专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JP2012207372A Steel slit dam 有权
标题翻译：钢丝IT
公开(公告)号：JP2012207372A
公开(公告)日：2012-10-25
申请号：JP2011071506
申请日：2011-03-29
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
发明人： EMORI RYOSUKE , KAWABATA NORIYUKI , HORI KENGO , OSUMI HISASHI
IPC分类号： E02B7/02
摘要： PROBLEM TO BE SOLVED: To provide a steel slit dam greatly excellent in workability and economical efficiency, including self-standing steel pipe materials which can be constructed while reducing welding work and the number of bolts to be used for mounting flanges thereon.SOLUTION: A steel slit dam 11 comprises a plurality of self-standing chevron steel pipe materials 10 each of which has an upstream-side steel pipe material 1 and a downstream-side steel pipe material 2 assembled in a shevron-shape inclining to the flowing direction of river water and installed on a concrete foundation 9, and which are installed at spaces in a direction perpendicular to the flowing direction of the river water. The downstream-side steel pipe material 2 of each self-standing shevron steel pipe material 10 has an upper steel pipe member 2a and a lower steel pipe member 2b connected together, and the upper steel pipe member 2a has an upper end integrally joined to the upper end of the upstream-side steel pipe material 1 at a chevron apex angle with welding work. The upper steel pipe member 2a and the lower steel pipe member 2b are connected together in such a manner that flanges 3 and 4 provided on their joint end faces are bolt-joined together.
摘要翻译：要解决的问题：为了提供一种能够在减少焊接工作的同时可以构造的自立式钢管材料和用于在其上安装凸缘的螺栓数量的可加工性和经济效率的钢缝隙坝。解决方案：钢槽坝11包括多个独立的人字形钢管材料10，每个都具有上游侧钢管材料1和下游侧钢管材料2，该钢管材料1和下游侧钢管材料2组装成护坡形倾斜向河流的流动方向安装在混凝土基础9上，并安装在与河水流动方向垂直的方向的空间。每个独立的护坡钢管材料10的下游侧钢管材料2具有连接在一起的上部钢管部件2a和下部钢管部件2b，上部钢管部件2a的上端与上游侧钢管材料1的上端以V形顶角焊接工作。上钢管构件2a和下钢管构件2b连接在一起，使得设置在其接合端面上的凸缘3和4螺栓接合在一起。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2012207373A Steel slit dam 有权
标题翻译：钢丝IT
公开(公告)号：JP2012207373A
公开(公告)日：2012-10-25
申请号：JP2011071521
申请日：2011-03-29
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
发明人： EMORI RYOSUKE , KAWABATA NORIYUKI , HORI KENGO , OSUMI HISASHI
IPC分类号： E02B7/02
摘要： PROBLEM TO BE SOLVED: To provide a steel slit dam greatly excellent in workability and economical efficiency, including self-standing steel pipe materials which can be constructed without welding work for mounting flanges thereon.SOLUTION: A steel slit dam 11 comprises a plurality of self-standing chevron steel pipe materials 10 each of which has an upstream-side steel pipe material 1 and a downstream-side steel pipe material 2 assembled via a girth 3 in a shevron-shape inclining to the flowing direction of river water and installed on a concrete foundation 9, and which are installed at spaces in a direction perpendicular to the flowing direction of the river water. The girth 3 has an upper end integrally joined to the upper end of the upstream-side steel pipe material 1 at a shevron apex angle with welding work, and the downstream-side steel pipe material 2 has an upper portion on the inner face of which a protrusion and a reinforcement are provided and in which concrete 8 can be filled. Into the upper end opening of the downstream-side steel pipe material 2, the lower end of the girth 3 is inserted, and then buried and joined with the concrete 8 filled therein.
摘要翻译：要解决的问题：为了提供一种非常优异的加工性和经济效益的钢缝隙，包括可以在不进行用于在其上安装凸缘的焊接工作的情况下构建的自立式钢管材料。解决方案：钢槽坝11包括多个独立的人字形钢管材料10，每个都具有上游侧钢管材料1和下游侧钢管材料2，该下游侧钢管材料2经由周长3组装在河水形状向河水流动方向倾斜，并安装在混凝土基础9上，并安装在与河水流动方向垂直的方向的空间。环3具有上端侧钢管材1的上端以焊接作业的山梨角顶角一体地接合的上端，下游侧钢管材料2的内表面的上部提供突起和加强件，并且其中可以填充混凝土8。向下游侧钢管材料2的上端开口插入环状3的下端，然后将其与填充的混凝土8进行埋设接合。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2010101391A Vibration damper and erecting member with superior damping property 有权
标题翻译：振动阻尼器和具有超级阻尼性能的会员
公开(公告)号：JP2010101391A
公开(公告)日：2010-05-06
申请号：JP2008272605
申请日：2008-10-23
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , Osaka Sangyo Univ , 学校法人大阪産業大学 , 日鐵住金建材株式会社
发明人： IIDA TAKESHI , EMORI RYOSUKE
IPC分类号： F16F15/02 , E01F9/011 , E04H9/14 , E04H12/00
摘要： PROBLEM TO BE SOLVED: To provide a vibration damper which has a high damping performance in a wide frequency even in a vibration having the frequency varying from a high frequency to a low frequency and is not affected by the direction of the vibration, and an erecting member with superior damping property. SOLUTION: This vibration damper is formed by storing a plurality of granular substances in a container the bottom inner and outer surfaces of which are curved and characterized in that the container is swingably supported at the lower end of the bottom surface. The vibration damper is attached to the erecting member. The container can be swingably supported at the lower end of the bottom surface by placing the erecting member on a flat plate having an elastic member on the lower side and joining the lower end of the bottom surface of the container to the lower end of the elastic member with a wire passed through the hole drilled in the flat plate. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：即使在频率从高频到低频的频率变化的振动中，也不会受到振动方向的影响，所以提供一种即使在频率从高频变化到低频的振动也能在宽频率下具有高阻尼特性的振动阻尼器，以及具有优良阻尼性能的竖立构件。解决方案：该振动阻尼器通过将多个粒状物质储存在其内表面和外表面弯曲的容器中而形成，其特征在于容器可摆动地支撑在底表面的下端。减振器安装在竖立构件上。通过将竖立构件放置在下侧的具有弹性构件的平板上并且将容器的底表面的下端连接到弹性体的下端部，可以将容器可摆动地支撑在底面的下端具有穿过平板中钻孔的电线的构件。版权所有（C）2010，JPO＆INPIT

4. 发明专利

JP2014141779A Slope variation detection structure in method for stabilizing slope 有权
标题翻译：用于稳定坡度的方法中的坡度变化检测结构
公开(公告)号：JP2014141779A
公开(公告)日：2014-08-07
申请号：JP2013008987
申请日：2013-01-22
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
发明人： HIGUCHI KEI , IWASE NAOTO , EMORI RYOSUKE
IPC分类号： E02D17/20 , E02D5/80
摘要： PROBLEM TO BE SOLVED: To provide slope variation detection means in a method for stabilizing a slope, which can be structurally constructed simply and inexpensively, is suitable for countermeasure of simple slope stabilization, and can be readily replaced when replacing the slope variation detection means in a method for stabilizing an existing slope.SOLUTION: A slope variation detection structure is used in a method for stabilizing a slope in which a hollow rod 1 is installed as an anchor in the slope and a bearing pressure plate 2 is attached and fastened to a head of the hollow rod 1 to impart a bearing force to a subgrade. A bar-shaped or rope-like slender material 12 is inserted into the hollow rod 1 and a lower end of the slender material 12 is fixed to a lower end of the hollow rod 1, and an upper end of the slender material 12 is made to protrude above the hollow rod. The upper end of the slender material 12 and a bearing member 14 which is above the bearing pressure plate 2 and is detachably fixed to the bearing pressure plate 2 are connected via a displacement detection sensor 16 which can detect the displacement of an upper end position of the slender material with respect to an upper end position of the hollow rod 1.
摘要翻译：要解决的问题：为了在可以简单且廉价地结构构造的斜坡稳定化方法中提供斜率变化检测装置，适用于简单的斜率稳定化的对策，并且可以容易地在将斜率变化检测装置一种用于稳定现有斜坡的方法。解决方案：一种斜率变化检测结构用于稳定斜坡的方法，其中中空杆1作为锚固件安装在斜坡中，并且轴承压板2被附接并固定到中空杆1的头部，以向路基赋予支承力。将棒状或绳状细长材料12插入中空杆1中，细长材料12的下端固定到中空杆1的下端，并且制成细长材料12的上端突出在中空杆上方。细长材料12的上端和位于轴承压板2上方并可拆卸地固定在轴承压板2上的轴承部件14经由位移检测传感器16连接，位移检测传感器16可以检测轴承压板2的上端位置的位移细长材料相对于中空杆1的上端位置。

5. 发明专利

JP2014118732A Method of stabilizing slope 有权
标题翻译：稳定坡度的方法
公开(公告)号：JP2014118732A
公开(公告)日：2014-06-30
申请号：JP2012274242
申请日：2012-12-17
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
发明人： EMORI RYOSUKE , IKEDA TAKEO , IWASA NAOTO
IPC分类号： E02D17/20 , E02D5/80
CPC分类号： E02D17/202 , Y02A10/24
摘要： PROBLEM TO BE SOLVED: To enable a rock bolt 1 to be installed near a prescribed position as much as possible while avoiding a tree 4 when there is the tree 4 at the prescribed position at which the rock bolt 1 has to be installed.SOLUTION: When installing a plurality of rock bolts 1 on a natural slope at predetermined intervals, attaching pressure bearing plates 3 of a substantially triangular shape in a plan view to heads of the rock bolts, respectively, and fastening them to stabilize the slope: if there is a tree 4 at a prescribed position at which the rock bolt 1 has to be installed, an installation position of the lock bolt is a position of the lock bolt where the pressure bearing plate is arranged close to the tree in a direction in which one side of the substantially triangular shape of the pressure bearing plate 3 to be attached to the head of the lock bolt faces the tree 4, and the pressure bearing plate is attached to the head of the lock bolt in a direction in which one side of the substantially triangular shape faces the tree.
摘要翻译：要解决的问题：为了使岩石螺栓1尽可能地安装在规定位置附近，同时在需要安装岩石螺栓1的规定位置处有树木4的同时避免树木4。将多个岩石螺栓1以规定的间隔安装在自然坡面上时，分别将平面图中的大致三角形形状的压力承载板3安装在岩石螺栓的头部，并将其紧固以稳定坡度：如果存在在必须安装岩石螺栓1的预定位置处的树4，锁定螺栓的安装位置是锁定螺栓的位置，其中压力承载板靠近树的方向设置在一侧被安装在锁紧螺栓的头部上的压力承载板3的大致三角形的面向树4，压力承载板沿着锁定螺栓的一侧的大致三角形形状面向树。

6. 发明专利

JP2013185358A Drainage structure of slope ground and construction method therefor 有权
标题翻译：斜坡地层的排水结构及其施工方法
公开(公告)号：JP2013185358A
公开(公告)日：2013-09-19
申请号：JP2012051224
申请日：2012-03-08
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
发明人： EMORI RYOSUKE , IWASA NAOTO , YOSHIDA KOJI , HARADA TAKEO
IPC分类号： E02D17/20 , E02D3/10
CPC分类号： E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide a drainage structure capable of effectively removing both surface water and seepage water and excellent in workability, construction cost, drainage performance, and the like.SOLUTION: In a drainage structure of a slope ground, a main vein drain channel 2 in a slope longitudinal direction is installed in a slope 1, and a lateral vein pipe 3 partly exposed from a ground surface is connected to the main vein drain channel at a downgrade from a slope lateral direction. A water collection pipe 4 having water collection holes 4a is inserted into the ground and an end thereof is connected to the lateral vein pipe. A surface water collection port 8a capable of collecting water flowing down from the upper section of the slope is provided in the lateral vein pipe. Rainwater enters inside of the lateral vein pipe from the surface water collection port of the lateral vein pipe, seepage water is taken in by the water collection pipe and enters the lateral vein pipe, and all of them flows into the main vein drain channel, flows downward, and is discharged from the slope round. Both the surface water and the seepage water can be effectively discharged. Drainage of the seepage water is carried out by utilizing the lateral vein pipe and the main vein drain channel in common with surface water collection means. Therefore, the drainage is remarkably efficient, the workability is excellent, and the construction cost can be reduced.
摘要翻译：要解决的问题：提供能够有效地去除地表水和渗水的排水结构，并且具有优异的可加工性，施工成本，排水性能等。解决方案：在斜坡地面排水结构中，主静脉排水斜坡方向的通道2安装在斜坡1中，并且从地面露出的侧静脉管3以从斜边方向下降的方式连接到主静脉排泄通道。具有集水孔4a的集水管4插入到地面中，其一端与侧静脉管连接。在侧静脉管中设置有能够收集从斜坡上部向下流动的水的地面采水口8a。雨水从侧静脉管的地表采水口进入外侧静脉管内，渗水由采水管吸入外侧静脉管，全部流入主静脉排水通道向下，从斜坡出来。地表水和渗水均可有效排出。通过利用与地下水收集装置相同的侧静脉管和主静脉排泄通道进行渗水的排水。因此，排水效率高，加工性好，施工成本降低。

7. 发明专利

JP2013204407A Earth-retaining wall 审中-公开
标题翻译：地球保持墙
公开(公告)号：JP2013204407A
公开(公告)日：2013-10-07
申请号：JP2012078252
申请日：2012-03-29
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
发明人： IWASA NAOTO , EMORI RYOSUKE
IPC分类号： E02D29/02
摘要： PROBLEM TO BE SOLVED: To obtain an earth-retaining wall in which safety during construction is high, workability is improved and the quantity of steel to be used is reduced.SOLUTION: An earth-retaining wall is constructed by installing a plurality of pillar bodies at intervals, bridging adjacent pillar bodies with a wall surface material 3 and back-filling the wall surface material 3, the pillar bodies and a slope with a back-filling material. The pillar body is comprised of a tubular pillar material 13 and a filling material which fills the tubular pillar material 13. The tubular pillar material 13 is formed from a front surface material 11 forming a portion closer to a front face than a position to mount the wall surface material 3 and a rear surface material 12 forming portions closer to a side face and a rear face excluding the front surface material. The front surface material 11 is comprised of a plate surface material, and the rear surface material 12 is comprised of a see-through surface material having see-through property. Since the rear surface material 12 has the see-through property, if there is the risk of collapsing an excavation slope behind the tubular pillar materials by being attacked with rainfall of a typhoon or the like on the stage where the tubular pillar materials are not filled with the filling materials yet, an excavation surface is observed and appropriate handling can be performed promptly, thereby improving safety during construction.
摘要翻译：要解决的问题：为了获得施工中的安全性高的挡土墙，可以提高加工性，减少使用的钢量。解决方案：通过安装多个柱体构成挡土墙每隔一段时间，用壁面材料3桥接相邻的柱体，并向墙壁材料3，柱体和带有填充材料的斜面填充后壁。柱体由管状柱状材料13和填充管状柱状材料13的填充材料构成。管状柱状材料13由形成比前表面更靠近正面的部分的前表面材料11形成，壁表面材料3和后表面材料12，其形成更靠近除了前表面材料的侧面和后表面的部分。前表面材料11由板表面材料构成，后表面材料12由具有透视性的透视表面材料构成。由于后表面材料12具有透视性，因此在管柱状材料未被填充的台阶上遭受台风等的降雨侵袭时，存在使管状柱材料后方的挖掘斜坡塌缩的风险与填充材料一起观察挖掘表面，并且可以及时进行适当的处理，从而提高施工过程中的安全性。

8. 发明专利

JP2013185342A Bearing member for slope stabilization method 审中-公开
标题翻译：用于斜坡稳定方法的轴承座
公开(公告)号：JP2013185342A
公开(公告)日：2013-09-19
申请号：JP2012050506
申请日：2012-03-07
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
发明人： IKEDA TAKEO , EMORI RYOSUKE
IPC分类号： E02D17/20
摘要： PROBLEM TO BE SOLVED: To prevent a washer plate from becoming obstructive when connecting anchor heads by a rope-like body.SOLUTION: A bearing member 3 to be attached to an anchor head includes a bottom plate 7, a cylindrical body 8 at a bottom plate center part and a plurality of radially extending reinforcing ribs 9. A washer plate 10 for receiving a nut screwed to an anchor upper end is fixed to an upper end of the cylindrical body 8 and also the vicinity of a cylindrical body side end of the upper end of the reinforcing ribs 9. When a length from the outermost end Pof the washer plate 10 in a cylindrical body radial direction to a cylindrical body outer shape position Q, which is near a washer plate outer end Pon the reinforcing rib, is defined as La and a length from a washer plate outer end Pin an arbitrary cylindrical radial direction to a cylindrical outer shape position Q, which is in an area M excluding the vicinity of the washer plate outer end Pon the reinforcing rib, is defined as Lx, Lx
摘要翻译：要解决的问题：为了防止当通过绳状体连接锚头时垫圈板阻塞。解决方案：附接到锚头的支承构件3包括底板7，底部的圆柱体8 板中心部分和多个径向延伸的加强肋9.用于接收螺母连接到锚定器上端的螺母的垫圈板10固定到圆柱体8的上端，并且还固定在圆柱体8的圆柱体侧端附近当从垫圈板10的最外端P向圆筒体径向到圆筒体外形位置Q（其靠近加强筋的垫圈外端Pon）的长度被限定时，作为La，从垫圈板外端的长度将任意的圆筒状径向引导到除了垫圈板外端Pon附近的区域M之外的加强肋的圆筒形外形位置Q为de 罚款为Lx，Lx

9. 发明专利

JP2013170410A Slope stabilization method 审中-公开
标题翻译：坡度稳定方法
公开(公告)号：JP2013170410A
公开(公告)日：2013-09-02
申请号：JP2012035764
申请日：2012-02-22
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , 日鐵住金建材株式会社
发明人： EMORI RYOSUKE , IWASA NAOTO
IPC分类号： E02D17/20 , E02D5/80
摘要： PROBLEM TO BE SOLVED: To provide a new slope stabilization method which allows for both of workability and slope stability effect.SOLUTION: One main anchor 1 is installed to be fixed to a support layer 2. A plurality of resistance support anchors 9 are installed around the main anchor 1, the resistance support anchors 9 having the tip of the anchor 9 remaining in an upper surface soil layer 3a. A reinforced soil mass is thus formed in the region where the resistance anchors 9 are installed in the upper surface soil layer 3a. The main anchor and the resistance support anchors around the main anchor are connected with connection members 6. The connection part composed of the connection members, the main anchor, and the resistance support anchors are in a connection mode which allows tensile force acting on the connection member to generate drawing force acting on the main anchor and the resistance support anchors so as to generate tensile force acting on each. The tensile force generated at the resistance support anchor is transmitted through the connection member to the main anchor, so that the main anchor is imparted with tensile force as reaction force. Consequently the reinforced soil mass in the region where the resistance anchors are installed in the upper surface soil layer 3a imparts bearing pressure force to a lower surface soil layer 3b.
摘要翻译：要解决的问题：提供一种新的边坡稳定方法，其允许可加工性和边坡稳定性效果。解决方案：安装一个主锚固件1以固定到支撑层2.多个电阻支撑锚9围绕主锚1，具有锚固体9的尖端的电阻支撑锚9保留在上表面土层3a中。因此，在电阻锚9安装在上表面土层3a中的区域中形成了增强的土体。主锚和主锚周围的阻力支撑锚固件与连接构件6连接。由连接构件，主锚和阻力支撑锚组成的连接部分处于连接模式，其允许作用在连接件上的张力以产生作用在主锚和阻力支撑锚上的拉力，以产生作用在每个上的张力。在电阻支撑锚固件处产生的张力通过连接构件传递到主锚，使得主锚被赋予作为反作用力的张力。因此，在上表面土层3a中安装有电阻锚的区域中的增强土体向下表面土层3b施加承载压力。

10. 发明专利

JP2010101392A Vibration damper and erecting member with superior damping property 有权
标题翻译：振动阻尼器和具有超级阻尼性能的会员
公开(公告)号：JP2010101392A
公开(公告)日：2010-05-06
申请号：JP2008272606
申请日：2008-10-23
申请人： Nippon Steel & Sumikin Metal Products Co Ltd , Osaka Sangyo Univ , 学校法人大阪産業大学 , 日鐵住金建材株式会社
发明人： IIDA TAKESHI , EMORI RYOSUKE
IPC分类号： F16F15/02 , E01F9/011 , E04H12/00
摘要： PROBLEM TO BE SOLVED: To provide a vibration damper which has a high damping performance in a wide frequency even in a vibration having the frequency varying from a high frequency to a low frequency and is not affected by the direction of the vibration, and an erecting member with superior damping property. SOLUTION: This vibration damper 1 includes a plurality of containers whose bottom inner walls have curved surfaces, and a plurality of granular substances 22 are movably stored in each container. The radius of curvature of the bottom surface of at least one container among the plurality of containers is different from the radii of curvature of the other containers. The vibration damper is attached to the erecting member. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：即使在频率从高频到低频的频率变化的振动中，也不会受到振动方向的影响，所以提供一种即使在频率从高频变化到低频的振动也能在宽频率下具有高阻尼特性的振动阻尼器，以及具有优良阻尼性能的竖立构件。解决方案：该振动阻尼器1包括多个容器，其底部内壁具有弯曲表面，并且多个颗粒物质22可移动地存储在每个容器中。多个容器中的至少一个容器的底面的曲率半径与其他容器的曲率半径不同。减振器安装在竖立构件上。版权所有（C）2010，JPO＆INPIT

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式