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1. 发明专利

JP2012026083A Viaduct back surface fire-resisting sound absorption structure 有权
标题翻译： VIADUCT BACK表面消防声音吸收结构
公开(公告)号：JP2012026083A
公开(公告)日：2012-02-09
申请号：JP2010162519
申请日：2010-07-20
申请人： Kobe Steel Ltd , 株式会社神戸製鋼所
发明人： YOSHIMURA TOSHIO , OGINO HIROSHI , NUMATA KATSUMI , NISHIMURA MAKOTO
IPC分类号： E01F8/00
摘要： PROBLEM TO BE SOLVED: To provide a viaduct back surface fire-resisting sound absorption structure which has not only a noise reducing function of absorbing and reducing traffic noise from a road under a viaduct but also a fire resisting function of protecting the viaduct from fire heat when a fire such as a vehicle fire occurs under the viaduct.SOLUTION: The viaduct back surface fire-resisting sound absorption structure includes: a lower side frame body 2 which forms a channel shape opened on the upper side; an upper side frame body 3 which forms a channel shape opened on the lower side to form a frame body with the lower side frame body 2, and has a heat insulation material support part 3a extending in an inner side direction at the lower part; a sound absorption material 4 which is arranged inside the lower side frame body 2 and forms a flat plate shape; a heat insulation material 5 which is supported by the heat insulation material support part 3a and disposed inside the upper side frame body 3, is resistant to heat at or above 1100°C, forms a flat plate shape, and is for protecting the viaduct from fire heat by a fire under the viaduct; and an upper side frame body protecting heat insulation material 6 which is resistant to the heat at or above 1100°C, and is for protecting the upper side frame body 3 from the fire heat.
摘要翻译：要解决的问题：提供一种高架桥背面耐火吸声结构，其不仅具有降低高架桥道路下的交通噪声的降噪功能，而且还具有保护高架桥的防火功能在高架桥下方发生火警等火灾时，由火灾引起。解决方案：高架桥背面耐火吸音结构包括：下侧框架体2，其形成在上侧开口的通道形状; 上侧框架体3形成在下侧开口的通道形状，以与下侧框架体2形成框架体，并且具有在下部沿内侧方向延伸的绝热材料支撑部分3a; 吸声材料4，其布置在下侧框架体2的内部并形成平板形状; 由隔热材料支撑部分3a支撑并设置在上侧框架体3内的绝热材料5在1100℃以上耐受热，形成平板状，并且用于保护高架桥高架桥下的火灾引起火灾; 以及保护绝热材料6的上侧框架体，其耐受1100℃以上的高温，并且用于保护上侧框架体3免受火灾的影响。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2002061300A DOWEL AND COMPOSITE STRUCTURE 失效
公开(公告)号：JP2002061300A
公开(公告)日：2002-02-28
申请号：JP2000246638
申请日：2000-08-16
申请人： KOBE STEEL LTD
发明人： OKAMOTO YASUHIRO , NUMATA KATSU , OGINO HIROSHI , HIROZAWA MASAO , YAMAGUCHI KUNIHIKO
IPC分类号： E04B5/32 , E01D19/12 , E04B1/30 , E04B1/48
摘要： PROBLEM TO BE SOLVED: To provide a dowel and a composite structure excellent in strength and workability and capable of facilitating the spreading of concrete and making it difficult to cause cracking and the accumulation of laitance. SOLUTION: The composite structure is provided with a flat plate-shaped and comb-shaped dowel 1 formed with many depression-shaped notch parts 2 for dropping in reinforcing bars, the reinforcing bar 11 disposed by being dropped into the notch part 2 of the dowel 1, and a concrete layer 15 installed in such a state as to house the dowel 1 and the reinforcing bars 11, 12, 13, and 14.

3. 发明专利

JP2014040727A Construction method for split type revetment, and tool used for the same 有权
标题翻译：分体式换向装置的构造方法及相应的工具
公开(公告)号：JP2014040727A
公开(公告)日：2014-03-06
申请号：JP2012183082
申请日：2012-08-22
申请人： Kobe Steel Ltd , 株式会社神戸製鋼所
发明人： OGINO HIROSHI , MINEJI SHINICHI , HASHIDA YOSHIRO , TAKEGAHANA NAOTO , KIJI KENTARO , SUGAWARA YASUYUKI
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a split type revetment in which a front wall block can be easily stood at low costs in a construction yard with limited area, and a tool used for the construction method.SOLUTION: A first tool 11 has a structure having a projection part 13 projected in an extension direction perpendicular to a direction in which a main body part extends. In this construction method, a main body part of the first tool 11 is fitted to a part, on a side close to a ground surface G, of a bottom surface 3f1 of a leg part 3f of a front wall block 3 of a split type flare revetment to extend in front-rear directions of the front wall block 3 while the front wall block 3 is laid down on the ground surface G, and consequently the projection part 13 is arranged projecting from a side face of the front wall block 3. Then the projection part 13 is grounded by suspending a head 3g of the front wall block 3 with a wire W, and the front wall block 3 is raised around the grounding part 13a1 as a fulcrum to be stood while the fulcrum is moved along an outer side face 13a.
摘要翻译：要解决的问题：提供一种分割式护岸的施工方法，其中在有限面积的施工场地中可以以低成本容易地站立前壁块，以及用于施工方法的工具。解决方案：第一工具图11所示的结构具有突出部13，该突出部13沿与主体部延伸的方向垂直的延伸方向突出。在该施工方法中，第一工具11的主体部分嵌合在分割型前壁3的脚部3f的底面3f1的靠近地面G的一侧的部分在将前壁块3放置在地面G上的同时，在前壁块3的前后方向上延伸的火炬护栏，因此突出部13从前壁块3的侧面突出设置。然后通过用导线W悬挂前壁块3的头部3g来将突出部分13接地，并且前壁块3围绕接地部分13a1升高，作为支点，当支点沿着外部移动时支点侧面13a。

4. 发明专利

JP2011252335A Breakwater structure 审中-公开
标题翻译： BREAKWATER结构
公开(公告)号：JP2011252335A
公开(公告)日：2011-12-15
申请号：JP2010127751
申请日：2010-06-03
申请人： Kobe Steel Ltd , 株式会社神戸製鋼所
发明人： KATAOKA YASUTO , OGINO HIROSHI , TAKEGAHANA NAOTO
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To provide a breakwater structure that has a simple constitution and is able to reduce the flow rate of an overtopping wave more effectively.SOLUTION: A breakwater structure includes a caisson 20 erected facing the offing so as to project above a still-water level in a normal state and a parapet 30 provided on a top end surface 20a of the caisson 20. The parapet 30 is provided at a place retreating toward a land side from a caisson offshore side wall surface 22 of the caisson 20, and a parapet offshore side wall surface 32 facing the offshore side of the parapet 30 is provided with a parapet surface 34 which has a shape retreating toward the land side as the surface goes up from the vicinity of a bottom end portion and coming forward offshore as the surface goes up from an intermediate portion in a height direction, and is consisted of the curve surface with a changing inclination in a continuous manner.
摘要翻译：要解决的问题：提供一种具有简单结构并能够更有效地降低超载波的流量的防波堤结构。解决方案：防波堤结构包括竖立在沉降箱20上的沉箱20，以便在正常状态下突出于静止水位以上，并且设置在沉箱20的顶端表面20a上的栏杆30.护栏30是设置在从沉箱20的沉箱离岸侧壁面22朝向陆侧退避的位置，并且面向护栏30的近岸侧的护栏近海侧壁面32设置有护栏面34，其具有后退形状当表面从底端部附近向上移动时，当表面从高度方向的中间部分向上升高时，并且由连续方式具有变化的倾斜的曲面构成。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2011214239A Water breaking structure 审中-公开
标题翻译：水断裂结构
公开(公告)号：JP2011214239A
公开(公告)日：2011-10-27
申请号：JP2010080911
申请日：2010-03-31
申请人： Kobe Steel Ltd , 株式会社神戸製鋼所
发明人： KATAOKA YASUTO , OGINO HIROSHI , TAKEHANA NAOTO
IPC分类号： E02B3/06
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide a water breaking structure in which an upper part of an offshore-side wall surface has a shape jutting to an offshore side so as to obtain non-wave-overtopping performance, and which hardly causes the overtopping waves due to the accompanied waves.SOLUTION: The water breaking structure 10 erected toward the offshore side has an upper part provided with the offshore-side wall surface 20 having the shape jutting to the offshore side so as to repel the waves coming from the offshore side. The offshore-side wall surface 20 has irregularities which are alternately repeated in a horizontal direction while the irregularities are provided on at least part of the portion 22 jutting to the offshore side at the deepest viewed from the offshore side of the offshore-side wall surface 20.
摘要翻译：要解决的问题：为了提供一种水分断结构，其中海上侧壁表面的上部具有向近海侧突出的形状，以获得非波浪顶部性能，并且几乎不引起超载波附近的波浪。解决方案：向离岸侧竖立的断水结构10具有上部，其具有突出到海上侧的形状的离岸侧壁表面20，以排斥来自海上侧的波。海上侧壁面20具有在水平方向上交替重复的不规则性，而在离岸侧壁面的离岸侧观察的最深处的至少一部分突出于海洋侧的部分22设置有凹凸， 20。

6. 发明专利

JP2011214238A Water breaking structure 审中-公开
标题翻译：水断裂结构
公开(公告)号：JP2011214238A
公开(公告)日：2011-10-27
申请号：JP2010080910
申请日：2010-03-31
申请人： Kobe Steel Ltd , 株式会社神戸製鋼所
发明人： KATAOKA YASUTO , OGINO HIROSHI , TAKEHANA NAOTO
IPC分类号： E02B3/06
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide a water breaking structure which reduces wave pressure applied to an offshore-side wall surface, even when an upper part of the offshore-side wall surface has a shape jutting to the offshore side for obtaining non-wave-overtopping performance.SOLUTION: The water breaking structure 10 erected toward the offshore side includes an upper part provided with the offshore-side wall surface 20 in the shape jutting to the offshore side so as to repel waves coming from the offshore side. The offshore-side wall surface 20 is provided with irregularities which are alternately repeated along a wave guiding direction α when repelling the waves, while the irregularities are provided to at least part of the portion jutting from the deepest portion to the offshore side in a view from the offshore side in the guiding direction α of the offshore-side wall surface 20.
摘要翻译：要解决的问题：为了提供降低施加到海上侧壁面的波浪压力的水分断结构，即使当海上侧壁表面的上部具有向近海侧突出的形状以获得非波浪形状时，超越性能。解决方案：向离岸侧竖立的断水结构10包括设置有离岸侧的形状的离岸侧壁面20的上部，以排斥来自离岸侧的波。离岸侧壁面20设置有沿着波导方向α在排斥波时交替重复的凹凸，同时在俯视图中向从最深部到岸侧的突出部的至少一部分设置凹凸离岸侧壁面20的引导方向α的离岸侧。

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