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1. 发明专利

SG11201408825YA ANCHORING DEVICE FOR TRANSMITTING SHEARING FORCE WITH TENSILE RESISTANCE FUNCTION 未知
公开(公告)号：SG11201408825YA
公开(公告)日：2015-02-27
申请号：SG11201408825Y
申请日：2012-12-25
申请人： SHIOHARA HITOSHI , INOUE YOSHIO , SANKO TECHONO CO LTD , KSE NETWORK CO LTD , OHMOTO GUMI CO LTD
发明人： SHIOHARA HITOSHI , SATO TAKASHI , YAGISAWA YASUE , INOUE YOSHIO , YOKOTA KENJI , OKA KOJI

2. 发明专利

JP2013049954A Structure with vibration control reinforcement frame 有权
标题翻译：具有振动控制加固框架的结构
公开(公告)号：JP2013049954A
公开(公告)日：2013-03-14
申请号：JP2011186840
申请日：2011-08-30
申请人： Hitoshi Shiobara , 等塩原 , Kse Network Co Ltd , 株式会社KSE network , Ohmoto Gumi Co Ltd , 株式会社大本組
发明人： SHIOBARA HITOSHI , YOKOTA KENJI , OKA KOJI
IPC分类号： E04H9/02 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To construct a vibration control reinforcement frame without sacrificing a space of a lean-to when the lean-to such as a shop, a corridor or a warehouse is attached or when the lean-to is to be attached on the outside of a structure plane of a main structure when constructing the vibration control reinforcement frame for vibration-controlling and reinforcing the main structure on the outside of the structure plane of the main structure such as an existing or new concrete structure in parallel with the structure plane of the main structure.SOLUTION: In a structure with the vibration control reinforcement frame, a vibration control reinforcement frame 1 including columns 2 which are arrayed on the outside of the structure plane of a main structure 60 having frames 6 comprising columns and beams in parallel with the structure plane and are erected at an interval from each other, connecting beams 4 disposed between the columns 2, 2 adjacent to each other in a horizontal direction within the structure plane, and damper integrated type braces 5 for which a damper 52 is incorporated in a brace body 51 is added to the main structure 60 with a lean-to 64 attached on the outside of the structure plane. Side columns 7, 7 are arranged at both side positions in the horizontal direction within the structure plane of the main structure 60 of the lean-to 64, and at least column materials 21, 21 positioned at bottom parts of the columns 2, 2 on both sides in the horizontal direction within the structure plane, that configure the vibration control reinforcement frame 1, are erected on the side columns 7, 7 on both sides and are supported.
摘要翻译：要解决的问题：构建振动控制加强框架，而不牺牲稀疏空间，当倾斜到商店，走廊或仓库附近时，或者当倾斜为零时当构造用于对现有的或新的混凝土结构的主结构的结构平面的外侧的主结构进行振动控制和加强的振动控制加强框架时，在主结构的结构平面的外侧附接主体结构平面。解决方案：在具有振动控制加强框架的结构中，包括列2的振动控制加强框架1，列2排列在具有框架6的主结构60的结构平面的外侧，框架6包括平行于柱结构平面并且彼此间隔地竖立，在结构平面内沿水平方向彼此相邻的柱2,2之间的连接梁4和阻尼器一体式支架5，阻尼器52结合在其中支撑体51被附加到结构平面的外侧上的倾斜到64的主结构60中。侧柱7,7布置在在倾斜至64的主结构60的结构平面内的水平方向的两个侧面位置处，并且至少列材料21,21位于列2,2的底部上构成振动控制加强框架1的结构平面内的水平方向的两侧竖立在两侧的侧柱7,7上并被支撑。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2014169579A Connection structure of structure 有权
标题翻译：结构连接结构
公开(公告)号：JP2014169579A
公开(公告)日：2014-09-18
申请号：JP2013042084
申请日：2013-03-04
申请人： Hitoshi Shiobara , 等塩原 , Yoshio Inoue , 芳生井上 , Kse Network Co Ltd , 株式会社KSE network , Ohmoto Gumi Co Ltd , 株式会社大本組
发明人： SHIOBARA HITOSHI , INOUE YOSHIO , YOKOTA KENJI , OKA KOJI
IPC分类号： E04H9/02 , F16F15/023
摘要： PROBLEM TO BE SOLVED: To minimally restrain a dimension to be imparted to anchors, by equalizing a burden of the plurality of anchors for fixing a baseplate for joining an end part of an axial force member to a structure, to the structure, when installing the axial force member with a damper for reducing vibration, when relative displacement in the direction opposed between both structures, is caused, for example, between existing structures opposed at a distance.SOLUTION: While sharing axial force when both structures 1 and 2 are relatively displaced in the mutually opposite direction between the opposed structures 1 and 2, the axial force member 3 for generating damping force in the expansion by expanding in the axial direction, is installed toward the axial direction in the opposed direction of the structures 1 and 2, and both ends of the axial force member 3 are rotatably joined around the in-plane horizontal axis orthogonal to the axial direction of at least the axial force member 3 on a baseplate 4 fixed to a surface of the respective structures 1 and 2, and a plurality of anchors 5 turning in the parallel direction to the axial direction of the axial force member 3, are fixed to the structures 1 and 2 by penetrating through the baseplate 4, and are joined to the baseplate 4.
摘要翻译：要解决的问题：为了最小限度地限制给予锚的尺寸，通过平衡用于固定用于将轴向力构件的端部连接到结构的基板的多个锚的负担，结构，当安装轴向力构件具有用于减小振动的阻尼器，当在两个结构之间相对的方向上的相对位移时，例如在相对于一定距离的现有结构之间产生。解决方案：当结构1和2两者相对位移时共享轴向力在相对的结构1和2之间相互相反的方向上，沿着轴向方向膨胀产生膨胀的阻尼力的轴向力构件3沿着与结构1,2的相反方向的轴向安装，轴向力构件3的两端围绕至少轴向力构件的轴向正交的面内水平轴线可旋转地接合 3固定在各结构体1,2的表面上的基板4上，并且沿与轴向力构件3的轴向平行的方向转动的多个固定件5通过穿透结构1而固定在结构体1和2上底板4，并连接到底板4。

4. 发明专利

JP2013213338A Structure with vibration control reinforcement frame 有权
标题翻译：具有振动控制加固框架的结构
公开(公告)号：JP2013213338A
公开(公告)日：2013-10-17
申请号：JP2012083792
申请日：2012-04-02
申请人： Hitoshi Shiobara , 等塩原 , Kse Network Co Ltd , 株式会社KSE network , Ohmoto Gumi Co Ltd , 株式会社大本組
发明人： SHIOBARA HITOSHI , YOKOTA KENJI , OKA KOJI
IPC分类号： E04G23/02 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To arrange a reinforcement frame for imparting an earthquake-proof (vibration control) property from an indoor side by an interlayer basis even when the reinforcement frame cannot be added from an outdoor side to an existing structure which is composed of the frame of columns and beams in two horizontal directions and has the possibility of strength insufficiency for instance.SOLUTION: In a structure 1 for which a frame composed of columns 2 and beams 3 is configured on an outer peripheral side on a flat surface and exterior surfaces 4 passing through lateral columns 21 positioned on the outer peripheral side for sectioning the indoor and the outdoor are arranged in two horizontal directions, on the outdoor side of the lateral columns 21 and 21 that configure one of the exterior surfaces 4 and are arranged in parallel in the in-plane direction, an outer peripheral beam 6 directly or indirectly supported by the lateral columns 21 and 21 is disposed in parallel with the exterior surface 4. An earthquake-proof reinforcement frame 10 is arranged between the vertically adjacent outer peripheral beams 6 and 6 in parallel with the exterior surface 4 or between the outer peripheral beam 6 and the ground.
摘要翻译：要解决的问题：即使在加强框架不能从室外侧添加到由现有结构构成的现有结构的情况下，也可以设置用于通过中间层从室内侧施加防震（振动控制）特性的加强框架在两个水平方向上的列和梁的框架，并且具有例如强度不足的可能性。解决方案：在由平面和外表面的外周侧上构成由柱2和梁3组成的框架的结构1中 4通过位于外周侧的用于分隔室内和室外的侧柱21布置在两个水平方向上，在构成一个外表面4并且平行布置的侧柱21和21的室外侧在面内方向上，由侧柱21和21直接或间接支撑的外周梁6平行设置外表面4.在垂直相邻的外周梁6和6之间平行于外表面4或外周梁6和地面之间布置防震增强框架10。

5. 发明专利

JP2012117232A Structure with internal reinforcement frame 有权
标题翻译：结构与内部加固框架
公开(公告)号：JP2012117232A
公开(公告)日：2012-06-21
申请号：JP2010265961
申请日：2010-11-30
申请人： Kse Network Co Ltd , Ohmoto Gumi Co Ltd , Hitoshi Shiobara , 等塩原 , 株式会社KSE network , 株式会社大本組
发明人： SHIOBARA HITOSHI , YOKOTA KENJI , OKA KOJI
IPC分类号： E04H9/02 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To increase flexural rigidity in a short side direction (span direction) of a structure plane in a long side direction (ridge direction) and to reduce a difference from flexural rigidity in the long side direction, for an existing or newly provided structure such as a reinforced concrete structure or a steel structure for instance in which respective frames in the span direction and the ridge direction have frames of columns and beams and there may be a difference between the flexural rigidities in the long side direction (ridge direction) and the short side direction (span direction).SOLUTION: In the inside of a multilayer structure 1 in which the respective frames in the span direction and the ridge direction have the frames of columns 2 and beams 3 and a corridor 4 continued in the ridge direction is disposed between some columns 2, 2 arrayed in the span direction, an earthquake-resistant element 5 in the span direction is disposed in at least an underground bottom layer or more layers between the parallel columns 2 which configure the frame of the columns 2 and the beams 3 in the span direction passing through the column 2 at the intermediate part position in the ridge direction at least among the frames of the columns 2 and the beams 3 in the ridge direction and define the corridor 4.
摘要翻译：要解决的问题：为了增加在长边方向（脊方向）上的结构平面的短边方向（跨度方向）上的弯曲刚性并且减小与长边方向上的抗弯刚度的差异，为现有的或新提供的结构，例如钢筋混凝土结构或钢结构，例如其跨度方向和脊方向上的各个框架具有柱和梁的框架，并且在长边方向上的弯曲刚度之间可能存在差异（脊方向）和短边方向（跨度方向）。解决方案：在多个结构1的内部，其中跨越方向和脊方向上的各个框架具有列2和梁3的框架以及沿脊方向连续的走廊4布置在一些列2之间 2，沿跨度方向排列，跨度方向的抗震元件5设置在平行柱2之间的至少一个地下底层或更多层中，所述平行柱2构成柱2的框架和横梁3中的梁3 方向至少在列2和梁3的脊线方向之间至少在脊方向的中间部位位置处穿过柱2并限定走廊4.版权所有（C）2012，JPO＆INPIT

6. 发明专利

JP2014231706A 梁の継手構造有权
标题翻译：梁的接合结构
公开(公告)号：JP2014231706A
公开(公告)日：2014-12-11
申请号：JP2013113348
申请日：2013-05-29
申请人：等塩原 , Hitoshi Shiobara , 等塩原 , 芳生井上 , Yoshio Inoue , 芳生井上 , 株式会社KSE network , Kse Network Co Ltd , 株式会社KSE network , 株式会社大本組 , Ohmoto Gumi Co Ltd
发明人： SHIOBARA HITOSHI , INOUE YOSHIO , YOKOTA KENJI , OKA KOJI
IPC分类号： E04B1/58 , E04B1/24
摘要：【課題】柱に接合された、ウェブとフランジを有するブラケットと、ブラケットと同一断面の梁部材を両者に跨るフランジ用継手プレートとウェブ用継手プレートを用いて接合する上で、両継手プレートの露出を回避し、ウェブに関してフランジの片側の、互いに対向する面側にのみフランジ用継手プレートを配置しながらも、ブラケットと梁部材間での十分な応力伝達を可能にする。【解決手段】ブラケット2と梁部材3をウェブ21、31の中心に関して各フランジ22、23、32、33の幅方向両側の幅が相違する断面形状に形成し、フランジ用継手プレート4をブラケット2及び梁部材3のフランジ22、23、32、33の幅が大きい側の、互いに対向する面側に配置し、ウェブ用継手プレート5をブラケット2及び梁部材3のウェブ21、31の、フランジ用継手プレート4に面する側に配置する。【選択図】図1
摘要翻译：要解决的问题：为了在支架和梁构件之间充分地传递应力，通过避免两个接合板的暴露，同时在凸缘接合板仅在腹板上的凸缘的一侧的相对的表面侧上布置，通过使用跨接在其上的凸缘接合板和腹板接头板，将连接到柱上并具有腹板和凸缘的支架和与支架相同横截面的梁构件接合。解决方案：支架2和梁构件 3形成为在腹板21和31的中心上的各个凸缘22,23,32和33的宽度方向上的两侧的宽度不同的横截面形状，并且凸缘接合板4布置在支架2的凸缘22,23,32,33和梁构件3的宽度相对较大的一侧的表面侧，并且腹板接合板5布置在面向凸缘接合板4的一侧支架2的腹板21和31以及梁构件3。

7. 发明专利

JP2014066099A Shear reinforcement structure of concrete beam 有权
标题翻译：混凝土梁的剪力加固结构
公开(公告)号：JP2014066099A
公开(公告)日：2014-04-17
申请号：JP2012213374
申请日：2012-09-27
申请人： Hitoshi Shiobara , 等塩原 , Yoshio Inoue , 芳生井上 , Kse Network Co Ltd , 株式会社KSE network , Ohmoto Gumi Co Ltd , 株式会社大本組
发明人： SHIOBARA HITOSHI , INOUE YOSHIO , YOKOTA KENJI , OKA KOJI
IPC分类号： E04G23/02 , E04C5/18
摘要： PROBLEM TO BE SOLVED: To allow a plate as a reinforcement material to have both a function for preventing e.g., an existent concrete beam from being cracked and a function for preventing separation from the beam, in performing shear reinforcement on the beam.SOLUTION: In an end section of a reinforced-concrete beam 1 closer to a column 2, a plate 3 is overlapped to a side face of at least one side of both sides of the beam 1 in a width direction directly or via a filler 5. An anchor 4 penetrates the plate 3 in a thickness direction and reaches the inside of the beam 1. A plurality of stages of anchors 4 are disposed in a forming direction of the beam 1, and the plate 3 is joined to a side face of the beam 1 by fixing a portion of the anchor 4 closer to the beam 1 into the beam 1 while locking a head 4a of the anchor 4 in the plate 3 in an in-plane direction of the plate 3. The anchor 4 is formed from at least two portions of the head 4a capable of transmitting power to the plate 3 closer to the beam 1 in at least the in-plane direction and an out-of-plane direction of the plate 3, and a shaft 4b which is continued to the head 4a and fixed to the inside of the beam 1 and charges an axial tensile force in separating the plate 3 from the side face of the beam 1.
摘要翻译：要解决的问题：为了使板材作为增强材料具有防止例如存在的混凝土梁被破裂的功能和防止与梁分离的功能，在梁上进行剪切增强。解决方案：在钢筋混凝土梁1的靠近柱2的端部，板3与梁1的两侧的至少一侧的宽度方向的直接或通过填料5的侧面重叠。锚 4在厚度方向上穿透板3并到达梁1的内部。多个阶段的锚定件4沿梁1的成形方向设置，板3与梁1的侧面接合通过将锚固件4的一部分更靠近梁1固定到梁1中，同时将锚固件4的头部4a沿板3的面内方向锁定在板3中。锚4由至少两个头部4a的能够向板3闭合件传递动力的部分在板3的至少面内方向和面外方向上的梁1，以及连接到头部4a并固定到梁1的内部并将轴向将板3与梁1的侧面分离时的张力。

8. 发明专利

JP2012031587A Device for restraining support post in earthquake control and reinforcement frame structure 有权
标题翻译：在地震控制和加固框架结构中限制支持的装置
公开(公告)号：JP2012031587A
公开(公告)日：2012-02-16
申请号：JP2010170097
申请日：2010-07-29
申请人： Kse Network Co Ltd , Ohmoto Gumi Co Ltd , Hitoshi Shiobara , 等塩原 , 株式会社KSE network , 株式会社大本組
发明人： SHIOBARA HITOSHI , YOKOTA KENJI , OKA KOJI
IPC分类号： E04H9/02 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To enhance the damping effect of a damper-integrated brace disposed between support posts horizontally adjacent to each other inside the structure plane in an earthquake control and reinforcement frame structure which is constructed outside the structure plane of an existing or new main structure of concrete or the like and in parallel to the structure plane for earthquake control and reinforcement of the main structure.SOLUTION: Restraint devices 8 which permit the horizontal relative movement between the top portions of uppermost support post members 23 and restrain their vertical movements are constructed around support posts 2 positioned on horizontal both sides inside a structure plane in an earthquake control and reinforcement frame structure which comprises the support posts 2 arranged outside the structure plane of a main structure 60 including a frame 6 composed of posts and beams and in parallel to the structure plane and a damper-integrated brace 5 disposed between the support posts 2 and 2 adjacent to each other. The support post 2 is vertically separated into the plurality of support post members 21, 22 and 23, insulation devices 3 which permit the horizontal relative movement between the vertically separated support post members 21, 22 and 23, respectively, are disposed therebetween and joint beams 4 are arranged between the support post members 22 and 22 (23 and 23) adjacent to each other horizontally inside the structure plane.
摘要翻译：要解决的问题：为了增强设置在结构平面内水平相邻的支撑柱之间的阻尼器整体式支架的阻尼效果，该地震控制和加强框架结构构造在现有的结构平面之外或混凝土等的新主体结构，与主结构的地震控制和加固的结构平面平行。解决方案：允许在最上面的支撑柱构件23的顶部之间的水平相对运动并限制它们的垂直运动的约束装置8围绕在地震控制和加强的结构平面内的位于水平两侧的支撑柱2周围框架结构，其包括布置在主结构60的结构平面外部的支撑柱2，主体结构60包括由柱和梁构成的平行于结构平面的框架6，以及设置在相邻的支撑柱2和2之间的阻尼器整体支架5 对彼此。支撑柱2被垂直分隔成多个支撑柱构件21,22和23，允许在垂直分离的支撑柱构件21,22和23之间水平相对运动的绝缘装置3设置在它们之间，并且联接梁 4布置在结构平面内水平相邻的支撑柱构件22和22（23和23）之间。版权所有（C）2012，JPO＆INPIT

9. 发明专利

JP2013189750A Fixation component for transmitting shear force, with fixation maintaining function 有权
标题翻译：用于传动剪力的固定元件，具有固定维护功能
公开(公告)号：JP2013189750A
公开(公告)日：2013-09-26
申请号：JP2012054611
申请日：2012-03-12
申请人： Hitoshi Shiobara , 等塩原 , Sanko Techno Co Ltd , サンコーテクノ株式会社 , Kse Network Co Ltd , 株式会社KSE network , Ohmoto Gumi Co Ltd , 株式会社大本組
发明人： SHIOBARA HITOSHI , SATO TAKASHI , YAGISAWA YASUE , YOKOTA KENJI , OKA KOJI
IPC分类号： E04B1/41 , E04B1/21
摘要： PROBLEM TO BE SOLVED: To provide a fixation component bridging between a main structure and an additional structure such as an existing concrete structure and a new concrete structure constructed in contact therewith which can move independently from each other under horizontal force, which allows for the rotational deformation of the additional structure relative to the main structure and allows the additional structure to easily slide relative to a fixation component when both the structures transmit horizontal shear force.SOLUTION: A fixation component 4 comprises: a fixation part 41 which is fixed to either structure 1 of a main structure 1 and an additional structure 2; and a body part 42 which is embedded in another structure 2 and has a convex shaped surface adjacent to the other structure 2, such that the other structure 2 slides when both the structures 1 and 2 are relatively deformed, with a flat bottom face 421 adjacent to the fixation part 41. The outer size of the fixation part 41 on both sides of the action direction of bending moment is smaller than the outer size of the body part 42. At least the section adjacent to the fixation part 41 of the surface of the body part 42 is formed of a continuous curved surface in the sliding direction.
摘要翻译：要解决的问题：提供一种桥接在主结构和附加结构之间的固定部件，例如现有的混凝土结构和与其接触构造的新的混凝土结构，其可以在水平力作用下彼此独立地移动，这允许旋转当两个结构传递水平剪切力时，附加结构相对于主结构变形，并且允许附加结构相对于固定部件容易地滑动。解决方案：固定部件4包括：固定部件41，其固定到任一结构主结构1和附加结构2; 以及主体部分42，其嵌入在另一结构体2中，并且具有与另一结构体2相邻的凸形表面，使得当结构体1和2两者相对变形时，另一结构体2滑动，相邻的平坦底面421 弯曲力矩的作用方向的两侧的固定部41的外径小于主体部42的外径。至少与该固定部41的表面的固定部41相邻的部分主体部42由滑动方向的连续曲面形成。

10. 发明专利

JP2012219501A Junction structure for body structure 有权
标题翻译：身体结构的结构结构
公开(公告)号：JP2012219501A
公开(公告)日：2012-11-12
申请号：JP2011086085
申请日：2011-04-08
申请人： Hitoshi Shiobara , Kse Network Co Ltd , Ohmoto Gumi Co Ltd , 等塩原 , 株式会社KSE network , 株式会社大本組
发明人： SHIOBARA HITOSHI , YOKOTA KENJI , OKA KOJI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To avoid damage caused by collision with relative rotational deformation between two body structures (a main body structure and an additional body structure) which can act independently of each other when horizontal power is operated, such as e.g., an existent concrete body structure and a new concrete body structure constructed in contact therewith, when joining both the body structures in the state of allowing the relative rotational deformation around a rotation axis in the horizontal direction while attaining the transmission of a horizontal shear force between both the body structures.SOLUTION: In a main body structure 1, an expansion member 2 is expanded from a structure plane directed in a ridge direction to the outside in a span direction. On the structure plane of the main body structure 1 at a side of the expansion member 2 in the span direction, an additional body structure 6 is disposed which transmits a horizontal shear force in the ridge direction to the main body structure 1. The additional body structure 6 is joined to the main body structure 1. A connecting member 7 is expanded from a lower position of the expansion member in the additional body structure 6 to a side of the main body structure 1. A terminal portion of the connecting member 7 at the side of the main body structure 1 is joined to the main body structure 1 rotationally deformable with respect to the main body structure 1. Between the expansion member 2 and the additional body structure 6 and between the expansion member 2 and the connecting member 7, clearance is secured which allows the expansion member 2 to be rotationally deformable relatively to the additional body structure 6.
摘要翻译：要解决的问题：为了避免在水平动力操作时可以彼此独立地起作用的两个主体结构（主体结构和附加体结构）之间的相对旋转变形的碰撞造成的损坏，例如，现有的混凝土体结构和与其接触构造的新的混凝土体结构，当在允许相对于水平方向上的旋转轴线的相对旋转变形的状态下接合两个体结构时，同时在两者之间实现水平剪切力的传递身体结构。解决方案：在主体结构1中，膨胀构件2从沿着脊方向的结构面沿跨度方向扩展到外侧。在主体结构体1的膨胀构件2的跨度方向的一侧的结构面上，设置有向脊体方向传递水平方向的横向剪切力的附加体结构体6。结构体6与主体结构体1接合。连接部件7从附加体结构体6的膨胀部件的下部位置扩大到主体结构体1的一侧。连接部件7的端子部分主体结构1的侧面与主体结构体1相连接，主体结构体1相对于主体结构1可旋转地变形。在膨胀构件2和附加体结构6之间以及膨胀构件2和连接构件7之间，保持间隙，这允许膨胀构件2相对于附加体结构6可旋转变形。版权所有（C）2013，JPO＆INPIT

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