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

JP2014062416A Construction method for tsunami evacuation facility 审中-公开
标题翻译： TS MI EV ATION。。。。
公开(公告)号：JP2014062416A
公开(公告)日：2014-04-10
申请号：JP2012208852
申请日：2012-09-21
申请人： Kouchi Marutaka:Kk , 株式会社高知丸高
发明人： TAKANO HIROSHIGE
IPC分类号： E04H9/14 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a tsunami evacuation facility, excellent in work efficiency and capable of reducing a construction period.SOLUTION: A construction method for a tsunami evacuation facility includes: a foundation formation step of installing a plurality of steel pipe piles in a ground to form a foundation; a step of constructing a tsunami evacuation facility body on the foundation; and a step of installing a staircase having a required height on a side of the constructed tsunami evacuation facility body. The step of constructing a tsunami evacuation facility body includes substeps of: lifting a front panel and a rear panel each assembled in a structure in which two props are connected by ties arranged therebetween and fixedly erecting the two panels faced to each other on the foundation; and lifting a connection member assembled in a structure in which a plurality of beam materials are arranged in parallel and connected to each other in advance and fixedly arranging the connection member so as to connect between the front panel and the rear panel.
摘要翻译：要解决的问题：提供一种海啸撤离设施的施工方法，工作效率优良，能够缩短施工期。解决方案：海啸疏散设施的施工方法包括：安装多根钢板的基础形成步骤管桩在地面上形成基础; 在基础上建设海啸撤离设施机构的步骤; 并且在构建的海啸撤离设施体的一侧安装具有所需高度的楼梯的步骤。构建海啸撤离设施主体的步骤包括以下子步骤：提升前面板和后面板，每个组装成一个结构，其中两个道具通过布置在其间的连杆连接并且在基座上固定地架设彼此相对的两个面板; 并且提升组装在其中多个梁材料并排布置并且预先彼此连接的结构中的连接构件，并且将连接构件固定地布置以便在前面板和后面板之间连接。

2. 发明专利

JP2012112191A Landing bridge construction method 有权
标题翻译：起重桥施工方法
公开(公告)号：JP2012112191A
公开(公告)日：2012-06-14
申请号：JP2010263014
申请日：2010-11-25
申请人： Kouchi Marutaka:Kk , 株式会社高知丸高
发明人： TAKANO HIROSHIGE
IPC分类号： E02B3/06 , E02D7/00 , E02D27/52
摘要： PROBLEM TO BE SOLVED: To minimize diving operations, to improve work efficiency, to shorten a construction period and to reduce a construction cost, in the case of constructing or demolishing a pile type landing bridge at a location where water is deep such as a dam lake.SOLUTION: A landing bridge construction method includes: a basic assembly step of basically assembling a truss member comprising a plurality of pipes extended in parallel with each other and a connection member for connecting the pipes adjacent to each other in an oblique direction and a perpendicular direction to a pipe length direction; a truss member arranging step of suspending the truss member such that the length direction of the pipes is the vertical direction at a position to extend a landing bridge a prescribed distance away from a landing bridge completed part, and arranging it at a prescribed height position floated upwards from a ground surface; a support pile installation step of inserting a tubular support pile into the pipe of the truss member arranged at the prescribed height position and installing it to the ground surface; a pipe fixing step of fixing the pipe of the truss member to the constructed support pile; and a connecting step of connecting the pile supporting the landing bridge completed part and the pipe fixed to the support pile by a beam.
摘要翻译：要解决的问题：为了最大限度地减少潜水作业，提高工作效率，缩短施工期，降低施工成本，在水深较深的地方兴建或拆除桩型登陆桥的情况下，作为一个水坝湖。解决方案：一种着陆桥施工方法，包括：基本组装步骤，基本上组装包括彼此平行延伸的多个管道的桁架构件和用于沿相反方向连接彼此相邻的管道的连接构件;以及与管长方向垂直的方向; 桁架构件布置步骤，其使桁架构件悬挂，使得管道的长度方向为垂直方向，以使着陆桥离开着陆桥完成部分规定距离延伸着陆桥，并将其布置在浮动的规定高度位置从地表向上; 支撑桩安装步骤，将管状支撑桩插入布置在规定高度位置的桁架构件的管中并将其安装到地面; 管道固定步骤，将桁架构件的管道固定到构造的支撑桩; 以及将支撑着陆桥完成部分的桩和通过梁固定到支撑桩的管连接的连接步骤。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2006124972A Single operation type facilitated bridge and construction method for the single operation type facilitated bridge 有权
标题翻译：单一操作类型桥梁的单一操作类型桥梁和单一操作类型桥梁的构造方法
公开(公告)号：JP2006124972A
公开(公告)日：2006-05-18
申请号：JP2004312037
申请日：2004-10-27
申请人： Kochi Univ Of Technology , Kouchi Marutaka:Kk , 学校法人高知工科大学 , 株式会社高知丸高
发明人： TAKANO HIROSHIGE , YOKOGAWA AKIRA , ICHIKAWA SAIJI
IPC分类号： E01D15/133 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a single operation type facilitated bridge usable as a permanent bridge after its construction work even if it is constructed as a temporary pier in the preliminary appurtenant work of a construction and a construction method for the facilitated bridge.
SOLUTION: This facilitated bridge comprises a plurality of struts 2, flat panel materials 3 disposed on the upper ends of the struts 2, and beams 4 disposed across the adjacent struts 2. The beams 4 comprise a plurality of joining materials 41 of a prescribed length disposed parallel with each other at intervals in the vertical direction and bracing materials 42 crossingly installed to connect the joining materials 41 to each other between the vertically adjacent two joining materials 41. The joining materials 41 are integrally connected to the bracing materials 42 through fixing boards 43 fixed to the both right and left end parts of the joining materials 41. The fixing boards 43 are connected to a tubular connection body formed in a cylindrical split structure. Onto the tubular connection body, the struts 2 are fitted, and the tubular connection body is fixed to the struts 2 by welding or bolting.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：即使在施工的初步附属工程中构建为临时码头，也可以提供用于作为永久桥梁的单一作业式辅助桥梁，并且用于便利桥梁的施工方法。解决方案：这种便利的桥梁包括多个支柱2，设置在支柱2的上端的平板材料3和跨过相邻的支柱2设置的梁4.梁4包括多个连接材料41 在垂直方向间隔彼此平行设置的规定长度和交叉安装的支撑材料42，以将接合材料41彼此连接在垂直相邻的两个接合材料41之间。接合材料41与支撑材料42一体地连接通过固定在接合材料41的右端部和左端部的固定板43.固定板43与形成为圆筒形分割结构的管状连接体连接。在管状连接体上安装支柱2，通过焊接或螺栓将管状连接体固定在支柱2上。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2005036465A Method of constructing continuous underground wall, and box bucket for use therein 有权
标题翻译：构造连续地下室的方法及其使用的箱式底盘
公开(公告)号：JP2005036465A
公开(公告)日：2005-02-10
申请号：JP2003199045
申请日：2003-07-18
申请人： Kouchi Marutaka:Kk , Ohbayashi Corp , 株式会社大林組 , 株式会社高知丸高
发明人： TOKAJI AKIRA , HIROMA KOJI , TAKANO HIROSHIGE
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a method of constructing a continuous underground wall, which ensures the verticality of a pair of buckets with good accuracy even if the continuous underground wall has a great depth, by alternately driving and pulling the buckets.
SOLUTION: According to the method, first the ground E is agitated and softened. Then a tilting preventing pile 5 is driven into the ground, and the first box bucket 6 is driven, followed by driving the second bucket 6A by using the first bucket 6 as a guide so as to be adjacent to the same. After completion of driving of the second bucket 6A (a), while the first bucket 6 is pulled up, mortar is poured into the ground, to thereby construct a wall body 11 in the ground E (b). The first bucket 6 pulled up to the ground is then arranged on the ground at a location adjacent to a tail side of the second bucket 6A. Thereafter the tilting preventing pile 5 is pulled up and vertically rock-penetrated into the ground E at a location adjacent to a leading side of the second bucket 6A (c). Thereafter the first bucket 6 arranged on the ground is driven into the ground E by being guided by a guide protrusion 6b of the second bucket 6A via its guide recess 6b while taking a reaction force of the tilting preventing pile 5 via the second bucket 6A (d).
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供构造连续地下壁的方法，通过交替地驱动和拉动水桶，即使连续的地下壁具有很大的深度，也能够以良好的精度确保一对桶的垂直度。解决方案：根据该方法，首先将地面E搅拌并软化。然后将防倾倒桩5驱动到地面中，并且第一箱式铲斗6被驱动，随后通过使用第一铲斗6作为引导件与其相邻地驱动第二铲斗6A。在完成第二铲斗6A（a）的驱动完成之后，当第一铲斗6被拉起时，将砂浆倒入地面中，从而在地面E（b）中构成壁体11。然后将上拉到地面的第一铲斗6布置在与第二铲斗6A的尾侧相邻的位置的地面上。此后，在与第二铲斗6A（c）的前侧相邻的位置处，将防倾倒桩5拉起并竖直地岩石穿透到地面E. 此后，布置在地面上的第一铲斗6通过其引导凹部6b被第二铲斗6A的引导突起6b引导而被驱动到地面E中，同时通过第二铲斗6A采取防倾倒桩5的反作用力 D）。版权所有（C）2005，JPO＆NCIPI

5. 发明专利

JP2004285735A Method of constructing temporary landing bridge by using truss frame 审中-公开
公开(公告)号：JP2004285735A
公开(公告)日：2004-10-14
申请号：JP2003080391
申请日：2003-03-24
申请人： I Kogyo:Kk , Kouchi Marutaka:Kk , 有限会社アイ工業 , 株式会社高知丸高
发明人： TAKANO HIROSHIGE
IPC分类号： E01D15/24 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a method of constructing a temporary landing bridge available at sea and on land, which is small in the number of construction steps in the field, shortens a construction period, is excellent in construction efficiency and construction accuracy, and ensures the installation accuracy thereof on the ground. SOLUTION: According to the method, a truss frame consisting of side members, cross members, and diagonal members connecting intersections between the side and cross members, is arranged at a predetermined altitude from a sea level or a land level, and fixed piles are driven along guide pipes provided for the truss frame, followed by temporarily fixing the truss frame to the fixed piles. Thereafter support piles each formed of a steel pipe are driven inside the guide pipes into the ground, and down-the-hole hammers are inserted into the respective steel pipes to excavate the ground to a predetermined depth. Further the support piles are further deeply driven, and beam seats and girders are sequentially fixed on the truss frame, followed by laying lining plates on the girders. COPYRIGHT: (C)2005,JPO&NCIPI

6. 发明专利

JP2014105454A Manually-hoisted gondola 有权
标题翻译：手工制作的GONDOLA
公开(公告)号：JP2014105454A
公开(公告)日：2014-06-09
申请号：JP2012258050
申请日：2012-11-26
申请人： Kouchi Marutaka:Kk , 株式会社高知丸高
发明人： TAKANO HIROSHIGE
IPC分类号： E04H9/14 , B66D1/04 , B66D1/12
摘要： PROBLEM TO BE SOLVED: To provide a manually hoisted gondola which has a mechanism to assist manual hoisting, can be hoisted only with manual power without requiring electric power, is easy to operate, and can be used for swiftly guiding evacuees to an elevated spot in a tsunami evacuation facility or the like.SOLUTION: A manually hoisted gondola comprises: a gondola basket 1 for persons to get on; a counter weight 2 to balance with the weight of the gondola basket; a winch drum 3 for hoisting a wire 7 lifting the gondola basket and a wire 8 from which the counter wait suspends; a first handle for manually turning the winch drum; and a powered assist mechanism 4 for providing supplementary force to turn the winch drum. The powered assist mechanism comprises: an electric motor; and a battery capable of storing the power to run the electric motor.
摘要翻译：要解决的问题：为了提供具有辅助手动起重机构的手动提升吊舱，只需用手动动力而不需要电力即可起吊，易于操作，并可用于将撤离人员快速引导到升高的位置海啸疏散设施等。解决方案：手动提升的吊舱包括：用于人员上车的吊篮1; 一个配重2，以平衡吊篮的重量; 用于吊起吊架7的电线7的绞盘鼓3和柜台等待暂停的电线8; 用于手动转动绞盘鼓的第一把手; 以及用于提供辅助力来转动绞盘鼓的动力辅助机构4。动力辅助机构包括：电动机; 以及能够存储用于运行电动机的电力的电池。

7. 发明专利

JP2012207516A Manufacturing method of superstructure for bridge, bridge and superstructure for bridge 有权
标题翻译：桥梁桥梁和桥梁结构超级结构的制造方法
公开(公告)号：JP2012207516A
公开(公告)日：2012-10-25
申请号：JP2011205287
申请日：2011-09-20
申请人： Kouchi Marutaka:Kk , 株式会社高知丸高
发明人： TAKANO HIROSHIGE
IPC分类号： E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a superstructure used for constructing a bridge, with which the construction is facilitated and a high-strength bridge can be constructed.SOLUTION: A superstructure 101 is provided which is obtained by coupling a pile member, a main girder 111, a lateral girder 113 and a pile head fixing member 115 having a cylindrical part through which the pile member can be inserted. The main girder 111 and the lateral girder 113 are coupled to a side face of the pile head fixing member 115 in such a manner that centers of the cylindrical parts of all the pile head fixing members 115 are positioned on a cross section of a central axis of the main girder 111 in a length direction and a central axis of the lateral girder 113 in a length direction. Therefore, the main girder 111 and the lateral girder 113 are disposed in a rectangle shape, in a ladder shape or in a U shape, an upper surface of the pile head fixing member 115 is brought into contact with a floor slab disposed on the superstructure 101 directly or indirectly via a canopy closing the upper surface of the pile head fixing member 115, and the upper surface of the pile head fixing member 115 becomes vertical to the central axis of the pile member when inserted through the pile head fixing member 115.
摘要翻译：要解决的问题：提供一种用于构造桥梁的上部结构，其结构易于构造，并且可以构造高强度桥梁。解决方案：提供一种上部结构101，其通过将桩构件，主梁111，侧梁113和具有可以插入桩构件的圆柱形部分的桩头固定构件115联接而获得。主梁111和侧梁113以这样的方式联接到桩头固定构件115的侧面，使得所有桩头固定构件115的圆柱形部分的中心位于中心轴线的横截面上的主梁111沿长度方向和横梁113的长度方向的中心轴线。因此，主梁111和侧梁113以矩形形状呈梯形或U形，桩头固定构件115的上表面与设置在上层建筑物上的楼板接触 101直接或间接地通过关闭桩头固定构件115的上表面的冠盖，并且当桩头固定构件115插入时，桩头固定构件115的上表面垂直于绒头构件的中心轴线。版权所有（C）2013，JPO＆INPIT

8. 发明专利

JP2006112089A Float type place of refuge from tsunami 审中-公开
标题翻译： TS。。。。。。。。。。
公开(公告)号：JP2006112089A
公开(公告)日：2006-04-27
申请号：JP2004299288
申请日：2004-10-13
申请人： Kouchi Marutaka:Kk , 株式会社高知丸高
发明人： TAKANO HIROSHIGE
IPC分类号： E04H1/12 , A62B99/00 , B63B35/44 , E04B1/35
摘要： PROBLEM TO BE SOLVED: To provide a float type place of refuge from a tsunami, which enables inhabitants near a shore to take rapid refuge on the occurrence of the tsunami, which can ensure sufficient safety even on the occurrence of the high tsunami, which enables even an aged person, a child, etc. to take the easy and rapid refuge, and which is economical because equipment costs and maintenance costs can be kept low.
SOLUTION: This float type place of refuge from the tsunami comprises a support which is driven into the ground, and a refuge base which is provided on the ground section of the support. The refuge base, which is equipped with a float enabling the refuge base to float on the sea surface, can ascend along the support by the buoyancy of the float.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供海啸的浮法避难场所，使海岸附近的居民能够在发生海啸时迅速避难，即使发生高海啸也能保证足够的安全即使老人，小孩等也能够轻松快速地避难，而且因为设备成本和维护成本低而经济。解决方案：这种浮标式的海啸避难所包括一个驱动到地面上的支撑和一个设在支架的地面上的避难基座。庇护基地配备了一个可使避难所浮在海面上的浮标，可以通过浮标的浮力沿支撑座上升。版权所有（C）2006，JPO＆NCIPI

9. 发明专利

JP2006112088A Hydraulically ascending/descending place of refuge from tsunami 审中-公开
标题翻译：液压降低/降低TSUNAMI的退款地点
公开(公告)号：JP2006112088A
公开(公告)日：2006-04-27
申请号：JP2004299287
申请日：2004-10-13
申请人： Kouchi Marutaka:Kk , 株式会社高知丸高
发明人： TAKANO HIROSHIGE
IPC分类号： E04H9/14 , A62B99/00
CPC分类号： Y02A50/14
摘要： PROBLEM TO BE SOLVED: To provide a hydraulically ascending/descending place of refuge from a tsunami, which enables inhabitants near a shore to take rapid refuge on the occurrence of a tsunami, which can ensure sufficient safety even on the occurrence of the high tsunami, and which enables even an aged person, a child, etc. to take the easy and rapid refuge.
SOLUTION: This hydraulically ascending/descending place of the refuge from the tsunami comprises a refuge base which is provided on the ground, and a support which is driven into the ground so as to support the refuge base at a predetermined height. The support, which is provided with a hydraulic cylinder, is elongated by the drive of the hydraulic cylinder, so that the refuge base can ascend.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供海啸避难所的液压上升/下降地方，使海岸附近的居民能够在发生海啸时迅速避难，即使发生海啸也能确保足够的安全高海啸，甚至使老年人，孩子等能够轻松快速地避难。解决方案：海啸避难所的这种液压上升/下降地点包括设在地面上的避难基地，以及被驱动进入地面的支架，以便在预定高度支撑避难所。设置有液压缸的支撑件通过液压缸的驱动而伸长，使得避难基座能够上升。版权所有（C）2006，JPO＆NCIPI

10. 发明专利

JP2004244874A Expandable beam for pier construction and construction method of pier using the same 有权
公开(公告)号：JP2004244874A
公开(公告)日：2004-09-02
申请号：JP2003034426
申请日：2003-02-12
申请人： Kochi Univ Of Technology , Kouchi Marutaka:Kk , 学校法人高知工科大学 , 株式会社高知丸高
发明人： TAKANO HIROSHIGE , MAEDA TAKUJI
IPC分类号： E01D15/24 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide an expandable beam for pier construction, and a construction method of a pier using this expandable beam for safely and quickly arranging a beam between columns of the pier, easy in quality control, friendly to an environment, contributing to the protection of resources, and performing installation work of the expandable beam in a short period of time by quickly extending the expandable beam. SOLUTION: This expandable beam is composed of a plurality of girths mutually in parallel and respectively juxtaposed in the vertical direction by extending in the substantially horizontal direction, and a brace material arranged by crossing without mutually joining so as to respectively connect one end part of one girth and the other end part of the other girth, and one end part of the other girth and the other end part of one girth between the mutually adjacent two girths. The respective girths expand in the longitudinal direction by making a midway part bendable upward in an inverse V shape from a straight line state. COPYRIGHT: (C)2004,JPO&NCIPI

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