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11. 发明专利

JP2017084105A 天井崩落警告機構审中-公开
公开(公告)号：JP2017084105A
公开(公告)日：2017-05-18
申请号：JP2015211995
申请日：2015-10-28
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： KAMOSHITA NAOTO , YAMAZAKI KENJI , SATO YASUAKI
IPC分类号： G08B21/10 , E04B9/00 , G08B5/00 , G08B5/22 , G08B5/36
摘要：【課題】天井の損傷状況を把握して、在室者に天井が崩落する可能性があることを警告する。【解決手段】天井崩落警告機構は、天井を構成する複数の天井構成部材の少なくとも一つの動きを検知する検知手段(マグネットセンサ32、34、36、38)と、検知手段が天井構成部材の所定値以上の動きを検知したときに警告を発する警告手段(照明機器40)と、を備えている。【選択図】図2

12. 发明专利

JP2009249887A Joint structure of steel plate 审中-公开
标题翻译：钢板接头结构
公开(公告)号：JP2009249887A
公开(公告)日：2009-10-29
申请号：JP2008098044
申请日：2008-04-04
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAZAKI KENJI , KANEKO HIROFUMI , USAMI TORU
IPC分类号： E04B1/48 , E04B1/58 , F16B5/02
摘要： PROBLEM TO BE SOLVED: To increase the strength of the joint section of steel plates stacked on each other.
SOLUTION: A first steel plate 12 is a steel plate with a thickness t1. A first recess 16 is formed in a first joint surface 14. The first recess 16 is formed in a cylindrical shape having a depth t1a. A through-hole 18 is formed in the first steel plate 12. A second steel plate 22 is a steel plate with a thickness t2. A second recess 26 is formed in a second joint surface 24 in the position matching the first recess 16. The second recess 26 is formed in a cylindrical shape having a depth t2a. A through-hole 28 is formed in the second joint surface 24 of the second steel plate 22. When the first joint surface 14 and the second joint surface 24 are stacked on each other, a space is formed by the first recess 16 and the second recess 26, and a first support pressure joint member 20 is buried in the space. The first support pressure joint member 20 is formed cylindrically using steel members, and has a height dimension equal to or higher than the depth of the first recess 16 or the depth of the second depth 26 whichever is larger, and a length equal to or smaller than the dimension obtained by totaling these height dimensions.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：增加彼此堆叠的钢板的接合部的强度。解决方案：第一钢板12是厚度为t1的钢板。第一凹部16形成在第一接合面14中。第一凹部16形成为具有深度t1a的圆筒状。在第一钢板12上形成有通孔18.第二钢板22是厚度为t2的钢板。第二凹部26形成在与第一凹部16匹配的位置的第二接合面24中。第二凹部26形成为具有深度t2a的圆筒形状。在第二钢板22的第二接合表面24中形成有通孔28.当第一接合面14和第二接合面24彼此堆叠时，由第一凹部16和第二接合面24形成空间。凹部26，第一支撑压接部件20埋设在该空间内。第一支撑压接构件20使用钢构件圆柱形地形成，并且具有等于或高于第一凹部16的深度或第二深度26的深度的高度尺寸，其中较大者的长度等于或小于比通过总计这些高度尺寸获得的尺寸。版权所有（C）2010，JPO＆INPIT

13. 发明专利

JP2017078307A 耐力板部材审中-公开
公开(公告)号：JP2017078307A
公开(公告)日：2017-04-27
申请号：JP2015207144
申请日：2015-10-21
申请人：株式会社竹中工務店 , Takenaka Komuten Co Ltd
发明人： NAKANE KAZUTOMI , ASO NAOKI , HANAI ATSUCHIKA , TAKEUCHI MITSURU , OKAZAKI TOMOHITO , TANABE YUSUKE , YAMAZAKI KENJI , KURIHARA TAKAAKI
IPC分类号： E04B5/02 , E04B1/16 , E04B5/17
摘要：【課題】耐力板部材を軽量化しつつ、耐力板部材の耐力を向上させる。【解決手段】スラブ10は、直交集成材100で構成された木質層20と、この木質層20の上面20Uに接合されたコンクリート層30と、を含んで構成されている。直交集成材100の上面100U(木質層20の上面20U)の各凹部130にコッター36が係合し、ラグスクリュー132がコンクリート層30に埋設されている。【選択図】図2

14. 发明专利

JP2014118776A Steel plate earthquake-resisting wall 审中-公开
标题翻译：钢板接地墙
公开(公告)号：JP2014118776A
公开(公告)日：2014-06-30
申请号：JP2012276062
申请日：2012-12-18
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAZAKI KENJI , UEDA HIROYUKI , SUZUKI NAOMIKI , YAMASHITA YASUHIKO , KUSHIMA SOICHIRO , KATAYAMA TAKESHI , USAMI TORU , ONO YOSHINOBU , USHIWATA FUMI
IPC分类号： E04B2/56
摘要： PROBLEM TO BE SOLVED: To enhance a stiffening effect of a lattice member and improve beauty of a wall.SOLUTION: In a steel plate earthquake-resisting wall, an earthquake-resisting wall W is configured by arranging an oblique lattice-shaped lattice member 4 along a wall surface, in a frame K comprising a column 1 and a beam 2. The lattice member 4 is configured by providing a plurality of oblique materials 4A in a crossing state. The oblique materials 4A are stiffened by fixing a steel plate 5 along the wall surface to at least crossing parts of the oblique materials 4A. A wall part, which is not provided with the steel plate 5, is configured as a window part M freely enabling seeing-through in a wall thickness direction.
摘要翻译：要解决的问题：提高格子构件的加强效果，改善墙面美观。解决方案：在钢板抗震墙中，通过布置倾斜格子状网格构件4来构造抗震壁W 沿着壁面，在包括柱1和梁2的框架K中。栅格构件4通过在交叉状态下设置多个倾斜材料4A而构造。倾斜材料4A通过将钢板5沿着壁表面固定到倾斜材料4A的至少交叉部分来加固。没有设置有钢板5的壁部被构造为能够在壁厚方向上进行通过的窗部M.

15. 发明专利

JP2012127165A Structure for joining steel material 有权
标题翻译：加工钢材的结构
公开(公告)号：JP2012127165A
公开(公告)日：2012-07-05
申请号：JP2010282181
申请日：2010-12-17
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAZAKI KENJI , KANEKO HIROFUMI
IPC分类号： E04B1/58
摘要： PROBLEM TO BE SOLVED: To effectively apply bearing pressure by reducing initial sliding, while securing an absorption margin of error during construction.SOLUTION: Clearances between a bolt 80A and a first small hole 112A, the bolt 80A and a first small hole 212A, a bolt 80B and a second small hole 122B, and the bolt 80B and a second small hole 222B are set small, so that initial sliding is reduced to enable effective application of bearing pressure; while an absorption margin of error during construction is secured by enlarging clearances between the bolt 80A and a second large hole 124A, the bolt 80A and a second large hole 224A, the bolt 80B and a first large hole 114B, and the bolt 80B and a first large hole 214B.
摘要翻译：要解决的问题：通过减少初始滑动有效地施加轴承压力，同时确保施工期间误差的吸收余量。解决方案：将螺栓80A和第一小孔112A，螺栓80A和第一小孔212A，螺栓80B和第二小孔122B以及螺栓80B和第二小孔222B之间的间隙设置为小，使初始滑动减少，以有效应用轴承压力; 同时通过扩大螺栓80A和第二大孔124A之间的间隙，螺栓80A和第二大孔224A，螺栓80B和第一大孔114B以及螺栓80B和螺栓80B的尺寸来确保施工期间的误差吸收余量第一大孔214B。版权所有（C）2012，JPO＆INPIT

16. 发明专利

JP2012127164A Structure for joining steel material 有权
标题翻译：加工钢材的结构
公开(公告)号：JP2012127164A
公开(公告)日：2012-07-05
申请号：JP2010282180
申请日：2010-12-17
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAZAKI KENJI , KANEKO HIROFUMI
IPC分类号： E04B1/58
摘要： PROBLEM TO BE SOLVED: To increase a frictional force between an end of a steel material and a splice plate.SOLUTION: Since a sprayed metal layer 200 is made of aluminum with low hardness, a protrusion 20P on a joint surface of a steel beam 20 penetrates deeply. Furthermore, alumina particles 210 higher in strength than aluminum are mixed into the sprayed metal layer 200. This increases shear strength of the sprayed metal layer 200. Thus, since a frictional force between an end 20T of the steel beam 20 and a splice plate 100 is increased, bonding strength is consequently increased.

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