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1. 发明专利

JP2004244876A Pile head structure 审中-公开
标题翻译：桩头结构
公开(公告)号：JP2004244876A
公开(公告)日：2004-09-02
申请号：JP2003034467
申请日：2003-02-13
申请人： Ando Corp , Aoki Corp , Kumagai Gumi Co Ltd , Maeda Corp , Mutsubishi Rubber Co Ltd , Ohki Corp , Ps Mitsubishi Construction Co Ltd , Sumitomo Metal Ind Ltd , Zenitaka Corp , 住友金属工業株式会社 , 六菱ゴム株式会社 , 前田建設工業株式会社 , 大木建設株式会社 , 安藤建設株式会社 , 株式会社ピーエス三菱 , 株式会社熊谷組 , 株式会社銭高組 , 株式会社青木建設
发明人： HIDAKA NORIHIRO , NONAKA YASUTOMO , OGAWA MASA , OGAWA ATSUSHI , IGARASHI HARUTO , KUROSAWA AKIRA , FUJISHIMA TAISUKE , MIURA KOICHI , KITAWAKI MICHIO
IPC分类号： E02D27/34
摘要： PROBLEM TO BE SOLVED: To provide a pile head structure for reducing bending moment generated in a joining part of an upper structure and a lower structure with a simple constitution.
SOLUTION: A projecting upper bearing part 3 is installed in a lower part of a footing 1. The upper surface 4a side of bearing rubber 4 composed of a rubber elastic body superior in compression restorableness, is fixed to a projecting part of this upper bearing part 3. The under surface 4b side of the bearing rubber 4 is allowed to slidably abut on a head part of a foundation pile 2. A support member 5 having a projecting support piece 5a is arranged on the projecting outer peripheral side of the upper bearing part 3 from the head part of the foundation pile 2. The inner peripheral side of the support piece 5a and the projecting outer periphery side of the upper bearing part 3 are joined by side receiving rubber 6.
COPYRIGHT: (C)2004,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于减少在上部结构和下部结构的接合部分中产生的弯曲力矩的桩头结构，结构简单。解决方案：突出的上轴承部3安装在基脚1的下部。由橡胶弹性体构成的轴承橡胶4的上表面4a侧压缩恢复性优异，固定在该突出部的突出部上轴承部3.允许轴承橡胶4的下表面4b侧可滑动地抵接在基础桩2的头部上。具有突出支撑件5a的支撑构件5设置在突出的支撑件5a的突出外周侧上上支承部3从基础桩2的头部部分。支撑件5a的内周侧和上轴承部3的突出外周侧由侧接收橡胶6连接。版权所有（C））2004年，日本特许厅和NCIPI

2. 发明专利

JP2008163630A Joint structure of reinforced concrete column and steel beam 有权
标题翻译：钢筋混凝土柱和钢梁的接头结构
公开(公告)号：JP2008163630A
公开(公告)日：2008-07-17
申请号：JP2006353943
申请日：2006-12-28
申请人： Ps Mitsubishi Construction Co Ltd , 株式会社ピーエス三菱
发明人： WATANABE KAZUHIRO , ITO HIROMICHI , KUROSAWA AKIRA , HAMATO NOBORU , HAMADA KIMIYA
IPC分类号： E04B1/30 , E04B1/22 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To increase the bearing strength of column concretes on the upper and lower sides of flanges by effectively restraining them by a simple structure, well store the column concretes, and prevent the column concretes from being ruptured and peeled and fallen.
SOLUTION: In this joint structure of a reinforcement concrete column 1 and a steel frame 2, columns are made of reinforced concrete and a beam is made of steel and the steel beam 2 extends through a column-to-beam joint. Vertical ribs 9 are so installed at the upper and lower parts of the upper and lower flanges 2a of the steel beam 2 along the edges 2a of the flanges as to be opposed and parallel to each other. The column concretes are restrained from three directions of the vertical ribs 9 and the lateral reinforcement 11 of the column portion.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了通过简单的结构有效地约束法兰的上下两侧的柱混凝土的轴承强度，可以很好地储存柱混凝土，防止柱混凝土破裂剥离，下降。
解决方案：在钢筋混凝土柱1和钢框架2的这种接合结构中，柱由钢筋混凝土制成，梁由钢制成，钢梁2通过柱对梁接头延伸。沿着凸缘的边缘2a将竖直肋9安装在钢梁2的上下凸缘2a的上部和下部，以相对并相互平行。柱状混凝土从立柱9的横向加强件11的三个方向受到限制。版权所有（C）2008，JPO＆INPIT

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