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1. 发明专利

JP2006097289A Structure of joint between vertical member and horizontal member 有权
标题翻译：垂直构件和水平构件之间的接合结构
公开(公告)号：JP2006097289A
公开(公告)日：2006-04-13
申请号：JP2004283109
申请日：2004-09-29
申请人： Hisahiro Hiraishi , Kajima Corp , Matsumura Gumi Corp , Ohbayashi Corp , Ohmoto Gumi Co Ltd , Okumura Corp , Penta Ocean Constr Co Ltd , Shimizu Corp , Takenaka Komuten Co Ltd , Toda Constr Co Ltd , 五洋建設株式会社 , 久廣平石 , 戸田建設株式会社 , 株式会社大本組 , 株式会社大林組 , 株式会社奥村組 , 株式会社松村組 , 株式会社竹中工務店 , 清水建設株式会社 , 鹿島建設株式会社
发明人： HIRAISHI HISAHIRO , EDO HIROAKI , OKA KOJI , HAYAKAWA KUNIO , SUZUKI NORIO , TOSAI HIROYUKI , TSUKAGOSHI HIDEO , KEI TAKAHIRO , ISHIOKA HIROSHI , IMANISHI TATSUYA
IPC分类号： E04B1/58 , E01D19/02 , E02D27/00 , E02D27/12 , E04B1/24 , E04C5/01
摘要： PROBLEM TO BE SOLVED: To enhance the deformation capacity and energy absorbing capacity of a vertical member by restraining a boundary surface between the vertical member and a horizontal member from being cracked and crushed by a shearing force, in a joint between the vertical member and the horizontal member connected to the vertical member.
SOLUTION: In the joint between the vertical member A and the horizontal member B, a reinforcement 1 is continuously arranged astride the vertical member A for reinforced concrete construction and the horizontal member B for the reinforced concrete construction. A vertical member-side embedment material 2 is arranged on the boundary surface between the vertical member A and the horizontal member B, or up to the vicinity of the boundary surface, in the vertical member A; a horizontal member-side embedment material 3 is arranged on the boundary surface between the vertical member A and the horizontal member B, or up to the vicinity of the boundary surface, in the horizontal member B; and end surfaces of both the embedment materials 2 and 3 are brought into contact with each other.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了通过限制垂直构件和水平构件之间的边界面由剪切力破裂和破碎来提高垂直构件的变形能力和能量吸收能力，在竖直构件构件和连接到垂直构件的水平构件。解决方案：在垂直构件A和水平构件B之间的接合处，跨越钢筋混凝土结构的垂直构件A和钢筋混凝土构造的水平构件B连续布置加强件1。垂直构件侧嵌入材料2设置在垂直构件A和垂直构件B之间的边界表面上，或者直到垂直构件A中的边界表面附近; 水平构件侧嵌入材料3布置在水平构件B中的垂直构件A和水平构件B之间的边界表面上，或者直到边界表面附近; 并且两个嵌入材料2和3的端面彼此接触。版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2006183311A Reinforcing structure of circumference of opening section in reinforced concrete beam 有权
标题翻译：加固混凝土梁开裂部分加固结构
公开(公告)号：JP2006183311A
公开(公告)日：2006-07-13
申请号：JP2004377171
申请日：2004-12-27
申请人： Hisahiro Hiraishi , Kajima Corp , Matsumura Gumi Corp , Ohbayashi Corp , Ohmoto Gumi Co Ltd , Okumura Corp , Penta Ocean Constr Co Ltd , Shimizu Corp , Takenaka Komuten Co Ltd , Toda Constr Co Ltd , 五洋建設株式会社 , 久廣平石 , 戸田建設株式会社 , 株式会社大本組 , 株式会社大林組 , 株式会社奥村組 , 株式会社松村組 , 株式会社竹中工務店 , 清水建設株式会社 , 鹿島建設株式会社
发明人： HIRAISHI HISAHIRO , EDO HIROAKI , OKA KOJI , HAYAKAWA KUNIO , SUZUKI NORIO , TOSAI HIROYUKI , TSUKAGOSHI HIDEO , KEI TAKAHIRO , ISHIOKA HIROSHI , IMANISHI TATSUYA
IPC分类号： E04C5/18
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure of the circumference of an opening section in a reinforced concrete beam capable of reinforcing the circumference of the opening section while increasing workability including bar arrangement workability and shearing proof stress when the opening section such as a through-hole for installation piping or the like is formed in a reinforced concrete construction beam. SOLUTION: When a plurality of diagonal reinforcing bars 6 are arranged to the circumference of the opening section 5 formed in the reinforced concrete construction beam l arranging upper end main bars 2, lower end main bars 3 and shear reinforcing bars 4 thereto, both diagonal reinforcing bars 6 and 6 are made as a set and are arranged by intersecting with each other. Hooks 6a and 6a are formed in both ends of each diagonal reinforcing bar 6, one hook 6a is engaged with the upper end main bars 2, and the other hook 6a is engaged with the lower end main bars 3. A set of the diagonal reinforcing bars 6 and 6 are arranged to both sides of the perpendicular containing the center on the perpendicular cross section at right angles to a material axis of the beam 1, and it is attached to one side of the perpendicular, these diagonal bars are arranged on both sides by holding the opening section 5. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够增强开口部的周长的钢筋混凝土梁的开口部的周缘的增强结构，同时提高包括杆配置可加工性和剪切应力的加工性，当开口部分作为用于安装管道等的通孔形成在钢筋混凝土结构梁中。解决方案：当多个对角钢筋6布置在形成在钢筋混凝土结构梁1中的开口部分5的圆周上时，将上端主杆2，下端主杆3和剪切钢筋4布置在其上，两个对角钢筋6和6都制成一组，并且彼此交叉排列。钩6a和6a形成在每个对角线钢筋6的两端，一个钩6a与上端主杆2接合，另一个钩6a与下端主杆3接合。一组对角加强杆6和6布置在垂直横截面上垂直于垂直于梁1的材料轴线的垂直中心的垂直的两侧，并且它连接到垂直线的一侧，这些对角条布置在两者上（C）2006年，JPO＆NCIPI

3. 发明专利

JP2008014065A Aseismatic reinforcing structure of existing building, and its construction method 审中-公开
标题翻译：现有建筑物的抗震加固结构及其施工方法
公开(公告)号：JP2008014065A
公开(公告)日：2008-01-24
申请号：JP2006187669
申请日：2006-07-07
申请人： Toda Constr Co Ltd , 戸田建設株式会社
发明人： MIWA AKIHIRO , KIKUTA SHIGEMI , NAKAHARA MASAKI , KOTAJIMA KIYOHIKO , ISHIZAKA TAKAYUKI , ISHIOKA HIROSHI , SUZUKI SHINYA
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an aseismatic reinforcing structure and an aseismatic reinforcing method of an existing building without needing troublesome time and labor.
SOLUTION: The aseismatic reinforcing structure 1 of the existing building is constructed by installing a reinforcing body 5 comprising an outer frame 6 and steel braces 7, in an opening 4 surrounded by columns 2 and beams 3, and filling fiber mortar 13 in clearance parts 12 between the outer frame 6 of the reinforcing body 5 and the inner surface of the opening 4.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供现有建筑物的抗震加固结构和抗震加固方法，而不需要麻烦的时间和劳动。解决方案：现有建筑物的抗震加固结构1通过在由柱2和梁3围绕的开口4中安装包括外框架6和钢支架7的加强体5构成，并将纤维砂浆13填充在增强体5的外框架6与开口4的内表面之间的间隙部分12.版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2011080287A Reinforcing structure of beam having large diameter opening, and unit for assembling k-letter shaped reinforcing bar 有权
标题翻译：具有大直径开口的梁的加强结构以及装配K型字母形状加固棒的单元
公开(公告)号：JP2011080287A
公开(公告)日：2011-04-21
申请号：JP2009234207
申请日：2009-10-08
申请人： Toda Constr Co Ltd , 戸田建設株式会社
发明人： NAKAHARA MASAKI , HAMANO TERUHISA , TERAMOTO HIROKI , FUKUMOTO NAOAKI , ISHIOKA HIROSHI , KIKUTA SHIGEMI , DENNO SATOSHI , SATO NAOKI , FUKUOKA SHIGERU
IPC分类号： E04C5/01 , E04C3/20
摘要： PROBLEM TO BE SOLVED: To solve such a problem that an opening can not be formed to have a large diameter in the design based on concrete strength, in a reinforcing structure of a beam having a large diameter opening. SOLUTION: In the beam structure having the opening, two diagonal reinforcing members 2 and a horizontal reinforcing member 3 are integrally connected and fixed to each other at the center of the horizontal reinforcing member by the intermediary of a connecting member 4 to form a K-letter shape to obtain a K-letter shaped reinforcing bar 1. In the reinforcing structure of the beam having the large diameter opening, a pair of K-letter shaped reinforcing bars 1 are arranged in vertically adjacent planes of the beams in a manner that the horizontal reinforcing bars are arranged parallel to upper and lower beam main bars respectively and that the pair of diagonal reinforcing members are arranged to face another pair thereof, so that the opening is surrounded and reinforced by the pair of K-letter shaped reinforcing bars 1, namely, two pairs of diagonal reinforcing members 2, 2. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题为了解决在具有大直径开口的梁的加强结构中，基于混凝土强度的设计中不能形成具有大直径的开口的问题。解决方案：在具有开口的梁结构中，通过连接构件4的中间，两个对角加强构件2和水平加强构件3一体地连接并固定在水平加强构件的中心处，以形成 K字母形状以获得K字形的钢筋1.在具有大直径开口的梁的加强结构中，一对K字形的钢筋1布置在梁的垂直相邻平面中水平钢筋分别平行于上梁和下梁主杆布置，并且一对对角加强件布置成面对另一对，使得开口被一对K字形加强件包围并加强钢筋1，即两对对角加强件2,2。版权所有（C）2011，JPO＆INPIT

5. 发明专利

JP2008303705A Aseismic control structure 审中-公开
标题翻译： ASEISMIC控制结构
公开(公告)号：JP2008303705A
公开(公告)日：2008-12-18
申请号：JP2008190723
申请日：2008-07-24
申请人： Kawaguchi Techno Solution Co Ltd , Toda Constr Co Ltd , 川口テクノソリューション株式会社 , 戸田建設株式会社
发明人： CHIBA OSAMU , MIWA AKIHIRO , KIKUTA SHIGEMI , ISHIOKA HIROSHI , SUZUKI SHINYA , EBISAWA HIROMICHI , ISHIZAKA TAKAYUKI , NAKAGAWA MITSUO , TAKAHASHI SHIGEJI , ARAKAWA GEN
IPC分类号： E04H9/02 , E04G23/02 , F16F15/02 , F16F15/023
摘要： PROBLEM TO BE SOLVED: To provide an aseismic control structure efficiently constructed by equalizing the amplification magnification of positive force application and negative force application of an aseismic control device, and suppressing the occurrence of noise/vibration/dust.
SOLUTION: The aseismic control structure 1 has an aseismic control device 6 composed of an outer frame 8 of the same shape as a frame 5 comprising columns 3 and beams 4 of a building 2, and a variable brace mechanism 9 formed by connecting the tip part of a damper 25 extended from one side of the other diagonal part of the outer frame 8, to the tip parts of a first brace 21 and a second brace 22 with the rear ends rotatably installed at one diagonal part of the outer frame 8. The seismic control devices 6 are installed in lateral symmetry at the frame 5 comprising the columns and beams of each floor of the building 2.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供通过均衡施加正向力的放大倍率和抗震控制装置的负力施加而有效构造的抗震控制结构，并且抑制噪声/振动/粉尘的发生。解决方案：抗震控制结构1具有抗震控制装置6，该防震控制装置6由与框架5相同形状的外框架8构成，框架5包括建筑物2的柱3和梁4，以及可变支撑机构9，从外框架8的另一个对角线部分的一侧延伸到第一支架21和第二支架22的尖端部分的阻尼器25的顶端部分，其后端可旋转地安装在外框架的一个对角线部分地震控制装置6在包括建筑物2的每个楼层的柱和梁的框架5处侧向对称地安装。版权所有（C）2009，JPO＆INPIT

6. 发明专利

JP2007162255A Seismically reinforcing method by using concrete blocks 有权
标题翻译：使用混凝土块的地震加固方法
公开(公告)号：JP2007162255A
公开(公告)日：2007-06-28
申请号：JP2005357353
申请日：2005-12-12
申请人： Toda Constr Co Ltd , 戸田建設株式会社
发明人： MIWA AKIHIRO , NAKAMURA SHIGERU , KIKUTA SHIGEMI , ISHIOKA HIROSHI , KOTAJIMA KIYOHIKO , NAKAHARA MASAKI , ARAI TOYOHITO
IPC分类号： E04G23/02 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a seismically reinforcing method by using concrete blocks, which contributes to shortening of a construction period and easy construction, and brings about comfortability with respect to ventilation and daylighting.
SOLUTION: According to the seismically reinforcing method by using concrete blocks, the concrete blocks 1 each having a square skeleton, diagonals 1b arranged in an internal space of the skeleton and having a desired thickness, arched reentrant corners 1c formed in four corners of the skeleton shown in Fig. 1, and a desired width, are stacked up on each other. Then cylindrical connection pins 3 are inserted into circular space portions or half-circular space portions each defined at the corners by the concrete blocks 1 adjacent to each other in the vertical and/or horizontal direction.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：通过使用混凝土块来提供地震增强方法，这有助于缩短施工周期和容易施工，并且在通风和采光方面带来舒适性。解决方案：根据采用混凝土块的地震增强方法，每个具有方形骨架的混凝土块1，布置在骨架的内部空间中并具有所需厚度的对角线1b，形成在四个角的拱形折入角1c 的骨架。 1和期望的宽度彼此堆叠。然后，圆柱形连接销3插入在垂直和/或水平方向上彼此相邻的混凝土块1在角落处限定的圆形空间部分或半圆形空间部分中。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2005220603A Structure of column/beam joint part 有权
标题翻译：柱/梁结构部分
公开(公告)号：JP2005220603A
公开(公告)日：2005-08-18
申请号：JP2004029214
申请日：2004-02-05
申请人： Toda Constr Co Ltd , 戸田建設株式会社
发明人： KIKUTA SHIGEMI , HATORI TOSHIAKI , YAMAUCHI MOICHI , TAKENAKA HIROYUKI , ISHIOKA HIROSHI
IPC分类号： E04B1/21 , E04B1/22 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To solve the problem of not sufficiently exhibiting its yield strength by using a reinforcement as a main reinforcement without using an ordinary PC steel material for introducing prestress, due to requiring much labor for securing a work space for tension work by lengthening of a construction period due to causing a danger in field work, in a conventional construction method for introducing the prestress into a column/beam joint part.
SOLUTION: In this column/beam joint structure, a joint member is formed by integrally forming a joint part of a column and a beam and an end part of the beam in a factory; a column main reinforcement and a beam main reinforcement 3 are arranged in a required position of the joint member; its end part projects from upper-lower end surfaces of the joint part and a connecting end surface of the beam; and the prestress is imparted to the integrated joining member 1 by the beam main reinforcement 3.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题为了解决通过使用增强件作为主要加强件而不使用普通的PC钢材料来引入预应力的问题，由于需要大量的劳动来确保用于张力的工作空间，因此不能充分展现其屈服强度的问题在通过将预应力引入柱/梁接头部分的常规施工方法中，由于在现场作业中引起危险而延长施工期的工作。解决方案：在该列/梁接头结构中，通过在工厂中一体地形成柱和梁的接合部分以及梁的端部和梁的端部而形成接合构件; 柱主加强件和梁主加强件3布置在接头构件的所需位置; 其端部从接头部分的上下端面和梁的连接端面突出; 并且通过梁主加固件3将预应力施加到一体接合构件1上。版权所有（C）2005，JPO＆NCIPI

8. 发明专利

JP2011017187A Base-isolating method for existing building 有权
标题翻译：现有建筑的基础隔离方法
公开(公告)号：JP2011017187A
公开(公告)日：2011-01-27
申请号：JP2009162541
申请日：2009-07-09
申请人： Toda Constr Co Ltd , 戸田建設株式会社
发明人： ISHIMARU TATSURO , YAGINUMA SHUNICHI , UENAGA MICHIRO , NISHIMURA TAKESHI , ISHIOKA HIROSHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a base-isolating method for an existing building, which enables construction to be performed by utilizing an existing column, when a footing beam and the like for temporarily bearing a load of the building do not exist in the existing building.SOLUTION: In this construction method for base-isolating the whole building by inserting a base-isolating device into the column of the existing building, a lower reinforcing portion 5 reinforcing a downside existing portion, and an upper reinforcing portion 12 formed on the periphery of the existing column midway through the existing column on an upside are formed as reaction members when the load of the existing building is temporarily borne by a temporary bearing support. In the base-isolating method for the existing building, required prestress is imparted to the upper reinforcing portion 12 by a tendon 10 which is embedded in the upper reinforcing portion 12 and which has its both ends exposed on the outside; and subsequently, the load of the existing building is temporarily borne by the temporary bearing support 13a and a jack 13b, which are arranged in a vertical section between the lower and upper reinforcing portions 5 and 12.
摘要翻译：要解决的问题：为了提供现有建筑物的基础隔离方法，其能够通过利用现有的塔进行施工，当用于临时承载建筑物的载荷的基脚梁等不存在于现有建筑物中时建筑物。在这种通过将现有建筑物的柱中插入基底隔离装置来将整个建筑物隔离的施工方法中，加强下部存在部分的下部加强部分5和形成在其上的上部加强部分12 当现有建筑物的载荷暂时由临时轴承支撑件承载时，在上侧的现有列中间的现有列的边缘形成为反作用构件。在现有建筑物的基础隔离方法中，通过嵌入在上加强部12中并且其两端露出在外侧的腱10将所需的预应力赋予上加强部12。并且随后，现有建筑物的载荷暂时由临时轴承支撑件13a和千斤顶13b承载，该突起部件布置在下部和上部加强部分5和12之间的垂直部分中。

9. 发明专利

JP2009249865A Concrete block for aseismatic reinforcing and method for aseismatic reinforcing using the same 有权
标题翻译：用于ASEISMATIC加固的混凝土块和使用它的ASEISMATIC加固方法
公开(公告)号：JP2009249865A
公开(公告)日：2009-10-29
申请号：JP2008096980
申请日：2008-04-03
申请人： Toda Constr Co Ltd , 戸田建設株式会社
发明人： MIWA AKIHIRO , KIKUTA SHIGEMI , ISHIOKA HIROSHI , SUZUKI SHINYA
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a method for aseismatic reinforcing with a concrete block, which improves a working efficiency, which requires a smaller space, and which generates low noise and low vibration.
SOLUTION: In this method for aseismatic reinforcing for reinforcing the inner surface of a structure formed of columns 6 and a beam 7, a desired quantity of steel pipe cotters 9 project from the columns and the beam toward the inner surface of the structure to be reinforced. Vertical reinforcements 12 are disposed between the steel pipe cotters on the beam side. The lowermost concrete blocks 1 are stacked. The concrete blocks 1 are assembled and stacked for each stage while disposing lateral reinforcements between the steel pipe cotters on the column side. After the concrete blocks 1 are assembled and stacked up to the lower side of the beam 7, a highly tough mortar kneaded at site is pressingly charged into the concrete blocks 1. A mold form is assembled in the space between the beam and the uppermost concrete block, and the highly tough mortar is charged into the mold form.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种用混凝土块进行抗震加固的方法，其提高了工作效率，这需要较小的空间，并且产生低噪音和低振动。解决方案：在用于加强由柱6和梁7形成的结构的内表面的抗震增强方法中，期望量的钢管孔9从柱和梁朝向结构的内表面突出加强。垂直加强件12设置在梁侧的钢管开口之间。堆叠最下面的混凝土块1。混凝土块1在每一级组装和堆叠，同时在柱侧的钢管开口之间设置侧向加强件。在将混凝土块1组装并堆叠到梁7的下侧之后，将在现场捏合的高强度砂浆按压加入到混凝土块1中。模具形式组装在梁和最上面的混凝土之间的空间中将高强度砂浆装入模具中。版权所有（C）2010，JPO＆INPIT

10. 发明专利

JP2009013782A Aseismic response control reinforcing construction method, its aseismic response control reinforcing body and aseismic response control reinforcing structure 审中-公开
标题翻译： ASEISMIC响应控制加固结构方法，其ASEISMIC响应控制加固体和ASEISMIC响应控制加固结构
公开(公告)号：JP2009013782A
公开(公告)日：2009-01-22
申请号：JP2008190727
申请日：2008-07-24
申请人： Kawaguchi Techno Solution Co Ltd , Toda Constr Co Ltd , 川口テクノソリューション株式会社 , 戸田建設株式会社
发明人： CHIBA OSAMU , MIWA AKIHIRO , KIKUTA SHIGEMI , ISHIOKA HIROSHI , SUZUKI SHINYA , EBISAWA HIROMICHI , ISHIZAKA TAKAYUKI , NAKAGAWA MITSUO , TAKAHASHI SHIGEJI , ARAKAWA GEN
IPC分类号： E04G23/02 , E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing construction method for solving a defect of increasing a difference in amplification power between positive actuation and negative actuation, when initial amplification power of an aseismic response control device of a building increases.
SOLUTION: An aseismic response control reinforcing body 1 is provided with an outer frame body 2 stored in a frame body surrounded by a column and a beam of the building, a first arm 3 having one end part joined by a pin to an end part of a lower structural material 2a of the outer frame body, a second arm 4 having one end part joined by a pin to a central part of an upper structural material 2c of the outer frame body, a connecting member 5 for joining a free end part of the first arm and the second arm at a desired angle by a pin, and a damper 6 rotatably connected to a corner part on the near side from the end part of the lower structural material and absorbing vibrational energy of the connecting member. The first arm, the second arm and the damper are bilaterally symmetrically arranged to the central part of the upper structural material, and thereby, the seismic response control reinforcing body 1 is formed by equalizing the amplification power as the whole damper in displacement in a frame of the outer frame body to the initial amplification power in the setting.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于解决在建筑物的抗震响应控制装置的初始放大功率增加时增加正致动和负驱动之间的放大功率差异的缺陷的加强构造方法。解决方案：抗震响应控制增强体1设置有存储在由柱和梁构成的框架体中围绕的框架体中的外框体2，第一臂3具有通过销连接到一端的一端部外框架主体的下部结构材料2a的端部，具有一端部的一端部与外框体的上部结构材料2c的中央部连接的第二臂4，连结部件5，第一臂和第二臂的端部通过销以期望的角度，以及阻尼器6，其可旋转地连接到距下部结构材料的端部的近侧上的角部，并且吸收连接构件的振动能。第一臂，第二臂和阻尼器相对于上部结构材料的中心部分左右对称地布置，由此，通过使作为整个阻尼器的放大功率均匀化来构成地震响应控制增强体1 的外框体的初始放大功率。版权所有（C）2009，JPO＆INPIT

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