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1. 发明专利

JP2013142263A Single bar arrangement construction method of reinforced concrete beam for housing foundation, single bar arrangement structure of reinforced concrete beam for housing foundation, and reinforcing bar frame unit 审中-公开
标题翻译：用于住房基础的加固混凝土梁的单条布置结构方法，用于住房基础的加强混凝土梁的单杆布置结构和加强框架单元
公开(公告)号：JP2013142263A
公开(公告)日：2013-07-22
申请号：JP2012003558
申请日：2012-01-11
申请人： San-Ei Trading Co Ltd , 三栄商事株式会社
发明人： HOSHINO HISAICHI , HOSHINO YUSUKE , HIRAOKA YOSHIKI , FUKUDA JOSE
IPC分类号： E04C3/20 , E02D27/08
摘要： PROBLEM TO BE SOLVED: To simplify joint work of reinforcing bar frame units with each other when constructing a single bar arrangement of a reinforced concrete beam for a housing foundation.SOLUTION: Two or more kinds of reinforcing bar frame units B to be used for executing the single bar arrangement are manufactured in a factory and carried into a construction site. Then, by arraying the carried-in reinforcing bar frame units B at a construction part of a reinforced concrete beam A for the housing foundation and joining the adjacent reinforcing bar frame units B with each other using a joint bar C welded beforehand to one of the reinforcing bar frame units B, the single bar arrangement is constructed. As the reinforcing bar frame units B, at least two kinds, which are a reinforcing bar frame unit B1 with a joint bar to which the joint bar C for joining is welded beforehand, and a standard reinforcing bar frame unit B2 to which the joint bar C is not welded, are manufactured in a factory. The reinforcing bar frame unit B1 with the joint bar includes a reinforcing bar frame unit 3 for an I-shaped joint, a reinforcing bar frame unit 5 for a T-shaped joint, and a reinforcing bar frame unit 7 for a corner joint.
摘要翻译：要解决的问题：为了简化钢筋混凝土梁的单杆布置，为了简化框架单元的连接工作，可以简化框架单元的连接工作。解决方案：用于执行的两种或多种钢筋框架单元B 单条布置在工厂制造并运送到施工现场。然后，将承载的钢筋框架单元B排列在用于壳体基座的钢筋混凝土梁A的构造部分处，并将相邻的钢筋框架单元B彼此之间使用预先焊接到钢筋框架单元B，构成单杆布置。作为钢筋框架单元B，作为预先接合有接合用接合棒C的接合杆的钢筋框架单元B1和标准钢筋框架单元B2中的至少两种，接合杆 C不焊接，在工厂制造。具有接合棒的钢筋框架单元B1包括用于I形接头的钢筋框架单元3，用于T形接头的钢筋框架单元5和用于角接头的钢筋框架单元7。

2. 发明专利

JP2012127064A Single bar arrangement structure of reinforced concrete beam, and reinforced concrete beam 有权
标题翻译：钢筋混凝土梁单层钢筋混凝土结构和加固混凝土梁
公开(公告)号：JP2012127064A
公开(公告)日：2012-07-05
申请号：JP2010277370
申请日：2010-12-13
申请人： San-Ei Trading Co Ltd , 三栄商事株式会社
发明人： HOSHINO HISAICHI , HOSHINO YUSUKE , HIRAOKA YOSHIKI
IPC分类号： E04C3/20
摘要： PROBLEM TO BE SOLVED: To restrain splitting and cracking from occurring on top and side surfaces of a reinforced concrete beam employing a single bar arrangement structure.SOLUTION: Deformed reinforcing bars 4 are fixed at regular intervals along upper and lower ends of a prefabricated bar unit 3 of a reinforced concrete beam 1. Each of the deformed reinforcing bars 4 is horizontally elongated in the width direction of the reinforced concrete beam 1, and its central part is welded to an upper end or lower end main reinforcement 5a or 6b of the prefabricated bar unit 3. A confirmation test using the actual-size reinforced concrete beam enables the confirmation of the effect of suppressing splitting and cracking on top and side surfaces of the reinforced concrete beam by welding the deformed reinforcing bars 4 to the upper end or lower end main reinforcement 5a or 6b and the effect of improving maximum shear capacity and ultimate deformability.
摘要翻译：要解决的问题：使用单个杆排列结构来限制在钢筋混凝土梁的顶部和侧面上发生分裂和开裂。解决方案：变形的钢筋4以钢筋混凝土梁1的预制杆单元3的上端和下端规则间隔地固定。每个变形的钢筋4在钢筋混凝土的宽度方向上水平伸长梁1，其中心部分焊接到预制杆单元3的上端或下端主加强件5a或6b。使用实际尺寸的钢筋混凝土梁进行确认测试，可以确认抑制裂缝和开裂的效果通过将变形的钢筋4焊接到上端或下端主加强件5a或6b，并且提高最大剪切能力和最终变形性的效果，在钢筋混凝土梁的顶部和侧面上。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2014047559A Binding tool for reinforcing-bar intersection 审中-公开
标题翻译：钢筋混凝土连接工具
公开(公告)号：JP2014047559A
公开(公告)日：2014-03-17
申请号：JP2012192161
申请日：2012-08-31
申请人： San-Ei Trading Co Ltd , 三栄商事株式会社
发明人： HOSHINO HISAICHI , HOSHINO YUSUKE , FUKUDA JOSE
IPC分类号： E04C5/18 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide a binding tool which can be surely mounted, from one side of a reinforcing-bar intersection, to the reinforcing-bar intersection through simple operation without being simultaneously positioned to both reinforcing-bars.SOLUTION: A binding tool 1 comprises a first reinforcing-bar insert groove 21 which is opened in a reinforcing-bar overlapping direction (z), and second reinforcing-bar insert grooves 31L, 31R which are opened orthogonally to the reinforcing-bar overlapping direction (z). At a position in the vicinity of a reinforcing-bar intersection 103 of a first reinforcing bar 101 and a second reinforcing-bar 102, the binding tool 1 is pushed into the first reinforcing-bar 101 along the reinforcing-bar overlapping direction (z), thereby inserting the first reinforcing-bar 101 into the first reinforcing-bar insert groove 21, the binding tool 1 is pushed into along the first reinforcing-bar 101, thereby inserting the second reinforcing-bar 102 into the second reinforcing-bar insert grooves 31L, 31R and the intersection of the first and second reinforcing-bars is bound by the binding tool 1. The binding tool 1 can be easily mounted to the reinforcing-bar intersection 103 with a smaller force in comparison with the prior arts.
摘要翻译：要解决的问题：提供一种可以通过简单的操作从加强筋交叉点的一侧可靠地安装的装订工具，而不同时定位到两个钢筋。解决方案：装订工具 1包括以加强筋重叠方向（z）打开的第一加强筋插入槽21和与加强筋重叠方向（z）正交地开口的第二加强筋插入槽31L，31R。在第一钢筋101和第二钢筋102的钢筋交叉部103附近的位置处，装订工具1沿钢筋重叠方向（z）被推入第一钢筋101，从而将第一加强杆101插入第一加强筋插入槽21中，沿第一加强杆101推入装订工具1，从而将第二加强杆102插入第二加强杆插入槽 31L，31R以及第一和第二钢筋的横截面由装订工具1绑定。与现有技术相比，装订工具1可以以较小的力容易地安装到加强杆相交部分103。

4. 发明专利

JP2015092054A 木造建築物の補強構造审中-公开
公开(公告)号：JP2015092054A
公开(公告)日：2015-05-14
申请号：JP2014202944
申请日：2014-10-01
申请人： SAN EI TRADING CO LTD , SEKISUI CHEMICAL CO LTD
发明人： HOSHINO HISAICHI , HOSHINO YUSUKE , HIRAOKA YOSHIKI , MURATA TAKUMI
IPC分类号： E02D27/01
摘要：【課題】既設の木造建築物の基礎の立ち上がり部分の補強を、耐震性能にバラツキなく、簡単かつ廉価に行い得るようにした木造建築物の基礎の補強構造を提案する。【解決手段】木造住宅の補強構造では、既設の基礎1の立ち上がり部分2の側面3に、ガラス長繊維樹脂発泡体からなる補強板4が二重張りされている。補強板4は、エポキシ樹脂系の接着剤5によって貼り付けられている。また、芯棒打ち込み式アンカー6によって、基礎1の立ち上がり部分2に固定されている。補強板4は木製の板材と同様に加工して施工でき、簡単かつ確実に既設の基礎を補強できる。【選択図】図1

5. 发明专利

JP2012232327A Spot welding method of shear reinforcing bar 有权
标题翻译：刀片加固棒点焊方法
公开(公告)号：JP2012232327A
公开(公告)日：2012-11-29
申请号：JP2011102315
申请日：2011-04-28
申请人： Sanei Shoji Kk , 三栄商事株式会社
发明人： HOSHINO HISAICHI , HOSHINO YUSUKE , HIRAOKA YOSHIKI
IPC分类号： B23K11/11 , B23K11/24 , B23K11/36 , B23K101/28 , E04C5/18 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To enhance the efficiency of the welding work, and to reduce dispersion of the welding quality, when performing the spot welding of a shear reinforcing bar to beam main reinforcement so as to ensure the welding strength equal to or higher than the standard yield point without impairing the toughness.SOLUTION: In a spot welding method of a shear reinforcing bar to be spot-welded to a beam main bar of a reinforced concrete beam for residential use at the predetermined pitch, the regular welding is performed by applying the welding current to the beam main bars and the shear reinforcing bar without performing any preheating step (a regular welding step A), and then the low current with a degree for maintaining the welding temperature without stopping electric conduction is applied (a cooling welding step B), and then the tempering current is applied to perform the tempering welding (a tempering welding step C), and the welding strength of the shear reinforcing bar to the beam main bar is set to be the value not less than the standard yield point strength of the shear reinforcing bar. The upslope control of gradually increasing the current value and the downslope control of gradually decreasing the current value are performed in the regular welding step A and the tempering welding step C.
摘要翻译：要解决的问题：为了提高焊接作业的效率，并且为了减少焊接质量的分散，当对剪切钢筋进行点焊以将梁的主加强件进行点焊时，以确保焊接强度等于或等于高于标准屈服点而不损害韧性。
解决方案：在以预定间距点焊焊接到用于住宅用途的钢筋混凝土梁的梁主杆的剪切钢筋的点焊方法中，通过将焊接电流施加到（常规焊接步骤A），然后施加具有保持焊接温度而不停止导电的程度的低电流（冷却焊接步骤B），然后再进行预热步骤施加回火电流进行回火焊接（回火焊接工序C），将剪切钢筋对梁主杆的焊接强度设定为不小于剪切强度的标准屈服点强度的值酒吧。在正常焊接步骤A和回火焊接步骤C中执行逐渐增加电流值和逐渐降低电流值的下坡控制的上坡控制。（C）2013，JPO＆INPIT

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