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1. 发明专利

JP2006161479A Bar arrangement structure of connection between pillar and beam 审中-公开
标题翻译：柱梁与梁之间的连杆结构布置
公开(公告)号：JP2006161479A
公开(公告)日：2006-06-22
申请号：JP2004356936
申请日：2004-12-09
申请人： Asanuma Corp , 株式会社淺沼組
发明人： INOUE SHIGENOBU , NAKAZAWA TOSHIKI , UCHII EIJI , SATO HISATAKA
IPC分类号： E04B1/30 , E04B1/18 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a bar arrangement structure which has high workability, which can realize cost reduction and the stabilization of quality without considerably decreasing structure bearing capacity at the connection between a pillar and a beam made of SRC or the like.
SOLUTION: The bar arrangement structure is constituted by the constraint bars which are made by combining L-shaped/U-shaped or G-shaped reinforcing bars so that the constraint bars surround a main pillar bar at the connection between the pillar made of SRC and the beam made of S or SRC. Then the tip of at least one reinforcing bar to be combined is bent, and the bar arrangement is performed so that the bent tip is butted against a beam web. Then the bending angle of the tip of the reinforcing bar is set at 45 to 90°. Furthermore, the tip of the reinforcing bar is bent toward the inside of the pillar, and the tips of all of the reinforcing bars comprising the constraint bars are bent. Then the bent tips are symmetrically butted against each other by sandwiching the beam web, and the bar arrangement structure is constituted by the combination with the constraint bars which are arranged by passing the tips of the constraint bars through the beam web. The tips passing through the beam web are made to overlap the bent tips.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种具有高加工性的棒布置结构，其可以实现成本降低和质量稳定性，而不会显着降低由SRC等制成的柱和梁之间的连接处的结构承载能力。
解决方案：杆装置结构由约束条构成，这些限制杆是通过组合L形/ U形或G形钢筋制成的，使得限制杆围绕柱柱之间的连接处的主柱杆的SRC和由S或SRC制成的梁。然后将要组合的至少一个钢筋的尖端弯曲，并且执行杆装置，使得弯曲的尖端抵靠梁腹板。然后将钢筋的前端的弯曲角设定为45°〜90°。此外，钢筋的顶端朝向柱的内侧弯曲，并且包括约束条的所有钢筋的末端弯曲。然后，弯曲的尖端通过夹住梁腹板而彼此对称地对接，并且杆布置结构由与约束条的组合构成，所述约束条通过使约束条的尖端通过梁腹板而布置。使通过梁腹板的尖端与弯曲的尖端重叠。版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2008014028A Existing column reinforcing method and its structure 有权
标题翻译：现有的钢筋加固方法及其结构
公开(公告)号：JP2008014028A
公开(公告)日：2008-01-24
申请号：JP2006186572
申请日：2006-07-06
申请人： Asanuma Corp , 株式会社淺沼組
发明人： SUZUKI KAZUO , INOUE SHIGENOBU , MORI KOJI
IPC分类号： E04G23/02 , E04B1/30
摘要： PROBLEM TO BE SOLVED: To provide an existing column reinforcing method and its reinforcing structure enhancing toughness by suppressing the deformation of upper and lower ends of lining steel plates to maintain a concrete restricting effect.
SOLUTION: The steel plates 2 are lined to surround an existing column 1 made of reinforced concrete, and reinforcing steel members 3 each comprising a fixed plate 3a and a stiffening plate 3b, are stuck to restrict the peripheries of the upper parts and/or lower parts of the lining steel plates 2 through the fixed plates 3a. Since the upper parts and/or lower parts of the lining steel plates 2 lining the existing column 1 are reinforced by the reinforcing steel members 3, the deformation of the upper and lower ends of the lining steel plates easy to deform in case of an earthquake is suppressed to maintain the effect of restricting the existing column to thereby enhance the toughness of the column.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：通过抑制衬板钢板的上端和下端的变形来提供现有的柱增强方法及其增强结构增强韧性，以保持具体的限制作用。钢板2被排列成围绕由钢筋混凝土制成的现有柱1，并且每个包括固定板3a和加强板3b的钢构件3被粘合以限制上部的周边和 /或衬板钢板2的下部通过固定板3a。由于衬套钢板2的衬套钢板2的上部部分和/或下部部分被现有的柱1加强，所以加强钢构件3使得衬里钢板的上端和下端的变形容易在地震时变形被抑制以保持限制现有柱的效果，从而提高柱的韧性。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2011220060A Reinforced-concrete masonry structure wall and method of constructing the same 审中-公开
标题翻译：强化混凝土结构墙及其构造方法
公开(公告)号：JP2011220060A
公开(公告)日：2011-11-04
申请号：JP2010092787
申请日：2010-04-14
申请人： Araigumi Co Ltd , Asanuma Corp , Matsumura-Gumi Corp , Taiyo Surv Co Ltd , 太陽サーブ株式会社 , 株式会社新井組 , 株式会社松村組 , 株式会社淺沼組
发明人： MORI KOJI , INOUE SHIGENOBU , NAKAZAWA TOSHIKI , YAMAUCHI MASAAKI , SOTETSU SEIJI , KASHIWAGI TAKAO , SATO TAKESHI , YOKOTA SEIJI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide RM earthquake strengthening technology capable of further suppressing the generation of noise and dust.SOLUTION: The reinforced-concrete masonry structure wall is made by filling mortar in an inner hollow of a masonry wall body in which a plurality of hollow form concrete blocks is piled up in a structure plane surrounded by columns and beams by using vertical reinforcements and horizontal reinforcements as internal bar arrangements. Comb-shaped joint fittings protrusively provided with a plurality of steel bars on one surface of a long steel plate, and making a pair are equipped at an upper side and a lower side of the structure plane. The back surfaces of the joint fittings are adhesive surfaces to be respectively adhered to the beams, and the vertical reinforcements are arranged to the steel bars of the pair of the upper and lower adhered joint fittings. The beam is provided with at least one anchor bolt, and the joint fittings are temporarily fixed to the anchor bolt.
摘要翻译：要解决的问题：提供能够进一步抑制噪声和灰尘产生的地震强化技术。解决方案：钢筋混凝土砌体结构墙是通过将砌体墙体的内部空心填充砂浆制成的，其中多个中空形式的混凝土块被堆叠在由柱和梁围绕的结构平面中，使用垂直加固和横向加强作为内部条形安排。在长钢板的一个表面上突出设置有多个钢筋并且在结构平面的上侧和下侧配置成对的梳状接头配件。接头配件的后表面是分别粘接在梁上的粘合表面，并且垂直加强件布置在一对上部和下部粘接接头配件的钢筋上。梁设置有至少一个锚定螺栓，并且接头配件暂时固定在锚栓上。版权所有（C）2012，JPO＆INPIT

4. 发明专利

JP2009046829A Aseismatic reinforcing wall 审中-公开
标题翻译： ASEISMATIC增强墙
公开(公告)号：JP2009046829A
公开(公告)日：2009-03-05
申请号：JP2007211872
申请日：2007-08-15
申请人： Arai Gumi Ltd , Asanuma Corp , Matsumura Gumi Corp , 株式会社新井組 , 株式会社松村組 , 株式会社淺沼組
发明人： INOUE SHIGENOBU , NAKAZAWA TOSHIKI , MORI KOJI , AZUMA KENJI , YAMAUCHI MASAAKI , KASHIWAGI TAKAO
IPC分类号： E04G23/02 , E04B2/56
摘要： PROBLEM TO BE SOLVED: To provide an opening reinforcing structure of an aseismatic reinforcing wall provided with an opening without reducing strength of the aseismatic reinforcing wall.
SOLUTION: This aseismatic reinforcing wall 1 is constructed by piling up a plurality of block-like masonry bodies 8 on a plane of the structure surrounded by columns 2 and beams 3 of a building and forming the opening part 4 in a part of the plane of the structure without providing the masonry bodies. This aseismatic reinforcing wall 1 is provided with anchor bars 6 erected from upper and lower beams and right and left columns, an opening reinforcing bar 12 arranged along a fringe part of the opening 4, wall bars 7 joined with the anchor bars 6 by joints and arranged away from the opening 4, a masonry wall body 9 formed by piling up the masonry bodies 8 on the plane of the structure provided with the wall bars 7 except the opening 4, and mortar 10 filled into an inner cavity part of the masonry wall body 9.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种设置有开口的抗震加强壁的开口增强结构，而不降低抗震加强壁的强度。解决方案：该抗震加强壁1通过在由建筑物的柱2和梁3围绕的结构的平面上堆叠多个块状砖石体8而构成，并将开口部4形成在一部分结构的飞机没有提供砌体。该抗震加强壁1设置有从上梁和下梁以及左右立柱竖立的锚杆6，沿着开口4的边缘部分布置的开口钢筋12，通过接头与锚杆6连接的壁杆7，远离开口4布置的砖石壁体9，其通过在设置有除了开口4之外的壁条7的结构的平面上堆叠砖石体8，以及填充到砖石壁的内部空腔部分中的砂浆10 版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2006132203A Seismic stud structure combined with brace 审中-公开
标题翻译：地震结构与BRACE相结合
公开(公告)号：JP2006132203A
公开(公告)日：2006-05-25
申请号：JP2004322643
申请日：2004-11-05
申请人： Asanuma Corp , 株式会社淺沼組
发明人： ONO TOKIO , AISAKA HIROBUMI , SAWATANI YOSHIHIRO , OKUYAMA HISAO , TAGAMI MASAKATSU , INOUE SHIGENOBU , SATO HISATAKA
IPC分类号： E04H9/02 , E04B1/24
摘要： PROBLEM TO BE SOLVED: To provide a frame with seismic studs combined with braces for ensuring earthquake resistance required for a building and a degree of freedom of interior designing while an amount of steel frame can be reduced.
SOLUTION: The invention is provided with a frame composed of steel frame columns and beams, a plurality of studs arranged to connect the upper and the lower beams within the frame, connecting beams for connecting the plurality of studs at the intermediate portion in the height direction and steel frame braces arranged in small frames each of which is composed of the connecting beam and the middle to the top portion of the stud. The connecting parts are joined properly with pins.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供与支架结合的地震螺柱的框架，以确保建筑物所需的抗震性和室内设计的自由度，同时可以减少钢框架的数量。解决方案：本发明提供了一种由钢框架柱和梁组成的框架，多个螺柱被布置成连接框架内的上梁和下梁，连接梁用于在中间部分处连接多个螺柱高度方向和钢框架布置成小框架，每个由框架的连接梁和中部至顶部组成。连接部分与销正确连接。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2002161650A DAMPER FOR BUILDING 失效
公开(公告)号：JP2002161650A
公开(公告)日：2002-06-04
申请号：JP2000359454
申请日：2000-11-27
申请人： ASANUMA CORP
发明人： INOUE SHIGENOBU , HIDA YOSHINORI
IPC分类号： E04H9/02 , F16F1/18 , F16F15/073
摘要： PROBLEM TO BE SOLVED: To provide a damper for a building, which not only reduces influences such as frequency and temperature but also has stable hysteresis absorbing function from a relatively small deformation to a large deformation thereof. SOLUTION: According to the damper for the building, a plurality of plate springs 4 which are bendable in a horizontal excitation direction at the time of an earthquake, are superposed on each other in a manner producing friction, and their upper edges and lower edges are attached to an upper structure 1 and a lower structure 2 of the building. Thus, the deformation capacity and restoring force of the plate springs, and the frictional force between the plate springs can produce a damping function. Further, the periphery of the plate springs are enclosed by a plurality of fastening frames 8 which are vertically laminated, and therefore the frictional force between the plate springs can be held to a constant value, to thereby obtain the stable damping function.

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