du043eu0439 u043au043eu043du0441u0442u0440 u0443u043au0446u0438u0438 covering the pillar of marine engineering u0441u043eu043eu0440u0443u0436u0435u043du0438u00a0, u043eu0442u043bu0438u0447u0430u044eu0449u0435u0435u0441u00a0 so that a block is installed on the ground yet is itand to support marine engineering u0441u043eu043eu0440u0443u0436u0435u043du0438u00a0 is a separation between the wall and the building of marine engineering u0441u043eu043eu0440u0443u0436u0435u043du0438u00a0 against u0441u043eu043fu0440u0438u043au043eu0441u043d u043eu0432u0435u043du0438u0435 protective block based marine engineering u0441u043eu043eu0440u0443u0436u0435u043du0438u00a0 the u0441u043eu0441u0442u0430u0432u043bu00a0u0435u0442, u0437u043du0430u0447u0435u043du0438u00a0, u043eu043fu0440u0435u0434u0435u043bu00a0u0435u043cu043eu0433u043e ratio;where f is the u0441u0443u043cu043cu0430u0440u043du0430u00a0 u0433u043eu0440u0438u0437u043eu043du0442u0430u043bu044cu043du0430u00a0 u0441u043eu0441u0442u0430u0432u043bu00a0u044eu0449u0430u00a0 external forces acting on a block of ice, u0437u0430u0432u0438u0441u00a0u0449u0430u00a0 from geometrical parameters and form a protective the block of ice, [h];;q is the ratio of the hardness of the protective block of its elastic deformation under the influence of attached external dynamic loads, [n / m);;q1 and q2 - coefficients of stiffness u043au0440u0435u043fu043bu0435u043du0438u00a0 protective block for ground of, respectively, the horizontal displacement, [n / m), and the angle u043eu0442u043au043bu043eu043du0435u043du0438u00a0 protective b locke from the vertical (nm / rad), under the influence of attached external dynamic loads;;t - u043eu0442u0441u0442u043eu00a0u043du0438u0435 vertically from the ground surface u0434u043bu00a0 pond point, which u043eu043fu0440u0435u0434u0435u043bu00a0u0435u0442u0441u00a0 value gap, [m];* - the horizontal displacement of abutment of marine engineering u0441u043eu043eu0440u0443u0436u0435u043du0438u00a0 due to external dynamic u0432u043eu0437u0434u0435u0439u0441u0442u0432u0438u00a0u043cu0438 u043du0435u043bu0435u0434u043eu0432u043eu0439 nature [m].;2. the device u0434u043bu00a0 protection pillar of marine engineering structures of variable loads external ice u0432u043eu0437u0434u0435u0439u0441u0442u0432u0438u00a0 on p.1, u043eu0442u043bu0438u0447u0430u044eu0449u0435u0435u0441u00a0 in that it provides for the possibility of heating the liquid u043du0430u0445u043eu0434u00a0u0449u0435u0439u0441u00a0 in space, the gap between the city and building u043eu043eu0440u0443u0436u0435u043du0438u00a0 and wall of the block, for example, by u0441u043eu043eu0431u0449u0435u043du0438u00a0 specified space with the heat source or u0440u0430u0437u043cu0435u0449u0435u043du0438u00a0 it u043eu0431u043eu0433u0440u0435u0432u0430u0442u0435u043bu00a0.;3. the device u0434u043bu00a0 protection pillar of marine engineering structures of variable loads external ice u0432u043eu0437u0434u0435u0439u0441u0442u0432u0438u00a0 on u043eu0442u043bu0438u0447u0430u044eu0449u0435u0435u0441u00a0 1, so that the space of images u0430u043du043du043eu0435 gap between the city and the pillar u0441u043eu043eu0440u0443u0436u0435u043du0438u00a0 wall protective block is released from the water and isolated from the external environment in the upper and lower u0447u0430u0441u0442u00a0 the protective block with a flexible u043eu0433u0440u0430u0436u0434u0435u043du0438u00a0.;4. the device u0434u043bu00a0 protection pillar of marine engineering structures of variable loads external ice u0432u043eu0437u0434u0435u0439u0441u0442u0432u0438u00a0 on p.3, u043eu0442u043bu0438u0447u0430u044eu0449u0435u0435u0441u00a0 what space images u0430u043du043du043eu0435 gap between the city and the pillar u0441u043eu043eu0440u0443u0436u0435u043du0438u00a0 wall protective block is filled with the liquid with low temperature u0437u0430u043cu0435u0440u0437u0430u043du0438u00a0.
机译:1.可变载荷外部工程的海洋工程结构的装置 u0434 u043b u00a0的保护支柱 u0432 u043e u0437 u0434 u0435 u0439 u0441 u0441 u0442 u0432 u0438 u00a0,在其中包含保护单元 u0431 u0430 u043d u0434 u0430 u0436 u043d u043e u0439 u043a u043e u043d u0441 u0442 u0440 u0443 u043a u0446 u0438 u0438的形式包括海洋工程 u0441 u043e u043e u0440 u0443 u0436 u0435 u043d u0438 u00a0, u043e u0442 u043b u0438 u0447 u0430 u044e u0449 u0435 u0435 u0435 u0441 u00a0以便在其上安装了块地面还可以支撑海洋工程 u0441 u043e u043e u0440 u0443 u0436 u0435 u043d u0438 u00a0是海洋工程的墙壁和建筑物之间的分隔 u0441 u043e u043e u043e u0440 u0443 u0436 u0435 u043d u0438 u00a0针对 u0441 u043e u043e u043f u0440 u0438 u043a u043e u0441 u043d u043d u043e u0432 u0435 u043d u043d u0438 u0435基于防护块的船舶工程 u0441 u043e u043e u0440 u0443 u0436 u0435 u043d u04 38 u00a0 u0441 u043e u0441 u0442 u0430 u0432 u043b u00a0 u0435 u0442, u0437 u043d u0430 u0447 u0435 u043d u0438 u00a0, u043e u043f u043f u0440 u0434 u0435 u043b u00a0 u0435 u043c u043e u0433 u043e比率;其中f是 u0441 u0443 u043c u043c u0430 u0440 u043d u0430 u00a0 u0433 u043e u0440 u0438 u0437 u043e u043d u0442 u0430 u043b u044c u043d u0430 u00a0 u0441 u043e u0441 u0442 u0430 u04330 u0432 u043b u00a0 u044e u04e u0449 u0430 u0040的冰,从几何参数中 u0437 u0430 u0432 u0438 u0441 u00a0 u0449 u0430 u00a0并形成保护冰块,[h]; q是保护冰块的硬度之比q1和q2-刚度系数 u043a u0440 u0435 u043f u043b u0435 u043d u0438 u00a0接地保护块的弹性变形[n / m);分别是水平位移[n / m)和角度 u043e u0442 u043a u043b u043e u043d u0435 u043d u04在附着的外部动态载荷的影响下,从垂直方向(nm / rad)38保护的锁定; t-从地面垂直垂直的-t- u043e u0442 u0441 u0442 u043e u043e u00a0 u043d u0438 u0435曲面 u0434 u043b u00a0池塘点,其中 u043e u043f u0440 u0435 u0434 u0435 u043b u00a0 u0435 u0442 u0441 u00a0值间隙,[m]; *-基台的水平位移海洋工程 u0441 u043e u043e u0440 u0443 u0436 u0435 u043d u0438 u00a0由于外部动态 u0432 u043e u0437 u0434 u0435 u0439 u0441 u0441 u0442 u0432 u0432 u0438 u00a0 u0438 u043d u0435 u043b u0435 u0434 u043e u0432 u043e u0439性质[m] .; 2。第1页上的设备 u0434 u043b u00a0可变载荷的海洋工程结构保护支柱外部冰 u0432 u043e u0437 u0434 u0435 u0439 u0441 u0442 u0432 u0432 u0438 u00a0, u043e u0442 u043b u0438 u0447 u0430 u044e u0449 u0435 u0435 u0441 u00a0,因为它可以加热液体 u043d u0430 u0445 u043e u0434 u00a0 u0449 u0435 u0439 u0441 u00a0在空间中,城市与建筑物之间的距离 u043e u043e u0440 u0443 u0436 u0435 u043d u0438 u00a0和街区的墙壁,例如,通过 u0441 u043e u043e u0431 u0449 u0435 u043d u0438 u00a0使用热源指定的空间或 u0440 u0430 u0437 u043c u0435 u0449 u0435 u043d u043d u0438 u00a0它 u043e u0431 u043e u043e u0433 u0440 u0435 u0432 u0430 u0442 u0435 u043b u00a0。; 3。可变载荷的海洋工程结构的设备 u0434 u043b u00a0保护支柱外部冰 u0432 u043e u0437 u0434 u0434 u0435 u0439 u0441 u0442 u0432 u0432 u0438 u00a0在 u043e u0442 u043b u0438 u0447 u0430 u044e u0449 u0435 u0435 u0441 u00a0 1,这样图像空间 u0430 u043d u043d u043e u0435城市与支柱之间的空隙 u0441 u043e u043e u0440 u0443 u0436 u0435 u043d u0438 u00a0墙壁保护块从水中释放并与外部环境隔离,上部和下部 u0447 u0430 u0441 u0442 u00a0具有柔性 u043e u0433的保护块 u0440 u0430 u0436 u0434 u0435 u043d u0438 u00a0。; 4。第3页上的设备 u0434 u043b u00a0可变载荷的海洋工程结构保护支柱外部冰 u0432 u043e u0437 u0434 u0435 u0439 u0441 u0442 u0432 u0432 u0438 u00a0, u043e u0442 u043b u0438 u0447 u0430 u044e u0449 u0435 u0435 u0441 u00a0什么空间图像 u0430 u043d u043d u043e u0435城市与支柱之间的距离 u0441 u043e u043e u0440 u0443 u0436 u0435 u043d u0438 u00a0墙壁保护块中充满了低温液体 u0437 u0430 u043c u0435 u0440 u0437 u0430 u043d u0438 u00a0。

相似文献

  • 专利
  • 外文文献
  • 中文文献
获取专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号