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1. 发明专利

JP2011006947A Reinforcing structure of masonry construction wall, masonry construction wall, masonry structure, and method of reinforcing masonry construction wall 审中-公开
标题翻译：建筑墙体施工结构，建筑墙体，施工结构及加固施工方法
公开(公告)号：JP2011006947A
公开(公告)日：2011-01-13
申请号：JP2009152340
申请日：2009-06-26
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MIYAUCHI YASUMASA , KOBAYASHI NAGAHITO , KITAJIMA YUTAKA , KURAHASHI MITSUHIRO , YAMAMOTO MASATO , OUSALEM HASSANE , TAKEUCHI MITSURU , TAKAHASHI HIROSHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To prevent a liquid component in a filling material from exuding to a wall face of a masonry construction wall while preventing rust of a tendon inserted into a through-hole with the filling material.SOLUTION: Since a sheath pipe 90 is arranged between an inner wall of the through-hole 150 and a PC steel rod 300, the liquid component (water in the case of grout 158) of the grout 158 is prevented from penetrating a joint material 12 between bricks 10 and exuding to the wall face (the obverse surface) 101 of a brick wall 100.
摘要翻译：要解决的问题：防止填充材料中的液体成分渗出到砖石结构壁的壁面，同时防止用填充材料插入到通孔中的腱的锈蚀。解决方案：由于护套管90是布置在通孔150的内壁和PC钢杆300之间，防止了水泥浆158的液体成分（水浆158的水）渗入砖10之间的接合材料12并渗出到壁砖墙100的表面（正面）101。

2. 发明专利

JP2010281034A Structure for reinforcing masonry wall, and masonry structure 有权
标题翻译：用于加强墙壁结构和MASONRY结构
公开(公告)号：JP2010281034A
公开(公告)日：2010-12-16
申请号：JP2009132717
申请日：2009-06-02
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MIYAUCHI YASUMASA , KOBAYASHI NAGAHITO , KITAJIMA YUTAKA , KURAHASHI MITSUHIRO , YAMAMOTO MASATO , OUSALEM HASSANE , TAKAHASHI HIROSHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To enhance earthquake-resisting performance of a mason wall by improving the effect of restraining out-of-plane deformation of a masonry wall from being caused by a tendon.
SOLUTION: A compressive force is applied between the upper and lower ends 120 and 110 of a brick wall 100 by means of a plurality of prestressing bars 302 which penetrate between the upper and lower ends 120 and 110 of the brick wall 100 and to which a tensioning force is applied. A frictional force, which acts between bricks 10 and on the boundary face between the brick 10 and a joint material 12, is improved by the compressive force applied by the prestressing bars 302, so that the in-plane deformation of the brick wall 100 can be suppressed. Additionally, the prestressing bars 302 are arranged away in the out-of-plane direction of the brick wall 100 in a lateral view. Thus, the effect of serving as a reinforcing bar for suppressing the out-of-plane deformation of the brick wall 100 is exerted to improve the effect of suppressing the out-of-plane deformation of the brick wall 100. Thus, the effect of restraining the out-of-plane deformation of the brick wall 100 from being caused by a prestressing bar 300 is improved in comparison with a constitution in which the prestressing bars 302 are not arranged away in the out-of-plane direction of the brick wall 100.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：通过改善抑制砌体墙体的外部外部变形不受腱引起的影响，从而提高泥浆墙的抗震性能。解决方案：借助于穿过砖墙100的上下端120和110之间的多个预应力杆302，在砖墙100的上端120和下端110之间施加压缩力，以及施加张紧力。通过由预应力杆302施加的压缩力来改善作用在砖10之间和砖10和接合材料12之间的边界面上的摩擦力，使得砖壁100的面内变形可以被压制此外，预应力杆302在侧视图中被布置在砖壁100的平面外方向上。因此，施加作为用于抑制砖壁100的平面外变形的钢筋的效果，以提高抑制砖墙100的平面外变形的效果。因此，相比于预应力杆302未布置在砖壁的平面外方向上的构造，与砖预应力杆300相比，抑制砖壁100的平面外变形不受预应力杆300的影响 100.版权所有（C）2011，JPO＆INPIT

3. 发明专利

JP2010281033A Construction method for reinforcing masonry wall, and masonry structure 有权
标题翻译：用于加强墙壁和MASONRY结构的施工方法
公开(公告)号：JP2010281033A
公开(公告)日：2010-12-16
申请号：JP2009132716
申请日：2009-06-02
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MIYAUCHI YASUMASA , KOBAYASHI NAGAHITO , KITAJIMA YUTAKA , KURAHASHI MITSUHIRO , YAMAMOTO MASATO , OUSALEM HASSANE , TAKAHASHI HIROSHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To enhance earthquake-resisting performance of a masonry wall without shifting the masonry wall.
SOLUTION: An anchor plate 350 is attached to a lower end 306 of a prestressing bar 302 from a horizontal hole 210 which is formed in a foundation 200 of a brick wall 100, without shifting the existing brick wall 100. Subsequently, the anchor plate 350 is fixed by infilling high-early-strength concrete 212 into the horizontal hole 210. In other words, the anchor plate 350 functioning as a fixed end can be provided at the lower end 306 of the prestressing bar 302, without the relocation of the brick wall 100, by forming the horizontal hole 210 in the foundation 200. A compressive force is applied between the upper and lower ends 120 and 110 of the brick wall 100 by the plurality of prestressing bars 302 which penetrate between the upper and lower ends 120 and 110 of the brick wall 100 and to which a tensioning force is applied.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提高砖石墙的抗震性能，不需要改变砖石墙。解决方案：锚板350从形成在砖墙100的基础200中的水平孔210附接到预应力杆302的下端306，而不移动现有的砖壁100.随后，锚定板350通过将高强度混凝土212填充到水平孔210中而固定。换句话说，用作固定端的锚板350可以设置在预应力杆302的下端306处，而不需要重新定位通过在基座200中形成水平孔210，通过在上下两者之间穿过的多个预应力杆302在砖壁100的上端120和下端110之间施加压缩力砖壁100的端部120和110，并且施加张紧力。版权所有（C）2011，JPO＆INPIT

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