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1. 发明专利

JP2005098059A Shape steel and wall using shape steel 有权
标题翻译：形状钢和使用形状的钢板
公开(公告)号：JP2005098059A
公开(公告)日：2005-04-14
申请号：JP2003431714
申请日：2003-12-26
申请人： Jfe Steel Kk , Jfeスチール株式会社 , Ohbayashi Corp , 株式会社大林組
发明人： ONDA KUNIHIKO , TATSUMI YUUICHI , WAKIYA HIROSHI , YAMAGUCHI AKIRA , ISHIZAWA TAKESHI , TAKEDA ATSUSHI , TONO MITSUO , HIRAO JUNICHI , KAWAKAMI SUENOBU
IPC分类号： E02D5/20 , E02D5/10 , E04B2/56 , E04C3/00 , E04C3/04 , E04C3/06 , E04C3/293 , E04C5/03
CPC分类号： E04C3/06 , E02D5/10 , E04C3/293 , E04C5/03 , E04C2003/0452
摘要： PROBLEM TO BE SOLVED: To obtain a shape steel which excels in an adhesive force to a concrete, and a wall which is made to be thinner.
SOLUTION: In a wide flange shape steel having a plurality of projections on its inner surface, an upper side width b
2 of each of the projections in a cross section perpendicular to the surface of the wide flange shape steel having the projections, a projection height h, and a projection pitch P satisfy both inequalities of P/h≤10 and P/b
2 ≥4. In the wall using the wide flange shape steels as structural members, a plurality of the wide flange shape steels are erected in a longitudinal direction of the wall with the outer surfaces of the flanges facing the wall surface.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：获得对混凝土的粘合力优异的成形钢和制成较薄的壁。解决方案：在具有在其内表面上具有多个突起的宽法兰形钢中，每个突起的上侧宽度b SB> 2 在垂直于宽的表面的横截面中突起高度h和突起间距P的凸缘形状钢满足P /h≤10和P / b 2 ≥2的不等式。在使用宽法兰形状钢作为结构构件的壁中，多个宽法兰形状的钢在壁的纵向方向竖立，凸缘的外表面面向壁表面。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JP2004293083A Steel concrete composite underground wall using wide-flange shape steel with inner rib 有权
公开(公告)号：JP2004293083A
公开(公告)日：2004-10-21
申请号：JP2003084592
申请日：2003-03-26
申请人： Jfe Steel Kk , Jfeスチール株式会社 , Ohbayashi Corp , 株式会社大林組
发明人： TATSUMI YUUICHI , WAKIYA HIROSHI , TONO MITSUO , TAKEDA ATSUSHI , HIRAO JUNICHI , KAWAKAMI SUENOBU
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a steel concrete composite underground wall for thinning the wall thickness by using an inexpensive steel material.
SOLUTION: This steel concrete composite underground wall uses wide-flange shape steel with an inner rib composed of concrete and the wide-flange shape steel with the inner rib installed by welding a deformed reinforcement in the longitudinal direction to a flange inside surface of the wide-flange shape steel. The adjacent wide-flange shape steel with the inner rib is separately erected on the ground in the wall longitudinal direction so that a flange outside surface of the wide-flange shape steel with the inner rib is opposite to a wall surface. These concrete and wide-flange shape steel with the inner rib are integrated by connecting the concrete outside of a position of the flange inside surface of the wide-flange shape steel with the inner rib and the concrete inside of a position of the flange inside surface of the wide-flange shape steel with the inner rib, and the concrete sandwiched by the flange inside surface of the wide-flange shape steel with the inner rib also sticks to the respective wide-flange shape steel with the inner rib via the deformed reinforcement.
COPYRIGHT: (C)2005,JPO&NCIPI

3. 发明专利

JP2004300913A H-shape steel with projection and wall body using it 审中-公开
公开(公告)号：JP2004300913A
公开(公告)日：2004-10-28
申请号：JP2003428099
申请日：2003-12-24
申请人： Jfe Steel Kk , Jfeスチール株式会社 , Ohbayashi Corp , 株式会社大林組
发明人： TATSUMI YUUICHI , WAKIYA HIROSHI , YAMAGUCHI AKIRA , ONDA KUNIHIKO , TAKEDA ATSUSHI , TONO MITSUO , HIRAO JUNICHI , KAWAKAMI SUENOBU
IPC分类号： E02D5/20 , E02D5/04 , E04C5/03
摘要： PROBLEM TO BE SOLVED: To provide a wall body, reduced in thickness and having high yield strength and high rigidity. SOLUTION: In this H-shape steel, two or more projections having a height (h) satisfying the expression: 2 mm ≤h≤50 mm, a width (b) satisfying the expression: h≤b≤5h and a pitch P satisfying the expression: 4b≤P are formed on the inner surface of a flange. This wall body has a steel skeleton structure part using the above H-shape steel with projections as a structural member. COPYRIGHT: (C)2005,JPO&NCIPI

4. 发明专利

JP2004278048A Steel concrete incorporating basement wall using h-shaped steel with flange outside projection 有权
公开(公告)号：JP2004278048A
公开(公告)日：2004-10-07
申请号：JP2003068469
申请日：2003-03-13
申请人： Jfe Steel Kk , Jfeスチール株式会社 , Ohbayashi Corp , 株式会社大林組
发明人： TATSUMI YUUICHI , WAKIYA HIROSHI , TONO MITSUO , TAKEDA ATSUSHI , HIRAO JUNICHI , KAWAKAMI SUENOBU
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide a wall capable of preventing the interference of reinforcement and a tremie pipe with each other, having excellence in workability in the case of wall construction, and preventing the sudden lowering of the proof stress of a wall caused by the peeling of the outside concrete of a flange. SOLUTION: A steel concrete incorporating basement wall is constituted that insertion reinforcement is inserted up to a position at the end in the direction of the height of a web surface beyond a position opposed to the flange side of an H-shaped steel with the flange outside projection and that it is laid at a predetermined interval from the flange side. COPYRIGHT: (C)2005,JPO&NCIPI

5. 发明专利

JP2009102986A Mold steel and wall body using the same 审中-公开
标题翻译：使用相同的模具钢和墙体
公开(公告)号：JP2009102986A
公开(公告)日：2009-05-14
申请号：JP2009030245
申请日：2009-02-12
申请人： Jfe Steel Corp , Jfeスチール株式会社 , Ohbayashi Corp , 株式会社大林組
发明人： ONDA KUNIHIKO , TATSUMI YUICHI , WAKIYA HIROSHI , YAMAGUCHI AKIRA , ISHIZAWA TAKESHI , TAKEDA ATSUSHI , TONO MITSUO , HIRAO JUNICHI , KAWAKAMI SUENOBU
IPC分类号： E02D5/20 , E02D17/04 , E02D17/20 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide mold steel excelling in bonding force to concrete, and a thin wall body.
SOLUTION: H-mold steel having a plurality of protrusions on the inner surface side satisfies P/h≤10 and P/b
2 ≥4, wherein b2 represents the upper side width of the protrusions, h represents the protrusive height, and P represents the protrusion pitch in a cross mold perpendicular to the H-mold steel face formed with the protrusions. The wall body using the H-mold steel as a structural member, is formed by erecting a plurality of H-mold steel in the longitudinal direction of the wall body, with the flange outer surfaces pointing toward the wall surface.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供对混凝土粘合力优异的模具钢和薄壁体。解决方案：在内表面侧具有多个突起的H型钢，满足P /h≤10且P / b 2 ≥4，其中，b2表示突起的上侧宽度 h表示突出高度，P表示与形成有突起的H型钢表面垂直的十字模中的突出间距。使用H型钢作为结构构件的壁体通过在壁体的长度方向上竖立多个H型钢而形成，凸缘外表面指向壁面。版权所有（C）2009，JPO＆INPIT

6. 发明专利

JP2009155829A Reinforcing structure and method for joint part of wall and floor or beam and reinforcing method for joint part of wall and floor or beam 有权
标题翻译：墙体和地板或梁的接合部分的加固结构和方法和墙壁和梁的接合部分的加固方法
公开(公告)号：JP2009155829A
公开(公告)日：2009-07-16
申请号：JP2007332735
申请日：2007-12-25
申请人： Jfe Steel Corp , Jfeスチール株式会社 , Ohbayashi Corp , 株式会社大林組
发明人： TAKEDA ATSUSHI , TONO MITSUO , SUZUKI TAKUMI , NOZAWA SETSU , TSUJIMOTO KAZUHITO , OKA YOSHITAKE
IPC分类号： E04B1/61 , E02D5/20 , E04B1/04
摘要： PROBLEM TO BE SOLVED: To prevent the occurrence of deformation of H-steel in a joint part of a concrete wall incorporating the buried H-steel and a slab or a beam without impairing the workability in the work for placing concrete. SOLUTION: A reinforcing structure is constituted by connecting a slab reinforcing bar 32 of the slab 30 with a flange 23 on one side of the H-steel 21 buried into the concrete underground wall 20 to extend in the vertical direction to reinforce the joint part of the concrete underground wall 20 and the slab 30. In this reinforcing structure, a reinforcing member 40 is connected with both of flanges 22, 23 of the H-steel 21, and an intermediate part of the reinforcing member 40 is curved to approach a web 24 of the H-steel 21 more than a connection part of the flanges 22, 23. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了防止在混入埋藏的H钢和板坯或梁的混凝土墙体的接合部分中H钢的变形，而不会损害用于放置混凝土的工作中的可加工性。解决方案：通过将板坯30的板坯加强筋32与埋设在混凝土地下壁20中的H钢21的一侧上的凸缘23连接而在垂直方向上延伸来加强加强结构，混凝土地下壁20和板坯30的接合部分。在该加强结构中，加强构件40与H钢21的两个凸缘22,23连接，加强构件40的中间部分弯曲成与法兰22,23的连接部分相比，接近H钢21的卷材24。版权所有（C）2009，JPO＆INPIT

7. 发明专利

JP2014051826A Aseismic reinforcement structure for reinforced concrete 审中-公开
标题翻译：加固混凝土的ASEISMIC加固结构
公开(公告)号：JP2014051826A
公开(公告)日：2014-03-20
申请号：JP2012197331
申请日：2012-09-07
申请人： Ohbayashi Corp , 株式会社大林組 , Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所
发明人： TAKEDA ATSUSHI , TANAKA KOICHI , KITA NAOYUKI , OKAMOTO MASARU , TANIMURA YUKIHIRO , OKUISHI JUNICHI
IPC分类号： E04G23/02 , E01D22/00
摘要： PROBLEM TO BE SOLVED: To develop a sufficient resisting function against displacement shearing between new and old concretes without giving damage to the reinforcement of an existing RC member.SOLUTION: An aseismic reinforcement structure 1 for a reinforced concrete is constructed by lining an additional reinforced concrete 3 around a bridge pier 2 after previously forming recessed portions 11 in the abutting face of the bridge pier 2 on which the additional reinforced concrete 3 abuts and installing and forming the additional reinforced concrete 3 in such a state to provide protruded portions 12 to be fitted to the recessed portion on the additional reinforced concrete 3, and by lining a steel plate 4 around the additional reinforced concrete. When the bridge pier 2 and the additional reinforced concrete 3 tend to relative deformation in the direction along a boundary surface therebetween resulting from their bending deformation, the steel plate 4 functions as loading means for thrusting the additional reinforced concrete 3 toward the bridge pier 2 to guarantee a shear key function with the protruded portions 12 fitted into the recessed portions 11.
摘要翻译：要解决的问题：为了发展新旧混凝土之间的位移剪切的足够的抵抗功能，而不会损害现有RC构件的加固。解决方案：用于钢筋混凝土的抗震加固结构1是通过将另外的钢筋混凝土在桥墩2的邻接面中预先形成凹部11之后，在附近的钢筋混凝土3邻接并安装和形成附加的钢筋混凝土3以提供待安装的突出部分12的桥墩2周围到另外的钢筋混凝土3上的凹部，并且通过将钢板4围绕附加的钢筋混凝土衬里。当桥墩2和附加钢筋混凝土3由于其弯曲变形而沿着其边界面的方向倾向于相对变形时，钢板4用作用于将附加钢筋混凝土3推向桥墩2的装载装置保证突出部分12装配到凹部11中的剪切键功能。

8. 发明专利

JP2011202419A Structure and method for joining shaft member and rc member 有权
标题翻译：用于接合轴组件和RC构件的结构和方法
公开(公告)号：JP2011202419A
公开(公告)日：2011-10-13
申请号：JP2010071139
申请日：2010-03-25
申请人： Ohbayashi Corp , 株式会社大林組
发明人： TAKEDA ATSUSHI , TANAKA KOICHI
IPC分类号： E04B1/58 , E01D22/00
摘要： PROBLEM TO BE SOLVED: To join an end of a steel brace to an RC member without fear about interference with a reinforcing bar embedded in the existing RC member.SOLUTION: In this structure 1 for joining the brace and the RC member, a first mounting plate 5 is disposed on one lateral surface so that an engaging protrusion 8 protrusively provided on a back surface thereof can be inserted into an engaging recess 9 formed on the one lateral surface 4a of an RC column 3; a second mounting plate 6 is disposed on the other lateral surface 4b; a total of four prestressing steel bars 7 disposed on the lateral side of the RC column 3 are inserted through an insertion hole 11 formed in the first mounting plate 5 and an insertion hole 12 formed in the second mounting plate 6, respectively; and subsequently, a nut 13 is tightened from above a bearing plate 14, so that the first and second mounting plates 5 and 6 can be drawn to each other.
摘要翻译：要解决的问题：将钢支架的一端连接到RC构件，而不用担心嵌入现有RC构件中的钢筋的干扰。解决方案：在用于连接支架和RC构件的结构1中，第一安装板5设置在一个侧表面上，使得突出地设置在其后表面上的接合突起8可以插入形成在RC柱3的一个侧表面4a上的接合凹部9中; 第二安装板6设置在另一侧面4b上; 设置在RC柱3的侧面的总共四个预应力钢筋7分别插入形成在第一安装板5中的插入孔11和形成在第二安装板6中的插入孔12中。随后，从轴承板14的上方拧紧螺母13，使得第一和第二安装板5和6能够相互牵引。

9. 发明专利

JP2009030241A Water cutoff structure of earth retaining wall, and method of constructing water cutoff structure 有权
标题翻译：地板保持墙的水切割结构及水切割结构的构造方法
公开(公告)号：JP2009030241A
公开(公告)日：2009-02-12
申请号：JP2007192315
申请日：2007-07-24
申请人： Ohbayashi Corp , 株式会社大林組
发明人： SUZUKI TAKUMI , TONO MITSUO , NOZAWA SETSU , TAKEDA ATSUSHI
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To prevent interposition of foreign matter (water cutoff sheet) between an earth retaining wall and a main structure, and to positively transfer stress between the earth retaining wall and the main structure.
SOLUTION: There is provided a water cutoff structure 10 of the earth retaining wall 1, for watertightly sealing the earth retaining wall 1, which is available when the earth retaining wall 1 having a plurality of steel cores 3 embedded in a wall body 2 at intervals, is used in the main structure 35. The water cutoff structure is formed of: a water cutoff means 11 which is arranged on one wall surface 2a of the earth retaining wall 1, facing the main structure 35, for watertightly sealing an interval between the mutually adjacent cores 3 of the earth retaining wall 1; a coupling means 20 which watertightly couples the water cutoff means 11 with the core 3; and a water leading means 31 which is arranged in the water cutoff means 11, for collecting water acting on the earth retaining wall 1, and leading the water to a water storage section.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了防止在挡土墙和主结构之间插入异物（截水片），并且在土挡土墙和主结构之间确实地传递应力。解决方案：设有挡土墙1的截水结构10，用于水密密封土挡土墙1，当土挡土墙1具有嵌入壁体内的多个钢芯3时，间隔地用于主体结构35.截水结构由以下部分形成：排水装置11，其设置在挡土墙1的一个壁面2a上，面向主结构35，用于水密密封地面挡土墙1的相互相邻的芯3之间的间隔; 连接装置20，其将水切断装置11与芯3水密地连接; 以及设置在水切断装置11中的水引导装置31，用于收集作用在挡土墙1上的水，并将水引导到储水部。版权所有（C）2009，JPO＆INPIT

10. 发明专利

JP2015021588A 曲げ部材用制振装置审中-公开
标题翻译：用于弯曲部件的振动控制装置
公开(公告)号：JP2015021588A
公开(公告)日：2015-02-02
申请号：JP2013151811
申请日：2013-07-22
申请人：株式会社大林組 , Ohbayashi Corp , 公益財団法人鉄道総合技術研究所 , Railway Technical Research Institute
发明人： TAKEDA ATSUSHI , EJIRI JOJI , TSUTSUMIUCHI TAKAHIRO , MURONO TSUYOTAKA , MOTOYAMA HIROKI
IPC分类号： F16F15/02 , E01D1/00 , F16F7/08 , H02G1/02
摘要：【課題】営業路線の供用を妨げることなく安価かつ短工期での対策を可能にする。【解決手段】本発明に係る曲げ部材用制振装置1は、電車線柱3の頂部近傍に取付け治具8を固着するとともに、脚部近傍に揺動機構6及びそれに連結されたダンパー7を設置し、これら取付け治具8と揺動機構6に丸鋼4,4の各端を連結してあり、電車線柱3が曲げ振動したとき、ダンパー7には、それと同じ側の丸鋼4が引張側となったときに引抜き方向の軸方向変位が、反対側の丸鋼4が引張側となったときに押込み方向の軸方向変位が繰り返し交互に入力されるとともに、一方の丸鋼4によって引抜き方向あるいは押込み方向に変位したダンパー7は、その後、他方の丸鋼4によってそれぞれ逆方向に変位するようになっている。【選択図】図1
摘要翻译：要解决的问题：为了能够在不妨碍业务路线的任何服务的情况下对弯曲构件实施较便宜和短期的工作时间对策。解决方案：根据本发明的用于弯曲构件的振动控制装置1 这样一种方式：固定夹具8固定在行车道列3的顶部附近; 连接到振荡机构的振荡机构6和阻尼器7安装在行车道列的腿部附近; 每个圆钢4,4的每个端部连接到固定夹具8和振动机构6; 在行车道列3被弯曲和振动的情况下，当其同一侧的圆钢4作为拉伸时，向上拉方向的轴向位移以重复和替代方式输入到阻尼器7 并且当其相对侧的圆钢4用作拉伸侧并且随后由一个圆钢4移位的阻尼器7在重复和替代方式中时，推动方向上的轴向位移被输入到阻尼器7 拉动方向或推动方向由另一圆钢4沿相反方向移位。

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