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51. 发明专利

JPH01190841A JUNCTION STRUCTURE OF REINFORCED CONCRETE COLUMN WITH STEEL GIRDER 失效
公开(公告)号：JPH01190841A
公开(公告)日：1989-07-31
申请号：JP1622588
申请日：1988-01-27
申请人： KAJIMA CORP
发明人： YAMAMOTO MITSUMASA , KITAMURA TAKESHI , TOMITA AKIO , SAEKI TOSHIO , SUZUKI KOICHI , FUKUSHIMA MINORU
IPC分类号： E04B1/30 , E04B1/16 , E04B1/58
摘要： PURPOSE:To allow a stress transmitting mechanism between a column and a girder to function efficiently to high degree so that an economical design can be made by embedding joint fittings into a reinforced concrete column, and thereby joining the column with the girders by way of the joint fittings. CONSTITUTION:Girder joint fittings 2 wherein fitting 2a in a rectangular cross sectional form which are closed and hollow in the vertical direction are provided with horizontal plates 7 integrally welded at their corner sections, are embedded at the upper and lower flange 3a positions of each steel girder 3 in the girder joint of a reinforced concrete column 1. And the girder joint fittings 2 are so constituted to be joined with the upper and lower flanges 3a of each steel girder 3 with connecting bolts 8 at the outside of the concrete column 1.

52. 发明专利

JPS63265038A EARTHQUAKE RESISTANT APPARATUS 失效
公开(公告)号：JPS63265038A
公开(公告)日：1988-11-01
申请号：JP9920187
申请日：1987-04-22
申请人： KAJIMA CORP
发明人： TANAKA NAOKI , SAEKI TOSHIO , SUZUKI KOICHI , AKIYAMA YASUSHI
IPC分类号： E04B1/24 , E04B1/58 , E04H9/02

53. 发明专利

JPS6383322A JOINTING CONSTRUCTION FOR PEDESTAL AND JOINTING METAL FITTINGS 失效
公开(公告)号：JPS6383322A
公开(公告)日：1988-04-14
申请号：JP22650286
申请日：1986-09-24
申请人： KAJIMA CORP
发明人： TANAKA NAOKI , SAEKI TOSHIO , SUZUKI KOICHI
IPC分类号： E02D27/00
摘要： PURPOSE:To facilitate the correction of a positional shift between the centers of a base plate and an anchor bolt, by fitting a jointing metal fittings spirally at the projected end of the anchor bolt previously embedded, and by mounting the base plate of a column on the metal fittings to fix the plate via a loose hole. CONSTITUTION:The upper surface plate 7a of a hollow unit 7 is provided with a loose hole 9 for inserting the lower end of a straight bolt 8 for fixing the base plate 1a of a column 1, and on both sides of the hollow unit 7, window- formed openings 10 are formed to be communicated with each other, and on the lower surface, a cylindrical male screw unit 11 is set saliently and integrally. Then, at the projected end of an anchor bolt 5 embedded previously in foundation concrete 3, the spirally fitting female screw unit 11 of a jointing metal fittings 6 is spirally fitted, and on the jointing metal fittings 6, the base plate 1a of the column 1 is mounted, and the plate is fixed with the straight bolt 8 and nut 13 via the loose hole 9. Thereby, a device can easily cope with the positional shift of the anchor bolt 5 so that a force as designed may be transmitted to the bolt 5, and the level of the column 1 can be also regulated easily.

54. 发明专利

JPS6286241A CONNECTION OF PILLAR AND BEAM 失效
公开(公告)号：JPS6286241A
公开(公告)日：1987-04-20
申请号：JP22648285
申请日：1985-10-11
申请人： KAJIMA CORP
发明人： SAEKI TOSHIO , BESSHO SATOSHI , KAMISHIMA MINORU , TANAKA NAOKI , SUZUKI KOICHI , AKIYAMA YASUSHI
IPC分类号： E04B1/30 , E04B1/58

55. 发明专利

JP2013087954A Unexploded explosive detector and unexploded explosive detecting method 有权
标题翻译：独立的爆炸检测器和独特的爆炸检测方法
公开(公告)号：JP2013087954A
公开(公告)日：2013-05-13
申请号：JP2011225404
申请日：2011-10-13
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SUZUKI KOICHI , YANAGIDA KATSUMI , NAKAMURA TAKAHIRO
IPC分类号： F42D5/02
CPC分类号： F42D5/02
摘要： PROBLEM TO BE SOLVED: To provide an unexploded explosive detector and an unexploded explosive detecting method for directly and reliably confirming the presence of an unexploded explosive using a simple tool, through a simple operation at a low cost.SOLUTION: A hole is formed in a concrete structure. A linear explosive is installed in the hole. The hole is stuffed with a filler. In the linear explosive, an unexploded explosive detecting tool 1 whose body 3 is a vinyl-coated wire, is mounted along a detonating fuse. The body 3 of the unexploded explosive detecting tool 1 is pulled out after blasting by the detonating fuse. The presence of the unexploded explosive is detected on the basis of the state of the pulled-out body 3 or whether the body 3 can be pulled out or not.
摘要翻译：要解决的问题：提供一种未爆炸的爆炸物探测器和一种未爆炸的爆炸物检测方法，可以通过简单的操作简单的工具直接可靠地确认未爆炸物的存在。解决方案：在混凝土结构中形成孔。孔中安装有线性炸药。孔填充填料。在线性炸药中，其主体3为乙烯基涂覆线的未爆炸的爆炸物检测工具1沿引爆的保险丝安装。未爆炸的爆炸物检测工具1的主体3通过引爆保险丝在爆破之后被拉出。基于拉出体3的状态或者主体3是否被拉出来检测未爆炸的爆炸物的存在。版权所有（C）2013，JPO＆INPIT

56. 发明专利

JP2008082126A High performance cracking induction joint for earthquake-resisting wall 审中-公开
标题翻译：用于地震电阻墙的高性能开裂感应接头
公开(公告)号：JP2008082126A
公开(公告)日：2008-04-10
申请号：JP2006266568
申请日：2006-09-29
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KANDA TETSUSHI , ASAOKA SHIGERU , SUZUKI KOICHI , AYA MASANORI , MACHISUJI KUNIHIKO , HAYASHI NOBUYUKI , MATSUURA TOSHIKUNI , TSUJI TAIICHI , KONO KENICHI
IPC分类号： E04B1/62 , E04B2/84
摘要： PROBLEM TO BE SOLVED: To provide an earthquake-resisting wall obtaining a joint structure minimizing the bulging thickness of wall thickness without impairing earthquake-resisting performance by combining an external notch joint increasing a crack converging effect and an internal embedded joint of modified cross section allowing the transmission of in-plane shearing force.
SOLUTION: The high performance cracking induction joint comprises: the external notch joint 5 thinning the tip 5a of the induction joint to a width of 0.5 mm or less and having a depth of 5% or more at a lacking rate; and the internal embedded joint 6 of modified cross section having a width of 30% or less at a lacking rate and formed with ruggedness in a length direction to allow the transmission of in-plane shearing force.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种抗震壁，其通过将增加裂纹收敛效应的外部切口接合和内部嵌入接头相结合，获得最小化壁厚度的接缝结构而不损害抗震性能横截面允许传递平面内的剪切力。解决方案：高性能开裂感应接头包括：外部切口接头5以不足的速率将感应接头的尖端5a变薄到0.5mm或更小的宽度并且具有5％或更大的深度; 和具有30％或更小的宽度的改进横截面的内部嵌入式接头6，并且在长度方向上具有凹凸形状以允许平面内剪切力的传递。版权所有（C）2008，JPO＆INPIT

57. 发明专利

JP2002081084A CONSTRUCTION METHOD FOR UNDERGROUND SKELETON 失效
公开(公告)号：JP2002081084A
公开(公告)日：2002-03-22
申请号：JP2000269221
申请日：2000-09-05
申请人： KAJIMA CORP
发明人： TANAKA SHUNPEI , TAKAHASHI TAKASHI , SUZUKI KOICHI , MIZUTANI AKIRA , OUCHI YOSHIO , ISANO KEN , UDA YUKIO
IPC分类号： E02D17/04 , E02D29/045 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To minimize temporary materials by using permanent girders of an underground body structure and a movable shore strut timbering for an underground construction timbering, to reduce the scale of an earth retaining wall by suppressing the deformation and stress generated in the earth retaining wall, and to reduce the construction term by simultaneously progressing the construction of the underground skeleton to be the timbering and the ground excavation. SOLUTION: This underground skeleton is constituted by repeating the following processes in order: a process of disposing the movable shore strut timbering 1 in a primary excavation space, introducing preload to the earth retaining wall by a jack device 6, disposing the permanent girders 2 and 3 for a floor for the underground body structure, suspending and supporting movable permanent girders 3-1 and 3-2 for the underground floor from/to the first-floor permanent girders 2 by the rod 50 of a suspension device, and excavating the lower part of the strut timbering 1 from this initial state; a process of contracting a flat shape of the shore strut timbering 1 by the jack device 6 from a state where the floor of the permanent girders of the upper part is constructed to function as the timbering; a process of lowing the shore strut timbering 1 by the vertical slide device 4; a process of expanding the flat shape of the shore strut timbering 1 and introducing preload to the earth retaining wall; and a process lowering the underground-floor permanent girders by the vertical slide device 4.

58. 发明专利

JP2000110235A EXECUTION METHOD OF CONCRETE STRUCTURE 失效
公开(公告)号：JP2000110235A
公开(公告)日：2000-04-18
申请号：JP28804898
申请日：1998-10-09
申请人： KAJIMA CORP , ARUTESU KK
发明人： ADACHI YASUSHI , TANAKA HISAO , KADOI TOKUSHIGE , NAITO TADAO , KAWAYAMA OSAMU , SUZUKI KOICHI , FUJII YUKIO , MATSUSHITA EIJI
IPC分类号： E04B1/16 , E04G11/48 , E04G11/50 , E04G21/12 , E04G21/14
摘要： PROBLEM TO BE SOLVED: To improve the conversion efficiency by expediting the dismantling timing of a timbering, and the timbering and a sheathing board in executing a reinforced concrete structure or steel frame reinforced concrete structure. SOLUTION: A tensioning member 4 is arranged inside/outside a section of at least either of a beam 2 under execution between columns 1, 1, a small beam provided between the beams 2, 2 or a slab 3. The load to be applied to the beam 2, the small beam or the slab 3 during the execution is canceled by the hoisting force generated in the beam 2 or the slab 3 when the tension is introduced in the tensioning member 4.

59. 发明专利

JPH0941521A WALL PLATE FOR EARTHQUAKE-RESISTING WALL AND CONNECTING SECTION STRUCTURE OF WALL PLATE FOR EARTHQUAKE-RESISTING WALL AND BEAM 失效
公开(公告)号：JPH0941521A
公开(公告)日：1997-02-10
申请号：JP20002895
申请日：1995-08-04
申请人： KAJIMA CORP
发明人： SUZUKI TAKASHI , IKEDA HIDEKI , WAMI KOKI , KOBAYASHI MIKIO , WATANABE SHIGEO , SUZUKI KOICHI , YAMAMOTO MASAHIRO
IPC分类号： E04B2/56 , E04C2/28 , E04C2/30
摘要： PROBLEM TO BE SOLVED: To lower the horizontal rigidity of an earthquake-resisting wall, to avoid the situation, in which excess horizontal force works to a wall plate, while optimum retention horizontal strength and deformation performance are given to a structure with the earthquake-resisting wall and to facilitate the connection of the wall plate and a beam on a field. SOLUTION: A wall plate 1 is composed of a folded slab 2 and concrete 3 filled onto one surface of the folded slab 2 or a concrete slab. Connecting plates 4, to which bolts 5 for connection with beams are joined, are buried beforehand into concrete 3 or the concrete slab, and the integrality of the wall plate 1 and the beams is inhibited by joining to the beams only by the bolts 5.

60. 发明专利

JPH04323431A JOINING PART STRUCTURE FOR COLUMN AND BEAM 失效
公开(公告)号：JPH04323431A
公开(公告)日：1992-11-12
申请号：JP8894991
申请日：1991-04-22
申请人： KAJIMA CORP
发明人： YAMAMOTO MITSUMASA , TOMITA AKIO , SAEKI TOSHIO , SUZUKI KOICHI
IPC分类号： E04B1/16 , E04B1/30 , E04B1/58
摘要： PURPOSE:To firmly join column and beams even in a medium- or super- multistory building or long-span structure having the column or the steel beams of a large cross section and a wide beam flange width. CONSTITUTION:This structure is composed of plate parts 5; in which a joining hardware 4, provided astraddle among respective steel beams to join a reinforced concrete column 2 to four-side steel beams 3, is bolted to the flanges 3a of the respective steel beams 3, and a connection part 6; which is arranged in the reinforced concrete column 2, and also in which a plate body 6a for connecting respective plate parts is arranged in a nearly parallel crosses type cross section state, for connecting these plate parts 5 in an orthogonal condition. The reinforced concrete column 2 and the respective four-side steel beams 3 are firmly connected by connecting the respective plate parts 5, bolted to the flanges 3a, with the connection part 6 in the reinforced concrete column 2 which is made a high rigidity structure by arranging the plate body 6a in the nearly parallel crosses type cross section state.

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