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1. 发明专利

JP2007182731A Joint method of steel pipe pole and joint jig 有权
标题翻译：钢管接头联合方法
公开(公告)号：JP2007182731A
公开(公告)日：2007-07-19
申请号：JP2006002562
申请日：2006-01-10
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： OGIWARA YUKIMASA , SHINADA SHUJI , FUJIMURA HIROSHI , TSUKAMOTO KIYOSHI , TAKI MASAYA , FUKUMOTO TOSHIYUKI , KUBOTA ATSUSHI , MIYASAKA TATSU , AZUMA SEIZABURO , SAWAIZUMI SHINICHI
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a joint method of a steel pipe column capable of easily and firmly connecting the lower end section of an upper column to the upper end section of a lower column with a bolted connection by utilizing joint plates for permanent installation and a drift pin as a temporary connection member and a joint jig.
SOLUTION: The joint plate 4 having a bolt hole 4a in both inside and outside of the upper end section of the lower column 1 and a joint nut 6 connected to the bolt hole 4a and the joint plate 3 having a bolt hole 3a are respectively temporarily fixed with the drift pin 9. The lower end section of the upper column 2 is confronted with the upper end section of the lower column 1, and the upper end side of the joint plate 4 and the upper end side of the joint plate 3 are respectively accompanied by both inside and outside of the upper column 2. Further, a joint bolt 5 is inserted in the bolt hole 4a of the joint plate 4 from each bolt hole 3a of the joint plate 3, and the front end of the joint bolt 5 is screwed on the joint nut 6.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢管柱的接合方法，其能够通过利用接合板将接头板通过螺栓连接容易且牢固地连接到上柱的下端部与下部塔的上端部永久安装和漂移销作为临时连接构件和接头夹具。解决方案：具有在下柱1的上端部的内部和外部的螺栓孔4a的接合板4和连接到螺栓孔4a的接合螺母6和具有螺栓孔3a的接合板3 分别与漂移销9暂时固定。上柱2的下端部分与下柱1的上端部分接合，接头板4的上端侧和接头的上端侧板3分别伴随着上柱2的内部和外部。此外，接头螺栓5从接合板3的每个螺栓孔3a插入接头板4的螺栓孔4a中，并且前端关节螺栓5拧在接头螺母6上。版权所有（C）2007，JPO＆INPIT

2. 发明专利

JP2007177403A Structure for tension-joining concrete-filled square steel-pipe column and beam together by using high tension bolt 有权
标题翻译：通过使用高张力螺栓将钢筋混凝土钢管柱和梁连接起来的结构
公开(公告)号：JP2007177403A
公开(公告)日：2007-07-12
申请号：JP2005373872
申请日：2005-12-27
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： AZUMA SEIZABURO , SAWAIZUMI SHINICHI , FUKUMOTO TOSHIYUKI , OGIWARA YUKIMASA , FUJIMURA HIROSHI , TSUKAMOTO KIYOSHI , YOSHIGAI SHIGERU , TAKI MASAYA , KUBOTA ATSUSHI , MIYASAKA TATSU
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a structure for tension-joining a concrete-filled square steel-pipe column and a beam together by using a high tension bolt, which employs a joint metal and the high tension bolt, and which can raise the highest proof stress of a joint by efficiently increasing the rigidity and tensile proof stress of the joint through the use of a simple structure.
SOLUTION: In the structure for tension-joining the concrete-filled square steel-pipe column and the beam together by using the high tension bolt 3, both side parts of the joint metal for joining the beam 4 to the square steel-pipe column 1 are tension-joined to a part near a corner part of the column 1 by using the high tension bolt 3; tension resisting and reinforcing members (a through-bolt 5 and the high tension bolt with an anchor function) with a shank for being embedded in concrete 6 inside the column 1 are inserted/fastened into the area, between the high tension bolt 3 and a tension joint, of the joint metal; and the concrete 6 is filled into/solidified in the column 1.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过使用采用接头金属和高张力螺栓的高压螺栓将混凝土填充的方钢管柱和梁一起拉伸接合的结构，并且其可以通过使用简单的结构有效提高接头的刚度和抗拉强度，提高接头的最高的抗冲击应力。解决方案：在通过使用高压螺栓3将混凝土填充的方钢管柱和梁一起拉伸接合的结构中，用于将梁4连接到方钢 - 管柱1通过使用高压螺栓3张紧到柱1的角部附近的部分; 具有用于嵌入在柱1内的混凝土6中的柄的抗张力和加强构件（贯穿螺栓5和具有锚定功能的高张力螺栓）被插入/紧固到高压螺栓3和张力接头，接头金属; 混凝土6在柱1中填充/固化。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2012154067A Shear force transmission structure at concrete column-beam joint 有权
标题翻译：混凝土梁梁剪切力传递结构
公开(公告)号：JP2012154067A
公开(公告)日：2012-08-16
申请号：JP2011012887
申请日：2011-01-25
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KUROKAWA YASUTSUGU , TAKI MASAYA , HANAOKA KAZUHIRO , TAHARA SHINICHIRO , FUKUMOTO TOSHIYUKI , NAGAI SATORU , KUBOTA ATSUSHI , FUTAMURA ARINORI
IPC分类号： E04B1/16 , E04B1/30
摘要： PROBLEM TO BE SOLVED: To provide a joint of a reinforced-concrete column member and a beam member provided with a steel plate for transmitting shear force from the beam member to the column member for enhancing transmission performance of the shear force from the beam member to the column member, which allows an arrangement of one steel plate to resist the shear force (vertical shear force) due to axial direction force from both directions across the column member.SOLUTION: A concrete column member 1 having a bar arrangement composed of a column main reinforcement 1a and a shear reinforcement 1b enclosing the column main reinforcement 1a is provided with a joint with a beam member 2 formed of reinforced-concrete or the like therein. A steel plate 4 is arranged at the joint, in parallel with the axial direction of the beam member 2, so as to form a vertical plane. The surface or the edge of the steel plate 4 is provided with a through hole 5, or a recess or a protrusion such as a rib 6. A shear reinforcement 1b of the column member 1 penetrates through at least one of the through-holes 5 of the steel plate 4.
摘要翻译：要解决的问题：为了提供钢筋混凝土柱构件和梁构件的接头，梁构件设置有用于将剪切力从梁构件传递到柱构件的钢板，以增强来自所述梁构件的剪切力的传递性能梁构件，其允许一个钢板的布置以抵抗由于横跨柱构件的两个方向的轴向力的剪切力（垂直剪切力）。解决方案：具有由柱主加强件1a和围绕柱主加强件1a的剪切加强件1b构成的杆布置的混凝土柱构件1设置有由钢筋混凝土等形成的梁构件2的接头在其中。钢板4与梁构件2的轴向平行地配置在接头处，形成垂直面。钢板4的表面或边缘设置有通孔5或凹部或诸如肋6的突起。柱构件1的剪切增强件1b穿过至少一个通孔5 的钢板4.版权所有（C）2012，JPO＆INPIT

4. 发明专利

JP2008280808A Flat slab structure 审中-公开
标题翻译：平板结构
公开(公告)号：JP2008280808A
公开(公告)日：2008-11-20
申请号：JP2007127874
申请日：2007-05-14
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KUBOTA ATSUSHI , FUKUMOTO TOSHIYUKI , OGIWARA YUKIMASA , FUJIMURA HIROSHI , MURAMATSU SEIICHI , YOSHIGAI SHIGERU , TAKI MASAYA , TSUKAMOTO KIYOSHI , MIYASAKA TATSU
IPC分类号： E04B1/04 , E04B5/32
摘要： PROBLEM TO BE SOLVED: To make a tendon exhibit a reinforcement effect to punching fracture so as to contribute to easing of inclusion of a shearing reinforcement material in a flat slab structure having a flat slab supported by a column.
SOLUTION: An unbonded tendon 3 is disposed around a column 1 so as to draw a curved line protruding toward a flat slab 2 in a view from the column 1 side. The tendon 3 is disposed around the column 1 to be vertically protruded up around the column 1 and protruded down in the center of the flat slab 2 or the vicinity thereof. The tendon 3 is disposed so as to surround at least two side surfaces of the column 1. A plurality of tendons 3 is juxtaposed on each side of the side surfaces of the column 1 so as to be disposed in a curved line shape in a plane view.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了使钢筋表现出对冲压断裂的增强作用，有助于将剪切增强材料包含在具有由塔支撑的平板的平板坯结构中。解决方案：将未粘结的钢筋3设置在柱1的周围，以便从柱1侧观察到朝平板2突出的曲线。腱3围绕柱1设置成围绕柱1竖直地突出并且在平板2的中心或其附近突出。腱3被设置为围绕柱1的至少两个侧表面。多个腱3并列在柱1的侧表面的每一侧上，以便在平面内以曲线形状设置视图。版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2006312839A Bolt joint structure and bolt joining device 有权
标题翻译：螺栓接头结构和螺栓接合装置
公开(公告)号：JP2006312839A
公开(公告)日：2006-11-16
申请号：JP2005136100
申请日：2005-05-09
申请人： Kajima Corp , 鹿島建設株式会社
发明人： FUJIMURA HIROSHI , TAKI MASAYA , FUKUMOTO TOSHIYUKI , MIYASAKA TATSU
IPC分类号： E04B1/48 , E04B1/24 , F16B5/02 , F16B37/04
摘要： PROBLEM TO BE SOLVED: To dispense with a conventional nut holder, welding work, and the like to temporarily fix a nut, hardware, or the like with simple work and sufficient strength in the case of temporarily fixing the nut, or the nut and hardware to the inside of a closed cross section in a building steel frame. SOLUTION: This bolt joint structure of placing a member B on top of one or two members A and joining them by a bolt, uses the bolt 1, the nut 2 into which the tip part of the bolt 1 is screwed, and a tubular temporary fixing member 3 through which the bolt 1 is inserted. The nut 2 is temporarily fixed to the inside of the member A by the tubular temporary fixing member 3, and after the member B is set, the member A and member B are fastened by the bolt 1, the nut 2 and a washer 4. A member used as the temporary fixing member 3 may be a steel pipe or the like with a locking flange 30 formed at one end by integral working or the like and with an external screw 31 formed at the other end, or a spring-like member with locking flanges 32, 33 formed at both ends and an axially parallel slit 34 formed over the whole axial direction. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：在暂时固定螺母的情况下，以简单的工作和足够的强度临时固定螺母，五金件等以暂时固定常规的螺母固定器，焊接作业等，或者螺母和五金件在建筑钢框架的封闭横截面的内部。解决方案：将构件B放置在一个或两个构件A的顶部并且通过螺栓连接的螺栓接头结构使用螺栓1，螺栓1的尖端部分被拧入的螺母2和管状的临时固定构件3，螺栓1插入其中。螺母2通过管状临时固定部件3临时固定在构件A的内部，在构件B被固定之后，构件A和构件B通过螺栓1，螺母2和垫圈4紧固。用作临时固定构件3的构件可以是具有锁定凸缘30的钢管等，其一端通过一体工作等形成，并且具有形成在另一端的外部螺钉31或弹簧状构件形成在两端的锁定凸缘32,33和在整个轴向方向上形成的轴向平行的狭缝34。版权所有（C）2007，JPO＆INPIT

6. 发明专利

JP2013189830A Variably rigid frame with damper function 审中-公开
标题翻译：具有阻尼功能的可变框架
公开(公告)号：JP2013189830A
公开(公告)日：2013-09-26
申请号：JP2012058438
申请日：2012-03-15
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KIYOKAWA TAKATOKI , FUKUMOTO TOSHIYUKI , TAGAMI ATSUSHI , AKIYAMA YASUSHI , SAWAMOTO YOSHIKAZU , TANAKA NAOKI , KANEKO TAKASHI , TAKAINE NORIKAZU
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To absorb energy by utilizing friction force during in-plane deformation of a frame including frame bodies of columns and beams and a brace mounted on the frame bodies while varying rigidity in a frame plane in multiple stages depending on axial force borne by the brace.SOLUTION: A variably rigid frame with a damper function includes frames 1 of columns 2 and beams 3, a brace 4 mounted on the frames 1, and gusset plates 51, 52 joined to the frames 1 at both axial end positions of the brace 4. The brace 4 is friction joined at both axial ends to the gusset plates 51, 52 on the respective sides in the state of being relatively movable in an axial direction depending on the axial force borne by itself. Friction force against the gusset plate 51 located at one end in the axial direction of the brace 4 is differentiated from friction force against the gusset plate 52 located at the other end.
摘要翻译：要解决的问题：通过利用包括柱和梁的框架体的框架在内的平面内变形时的摩擦力来吸收能量，以及安装在框架体上的支架，同时根据轴向力在多个阶段改变框架平面中的刚性具有阻尼功能的可变刚性框架包括列2和梁3的框架1，安装在框架1上的支架4和在框架1的两个轴向端部处连接到框架1的角撑板51,52 支架4在两个轴向端部处摩擦连接到各个侧面上的角撑板51,52，其在根据其自身承受的轴向力在轴向方向上可相对移动的状态。位于支架4的轴向一端的角撑板51的摩擦力与位于另一端的角撑板52的摩擦力不同。

7. 发明专利

JP2013189829A Yielding function separation type brace 审中-公开
标题翻译：焊接功能分离型
公开(公告)号：JP2013189829A
公开(公告)日：2013-09-26
申请号：JP2012058436
申请日：2012-03-15
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KIYOKAWA TAKATOKI , FUKUMOTO TOSHIYUKI , TAGAMI ATSUSHI , AKIYAMA YASUSHI , SAWAMOTO YOSHIKAZU , TANAKA NAOKI , OKAYASU TAKASHI , KUBOTA ATSUSHI
IPC分类号： E04H9/02 , F16F7/12 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a brace which is mounted in frames of columns and beams and has a yield part for yielding when receiving axial force, for functioning to bear the axial force and to yield in a separative manner while preventing the buckling of the yield part.SOLUTION: A brace 4 includes: a plurality of axial force members 5, 6 for bearing axial force, which are joined to face each other in a direction perpendicular to an action direction of the axial force; and a yielding member 7 shorter than each of the axial force members 5, 6, the yielding member 7 joined to the axial force members 5, 6 joined to each other while being held throughout the length between the axial force members 5, 6, and capable of yielding when the axial force members 5, 6 bear the axial force. The opposed axial force members 5, 6 are combined so that they are relatively movable each other in an axial direction when bearing the axial force in the state of being joined to each other across the yielding member 7.
摘要翻译：要解决的问题：提供一种安装在立柱和梁的框架中的支架，并且在承受轴向力时具有用于屈服的屈服部分，用于承受轴向力并以分离方式产生，同时防止支架4包括：多个用于承受轴向力的轴向力构件5,6，它们在垂直于轴向力的作用方向的方向上相互面对连接; 以及与轴向力构件5,6中的每一个相比较短的屈服构件7，接合到轴向力构件5,6的屈曲构件7被保持在轴向力构件5,6之间的整个长度上并且彼此接合，当轴向力构件5,6承受轴向力时能够屈服。相对的轴向力构件5,6被组合成使得它们在轴向方向上相对移动时，在轴向力的作用下，在横向穿过屈服构件7的状态下彼此接合。

8. 发明专利

JP2012197591A Yielding type brace with buckling suppression function 有权
标题翻译：带触头抑制功能的接触式接头
公开(公告)号：JP2012197591A
公开(公告)日：2012-10-18
申请号：JP2011062213
申请日：2011-03-22
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KUBOTA ATSUSHI , FUKUMOTO TOSHIYUKI , TAGAMI ATSUSHI , SAWAMOTO YOSHIKAZU , KANEKO TAKASHI , KIYOKAWA TAKATOKI , YOSHIGAI SHIGERU
IPC分类号： E04H9/02 , F16F7/00 , F16F7/12
摘要： PROBLEM TO BE SOLVED: To enable a brace, which is installed in a frame of a column or beam etc., and loaded with axial force during inter-layer deformation of the frame, to function to prevent whole bending buckling when loaded with axial compressive force although yielding when loaded with the axial force.SOLUTION: A brace 4 is sectioned axially into connection parts 41, 41 on both axial side parts which are joined to a frame 3, and a main body part 42 which is positioned between both the connection parts 41, 41, and loaded with the axial force. The main body part 42 is sectioned into a plasticization part 43 which is positioned in contact with at least one of both the connection parts 41, 41, and loaded with the axial force to be plasticized, and an elastic part 420 which is positioned on the opposite side from the connection part 41 with respect to the plasticization part 43, has relatively larger yield strength against the axial force than the plasticization part 43, and is not plasticized against the axial force. The plasticization part 43 and elastic part 420 are arrayed axially in series.
摘要翻译：要解决的问题：为了使得安装在柱或梁等的框架中的支架在框架的层间变形期间被加载轴向力，以用于在加载时防止整个弯曲弯曲具有轴向压缩力，尽管在承受轴向力时屈服。解决方案：支架4在与框架3接合的两个轴向侧部分上轴向地分成连接部分41,41，以及位于两个连接部分41和41之间的主体部分42，具有轴向力。主体部分42被分成塑化部分43，该塑化部分43定位成与两个连接部分41,41中的至少一个接触，并且被加载有待塑化的轴向力;以及弹性部分420，其位于与连接部41相对于增塑部43的相对侧相对于增塑部43具有相对于轴向力的相对较大的屈服强度，并且不会相对于轴向力而增塑。塑化部43和弹性部420串联地轴向排列。版权所有（C）2013，JPO＆INPIT

9. 发明专利

JP2014098269A Steel plate dowel and method of manufacturing steel plate dowel 有权
标题翻译：钢板瓦和钢板制造方法
公开(公告)号：JP2014098269A
公开(公告)日：2014-05-29
申请号：JP2012250533
申请日：2012-11-14
申请人： Kajima Corp , 鹿島建設株式会社
发明人： FUKUMOTO TOSHIYUKI
IPC分类号： E01D19/12 , E04B5/32
摘要： PROBLEM TO BE SOLVED: To suppress surplus materials in manufacture of a dowel and to make cutting and bar arrangement work efficient.SOLUTION: When two steel plates dowels 30a, 30b are manufactured from one rectangular steel plate 50, one end part 51 of the steel plate 50 is defined as a lower end part 311a of a base part 31a of a first steel plate dowel 30a and the other end part 52 of the steel plate 50 is defined as a lower end part 311b of a base part 31b of a second steel plate dowel 30b. An upper end part 312a of the base part 31a of the first steel plate dowel 30a and a contour predetermined line Ga of a projection part 32a, and an upper end part 312b of the base part 31b of the second steel plate dowel 30b and a contour predetermined line Gb of the projection part 32b are put one over the other to meet each other between the one end part 51 and the other end part 52 of the steel plate 50, and the contour predetermined lines are defined as cutting lines F. Then the steel plate 50 is cut along the cutting lines F to separate the first and second steel plate dowels 30a, 30b from each other.
摘要翻译：要解决的问题：抑制榫钉制造中的剩余材料，并且使切割和棒布置工作效率高。解决方案：当两个钢板榫钉30a，30b由一个矩形钢板50制成时，钢的一个端部51 板50被定义为第一钢板榫钉30a的基部31a的下端部311a，钢板50的另一端52被定义为第二钢的基部31b的下端部311b 板榫30b。第一钢板榫钉30a的基部31a的上端部312a和突出部32a的轮廓预定线Ga和第二钢板榫钉30b的基部31b的上端部312b和轮廓突出部32b的预定线Gb彼此重合，以在钢板50的一个端部51和另一个端部52之间彼此相遇，并且将轮廓预定线定义为切割线F.然后，沿着切割线F切割钢板50，以将第一和第二钢板销钉30a，30b彼此分开。

10. 发明专利

JP2011208434A Beam-column joint structure 审中-公开
标题翻译：梁柱结构
公开(公告)号：JP2011208434A
公开(公告)日：2011-10-20
申请号：JP2010077321
申请日：2010-03-30
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SAWAMOTO YOSHIKAZU , FUKUMOTO TOSHIYUKI , TANAKA NAOKI , OKAYASU TAKASHI , KUBOTA ATSUSHI , KIYOKAWA TAKAYO , YOSHIGAI SHIGERU , KUROKAWA YASUTSUGU , OKANO MASAAKI
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To suppress occurrence of shear buckling particularly in a section, at a distance from a flange of a steel column, of a web when the shear buckling of the web is suppressed by joining a rib to the web of a steel beam, in a beam-column joint in which the H-shaped cross-section steel beam is joined to the flange of the steel column and in which a horizontal haunch is joined astride the flange of the steel column and a flange of the steel beam.SOLUTION: A column-side vertical rib 4 is joined to both lateral surfaces of the web 2b of the steel beam 2 in a position at a distance from an end, to an intermediate portion of the steel beam 2, of the horizontal haunch 3; and an intermediate portion-side vertical rib 5 is joined to a portion, to the intermediate portion of the steel beam 2, of the column-side vertical rib 4.
摘要翻译：要解决的问题：当通过将肋连接到钢梁的腹板上来抑制幅材的剪切屈曲的抑制时，特别是在与钢柱的法兰相距一定距离的区段中，抑制剪切屈曲的发生在其中H形横截面钢梁连接到钢柱的凸缘并且横向竖向跨越钢柱的凸缘和钢梁的凸缘的梁柱接头中。解决方案：柱侧纵肋4在水平轴3的一端距离钢梁2的中间部分的距离处连接到钢梁2的腹板2b的两个侧表面; 并且中间部分侧纵肋5连接到柱梁侧纵肋4的钢梁2的中间部分。

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