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1. 发明专利

JP2010209622A Floor slab bridge, floor slab unit, and method for constructing the floor slab bridge 有权
标题翻译：地板斜桥，地板单板及建筑地板桥梁的方法
公开(公告)号：JP2010209622A
公开(公告)日：2010-09-24
申请号：JP2009058743
申请日：2009-03-11
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： TAKENO MASAKAZU , HONMA KOJI , IWAO NAOKI
IPC分类号： E01D19/12 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a floor slab bridge, a floor slab unit, and a method for constructing the floor slab bridge. SOLUTION: At least two linear short rectangular steel tubes 1 having a joint portion at an end are serially joined to each other via the joint portion 4, and arranged in such a manner as to be bent in at least one joint connection 16, so that a long rectangular steel tube 2 to which a camber is applied and which is elongated in the direction of a bridge axis, can be constituted. The plurality of long rectangular steel tubes 2 are arranged in parallel in a direction perpendicular to the bridge axis, and the long rectangular steel tubes 2 adjoining each other in the direction perpendicular to the bridge axis are integrated to each other. The plurality of long rectangular steel tubes 2 are arranged in parallel in a direction perpendicular to the bridge axis, and the long rectangular steel tubes 2 adjoining each other in a direction perpendicular to the bridge axis are integrated to each other to be made into a long floor slab unit 3. The plurality of long rectangular steel tubes 2 or the plurality of long floor slab units 3 are arranged in parallel, and integrated to each other for the construction of the floor slab bridge. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种楼板桥梁，一个楼板单元以及一种用于构造楼板桥梁的方法。解决方案：在端部具有接合部分的至少两个线性短矩形钢管1经由接头部分4彼此串联连接，并且以至少一个接头连接件16弯曲的方式布置，从而可以构成施加了弯度并且在桥轴方向上延伸的长方形钢管2。多个长矩形钢管2沿垂直于桥轴线的方向平行布置，并且在与桥轴线垂直的方向上彼此邻接的长矩形钢管2彼此一体化。多个长矩形钢管2沿垂直于桥轴线的方向平行布置，并且在与桥轴线垂直的方向上彼此邻接的长矩形钢管2彼此成一体形成为长多个长方格钢管2或多个长层板坯单元3平行布置，并且彼此结合用于楼板桥梁的构造。版权所有（C）2010，JPO＆INPIT

2. 发明专利

JP2008174936A Foundation structure for measure against expandable ground and method of constructing same 有权
标题翻译：用于测量可扩展接地的基础结构及其构造方法
公开(公告)号：JP2008174936A
公开(公告)日：2008-07-31
申请号：JP2007007981
申请日：2007-01-17
申请人： Nippon Steel Corp , Nittetsu Kankyo Engineering Kk , Shimizu Corp , 新日本製鐵株式会社 , 日鉄環境エンジニアリング株式会社 , 清水建設株式会社
发明人： KIMURA MASAOMI , KAGEYAMA ISAO , SHIMADA YOICHI , TSUJII MASATO , IWAO NAOKI
IPC分类号： E02D27/12 , E02D5/60
摘要： PROBLEM TO BE SOLVED: To provide a foundation structure for a measure against an expandable ground capable of constructing a foundation (base structure) for supporting a structure constructed on the expandable ground in a short period and a method of constructing the foundation structure.
SOLUTION: This foundation structure A for a measure against an expandable ground for supporting a structure constructed on the expandable ground G comprises: a pile part 1 having a top end part 1a projecting from the ground surface G3 of the expandable ground G and disposed in the expandable ground G; and a concrete foundation part 3 joined to the top end part 1a and supported on the pile part 1 and so disposed as to form a space S between itself and the ground surface G3 of the expandable ground G. A support member 4 for supporting the concrete foundation part 3 in an uncured state in which the strength of a deposited concrete does not reach predetermined strength is interposed in the space S. The support member 4 receives an expansion force from the ground surface G3 and is deformed when the expandable ground G expands and so swells as to fill the space S.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种针对能够构建用于支撑在短时间内在可膨胀地面上构造的结构的基础（基础结构）的可膨胀地基的基础结构和构造基础结构的方法。解决方案：用于支撑构造在可膨胀地面G上的结构的可膨胀地基的措施的基础结构A包括：桩部1，其具有从可膨胀地面G的地面G3突出的顶端部分1a;以及放置在可膨胀地面G中; 以及混凝土基础部件3，其连接到顶端部分1a并且被支撑在绒头部分1上并且被设置成在其与可膨胀接地部分G的接地表面G3之间形成空间S.用于支撑混凝土的支撑构件4 在未固化状态下的基础部分3，其中沉积的混凝土的强度没有达到预定的强度插入在空间S中。支撑构件4接收来自地面G3的膨胀力，并且当可膨胀地面G膨胀时变形，并且所以膨胀，以填补空间S.版权所有（C）2008年，JPO＆INPIT

3. 发明专利

JP2010209621A Floor slab bridge and method for constructing the same 有权
标题翻译：地板桥及其构造方法
公开(公告)号：JP2010209621A
公开(公告)日：2010-09-24
申请号：JP2009058742
申请日：2009-03-11
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： TAKENO MASAKAZU , HONMA KOJI , IWAO NAOKI
IPC分类号： E01D15/133 , E01D1/00 , E01D2/04 , E01D19/12
摘要： PROBLEM TO BE SOLVED: To provide a floor slab bridge which dispenses with a concrete filling operation or a welding operation on a job site, and a method for constructing the floor slab bridge.
SOLUTION: A plurality of rectangular steel tubes 4 which are elongated in the direction of a bridge axis and have openings 9 formed at a lateral surface are arranged in parallel in a direction perpendicular to the bridge axis; bearing members 2 are arranged inside lateral surfaces of the rectangular steel tubes 4 in such a manner as to overhang into the openings 9, and detachably integrated together by means of bolts 11 which are arranged in an inserted state across respective web plates 8 of the adjacent rectangular steel tubes 4 and the bearing members 2; a rod-like member 3 is arranged in a penetrating manner across the openings 9 of the respective rectangular steel tubes 4 and rod-like member supporting openings 22 of the bearing members 2; and the rod-like member 3 is supported by the openings 22, so that a shear key can be constituted in the direction perpendicular to the bridge axis. Additionally, in the method for constructing the floor slab bridge 1, the bearing member 2 is arranged in the rectangular steel tube 4.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种在作业现场进行混凝土填充操作或焊接操作的地板桥，以及用于构造地板桥的方法。解决方案：沿着桥轴方向延伸并且在侧面形成有开口9的多个矩形钢管4在垂直于桥轴线的方向上平行布置; 轴承构件2以矩形钢管4的侧面布置成突出到开口9中，并且通过螺栓11可拆卸地集成在一起，螺栓11以插入状态布置在相邻的腹板8上矩形钢管4和轴承构件2; 棒状构件3穿过各个矩形钢管4的开口9和支承构件2的杆状构件支撑孔22布置。并且杆状构件3被开口22支撑，使得剪切键可以在垂直于桥轴线的方向上构成。另外，在构成地板桥梁1的方法中，轴承构件2配置在矩形钢管4中。（C）2010，JPO＆INPIT

4. 发明专利

JP2007033085A Life cycle cost evaluation system of steel structure 有权
标题翻译：钢结构寿命周期成本评估系统
公开(公告)号：JP2007033085A
公开(公告)日：2007-02-08
申请号：JP2005213320
申请日：2005-07-22
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： IWAO NAOKI , YAMANA SHIGEHIKO , OHIRA TAKASHI , YAMANE MAKOTO , SATO HIROTAKA , ENOKIDA TADAHIRO , TSUJII MASATO , YANO YOSHITAKA , HIRASHIMA YUTAKA , MATSUDA EIKO
IPC分类号： G01N17/00
摘要： PROBLEM TO BE SOLVED: To provide a life cycle cost evaluation system of a steel structure capable of properly evaluating the load resistance properties of the steel structure in harbor and ocean facilities to set an accurate repairing plan. SOLUTION: This life cycle cost evaluation system is constituted so that the corrosion state of the constituent member (steel pipe pile or steel sheet pile) in the steel structure is estimated by a corrosion speed estimating processing means 53 and the unit stress degree in a state that the effective member cross section of the constituent member is reduced by corrosion is calculated by a structure diagnosing processing means 55 to properly evaluate the load resistance properties of the constituent member. According, the life cycle cost of the steel structure in the harbor and ocean facilities can be calculated with high precision and the labor or cost related to the maintenance control of the facilities can be sharply reduced. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢结构的寿命周期成本评估系统，能够适当评估港口和海洋设施中钢结构的负载阻力特性，从而制定精确的维修计划。解决方案：该寿命周期成本评价系统构成为，通过腐蚀速度估计处理装置53和单位应力度来估计钢结构中的构成部件（钢管桩或钢板桩）的腐蚀状态在通过结构诊断处理装置55计算构成构件的有效构件截面被腐蚀减少的状态下，以适当地评价构成构件的耐负荷性。据了解，海港和海洋设施钢结构的生命周期成本可以高精度地计算出来，与设施的维护控制有关的劳动力或成本可以大大降低。版权所有（C）2007，JPO＆INPIT

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