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1. 发明专利

JP2005171728A Bar arrangement structure in reinforced concrete-constructed beam-column connection part 审中-公开
标题翻译：加强混凝土结构梁梁连接部分的钢筋混凝土结构
公开(公告)号：JP2005171728A
公开(公告)日：2005-06-30
申请号：JP2003416985
申请日：2003-12-15
申请人： Kajima Corp , 鹿島建設株式会社
发明人： TAKATANI SHINJI , MARUTA MAKOTO , MAEDA SHOZO , NAGAI SATORU
IPC分类号： E04B1/16 , E04B1/21 , E04B1/30 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide bar arrangement structure in beam-column connection which enables reduction in the limit of a bar arrangement space and arrangement of beam reinforcements, without setting of level difference and further prevention of pulling of the beam reinforcements.
SOLUTION: A main column reinforcement 11 and beam reinforcements 21A-21D and 31A-31D are arranged in a beam-column connection part C1, in which a column 1 and beams 2, 3 are connected. The main beam reinforcements 21A-21D and 31A-31D have a fixing length which is not more than a half of width of the column 1. The right main beam reinforcements 21A-21D and the left main beam reinforcements 31A-31D do not interfere with each other, and the right beam 2 and the left beam 3 are made to be the same level. Fixing nuts 22, 32 are mounted on the top ends of the main beam reinforcements 21A-21D and the main beam reinforcements 31A-31D, respectively and fixing plates 23, 23 are formed at the top end of the fixing nut 22.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供梁 - 柱连接中的杆布置结构，其能够减少杆布置空间的极限和梁加强件的布置，而不设置水平差并进一步防止梁加强件的拉动。解决方案：主柱加强件11和梁加强件21A-21D和31A-31D布置在梁柱连接部分C1中，其中连接有柱1和梁2,3。主梁加强件21A-21D和31A-31D具有不大于立柱1宽度的一半的固定长度。右主梁加强件21A-21D和左主梁加强件31A-31D不干扰彼此相同，右光束2和左光束3被制成相同的电平。固定螺母22,32分别安装在主梁加强件21A-21D和主梁加强件31A-31D的顶端，并且固定板23,23形成在固定螺母22的顶端。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JP2009108486A Tubular earthquake-resisting frame 有权
标题翻译：管状地震电阻框架
公开(公告)号：JP2009108486A
公开(公告)日：2009-05-21
申请号：JP2007278830
申请日：2007-10-26
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KUWAHARA KYOSUKE , SUZUKI TADAO , ISOZAKI HIROSHI , ODA YASUHIRO , TAKATANI SHINJI
IPC分类号： E04B1/18
摘要： PROBLEM TO BE SOLVED: To exert the advantage of a structure of a combination of a plurality of tubular frames while enabling the formation of a large space even in a high-rise building in a planar shape such as a stagger shape and a plate shape, in which the ratio of a short side to a long one is small.
SOLUTION: The tubular earthquake-resisting frame includes planes where a plurality of planar shapes 1 and 2 partially overlap one another, columns 6 are disposed along a visible outline of each of the planar shapes 1 and 2, and the tube frames 3 and 4 are formed for each of the planar shapes 1 and 2 from the columns 6 disposed along the visible outline. A forward beam 8 is connected to the columns 6 disposed along the visible outline for partitioning an area, where the two planar shapes 1 and 2 overlap each other, of the plurality of planar shapes 1 and 2. A reverse beam 9 is connected to the columns 6 except the columns 6 disposed in such a manner as to continue into a row of the columns 6, connected to the forward beam 8, along the visible line for partitioning an area except the area where the two planar shapes 1 and 2 overlap each other.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了发挥多个管状框架的组合结构的优点，即使在诸如交错形状的平面形状的高层建筑中也能够形成大的空间，并且板形，其中短边与长边的比例小。解决方案：管状抗震框架包括多个平面形状1和2彼此部分重叠的平面，沿着每个平面形状1和2的可见轮廓设置列6，并且管架3 并且从沿着可视轮廓设置的列6为每个平面形状1和2形成4。前向梁8连接到沿着可见轮廓设置的列6，用于划分多个平面形状1和2中的两个平面形状1和2彼此重叠的区域。反向束9连接到列6，除了沿着沿着可见线连接到连接到前向梁8的列6的一排中的列6，列6除了两个平面形状1和2与每个之间重叠的区域之外的区域其他。版权所有（C）2009，JPO＆INPIT

3. 发明专利

JP2005155058A Beam member of rc structure 审中-公开
标题翻译：梁结构的梁构件
公开(公告)号：JP2005155058A
公开(公告)日：2005-06-16
申请号：JP2003391876
申请日：2003-11-21
申请人： Kajima Corp , 鹿島建設株式会社
发明人： FUKADA YOSHIO , OGIWARA YUKIMASA , MARUTA MAKOTO , TAKATANI SHINJI
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a beam member of an RC structure in the vicinity of a column-beam joining part capable of freely forming a plastic hinge formed in a beam end part near the center of beams in a big earthquake.
SOLUTION: This beam member of the RC structure is constituted so that a plurality of joining reinforcements 3 and 3 are horizontally arranged in a connection part A of a column 1 by horizontally penetrating through this connection part A; a plurality of sleeves 4 and 4 are horizontally arranged in both end parts 3a and 3a of these joining reinforcements 3 as a steel pipe inside filling type joint; and main reinforcements 5 and 5 of the beams 2 and 2 and the joining reinforcements 3 and 3 are respectively joined via these sleeves 4 and 4. The sleeves 4 and 4 are respectively horizontally projected to both sides of the connection part A by the predetermined length L. A plurality of stirrup reinforcements 6 are wound between the sleeves 4 and 4 as shearing reinforcing bars, and are arranged at a predetermined interval in the axial direction of the sleeves 4.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种RC结构的梁构件，其能够在大地震中在梁的中心附近形成在梁端部中的自由形成塑料铰链的柱梁接合部附近。解决方案：RC结构的梁构件被构造成使得多个连接加强件3和3通过水平地穿过该连接部分A而水平地布置在塔1的连接部分A中; 多个套筒4和4水平地布置在作为钢管内填充型接头的这些接合加强件3的两个端部3a和3a中; 梁2和2的主加强件5和5以及连接加强件3和3分别通过这些套筒4和4接合。套筒4和4分别水平地突出到连接部分A的两侧预定长度多个镫形加强件6在套筒4和4之间缠绕作为剪切钢筋，并且以套筒4的轴向方向以预定的间隔布置。（C）2005年，JPO和NCIPI

4. 发明专利

JP2007009609A Reinforcement arrangement structure in post and beam connection part of reinforced concrete structure 审中-公开
标题翻译：加固混凝土结构的后桥和梁连接中的加固布置结构
公开(公告)号：JP2007009609A
公开(公告)日：2007-01-18
申请号：JP2005194173
申请日：2005-07-01
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YOSHIMATSU TOSHIYUKI , OMIKA YUKIHIRO , MIYASAKA TATSU , ISHIDA MASATOSHI , KOISO TOSHIHIRO , OKAYASU TAKASHI , KAWAMOTO KATSUMI , KANO NAOKI , MAEDA SHOZO , MARUTA MAKOTO , NAGAI SATORU , TAKATANI SHINJI
IPC分类号： E04G21/12 , E04B1/21
摘要： PROBLEM TO BE SOLVED: To provide a reinforcement arrangement structure in a post and beam connection part capable of reducing the limitation of reinforcement arrangement spaces, arranging the reinforcements of these beams without providing level differences, and preventing beam reinforcements from being extracted.
SOLUTION: A post main reinforcement 11 and beam main reinforcements 21 and 31 are arranged at the post and beam connection part C1 where a post 1 is joined to beams 2 and 3. The beam main reinforcements 21 and 31 have fixing lengths of half or less of the width of the post 1. Accordingly, the right beam main reinforcement 21 is not interfered with the left beam main reinforcement 31, and a right beam 2 and a left beam 3 are positioned at the same level. A stress transmission reinforcement 13 is arranged at the post and beam connection part C1. Since a stress is transmitted between the beam main reinforcements 21 and 31 by the stress transmission reinforcement 13, the beam reinforcement is prevented from being drawn and cone rupture in the connection part between the post and the beam can be prevented from occurring.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供能够减少加强布置空间限制的柱梁连接部分中的加强布置结构，在不提供水平差的情况下布置这些梁的加强件并且防止梁增强件被抽出。解决方案：柱主梁1和梁主加强件21和31布置在柱梁和梁连接部分C1处，柱梁1连接到梁2和3上。梁主加强件21和31具有固定长度因此，右梁主加强件21不会与左梁主加强件31干涉，右梁2和左梁3位于相同的高度。在柱梁连接部C1上配置有应力传递加强件13。由于通过应力传递增强件13在梁主加强件21和31之间传递应力，因此防止了梁加强件被拉伸，并且可以防止在柱和梁之间的连接部分中发生锥形破裂。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2011026854A Variable floor structure of high rigidity 有权
标题翻译：高刚度可变地板结构
公开(公告)号：JP2011026854A
公开(公告)日：2011-02-10
申请号：JP2009174097
申请日：2009-07-27
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MOTOYAMA KOJI , ONO NOBUHIKO , OGAWA YASUO , TAKATANI SHINJI , KAWAMOTO KATSUMI
IPC分类号： E04B5/14 , E04B5/04
摘要： PROBLEM TO BE SOLVED: To provide a variable rigid floor structure applicable for a floor of a clean room in a semiconductor factory or the like installed with equipment damaged by vibration (vibration damaged equipment), and capable of forming easily only a floor in a moved side of the equipment partially into rigid floor structure, to cope with a change of an installation position, a change of arrangement and the like. SOLUTION: This variable floor structure is arranged respectively with a plurality of large beams 1 arranged with a prescribed space, and a plurality of sleepers 2 arranged along a direction right-angled to a beam axis, with a prescribed space along a beam axial direction between the respective large beans 1, 1. A joint fitting 3 is attached to a junction part between the large beam 1 and the sleeper 2, and a level regulation fitting 4 is attached on the each large beam 1. The sleeper 2 is formed at a length corresponding to an inner dimension between the adjacent large beams 1, 1. Both end parts of each sleeper 2 are joined to a side part of the large beam 1 by a joining plate 7 and a joining bolt 8, via the joint fitting 3. Both the end parts of each sleeper 2 are joined to the large beam 1 by a joining plate 10 and a joining bolt 11, via the level regulation fitting 4. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种可变刚性地板结构，其适用于安装有被振动（振动损坏的设备）损坏的设备的半导体工厂等中的洁净室的地板，并且能够容易地仅形成地板在设备的移动侧部分地变成刚性地板结构，以应对安装位置的改变，布置的改变等。解决方案：该可变地板结构分别布置有布置有规定空间的多个大梁1和沿着垂直于梁轴线的方向布置的多个轨枕2，沿着梁的规定空间在大梁1和枕木2之间的接合部分处连接有接头配件3，并且在每个大梁1上安装有水平调节配件4.轨枕2是形成在与相邻的大梁1,1之间的内部尺寸相对应的长度上。每个轨枕2的两个端部通过接合板7和接合螺栓8经由接头连接到大梁1的侧部每个卧铺2的两端都通过接合板10和连接螺栓11通过液位调节配件4接合到大梁1上。（C）2011，JPO＆INPIT

6. 发明专利

JP2009185469A Beam flexual yielding preceding type frame 审中-公开
标题翻译：梁式柔性预应力型框架
公开(公告)号：JP2009185469A
公开(公告)日：2009-08-20
申请号：JP2008024339
申请日：2008-02-04
申请人： Kajima Corp , 鹿島建設株式会社
发明人： OGAWA YASUO , HAYASAKA HIROSHI , TAKATANI SHINJI , NAKAI TAKESHI , FUKUSHIMA TAKETO
IPC分类号： E04H9/02 , E04B1/24 , F16F7/12
摘要： PROBLEM TO BE SOLVED: To form a hinge inducing portion, used for making a beam yield while preceding a column, in an arbitrary position of a truss frame, in the frame in which the beam having a high rigidity as in the case of a truss beam is laid between the columns, in which a span between the columns is secured and in which a space with no column is secured under the beam.
SOLUTION: This flexural-yielding-of-beam preceding type frame comprises the columns 1, and the truss beam 6 which is laid between the adjacent columns 1 and 1 and which has upper and lower chords 2 and 3 and a strut material 4 erected on both the chords 2 and 3. The truss beam 6 is divided into a rigid area section 61 in a length direction, and a nonrigid area section 62 relatively lower in rigidity than the rigid area section 61. The hinge inducing portion 7, in which a hinge is formed in a preceding manner, is formed on a boundary between the rigid and nonrigid area sections 61 and 62.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了形成铰链引导部分，用于在桁架框架的任意位置中在柱前方使梁产生，在具有高刚度的梁的框架中，如在这种情况下桁架梁被放置在柱之间，其中柱之间的跨度被固定，并且在梁下面固定有没有柱的空间。解决方案：梁的弯曲屈曲梁前面的框架包括柱1和桁架梁6，其被布置在相邻的柱1和1之间，并且具有上和下和弦2和3以及支柱材料桁架梁6在长度方向上被分成刚性区域61和与刚性区域61相比刚性相对低的非刚性区域62.铰链引导部分7，其中铰链以前面的方式形成，形成在刚性和非刚性区域段61和62之间的边界上。版权所有（C）2009，JPO＆INPIT

7. 发明专利

JP2004218231A Bar arrangement structure for beam-column connection of reinforced concrete construction 审中-公开
公开(公告)号：JP2004218231A
公开(公告)日：2004-08-05
申请号：JP2003004925
申请日：2003-01-10
申请人： Kajima Corp , 鹿島建設株式会社
发明人： TAKATANI SHINJI , MARUTA MAKOTO
IPC分类号： E04B1/21
摘要： PROBLEM TO BE SOLVED: To provide a bar arrangement structure which enables beam reinforcements of a plurality of beams to be connected to a column by crossing one another at the same level, eliminating cover concrete unnecessary for the beam, and using the beam wherein cross sections of members are unified, in a beam-column connection of a reinforced concrete construction.
SOLUTION: This bar arrangement structure prevents the reinforcements of the beams, which are not located on the same line, from interfering with one another, and unifies the levels of the beam reinforcements, by shortening the anchorage length of one beam reinforcement, in a connection wherein the beams are connected to the column of the reinforced concrete construction in a state of crossing one another.
COPYRIGHT: (C)2004,JPO&NCIPI

8. 发明专利

JP2003321874A Coupling structure of steel-pipe column 有权
标题翻译：钢管联轴器结构
公开(公告)号：JP2003321874A
公开(公告)日：2003-11-14
申请号：JP2002132329
申请日：2002-05-08
申请人： Kajima Corp , 鹿島建設株式会社
发明人： TAKATANI SHINJI
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To enhance working efficiency by coupling steel-pipe columns together without the use of welding and a bolt in the construction of a building whose column is designed by using a steel pipe.
SOLUTION: A coupling material 3, which is made long enough to almost straddle both the mutually coupled steel pipe columns 1 and 2 with the same cross section and inscribed in the columns 1 and 2, is prefixed to either of the inner peripheries of the columns 1 and 2 in a state of being protruded from an end surface of one column 1 to the side of the other column 2; the column 2 is dropped into the side of the column 1; the coupling material 3 is inserted into the column 2; and an end surface of the column 2 is coupled to the column 1 in a state of butting against the end surface of the column 1.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了通过将钢管柱连接在一起而不使用焊接和螺栓来提高工作效率，建筑物的柱子通过使用钢管设计。解决方案：连接材料3被制成足够长的距离，几乎跨越相互连接的钢管柱1和2，并且具有相同的横截面并且内接在柱1和2中，前缀到内周中的任何一个的列1和2处于从一列1的端面向另一列2的侧面突出的状态; 柱2落入柱1的侧面; 联接材料3插入柱2中; 并且柱2的端面以与柱1的端面对接的状态联接到柱1。版权所有（C）2004，JPO

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