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1. 发明专利

JP2012030252A Welding method and welding device 有权
标题翻译：焊接方法和焊接设备
公开(公告)号：JP2012030252A
公开(公告)日：2012-02-16
申请号：JP2010171824
申请日：2010-07-30
申请人： Mitsubishi Heavy Ind Ltd , Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , 三菱重工業株式会社 , 三菱重工鉄構エンジニアリング株式会社
发明人： INOUE SHIGEO , MORISHITA KUNIHIRO , SUZUKI TOSHIMITSU , YAMAUCHI TAKASHI , MATAHARI SHINYA , TANAKA YUTAKA
IPC分类号： B23K9/02 , B23K9/00 , B23K26/20 , B23K37/06 , E01D19/12 , E01D21/00
摘要： PROBLEM TO BE SOLVED: To provide a method by which a penetration bead formed on the inside of a U-shaped rib prevents stress concentration even when fillet welding is performed from one face on the outside of the U-shaped rib.SOLUTION: In a method for welding a butting part between a deck plate 10 and a flange 24 of the U-shaped rib constituting a vertical plate, when an edge, which contacts with the deck plate 10, of the flange 24 is welded from one side (outside) of the flange 24, a penetration bead is formed on the other side (inside) of the flange 24 through the edge part. In this process, a backing strip 1 is arranged in a region, which corresponds to a region welded from the outside of the flange 24, inside the flange 24 so as to be brought into contact with the deck plate 10 and the flange 24. In the backing strip 1, chamfering C is formed in a region corresponding to the penetration bead.
摘要翻译：要解决的问题：提供一种形成在U形肋的内侧的贯通珠，即使在从U形肋的外侧的一个面进行角焊时也能够防止应力集中的方法。解决方案：在构成垂直板的U形肋的甲板10和凸缘24之间焊接对接部分的方法中，当与凸台24接触的边缘与台板10接触时从凸缘24的一侧（外侧）焊接，通过边缘部在凸缘24的另一侧（内侧）形成贯通珠。在该过程中，背衬条1布置在与凸缘24的外侧焊接的区域对应的区域中，以便与凸缘24和凸缘24接触。背衬条1，在对应于穿透珠的区域中形成倒角C. 版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2012240090A Welding method, welding equipment and steel floor board 有权
标题翻译：焊接方法，焊接设备和钢板
公开(公告)号：JP2012240090A
公开(公告)日：2012-12-10
申请号：JP2011113314
申请日：2011-05-20
申请人： Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社 , Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , 三菱重工鉄構エンジニアリング株式会社
发明人： INOUE SHIGEO , MORISHITA KUNIHIRO , SUZUKI TOSHIMITSU , YAMAUCHI TAKASHI , MATAHARI SHINYA , TANAKA YUTAKA
IPC分类号： B23K9/035 , B23K9/00 , B23K9/02 , B23K37/06
摘要： PROBLEM TO BE SOLVED: To provide a welding method by which a penetration bead for evading stress concentration is formed.SOLUTION: The length of dolly blocks 1 is made into a length which is divided the full length in the longitudinal direction y of a U-shaped rib 20 equally into n parts and n dolly blocks 1 and they are arranged in the longitudinal direction y of the U-shaped rib 20. When regions 1 are welded, the dolly blocks 1 which are arranged according to these regions 1 are pressed toward the U-shaped rib 20 so as to show with void arrows 1. When the welding of the regions 1 is finished, next, the welding of regions 2 is performed. Then, the dolly blocks 1 which are arranged according to the regions 2 are pressed toward the U-shaped rib 20 as shown by the void arrows 2. When the welding is moved from the regions 1 to the regions 2, the pressing of the dolly blocks 1 in the regions 1 are released. The procedure is repeated till the welding of regions n is finished, and the welding of the U-shaped rib 20 to a deck plate 10 is completed.
摘要翻译：要解决的问题：提供一种用于避免应力集中的渗透珠的焊接方法。解决方案：将小块1的长度制成长度，其将U形肋20的纵向y的全长分成n个部分和n个小块1，并且它们被布置在纵向 U形肋20的方向y。当区域1被焊接时，根据这些区域1布置的小车块1被压向U形肋20以便以空白箭头1表示。当焊接区域1完成，接下来，执行区域2的焊接。然后，如空隙箭头2所示，按照区域2排列的台车块1朝向U形肋20按压。当焊接从区域1移动到区域2时，区域1中的块1被释放。重复该过程直到区域n的焊接完成，并且U形肋20与甲板10的焊接完成。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2014148815A Reinforcement method 有权
标题翻译：加固方法
公开(公告)号：JP2014148815A
公开(公告)日：2014-08-21
申请号：JP2013017440
申请日：2013-01-31
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , 三菱重工鉄構エンジニアリング株式会社
发明人： TANIGUCHI NOZOMI , UEMURA HISASHI , SAITO MASAMITSU , OKA SHUNZO , SUZUKI TOSHIMITSU , YAMADA JUN , KITAGAWA JUNICHI , YURA SHINYA
IPC分类号： E01D22/00 , E01D1/00 , E01D2/00
摘要： PROBLEM TO BE SOLVED: To provide a new reinforcement method intended for not a column but a beam or a girder of a reinforced concrete structure viaduct.SOLUTION: A through-hole, through which a through bolt 28 passes, is provided in an approximately central part in a vertical direction or an almost equally allocated position and in a direction orthogonal to a horizontal direction, in a target horizontal part (vertical beam 6) to be reinforced. A U-shaped cross-section reinforcement member 22 is temporarily arranged by being applied to the target horizontal part, and the through bolt 28 passes through the through-hole of the vertical beam 6 from the outside of the side part of the reinforcement member 22 and is fastened by a nut 30 (fastener).
摘要翻译：要解决的问题：提供一种用于不是柱而不是钢筋混凝土结构高架桥的梁或梁的新的加固方法。解决方案：贯穿螺栓28穿过的通孔设置在大致中心在要加强的目标水平部分（垂直梁6）中垂直方向或几乎相等地分配的位置和与水平方向正交的方向。通过施加到目标水平部分而临时布置U形横截面加强构件22，并且贯穿螺栓28从加强构件22的侧部的外侧穿过垂直梁6的通孔并通过螺母30（紧固件）紧固。

4. 发明专利

JP2012036705A Joint structure of crossed portion of steel plate deck rib, and bridge 有权
标题翻译：钢板结构和桥梁交叉部分的接合结构
公开(公告)号：JP2012036705A
公开(公告)日：2012-02-23
申请号：JP2010180522
申请日：2010-08-11
申请人： Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , 三菱重工鉄構エンジニアリング株式会社
发明人： YAMAUCHI TAKASHI , SUZUKI TOSHIMITSU , OKA SHUNZO
IPC分类号： E01D19/12
摘要： PROBLEM TO BE SOLVED: To reduce the number of man-hours for manufacture and to prevent a crack from being formed in a lateral rib and a steel plate deck in such a manner as to start from an end of a portion welded to a longitudinal rib.SOLUTION: A steel plate deck 10 includes a floor slab 1 made of a steel material, a longitudinal rib 2 made of a steel material provided along a bridge axis direction on the undersurface of the floor slab 1, and a lateral rib 3 made of a steel material provided along a width direction orthogonal to the bridge axis direction on the undersurface of the floor slab 1. In a joint structure of a crossed portion of steel plate deck ribs, the mutually-crossed longitudinal and lateral ribs 2 and 3 of the steel plate deck 10 are joined to each other. The joint structure of the crossed portion of the steel plate deck ribs comprises a notched portion 31 which is provided in the lateral rib 3 in such a manner that the longitudinal rib 2 is inserted thereinto in a noncontact state, and a connecting member 5 which is made of a steel material for connecting the longitudinal and lateral ribs 2 and 3 together in the state of straddling the notched portion 31 together, by tightening a high-strength bolt G.
摘要翻译：要解决的问题：为了减少制造工时，并防止在侧肋和钢板甲板上形成裂缝，以从焊接到焊接的部分的一端开始纵肋。解决方案：钢板台面10包括由钢材制成的地板1，沿着桥梁轴线方向设置在钢板材1的下表面上的钢材制成的纵向肋2和侧肋3 由沿着与桥架轴线方向正交的宽度方向设置在钢板1的下表面上的钢材制成。在钢板甲板肋的交叉部分的接合结构中，相互交叉的纵向和横向肋2和3 的钢板甲板10彼此接合。钢板甲板肋板的交叉部分的接合结构包括：切口部分31，其设置在横向肋3中，使得纵向肋2以非接触状态插入其中;连接构件5为通过紧固高强度螺栓G，将钢筋材料用于连接纵向和横向肋2和3在一起的状态下连接在一起的状态。（C）2012，JPO＆INPIT

5. 发明专利

JP2014148811A Lateral frame structure and reinforcing member installation method 有权
标题翻译：侧框架结构和加固构件安装方法
公开(公告)号：JP2014148811A
公开(公告)日：2014-08-21
申请号：JP2013017436
申请日：2013-01-31
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , 三菱重工鉄構エンジニアリング株式会社
发明人： TANIGUCHI NOZOMI , UEMURA HISASHI , SAITO MASAMITSU , OKA SHUNZO , SUZUKI TOSHIMITSU , YAMADA JUN , KITAGAWA JUNICHI , YURA SHINYA
IPC分类号： E01D22/00 , E01D1/00 , E01D2/00
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing method for beams or girders of a new RC viaduct, by which a process for filling a clearance between a reinforcement object portion and a reinforcing member with a binding material can be simplified.SOLUTION: A reinforcing member 21 with a U-shaped cross-section is applied to a vertical beam 6 to be reinforced, and through bolts 25 are penetrated through both side parts of the reinforcing member and the vertical beam 6 and they are connected together. A clearance between the reinforcing member 21 and the vertical beam 6 (a side clearance D1, a bottom clearance D2, a bolt outer periphery clearance D3) is filled with grout as a binding material and thus a grout layer 28 is formed. The quality of material of the grout, the side clearance D1, the bottom clearance D2, the bolt outer periphery clearance D3, that is, a diameter of a through-hole 6h for the through bolt 25 are set such that: before the grout made to flow down from the side of one side portion of the side clearance D1 passes through the bottom clearance D2, rotates around to the side of the other side portion, and reaches an opening of the side of the other side portion of the through-hole 6h, the grout having passed through the through-hole 6h flows out from an opening of the side of the other side portion.
摘要翻译：要解决的问题：为了提供一种新的RC高架桥的梁或桁材的加固方法，通过该方法可以简化用于用加固材料填充加强物体部分和加强构件之间的间隙的过程。解决方案：加强构件将具有U形横截面的图21应用于要加强的竖直梁6，并且通过螺栓25穿过加强构件的两侧部分和垂直梁6并将它们连接在一起。加强构件21和垂直梁6之间的间隙（侧间隙D1，底部间隙D2，螺栓外周间隙D3）填充有作为粘结材料的浆料，因此形成了浆料层28。灌浆材料的质量，侧面间隙D1，底部间隙D2，螺栓外周间隙D3，即贯通螺栓25的通孔6h的直径被设定为：在灌浆成形之前从侧面间隙D1的一侧部侧向下流动的方式通过底部间隙D2，向另一侧部侧旋转，到达通孔的另一侧部侧的开口部如图6h所示，已经通过通孔6h的浆料从另一侧部分的侧面的开口流出。

6. 发明专利

JP2014148814A Design aid method, program and design aid device 有权
标题翻译：设计辅助方法，程序设计和辅助设备
公开(公告)号：JP2014148814A
公开(公告)日：2014-08-21
申请号：JP2013017439
申请日：2013-01-31
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , 三菱重工鉄構エンジニアリング株式会社
发明人： TANIGUCHI NOZOMI , UEMURA HISASHI , SAITO MASAMITSU , OKA SHUNZO , SUZUKI TOSHIMITSU , YAMADA JUN , KITAGAWA JUNICHI , YURA SHINYA
IPC分类号： E01D19/02 , E01D1/00 , E01D21/00 , G06F17/50
摘要： PROBLEM TO BE SOLVED: To realize a design aid of a method for filling a clearance between a reinforcing member and an object lateral bridge part by a binding material, by penetrating a penetration bolt through both side parts and the object lateral bridge part of the reinforcing member, by applying the reinforcing member of joining a viaduct column to a bottom part, to a beam or a girder (the object lateral bridge part) of a reinforced concrete structure viaduct.SOLUTION: A design aid method comprises: an assuming sectional force setting step (a step S2) of setting assuming sectional force of operating on a joining part between the object lateral bridge part and the viaduct column; a temporary setting step (a step S10) of setting a temporary arrangement constitution of the penetration bolt; a bearing force calculation step (steps S22-S28) of calculating first bearing force of the joining part to the bending moment of the viaduct column with one end part in a lateral bridge direction of the reinforcing member as the rotational center and second bearing force to axial force and shearing force in the joining part based on a temporary arrangement constitution; and an evaluation step (a step S30) of evaluating the temporary arrangement constitution based on the assuming sectional force, the first and second bearing forces and a given safety factor.
摘要翻译：要解决的问题：为了实现通过装订材料填充加强构件和物体侧桥部分之间的间隙的方法的设计辅助，通过穿透穿过螺栓穿过加强件的两侧部分和物体侧桥部分通过将高架桥的加强构件施加到底部，构件将其施加到钢筋混凝土结构高架桥的梁或梁（物体侧桥部）。解决方案：设计辅助方法包括：假设截面力设定步骤（步骤S2），其设置在所述物体侧桥部和所述高架桥列之间的接合部上进行操作的截面力; 设定贯通螺栓的临时配置结构的临时设定步骤（步骤S10）轴承力计算步骤（步骤S22-S28），其将所述接合部的第一承载力计算为所述高架桥的弯矩，所述第一承载力以所述加强构件的横向桥接方向的一个端部为旋转中心，第二承载力为基于临时配置构造的接合部中的轴向力和剪切力; 以及基于假设的截面力，第一和第二承载力以及给定的安全系数来评价临时配置构造的评估步骤（步骤S30）。

7. 发明专利

JP2014148812A Lateral frame structure 有权
标题翻译：侧框架结构
公开(公告)号：JP2014148812A
公开(公告)日：2014-08-21
申请号：JP2013017437
申请日：2013-01-31
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , 三菱重工鉄構エンジニアリング株式会社
发明人： TANIGUCHI NOZOMI , UEMURA HISASHI , SAITO MASAMITSU , OKA SHUNZO , SUZUKI TOSHIMITSU , YAMADA JUN , KITAGAWA JUNICHI , YURA SHINYA
IPC分类号： E01D22/00 , E01D1/00 , E01D2/00
摘要： PROBLEM TO BE SOLVED: To achieve reinforcement of an object lateral frame part (a beam or a girder) of a new RC viaduct, in which the degree of coupling between a reinforcing object part and a reinforcing member is further increased.SOLUTION: A reinforcing member 21 with a U-shaped cross-section is applied to a vertical beam 6 to be reinforced, and through bolts 25 are penetrated through both side parts of the reinforcing member and the vertical beam 6 and they are fixedly connected together by fasteners 26. A clearance between the reinforcing member 21 and the vertical beam 6 (a side clearance D1, a bottom clearance D2, a bolt outer periphery clearance D3) is filled with grout as a binding material and thus a grout layer 28 is formed. The fastener 26 includes a tightening operation part for fixedly fastening it to the through bolt 25 and a fitting part for fitting to a through-hole 21h of the reinforcing member 21. A force F1 from the vertical beam 6 to the through bolt 25 is transmitted by the grout layer 28, and a force F2 from the through bolt 25 to the reinforcing member 21 is transmitted by the fastener 26. Therefore, there is no transmission loss between the reinforcement object and the reinforcing member 21, thus achieving a firm and rigid connection.
摘要翻译：要解决的问题：为了实现新的RC高架桥的物体侧框架部分（梁或梁）的加固，其中加强对象部分和加强构件之间的联接程度进一步增加。解决方案：加强将具有U形横截面的构件21施加到待加强的竖直梁6，并且通过螺栓25穿过加强构件的两侧部分和竖直梁6，并且它们通过紧固件26固定地连接在一起。加强构件21和垂直梁6之间的间隙（侧间隙D1，底部间隙D2，螺栓外周间隙D3）填充有作为粘结材料的浆料，因此形成了浆料层28。紧固件26包括用于将其紧固到通孔25的紧固操作部分和用于装配到加强构件21的通孔21h的配合部分。从垂直梁6到直通螺栓25的力F1被传递并且从紧固件26传递从通孔25到加强件21的力F2。因此，加强件与加强件21之间没有传递损失，从而达到牢固且刚性连接。

8. 发明专利

JP2013040454A Steel slab u rib diaphragm structure and steel slab structure 审中-公开
标题翻译：钢板U RIB膜片结构和钢板结构
公开(公告)号：JP2013040454A
公开(公告)日：2013-02-28
申请号：JP2011176331
申请日：2011-08-11
申请人： Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , 三菱重工鉄構エンジニアリング株式会社 , Inoac Corp , 株式会社イノアックコーポレーション
发明人： YAMAUCHI TAKASHI , SUZUKI TOSHIMITSU , AWANO MAKOTO
IPC分类号： E01D19/12 , E01D1/00
摘要： PROBLEM TO BE SOLVED: To maintain sealability inside of a U rib held between diaphragms while preventing the occurrence of a crack starting from a terminal portion of a weld zone in an intersection of the U rib and a transverse rib.SOLUTION: A steel slab U rib diaphragm structure comprises a diaphragm 6 disposed in an area surrounded with an inner surface of a U rib and a lower surface of a slab so as to close, at both sides in a bridge axis direction, a joint part where the U rib provided under the slab is joined in the bridge axis direction. The steel slab U rib diaphragm structure further comprises an outer peripheral member 61 and an inner member 62. The outer peripheral member 61 is formed from a material softer than the U rib and is provided while continuing and adhering an outer peripheral portion to the inner surface of the U rib and the lower surface of the slab. The inner member 62 is formed from a hard material in comparison with the outer peripheral member 61, is provided in an inside portion of the outer peripheral member which is not adhered to the inner surface of the U rib and the lower surface of the slab, and maintains a shape of the outer peripheral member 61.
摘要翻译：要解决的问题：为了保持在隔膜之间保持的U肋内部的密封性，同时防止从U形肋和横向肋的交叉点的接合区的端部发生裂纹。解决方案：钢板U型肋片结构包括：隔膜6，设置在由U形肋的内表面和板的下表面围绕的区域中，以便在桥轴方向的两侧封闭，设置在板坯下方的U肋的接合部在桥轴方向上接合。钢板U肋膜结构还包括外周部件61和内部部件62.外周部件61由比U肋更软的材料形成，并且在将外周部分连续地粘附到内表面的U肋和板的下表面。内部构件62与外周构件61相比由硬质材料形成，设置在外周构件的未附着到U形肋的内表面和板的下表面的内侧部分中，并保持外周部件61的形状。（C）2013，JPO＆INPIT

9. 发明专利

JP2014200997A 金属材料の重防食塗装構造及び方法有权
标题翻译：金属材料的重型腐蚀保护涂层结构与方法
公开(公告)号：JP2014200997A
公开(公告)日：2014-10-27
申请号：JP2013078441
申请日：2013-04-04
申请人：三菱重工鉄構エンジニアリング株式会社 , Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , 広島化成株式会社 , Hiroshima Kasei Ltd , 株式会社シールドテクス , Shieldtechs Inc
发明人： SUZUKI TOSHIMITSU , NAGATOME KIMIAKI , TOMOYUKI MAKOTO
IPC分类号： B32B15/08 , B05D7/14 , B32B27/00 , C09D5/00 , C09D5/08 , C09D7/12 , C09D183/04 , C09D201/00
摘要：【課題】上塗層として例えば有機系塗料であるエポキシ樹脂系塗料を用いた場合、下地層として用いるシリコーン樹脂系塗料との付着性が良好な金属材料の重防食塗装構造及び方法を提供する。【解決手段】本発明に係る重防食塗装構造10は、金属基材(一般構造材料)11の表面に形成される無機系塗料からなる下地層12と、該下地層12の表面に形成される有機系塗料からなる上塗層13とからなり、下地層12が、金属粉(アルミニウム、亜鉛等)14を含有すると共に、この下地層12の表面において、金属粉14によって形成される微細な凹凸の凸部16の高さ(h)が、1〜51μmであり、隣接する凸部16,16同士の頂点間の距離径(d)が、1〜27μmである。【選択図】図1
摘要翻译：要解决的问题：为了提供重型防腐保护涂层结构和金属材料的方法，在使用作为有机涂层材料的环氧树脂基涂料作为表面涂层的情况下，例如，与用作底涂层的有机硅树脂基涂料实现良好的粘合性。本发明的重垢腐蚀保护涂层结构10由底涂层12组成，底层12由形成的无机涂层材料在金属基材（一般结构材料）11的表面和由在底涂层12的表面上形成的有机涂层材料构成的表面涂层13，而不仅底涂层12包括金属粉末（例如铝，锌等）14，但由金属粉末14在底涂层12的表面形成的微细凹凸的峰部16的高度（h）为1-51μm，w 在相邻的峰部16和16的顶点之间的距离（d）为1-27μm。

10. 发明专利

JP2014148813A Lateral frame structure 有权
标题翻译：侧框架结构
公开(公告)号：JP2014148813A
公开(公告)日：2014-08-21
申请号：JP2013017438
申请日：2013-01-31
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , Mitsubishi Heavy Industries Bridge & Steel Structures Engineering Co Ltd , 三菱重工鉄構エンジニアリング株式会社
发明人： TANIGUCHI NOZOMI , UEMURA HISASHI , SAITO MASAMITSU , OKA SHUNZO , SUZUKI TOSHIMITSU , YAMADA JUN , KITAGAWA JUNICHI , YURA SHINYA
IPC分类号： E01D22/00 , E01D1/00 , E01D2/00
摘要： PROBLEM TO BE SOLVED: To achieve reinforcement of an object lateral frame part (a beam or a girder) of a new RC viaduct, in which the degree of coupling between a reinforcing object part and a reinforcing member is further increased.SOLUTION: A reinforcing member 21 with a U-shaped cross-section is applied to a vertical beam 6 to be reinforced, and through bolts 25 are penetrated through both side parts of the reinforcing member and the vertical beam 6 and they are fixedly connected together by fasteners 26. A clearance between the reinforcing member 21 and the vertical beam 6 (a side clearance D1, a bottom clearance D2, a bolt outer periphery clearance D3) is filled with grout as a binding material and thus a grout layer 28 is formed. The fastener 26B includes a tightening operation part for fixedly fastening it to the through bolt 25 and a washer part for blocking a through-hole 21h of the reinforcing member 21 from the outside for allowing the through bolt 25 to pass therethrough. A grout layer 28 is formed also in the through-hole 21h. A force F1 from the vertical beam 6 to the through bolt 25 and a force F2 from the through bolt 25 to the reinforcing member 21 are transmitted by the grout layer 28. Therefore, there is no transmission loss between the reinforcement object and the reinforcing member 21, thus achieving a firm and rigid connection.
摘要翻译：要解决的问题：为了实现新的RC高架桥的物体侧框架部分（梁或梁）的加固，其中加强对象部分和加强构件之间的联接程度进一步增加。解决方案：加强将具有U形横截面的构件21施加到待加强的竖直梁6，并且通过螺栓25穿过加强构件的两侧部分和竖直梁6，并且它们通过紧固件26固定地连接在一起。加强构件21和垂直梁6之间的间隙（侧间隙D1，底部间隙D2，螺栓外周间隙D3）填充有作为粘结材料的浆料，因此形成了浆料层28。紧固件26B包括用于将其固定地紧固到通孔25的紧固操作部分和用于从外部阻挡加强构件21的通孔21h的垫圈部分，以允许贯穿螺栓25通过。在通孔21h中也形成有浆料层28。从垂直梁6到贯通螺栓25的力F1和从贯穿螺栓25到加强构件21的力F2通过浆料层28传递。因此，加强对象和加强构件之间不存在传递损失 21，从而实现牢固而僵硬的联系。

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