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1. 发明专利

JP2010285797A Double tube structure frame 有权
标题翻译：双管结构框架
公开(公告)号：JP2010285797A
公开(公告)日：2010-12-24
申请号：JP2009140244
申请日：2009-06-11
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KOBAYASHI MIKIO , TSURUMAKI TOSHIHARU , SAKANO AKIFUMI , MAEDA SHOZO , HANAOKA KAZUHIRO
IPC分类号： E04B1/18 , E04B1/30 , E04H1/04
摘要： PROBLEM TO BE SOLVED: To provide a double tube structure frame with an inner periphery tube, an outer periphery tube, and a slab that connects these tubes as components which achieves switching of the layout state of a balcony on the same floor while overcoming the problem of columns becoming short from occurring, without increasing the height of the floor. SOLUTION: The double tube structure frame includes the inner periphery tube 2 composed of a line of a plurality of inner periphery columns 1, the outer periphery tube 5 composed of a line of a plurality outer periphery columns 4, and the slab 6 which connects the inner periphery tube 2 with the outer periphery tube 5. The outer periphery columns 4 are segmented on a plane surface into standard part columns 41 which are positioned in a standard part range 4A which is part of the range that includes a plurality outer periphery columns and a middle part columns 42 which are positioned in a middle part range 4B excluding the standard part range 4A. A normal frame 7 is connected to either the standard part columns 41 or the middle part columns 42 and a middle frame 8 with a cross-section shape between the normal frame and a reverse frame is connected to another one. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种双管结构框架，其具有连接这些管作为实现在同一楼层上的阳台布局状态的切换的内周管，外周管和板，克服了立柱不发生的问题，而不增加地板的高度。解决方案：双管结构框架包括由多个内周柱1的线构成的内周管2，由多个外周柱4的线构成的外周管5和板6 其将内周管2与外周管5连接。外周柱4在平面上分割为标准部柱41，其被定位在标准部分范围4A中，标准部分范围4A是包括多个外围部分的范围的一部分外围柱和位于不包括标准部件范围4A的中间部分范围4B中的中间部柱42。正常框架7连接到标准部件列41或中间部分列42，并且在正常框架和反向框架之间具有横截面形状的中间框架8连接到另一个。版权所有（C）2011，JPO＆INPIT

2. 发明专利

JP2011220009A Erection method of permanent sub-substructural column 审中-公开
标题翻译：永久性副结构柱的修正方法
公开(公告)号：JP2011220009A
公开(公告)日：2011-11-04
申请号：JP2010091091
申请日：2010-04-12
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MAEDA SHOZO , FUKUOKA ATSUNOBU , KUDO TOSHIAKI , KOBAYASHI KATSUNARI , NAKAZAWA MASAKI
IPC分类号： E02D29/045 , E02D13/10 , E04G21/18 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide an erection method of permanent sub-substructural column, in which a prefabricated pile is used at a part to be a foundation pile to shorten a construction period, an inexpensive H-steel can be used as a permanent sub-substructural column connected to the foundation pile, and the prefabricated pile and the permanent sub-substructural column are integrally erected, thus making the precision of permanent sub-substructural column erection as well as a frame and fixture therefor unnecessary.SOLUTION: A permanent sub-substructural column 10 made of H-steel is joined to an end of a prefabricated pile 8, and the outside of the permanent sub-substructural column 10 is covered with a steel pipe for embedding the pile as pincers 16. After an integrated pile consisting of the prefabricated pile 8, the permanent sub-substructural column 10 and the pincers has been hung down into a pile hole, the part of the pincers 16 is pulled down, thereby embedding the pile.
摘要翻译：要解决的问题：为了提供一种永久性的副下部柱的安装方法，其中在一部分使用预制桩作为基础桩来缩短施工期，便宜的H-钢可以用作连接在地基桩上的永久性的副下部柱体，预制桩和永久性的副下部柱体一体地竖立起来，从而使得永久的子下部立柱的安装精度以及框架和夹具不必要。解决方案：将由H型钢制成的永久性子结构柱10接合到预制桩8的端部，并且将永久的副下部立柱10的外侧覆盖有用于将桩嵌入的钢管钳子16.在由预制桩8组成的整体桩之后，永久的副下部柱10和钳子已经被挂在桩孔中，钳部16的一部分被拉下来，从而嵌入桩。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2008267074A Core-integrated aseismatic structure 有权
标题翻译：核心整合的ASEISMATIC STRUCTURE
公开(公告)号：JP2008267074A
公开(公告)日：2008-11-06
申请号：JP2007114531
申请日：2007-04-24
申请人： Kajima Corp , 鹿島建設株式会社
发明人： GOTO HITOSHI , MAEDA SHOZO , ONODERA TOSHIYUKI , NIWA TAKAKO , KITA NORIO , KONDO AKIHIRO
IPC分类号： E04H9/02 , E04B1/36 , E04B2/56
摘要： PROBLEM TO BE SOLVED: To secure a height dimension of an opening part, by enhancing a degree of freedom on a planar plan, by integrating aseismatic elements in two directions into a part in one plane, in a structure having a plane having a difference in a distance between the horizontal two directions (the long side and the short side). SOLUTION: This aseismatic structure has a plane shape of combining a plurality of planes 1-3 different in a width and the length in a plurality of directions, and is formed by arranging the aseismatic elements 4-6 of a continuous layer in the respective planes 1-3. Among the plurality of planes, the respective aseismatic elements 4 and 5 in any of the two planes 1 and 2, are arranged for turning in the direction for crossing with the length direction at an interval in the length direction of the respective planes 1 and 2. A core A is constituted by integrating a partial aseismatic element 7 into a part on the plane in at least any one plane among one plane 1 and the other plane 2, by turning the respective aseismatic elements 4 and 5 in the two planes 1 and 2 in the mutually crossing direction. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了通过增强平面平面上的自由度来确保开口部的高度尺寸，通过将两个方向上的抵抗元件整合成一个平面中的一部分，在具有平面的平面的结构中水平两个方向（长边和短边）之间的距离的差异。解决方案：该抗震结构具有在多个方向上组合宽度和长度不同的多个平面1-3的平面形状，并且通过将连续层的抗震元件4-6布置在各个平面1-3。在多个平面中，两个平面1和2中的任一个中的相应的抗震元件4和5布置成沿着各个平面1和2的长度方向上的间隔沿长度方向交叉的方向转动芯A通过在一个平面1和另一个平面2中的至少任何一个平面中的平面中的部分中的一部分中，通过转动两个平面1中的相应的抗震元件4和5而将该部分抗震元件7 2在相互交叉的方向。版权所有（C）2009，JPO＆INPIT

4. 发明专利

JP2006132205A Column-beam joint method for reinforced concrete structure 有权
标题翻译：用于加固混凝土结构的柱梁接头方法
公开(公告)号：JP2006132205A
公开(公告)日：2006-05-25
申请号：JP2004322672
申请日：2004-11-05
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MOBARA AKIRA , YAMAKAWA YUJI , YAMADA KAZUOMI , KIUCHI MASAHIRO , MAEDA SHOZO , MARUTA MAKOTO , NAGAI SATORU
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a method by which a beam main reinforcement can easily be arranged in a column-beam joint part having a plurality of column main reinforcement while a high precision is not required in manufacturing a pre-cast concrete beam.
SOLUTION: A column member 1B is erected on the column-beam joint part C1 already formed by joining a column member 1A and a beam member 2A. After erecting the column member 1B, two beam members 2B, 2B facing to each other are lowered. Then, straight reinforcements 4 are screwed into joint members 15 provided on the column member 1A and a rising portion 12, and panel-hoop reinforcements 5 are inserted from the inner side of the building in such a way that the panel-hoop reinforcements 5 are placed alternately with the straight reinforcements in the height direction. A shearing strength of a column-beam joint part C2 is increased by the straight reinforcement 4, the panel-hoop reinforcement 5 and a fixing nut 3 mounted at the tip end of a beam main reinforcement 22.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种方法，其中梁主加强件可以容易地布置在具有多个柱主加强件的柱梁接头部分中，而在制造预制混凝土中不需要高精度光束。解决方案：柱构件1B竖立在已经通过连接柱构件1A和梁构件2A已经形成的柱梁接头部分C1上。在竖立柱构件1B之后，彼此面对的两个梁构件2B，2B下降。然后，将直的增强件4拧入设置在柱构件1A和升降部分12上的接合构件15中，并且从建筑物的内侧插入面板箍增强件5，使得面板箍增强件5为与高度方向上的直加强器交替放置。柱梁接头部分C2的剪切强度通过直的加强件4，面板箍加强件5和安装在梁主加固件22的末端的固定螺母3增加。（C） 2006年，JPO＆NCIPI

5. 发明专利

JP2005330679A Beam structure composed of flange and web for steel construction 有权
标题翻译：用于钢结构的法兰和网构成的梁结构
公开(公告)号：JP2005330679A
公开(公告)日：2005-12-02
申请号：JP2004148721
申请日：2004-05-19
申请人： Kajima Corp , 鹿島建設株式会社
发明人： FUKADA YOSHIO , YOSHIGAI SHIGERU , TANAKA NAOKI , SAWAMOTO YOSHIKAZU , TOMITA AKIO , MAEDA SHOZO , TAKAHASHI SHINICHI , FUJIMOTO NOBUO , HYODO AKIRA
IPC分类号： E04C3/06
摘要： PROBLEM TO BE SOLVED: To bring about a reduction in cost, an improvement in design freedom, etc. by dispensing with, for example, an increase in the thickness of a web, particularly, of a short-span beam, and dispensing with, for example, the reinforcement of a flange at a conventional beam end, in an H-shaped cross-section beam structure of a beam-column frame of steel construction.
SOLUTION: In a steel beam 2 which is composed of the flange and the web for the beam-column frame of the steel construction, cross-sectional shapes (tw, tf and B) of the flange and the web at the beam end and the length L of the beam are set (tw/tf L/B
摘要翻译：要解决的问题：通过分配例如网的厚度，特别是短跨度梁的厚度的增加，降低成本，改善设计自由度等，以及在钢结构的梁柱框架的H形横截面梁结构中分配例如在常规梁端处的凸缘的加强。解决方案：在由钢结构的梁柱框架的凸缘和腹板组成的钢梁2中，凸缘和梁的梁的横截面形状（tw，tf和B）并且梁的长度L被设定为（tw / tf L / B <2√3），使得梁端的腹板2W的剪切屈服可以设定为小于凸缘2F的弯曲屈服中的剪切力在地震期间的梁端; 在凸缘的弯曲屈服之前的幅材剪切产生; 塑化区主要位于梁的腹板上; 由于大地震期间由于地震引起的疲劳累积，防止了梁柱接头和梁被破坏; 并且地震期间塑性吸收能量增加。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2004044100A Beam structure and beam end widening method 审中-公开
公开(公告)号：JP2004044100A
公开(公告)日：2004-02-12
申请号：JP2002199594
申请日：2002-07-09
申请人： Kajima Corp , Nippon Steel Corp , 新日本製鐵株式会社 , 鹿島建設株式会社
发明人： FUKADA YOSHIO , MAEDA SHOZO , YOSHIGAI SHIGERU , TANAKA NAOKI , SAWAMOTO YOSHIKAZU , KAWABATA NOBUHIRO , NAGATA MASAHIRO , SUZUKI TAKAHIKO
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a beam structure and a beam end widening method for fixing a horizontal rib plate to a flange with a small amount of welding.
SOLUTION: Double bevel groove machining is performed for a welding surface 10 of the horizontal rib plate 9 to a flange 7 with a non-welding part 27 left in the center thereof. The thickness of the non-welding part 27 is calculated as in the following. In the tip 13 of the horizontal rib, the state where the H-steel 5 reaches a bending strength M
u , that is, the state where the right stress intensity σ
2 of the flange 7 reaches tensile strength σ
u is
set to calculate the right stress intensity σ
1 at the beam end 11 according to a gradient 23 of moment diagram 21 of the beam 3. Supposing that the right stress strength P
1 of the horizontal rib plate 9 at the beam end 11 is transmitted by shear force between the horizontal rib plate 9 and the flange 7, the thickness of the non-welding part 27 is calculated so that the shearing stress strength τis below the final shearing strength τ
u . The beveled horizontal rib plate 9 is fixed to the flange 7 of the H-steel 5 by welding 15 to form the beam 3.
COPYRIGHT: (C)2004,JPO

7. 发明专利

JP2013249618A External facing material and structure 有权
标题翻译：外部材料和结构
公开(公告)号：JP2013249618A
公开(公告)日：2013-12-12
申请号：JP2012124362
申请日：2012-05-31
申请人： Kajima Corp , 鹿島建設株式会社
发明人： ABE TARO , MURAMATSU MASAHIRO , MAEDA SHOZO , TAKAHASHI SATOSHI , TONE ISAO , NAGAI TSUTOMU , KAWAMATA SHINICHI
IPC分类号： E04B1/36
摘要： PROBLEM TO BE SOLVED: To provide an external facing material, etc. capable of improving earthquake resistance of a structure, being constructed from the outside of the structure, and securing a wide space in the inside of the structure.SOLUTION: Horizontal members 11, 11 of pillar sections 20, 20 adjacent in a horizontal direction of a curtain wall 3 are connected to each other by a damping material 13. A plate 37 is provided in a lower end part of the pillar section 20, the pillar section 20 of an upper layer is arranged by passing two vertical pins 27 provided on the pillar section 20 of a lower layer through two holes 36 of the plate 37, and the pillar section 20 of an upper layer is vertically movable along the pins 27. When a horizontal force is applied to a structure 10 provided with a curtain wall 3 during an earthquake, etc., the curtain wall 3 rocks accompanying interlayer deformation of the structure 10, and in this case, a damping effect is obtained by the damping material 13.
摘要翻译：要解决的问题：提供一种从结构的外部构造的能够改善结构的抗震性的外部材料等，并且在结构的内部确保宽的空间。解决方案：水平构件11，在幕墙3的水平方向上相邻的柱部分20,20的11通过阻尼材料13彼此连接。板37设置在柱部分20的下端部分中，柱部分20 上层通过设置在下层的柱部20上的两个垂直销27通过板37的两个孔36布置，并且上层的柱部20沿着销27可垂直移动。当水平力施加到在地震等中设置有幕墙3的结构体10时，幕墙3伴随着结构体10的层间变形而变形，在这种情况下，阻尼材料1 3。

8. 发明专利

JP2012092604A Structure with built-in movable floor and method of constructing/modifying the same 有权
标题翻译：具有内置可移动地板的结构及其构造/修改方法
公开(公告)号：JP2012092604A
公开(公告)日：2012-05-17
申请号：JP2010241957
申请日：2010-10-28
申请人： Kajima Corp , 鹿島建設株式会社
发明人： TANAAMI MASAHITO , ASAMI KUNIKAZU , FUJISAWA MAKOTO , MAEDA SHOZO , TAKI MASAYA , ASAOKA SHIGERU , IWASAKI YASUNOBU
IPC分类号： E04B1/343
摘要： PROBLEM TO BE SOLVED: To distribute an immovable floor area to two or more parts and to increase the degree of freedom on the arrangement of a movable floor and the degree of freedom of a traffic line, in a structure with a built-in movable floor in which the floor of an arbitrary layer (story) arranged in a part of the area on a plane inside the structure is supported so as to be elevated and lowered as the movable floor and the level of the floor of each layer is freely changeable after the structure is completed.SOLUTION: A column/beam frame includes a plurality of main frames 2, 2 arrayed at an interval in one direction on a plane and a main girder 5 disposed between the adjacent main frames 2, 2 to connect the adjacent main frames 2, 2 with each other, and has a movable floor 6 which can be freely elevated and lowered arranged in the area on the plane other than the main frames 2, 2. The main frame 2 comprises frame columns 3 which face each other in a direction crossing the one direction and are constituted of a plurality of main columns 31, and a main beam 4 disposed between the frame columns 3, 3 facing each other. A stud 7 is arrayed between the main frames 2, 2 adjacent in the one direction, and the movable floor 6 is supported so as to be freely elevated and lowered by the stud 7 or by the main columns 31 and the stud 7.
摘要翻译：要解决的问题：为了将不动地面积分配到两个或更多个部分，并且增加了可移动地板的布置的自由度和交通线的自由度，在可动地板中，布置在结构内的平面内的区域的一部分中的任意层（故事）的地板被支撑为随着可移动地板和每层底板的水平而升高和降低结构完成后可自由更换。解决方案：柱/梁架包括在平面上以一个方向间隔排列的多个主框架2和布置在相邻主框架2,2之间的主梁5，以连接相邻的主框架2 2，并且具有能够自由地升降的可动底板6，其布置在除了主框架2之外的平面上的区域中。主框架2包括框架柱3，框架柱3在方向横跨一个方向，并且由多个主柱31和设置在彼此面对的框架柱3,3之间的主梁4构成。螺柱7排列在沿一个方向相邻的主框架2和2之间，并且可动底板6由支柱7或主柱31和螺柱7自由地升高和降低。
版权所有（C）2012，JPO＆INPIT

9. 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

10. 发明专利

JP2008111293A Beam-column connecting joint metal, and beam-column connection portion using the same 审中-公开
标题翻译：连接连接金属的梁柱和使用其的梁柱连接部分
公开(公告)号：JP2008111293A
公开(公告)日：2008-05-15
申请号：JP2006295833
申请日：2006-10-31
申请人： Kajima Corp , 鹿島建設株式会社
发明人： TANAKA NAOKI , SAWAMOTO YOSHIKAZU , OKAYASU TAKASHI , KANEKO TAKASHI , MAEDA SHOZO
IPC分类号： E04B1/58 , E04B1/24
摘要： PROBLEM TO BE SOLVED: To solve the problem of degradation of joint efficiency at a beam-column connection portion using a T-shaped cross-sectional joint metal that is connected to a flange of a column member and a flange of a beam member by means of high strength bolts, the degradation occurring when a plurality of bolt rows for connecting a T-flange of the joint metal to the column member, are arranged at the connection portion.
SOLUTION: The joint metal 1 has the T-flange 2 and a T-web 3 for connecting between the column member 6 having the flange 61 and the beam member 7 having the flange 71 via both the flanges 61, 71. The T-flange 2 is divided into two plate portions 21, 22 in a plate thickness direction. If the T-flange 2 is formed with a plurality of rows of insertion holes 2a into which the bolts 4 are inserted, in a width direction, the T-flange 2 is divided into the two plate portions 21, 22 in a zone between the insertion hole 2a close to the T-web 3 and the insertion hole 2a close to an end of the T-flange 2.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了解决使用连接到柱构件的凸缘和梁的凸缘的T形横截面接头金属在梁柱连接部分处的接合效率劣化的问题通过高强度螺栓，在连接部分处布置有用于将接头金属的T形凸缘连接到柱构件的多个螺栓列发生的劣化。解决方案：接头金属1具有T形凸缘2和T形腹板3，用于通过两个凸缘61,71连接具有凸缘61的柱构件6和具有凸缘71的梁构件7。 T形凸缘2在板厚方向上分成两个板部21,22。如果T形凸缘2形成有多个插入螺栓4的插入孔2a的宽度方向上的T形凸缘2，则在T形凸缘2之间的区域中分割成两个板部21,22 靠近T型腹板3的插入孔2a和靠近T形凸缘2的端部的插入孔2a。（C）2008，JPO＆INPIT

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