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1. 发明专利

JP2012001987A Joint structure of structure and anchoring device for joining structures used therein 有权
标题翻译：用于接合结构的结构和锚固装置的接头结构
公开(公告)号：JP2012001987A
公开(公告)日：2012-01-05
申请号：JP2010138837
申请日：2010-06-18
申请人： Ohmoto Gumi Co Ltd , Sanko Techno Co Ltd , Hitoshi Shiobara , サンコーテクノ株式会社 , 等塩原 , 株式会社大本組
发明人： SHIOBARA HITOSHI , SATO TAKASHI , OKA KOJI
IPC分类号： E04B1/21 , E04B1/38
摘要： PROBLEM TO BE SOLVED: To join two structures (a main structure and an additional structure) that can behave independently when a horizontal force is in active, for example, an existing concrete structure and a new concrete structure constructed adjacent to the existing one or the like, in a state that relative rotational deformation is permitted around a rotational axis in a horizontal direction while conveying the horizontal shear force between the two structures.SOLUTION: An anchoring device 3 is arranged astride a main structure 1 and an additional structure 2 that can behave independently from each other when a horizontal force is in active. The anchoring device 3 comprises: an anchoring member 4 that is arranged astride the boundary between the main structure 1 and the additional structure 2 and is provided with an insertion hole 42a passing through the thickness direction in a part thereof; and a bendable anchor 5 that passes through the anchoring member 4 so as to be anchored to both structures 1, 2. The anchoring member 4 is provided with an anchoring portion 41 which is anchored to one of the main structure 1 and the additional structure 2 and a body portion 42 which is anchored to the other structure and whose one surface on the other structure side is formed into a convex shape, which makes a relative rotational deformation of the structure 2 possible along the surface of the body potion 42.
摘要翻译：要解决的问题：为了连接当水平力处于活动状态时可以独立运行的两个结构（主结构和附加结构），例如现有的混凝土结构和与现有的相邻构造的新的混凝土结构一个或类似物，在两个结构之间输送水平剪切力的同时允许围绕水平方向的旋转轴线进行相对旋转变形的状态。解决方案：锚定装置3横跨主结构1和附加结构2布置，当水平力处于活动状态时，锚固装置3可以彼此独立地起作用。锚固装置3包括：跨越主结构1和附加结构2之间的边界布置的锚定构件4，并且在其一部分中设置有穿过厚度方向的插入孔42a; 以及可弯曲锚固件5，其穿过锚固构件4以锚固到结构1,2上。锚固构件4设置有锚固部分41，其锚固到主结构1和附加结构2之一以及主体部分42，其被固定到另一结构，并且另一结构侧的一个表面形成为凸形，这使得沿着主体部分42的表面可以使结构2相对旋转变形。
版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2010059717A Joint structure of structural body and anchoring member for shear force transmission used in the same 有权
标题翻译：结构体和连接结构用于其中使用的剪切力传递的结构体和锚固构件
公开(公告)号：JP2010059717A
公开(公告)日：2010-03-18
申请号：JP2008227762
申请日：2008-09-05
申请人： Ohmoto Gumi Co Ltd , Sanko Techno Co Ltd , Hitoshi Shiobara , サンコーテクノ株式会社 , 等塩原 , 株式会社大本組
发明人： SHIOBARA HITOSHI , HOSOKAWA YOJI , YAMAMOTO KENICHIRO , SATO TAKASHI , OKA KOJI
IPC分类号： E04G21/02 , E01D22/00
摘要： PROBLEM TO BE SOLVED: To enhance, when a new concrete-structural body adjacent to an existing concrete-structural body is constructed, shear force transmission efficiency between the two structures.
SOLUTION: In a joint structure wherein an anchoring member 3 is arranged over an old structure 1 and a new structure 2 adjacent to each other and a shear force caused when the new structure 2 is relatively displaced to the old structure 1 is transmitted to the old structure 1 via the anchoring member 3, a groove 1a is formed in the old structure 1 from the front face side, and the anchoring member 3 is formed of a flat-plate shaped body 31 superposed on a boundary face between the old structure 1 and the new structure 2 and an annular protrusion 32 formed on the rear face of the body 31 and fitted in the groove 1a. While at least a part of the body 31 in the thickness direction is positioned inside the new structure 2 and at least a part of the protrusion 32 in the thickness direction is positioned inside the old structure 1, the anchoring member 3 is embedded in the old structure 1 and the new structure 2.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了增强当与现有混凝土结构体相邻的新的混凝土结构体时，两个结构之间的剪切力传递效率。解决方案：在锚固构件3布置在彼此相邻的旧结构1和新结构2上的接合结构中以及当新结构2相对于旧结构1移位时引起的剪切力被传递通过锚固构件3到旧结构体1，从前表面侧在旧结构体1上形成有槽1a，并且锚固构件3由重叠在老式结构1之间的边界面上的平板状体31形成结构1和新结构2以及形成在主体31的后表面上并装配在槽1a中的环形突起32。主体31的厚度方向的至少一部分位于新结构体2的内部，厚度方向上的突出部32的至少一部分位于旧结构体1的内部，锚固部件3嵌入旧的结构1和新结构2.版权所有（C）2010，JPO＆INPIT

3. 发明专利

JP2005105768A Shearing resistance type anchoring device 有权
标题翻译：剪切电阻型锚固装置
公开(公告)号：JP2005105768A
公开(公告)日：2005-04-21
申请号：JP2003344173
申请日：2003-10-02
申请人： Ohmoto Gumi Co Ltd , Sanko Techno Co Ltd , Hitoshi Shiobara , サンコーテクノ株式会社 , 等塩原 , 株式会社大本組
发明人： SHIOBARA HITOSHI , HOSOKAWA YOJI , OKA KOJI
IPC分类号： E02D27/00 , E04B1/41 , F16B35/04
摘要： PROBLEM TO BE SOLVED: To avoid damage to a skeleton around an anchor resulting from the shortage of shearing strength and shearing rigidity by increasing the shearing strength and shearing rigidity of the adhesive system anchor.
SOLUTION: This shearing resistance type fixing device 1 comprises a base plate 8 installed on the surface of a concrete or the other fixed body 8, the anchor 3 inserted in a drilled hole 7a formed in the anchor body 7 and in which an anchor adhesive agent 9 is filled through an insert hole 8a of the base plate 8, an anchor nut 5 threaded with the head part 3a of the anchor 3 and anchoring the anchor 3 and the base plate 8 to the anchor body 7, and an adhesive agent 6 interposed between the base plate 8 and the anchor body 7. Since the adhesive agent 6 is interposed between the base plate 8 and the anchor body 7, the adhesive force of the adhesive agent 6 is added to the shearing resistance of the anchor 3 to increase the shearing strength and shearing rigidity of the anchor 3.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：通过提高粘合剂系统锚的剪切强度和剪切刚度，避免由于缺乏剪切强度和剪切刚度而导致锚固件周围的骨架损坏。解决方案：该抗剪切型固定装置1包括安装在混凝土表面上的基板8或另一个固定体8，锚固件3插入形成在锚固体7中的钻孔7a中，锚固粘合剂9通过基板8的插入孔8a填充，锚固螺母5与锚固件3的头部3a螺纹连接并将锚固件3和基板8锚固到锚固体7，并且粘合剂插入在基板8和锚固体7之间的试剂6.由于粘合剂6插入在基板8和锚固体7之间，粘合剂6的粘合力被加到锚固体3的剪切阻力提高锚固件3的剪切强度和剪切刚度。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2008267136A Shearing resistance type anchoring disk 审中-公开
标题翻译：抗剪型安装盘
公开(公告)号：JP2008267136A
公开(公告)日：2008-11-06
申请号：JP2008125022
申请日：2008-05-12
申请人： Ohmoto Gumi Co Ltd , Sanko Techno Co Ltd , Hitoshi Shiobara , サンコーテクノ株式会社 , 等塩原 , 株式会社大本組
发明人： SHIOBARA HITOSHI , HOSOKAWA YOJI , OKA KOJI
IPC分类号： E04B1/41 , E02D27/00 , F16B5/02 , F16B43/00
摘要： PROBLEM TO BE SOLVED: To avoid damage of a skeleton around an anchor caused by a shortage of shearing yield strength and shearing rigidity, by enhancing the shearing yield strength and the shearing rigidity of the adhesive system anchor.
SOLUTION: This disk 2 has an insertion hole 2c, and is installed on a surface of an anchoring object 7 bored with a bore hole 7a for anchoring the anchor 3, and anchors the anchor 3 fitted in the bore hole 7a in the anchoring object 7. A screw part 2b of threading a male screw on the outer periphery is formed on the surface, and the insertion hole 2c for inserting the anchor 3 is penetratingly formed in the axial direction in this screw part 2b.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过提高粘合剂系统锚的剪切屈服强度和剪切刚度，避免由于剪切屈服强度和剪切刚度不足导致的锚固体周围的骨架的损坏。解决方案：该盘2具有插入孔2c，并且安装在锚固物体7的表面上，钻孔孔7用于锚固锚固件3，并且锚固在孔眼7a中的锚固件3 在外表面上形成螺纹外螺纹部的螺纹部2b，在该螺钉部2b上沿轴向贯通形成有用于插入锚固件3的插入孔2c。版权所有（C）2009，JPO＆INPIT

5. 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。

6. 发明专利

JP2005126894A Earthquake resisting frame using damper-integrated brace, and oil damper for use therein 有权
标题翻译：使用阻尼器整合式地板的地震电阻框架及其使用的油阻尼器
公开(公告)号：JP2005126894A
公开(公告)日：2005-05-19
申请号：JP2003360169
申请日：2003-10-21
申请人： Ohmoto Gumi Co Ltd , Sanko Techno Co Ltd , Hitoshi Shiobara , サンコーテクノ株式会社 , 等塩原 , 株式会社大本組
发明人： SHIOBARA HITOSHI , HOSOKAWA YOJI , OKA KOJI
IPC分类号： E04H9/02 , F16B35/04 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide an earthquake resisting frame which is for use in reinforcing a skeleton of an existing reinforced concrete structure, for example, by retrofitting braces thereto, and reduces drawing force applied to a base plate of the skeleton, to thereby minimize damage of the skeleton. SOLUTION: The earthquake resisting frame is formed of a frame 3 consisting of columns 1 and beams 2, damper-integrated braces 4 each consisting of a brace main body 41 and a damper 42 incorporated therein. The damper-integrated braces 4 are erected in two directions in the same structural plane, and each damper-integrated brace has both ends thereof connected to the base plate 5 which are anchored to the frame 3. According to the earthquake resisting frame, when each damper-integrated brace 4 bears compressive force, the damper 42 exerts resistance force while generating damping force, whereas when the damper-integrated brace bears pulling force, the damper 42 does not generate damping force to the same extent as that exerted when the compressive force is borne. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种用于增强现有钢筋混凝土结构的骨架的抗震框架，例如通过对其进行改装，并且减小施加到骨架的基板的拉力，从而使骨架的损伤最小化。解决方案：抗震框架由框架3形成，该框架3由列1和梁2组成，阻尼器整合的支架4，每个支架4由结合在其中的支撑主体41和阻尼器42组成。阻尼器整合的支架4在相同的结构平面中竖立在两个方向上，并且每个阻尼器一体化的支架的两端连接到锚固到框架3的基板5上。根据抗震框架，当每个阻尼器整体式支架4承受压缩力，阻尼器42在产生阻尼力的同时施加阻力，而当阻尼器整体支撑件承受拉力时，阻尼器42不产生与当压缩力是承担版权所有（C）2005，JPO＆NCIPI

7. 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。

8. 发明专利

JP2005256436A Seismic reinforcing frame structure and seismic structure using the same 有权
标题翻译：地震加固框架结构和地震结构使用相同
公开(公告)号：JP2005256436A
公开(公告)日：2005-09-22
申请号：JP2004069995
申请日：2004-03-12
申请人： Kozo Keikaku Engineering Inc , Ohmoto Gumi Co Ltd , Hitoshi Shiobara , 等塩原 , 株式会社大本組 , 株式会社構造計画研究所
发明人： SHIOBARA HITOSHI , OKUZONO TOSHIFUMI , OKA KOJI
IPC分类号： E04H9/02 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To prevent unnecessary bending moment and shearing force from being applied to a support which constitutes a seismic reinforcing frame, in arranging the seismic reinforcing frame structure irrespective of an existing structure or a new structure. SOLUTION: The seismic response control reinforcing frame structure 7 is constituted of a support 4 which is erected between a relatively lower layer side slab 2 or subsoil and an upper layer side slab 3 and are vertically separated into upper and lower support members 41, 42, of an insulating device 5 which is interposed between the upper and lower support members 41, 42 and allows both the supports members 41, 42 to relatively move horizontally therebetween, and of a damper integrated brace 6 bridged between the support 4 and the slabs 2, 3 or the subsoil. The support member 41 located at the lowermost part is connected to either the lower layer side slab 2 or the subsoil, the support member 42 located at the upper most part is connected to the upper layer side slab 3, one end of the damper integrated brace 6 is connected to either the support member 41 at the lowest part of the support 4 or the support member 42 at the upper most part, the other end being connected to the upper layer side slab 3 or to the lower layer side slab 2 or to the subsoil. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了防止不必要的弯矩和剪切力施加到构成抗震加强框架的支撑件上，而不管现有结构或新结构如何，布置地震加固框架结构。解决方案：地震响应控制加强框架结构7由竖立在相对较低层侧板2或下层和上层侧板3之间的支撑件4构成，并且垂直分隔成上部和下部支撑构件41 一个隔离装置5，其插入在上支撑构件41,42之间，并且允许两个支撑构件41,42在它们之间水平地相对移动;以及缓冲器整体支架6，桥接在支撑件4和支架4之间。板2,3或底土。位于最下部的支撑构件41连接到下层侧板2或下层，位于最上部的支撑构件42连接到上层侧板3，阻尼器一体支架的一端 6在支撑件4的最下部的支撑构件41或最上部的支撑构件42上连接，另一端连接到上层侧板3或下层侧板2，或者连接到底土。版权所有（C）2005，JPO＆NCIPI

9. 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

10. 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。

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