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1. 发明专利

JP2007191961A Reinforced structure of slab in existing building 有权
标题翻译：现有建筑钢筋混凝土结构加固
公开(公告)号：JP2007191961A
公开(公告)日：2007-08-02
申请号：JP2006012415
申请日：2006-01-20
申请人： Dai Nippon Construction , High Frequency Heattreat Co Ltd , Konoike Constr Ltd , Penta Ocean Constr Co Ltd , Tobishima Corp , Zenitaka Corp , 五洋建設株式会社 , 大日本土木株式会社 , 株式会社錢高組 , 株式会社鴻池組 , 飛島建設株式会社 , 高周波熱錬株式会社
发明人： TSUCHIYA YOSHIHIRO , TOSAI HIROYUKI , ODA YASUHIRO , UEKI RIEKO , KUROSAWA TOSHIYA , FUJII MUTSUMI , KATO HIRONOBU , MURATA YOSHIYUKI , YAMAMOTO TORU
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforced structure of a slab in the low priced and simple existing building. SOLUTION: The reinforced structure 1 mounts a truss bar 3 on the lower face of the existing slab 2 with a fixed plate 4, the truss bar 3 is jointly formed of one upper end bar (top bar) 5 placed on the tip of a triangle and two lower end bars (bottom bar) 6 with a corrugated lattice bar 7, and the upper end bar 5 is mounted on the lower face of the slab 2 in a state to turn it to the lower side. Steel plates 8 and 9 as the fixed plate are welded and connected into the lower end bars 6 of the truss bar 3, the large steel plate 8 connected to both end sides and the lengthwise small steel plate 9 welded among these ones are mounted on the lower face of the slab 2 with an anchor bolt 10. These steel plates 8 and 9 can be adhered with, for example, a longer useable time type two component epoxy resin other than the anchor bolt 10, both of them can be used also for making adherence/connection, at the same time, the large steel plate 8 is connected with the anchor bolt 10, and the small steel plate 9 can be also adhered with an adhesive. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：在现有廉价建筑中提供板坯加固结构。解决方案：加固结构1用固定板4将桁架杆3安装在现有板坯2的下表面上，桁架杆3由放置在顶部上的一个上端杆（顶部杆）5联合形成具有波纹格栅7的三角形和两个下端杆（底部杆）6，并且上端杆5以使其向下侧的状态安装在板坯2的下表面上。作为固定板的钢板8和9被焊接并连接到桁架杆3的下端杆6中，连接到两端的大钢板8和焊接在它们之间的纵向小钢板9安装在这些钢板8,9可以例如使用比锚固螺栓10以外的较长时间型双组分环氧树脂粘合，它们也可以用于进行粘接/连接的同时，大的钢板8与锚固螺栓10连接，小钢板9也可以用粘合剂粘接。版权所有（C）2007，JPO＆INPIT

2. 发明专利

JP2007191960A Reinforcing structure of slab in existing building 有权
标题翻译：在现有建筑中加固钢筋混凝土结构
公开(公告)号：JP2007191960A
公开(公告)日：2007-08-02
申请号：JP2006012411
申请日：2006-01-20
申请人： Dai Nippon Construction , High Frequency Heattreat Co Ltd , Konoike Constr Ltd , Penta Ocean Constr Co Ltd , Tobishima Corp , Zenitaka Corp , 五洋建設株式会社 , 大日本土木株式会社 , 株式会社錢高組 , 株式会社鴻池組 , 飛島建設株式会社 , 高周波熱錬株式会社
发明人： MURATA YOSHIYUKI , YAMAMOTO TORU , TOSAI HIROYUKI , ODA YASUHIRO , UEKI RIEKO , KATO HIRONOBU , FUJII MUTSUMI , KUROSAWA TOSHIYA , TSUCHIYA YOSHIHIRO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an inexpensive and simple reinforcing structure of a slab in an existing building. SOLUTION: In this reinforcing structure 1 of the slab in the existing building, struts 3 used as compression members are installed every suitable space at the lower face of the existing slab 2, and a tensioner 4 between the struts is installed between the struts 3 with a space from the slab lower face. Diagonals 6 with one ends anchored to hardware fixed to both ends of the slab lower face are used as tensioners, and the other ends of the diagonals and the ends of the tensioner 4 between the struts are bolt-joined or pin-joined to the lower ends of the struts 3. The tensioner 4 between the struts is tensed with predetermined force to apply upward force to the existing slab 2. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：在现有建筑物中提供廉价简单的板坯加固结构。
解决方案：在现有建筑物的板坯的这种加固结构1中，用作压缩构件的支柱3在现有板坯2的下表面上的每个合适的空间安装，并且支柱之间的张紧器4安装在支柱3与板下面有一个空间。固定在板坯下表面两端的硬件的一端的对角线6用作张紧器，并且对角线的另一端和支柱之间的张紧器4的端部螺栓连接或销连接到下部支柱的端部3.支柱之间的张紧器4以预定的力被张紧，以向现有的板坯2施加向上的力。（C）2007年，JPO和INPIT

3. 发明专利

JP2012154132A Earthquake-resisting wall 有权
标题翻译：地震电阻墙
公开(公告)号：JP2012154132A
公开(公告)日：2012-08-16
申请号：JP2011015983
申请日：2011-01-28
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： UEKI RIEKO , TOSAI HIROYUKI , HOSOI YASUYUKI
IPC分类号： E04G23/02 , E04B2/56
摘要： PROBLEM TO BE SOLVED: To provide an earthquake-resisting wall which uses a steel member, is excellent in workability, is capable of securing bearing force and rigidity, and allows arrangement of an opening.SOLUTION: This earthquake-resisting wall 10 is provided inside a column-beam frame to increase the rigidity and bearing force of a structure, and includes shape steel members 11, 12 having a manually handleable size and having a flange part, a steel stiffening plate 13, and a steel frame member 14 arranged inside the column-beam frame. At least a part of the shape steel members is divided into a plurality of pieces, the stiffening plate has such a size that it can be arranged between the adjacent shape steel members 12, 12 divided into pieces, and the frame member is divided into the plurality of pieces. The shape steel members 11, 12 are arranged in the horizontal direction and the vertical direction in the state that the flange part is in an in-plane direction, the stiffening plate is arranged between the adjacent shape steel members, the shape steel members and the stiffening plate are bolt-joined with each other, and a wall body is configured around the frame member.
摘要翻译：要解决的问题：为了提供使用钢构件的抗震壁，加工性优异，能够确保轴承力和刚度，并且可以布置开口。解决方案：该耐震壁10设置在柱梁框架内部以增加结构的刚度和承载力，并且包括具有手动可操作尺寸并具有凸缘部分的形状钢构件11,12，钢加强板13和布置在柱梁框架内的钢框架构件14。形状钢构件的至少一部分被分成多个，加强板的尺寸可以分布在相邻的形状钢构件12,12之间，并且框架构件被分成多件。形状钢构件11,12在凸缘部位于面内方向的状态下沿水平方向和垂直方向配置，加强板配置在相邻的形状钢构件，形状钢构件和加强板彼此螺栓连接，并且围绕框架构件构造壁体。版权所有（C）2012，JPO＆INPIT

4. 发明专利

JP2009215748A Composite structure beam, and building structure having composite structure beam 有权
标题翻译：复合结构梁和具有复合结构梁的建筑结构
公开(公告)号：JP2009215748A
公开(公告)日：2009-09-24
申请号：JP2008059101
申请日：2008-03-10
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： HOSOI YASUYUKI , TOSAI HIROYUKI , KATO MASATOSHI , UEKI RIEKO
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a composite structure beam which achieves the reduction of weight by reducing the cross section of a beam of a reinforced concrete structure at a beam end, and shortening the length of the reinforced concrete structure, and improves the flexibility of the arrangement of shear reinforcements, and to provide a building structure having the composite structure beam.
SOLUTION: In the composite structure beam 11, a hinge zone H where the beam yields by bending stress at the beam end 12 is constructed of the reinforced concrete structure, and a section on one side of a hinge zone toward a beam center is constructed of a steel frame structure. Then a steel frame 13 close to the beam center side and the beam end 12 of the reinforced concrete structure are formed into a unitary body via a boundary plate 14.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种复合结构梁，其通过减小梁端部的钢筋混凝土结构梁的横截面而减小重量，并缩短钢筋混凝土结构的长度，并且改善剪切增强件的布置的灵活性，以及提供具有复合结构梁的建筑结构。解决方案：在复合结构梁11中，通过弯梁应力在梁端12处产生的铰链区H由钢筋混凝土结构构成，并且铰链区朝向梁中心的一侧的截面由钢框架结构构成。然后，靠近梁中心侧的钢框架13和钢筋混凝土结构的梁端12经由边界板14形成为整体。版权所有（C）2009，JPO＆INPIT

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