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1. 发明专利

JP2008002268A Friction joint structure and seismic strengthening method of structure by high-tension bolt 有权
标题翻译：高张力螺栓结构的摩擦接合结构与地震加固方法
公开(公告)号：JP2008002268A
公开(公告)日：2008-01-10
申请号：JP2007264360
申请日：2007-10-10
申请人： Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： KATO MASATOSHI , MIURA YASUNARI , TOSAI HIROYUKI , YOSHIDA SHINJI , HIRAI KEIJI
IPC分类号： E04B1/58 , E04B1/24 , E04B1/38 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a friction joint structure by a high-tension bolt, which can fix a member for reinforcement to a steel member comprising an assembly pillar, a beam or the like of the structure, without performing any welding or making any openings, and to provide a seismic reinforcing method of a structure using the friction joint structure.
SOLUTION: In the friction joint structure by the high-tension bolt, the steel member LC of the structure is sandwiched between a first splice plate 11 and a second splice plate 12, and the first splice plate 11 and the second splice plate 12 have a projected part projected from the end S of the steel member. Then a spacer 13 is arranged between the first splice plate 11 and the second splice plate 12 at the projected part, and the first splice plate 11, the second splice plate 12 and the spacer each have a bolt hole 16. The first splice plate 11 and the second splice plate 12 are fastened by the high-tension bolt 14 inserted into the bolt hole by sandwiching the spacer at the projected part. Thus, the steel member, the first and the second splice plates are joined together by friction.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了通过高压螺栓提供一种摩擦接合结构，该高压螺栓可将用于加强的构件固定到包括结构的组装柱，梁或类似物的钢构件，而不进行任何焊接或制造任何开口，并提供使用该摩擦接头结构的结构的抗震加固方法。解决方案：在通过高压螺栓的摩擦接合结构中，结构的钢构件LC夹在第一接合板11和第二接合板12之间，并且第一接合板11和第二接合板 12具有从钢构件的端部S突出的突出部分。然后，在第一接合板11和第二接合板12之间在突出部分处设置间隔件13，并且第一接合板11，第二接合板12和间隔件各自具有螺栓孔16.第一接合板11 并且第二接合板12通过将间隔件夹在突出部分的方式被插入螺栓孔中的高压螺栓14紧固。因此，钢构件，第一和第二接合板通过摩擦接合在一起。版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2007217947A Pile head processing construction method and simple charge holder 有权
标题翻译：桩头加工施工方法和简单充电架
公开(公告)号：JP2007217947A
公开(公告)日：2007-08-30
申请号：JP2006039320
申请日：2006-02-16
申请人： Institute Of National Colleges Of Technology Japan , Penta Ocean Constr Co Ltd , 五洋建設株式会社 , 独立行政法人国立高等専門学校機構
发明人： YAMAURA ICHIRO , KATO MASATOSHI , NAKAMURA YUICHI
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a pile head processing construction method capable of easily and highly accurately processing a pile head in low vibration and low noise in a short period.
SOLUTION: In this pile head processing construction method, a ring-shaped horizontal partition plate 34 is prearranged inside the pile head to a cast-in-place concrete pile, and a high energy substance 35 is installed in a simple charge holder 21 having a dynamic action concentrating rectangular cavity 1 of an exploded shock wave and/or expanded gas pressure inside the pile head. Crack progress in the substantially vertical direction to a pile from a wall surface of a charge hole 5, is controlled by using the concentrative effect of the exploded shock wave and/or the expanded gas pressure generated in the charge hole, and the dynamic effect of the exploded shock wave and/or the expanded gas pressure generated in the charge hole is reflected or guided by the horizontal partition plate. Concrete of a part for processing the pile head is separated by controlling the crack progress in the substantially horizontal direction along the horizontal partition plate by using its effect.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够在短时间内以低振动和低噪声容易且高精度地加工桩头的桩头加工施工方法。解决方案：在这种桩头加工施工方法中，将环形水平分隔板34预先安置在桩头内部到现浇混凝土桩，高能量物质35安装在简单的充电架 21具有集中在爆破冲击波的矩形腔1和/或桩头内的膨胀气体压力的动态作用。通过使用爆炸冲击波的集中效应和/或充电孔中产生的膨胀气体压力来控制从充电孔5的壁表面到基本垂直方向到堆的进展，以及充电孔5的动态效果在充电孔中产生的爆炸冲击波和/或膨胀气体压力被水平分隔板反射或引导。通过使用其效果，通过控制沿着水平隔板的大致水平方向的裂纹进展来分离用于加工桩头的部分的混凝土。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2007146538A Method of treating pile head of on-site-formed pile 有权
标题翻译：处理现场形成桩的方法
公开(公告)号：JP2007146538A
公开(公告)日：2007-06-14
申请号：JP2005343837
申请日：2005-11-29
申请人： Haseko Corp , High Frequency Heattreat Co Ltd , Kajima Corp , Matsui Construction Co Ltd , Nishimatsu Constr Co Ltd , Okumura Corp , Penta Ocean Constr Co Ltd , Sumitomo Mitsui Construction Co Ltd , Tobishima Corp , Toda Constr Co Ltd , 三井住友建設株式会社 , 五洋建設株式会社 , 戸田建設株式会社 , 松井建設株式会社 , 株式会社奥村組 , 株式会社長谷工コーポレーション , 西松建設株式会社 , 飛島建設株式会社 , 高周波熱錬株式会社 , 鹿島建設株式会社
发明人： SHIMIZU MIKIO , SAITO OSAMU , YOSHIMATSU TOSHIYUKI , FUNAKI HIDETAKA , HATA MASAFUMI , YAMAURA ICHIRO , KATO MASATOSHI , ISEMOTO NORIAKI , YASUI YOSHITOSHI , KANEKO OSAMU , HOTTA KIYOSHI , KAWAKAMI YOSHITO , TAKEUCHI YOSHIO , ARAI TOSHIAKI , SUGIURA ISAMU , IMANISHI GORYU , KAMOGAWA NAOMASA , ONISHI KAZUHIKO , KOBAYASHI HITOSHI , HORIKOSHI AKIHITO , NISHIMURA NORIYOSHI , AOYAMA TAKAYUKI , MOTOI MITSUO , MURATA YOSHIYUKI , OKANO TAKAYOSHI
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a method of treating a pile head of an on-site-formed pile by which the treatment of the pile head in accordance with a designed diameter of the on-site-formed pile can be easily carried out without causing a damage like a chip accompanied by the treatment of the pile head.
SOLUTION: A reinforcing cage 2 is placed in an excavated vertical hole 1. A pile-diameter-forming guide ring 3 is formed to have the same or substantially the same diameter as the designed diameter of the pile 6 which is to be formed, and is provided with a projecting cap-ring mounting guide 3a to mount a cap ring 7 on the outer periphery. The guide ring 3 is concentrically mounted on an upper end part of the reinforcing cage 2 at the same position or substantially the same position as that of a designed level of the pile 6. Concrete 4 is placed in the vertical hole 1 to the level higher than that of the guide ring 3. After the concrete 4 is cured, the concrete in a part higher than the mounting level of the guide ring 3 is removed.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种处理现场成形桩的桩头的方法，根据现场形成的桩的设计直径可以容易地处理桩头进行而不引起像芯片一样的损伤，伴随着桩头的处理。解决方案：将加强保持架2放置在挖掘的垂直孔1中。形成直径成形的导向环3，其直径与要设计的桩6的设计直径相同或基本相同并且设置有突出的盖环安装引导件3a，以将盖环7安装在外周上。引导环3同心地安装在加固保持架2的上端部上，位于与桩6的设计水平相同的位置或基本相同的位置。混凝土4被放置在垂直孔1中以使其更高混凝土4固化后，将高于引导环3的安装高度的部分去除混凝土。版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2007270486A Structure of spiral hoop for pile, and construction method for rc pile 有权
标题翻译：桩的螺旋结构和RC桩的施工方法
公开(公告)号：JP2007270486A
公开(公告)日：2007-10-18
申请号：JP2006096620
申请日：2006-03-31
申请人： Haseko Corp , High Frequency Heattreat Co Ltd , Kajima Corp , Matsui Construction Co Ltd , Nishimatsu Constr Co Ltd , Okumura Corp , Penta Ocean Constr Co Ltd , Sumitomo Mitsui Construction Co Ltd , Tobishima Corp , Toda Constr Co Ltd , 三井住友建設株式会社 , 五洋建設株式会社 , 戸田建設株式会社 , 松井建設株式会社 , 株式会社奥村組 , 株式会社長谷工コーポレーション , 西松建設株式会社 , 飛島建設株式会社 , 高周波熱錬株式会社 , 鹿島建設株式会社
发明人： YOSHIMATSU TOSHIYUKI , MARUYAMA AZUMA , NIWA TAKAKO , HATA MASAFUMI , FUNAKI HIDETAKA , YAMAURA ICHIRO , KATO MASATOSHI , ISEMOTO NORIAKI , YASUI YOSHITOSHI , KANEKO OSAMU , HOTTA KIYOSHI , KAWAKAMI YOSHITO , TAKEUCHI YOSHIO , ARAI TOSHIAKI , UOZUMI MASASHI , KUMAGAI MASAKI , IMANISHI GORYU , ONISHI KAZUHIKO , KOBAYASHI HITOSHI , HORIKOSHI AKIHITO , NISHIMURA NORIYOSHI , AOYAMA TAKAYUKI , MOTOI MITSUO , MURATA YOSHIYUKI , OKANO TAKAYOSHI
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To provide a structure of a spiral hoop for a pile, which improves the property of infilling concrete, by securing a long bar-arrangement interval required for the infilling of the concrete, while securing the amount of the arrangement of the necessary spiral hoop, and a construction method for an RC pile using the spiral hoop for the pile.
SOLUTION: The spiral hoops 2 for the pile are spirally arranged on the outer peripheries of a plurality of main reinforcements 1 in the axial direction of the main reinforcement 1. The spiral hoop 2 is formed in such a manner that a plurality of parts 2a, in which the plurality of hoops are wound in a superposed state, and a plurality of parts 2b, in which the single hoop is wound, are alternately arranged in the axial direction of the main reinforcement 1. The part 2a is formed by bundling the plurality of hoops in the state of making them superposed on the outer periphery of the main reinforcement 1. The part 2b is formed of the single hoop. The parts 2a and 2b are formed of a single round bar or deformed bar in such a shape as to spirally continue in the axial direction of the main reinforcement 1.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种用于桩的螺旋箍的结构，其通过确保填充混凝土所需的长的杆排列间隔而提高混凝土的填充性能，同时确保必要的螺旋环的布置，以及用于桩的螺旋箍的RC桩的施工方法。解决方案：用于桩的螺旋箍2螺旋地布置在主加强件1的轴向上的多个主加强件1的外周上。螺旋箍2形成为使得多个多个环绕其叠置的部分2a和缠绕有单个环的多个部分2b在主加强件1的轴向上交替布置。部分2a由主加强件1的轴向方向形成在将它们重叠在主加强件1的外周上的状态下捆扎多个箍。部分2b由单个箍形成。部件2a和2b由单个圆棒或变形杆形成为在主加强件1的轴向上螺旋地继续的形状。（C）2008，JPO＆INPIT

5. 发明专利

JP2009215748A Composite structure beam, and building structure having composite structure beam 有权
标题翻译：复合结构梁和具有复合结构梁的建筑结构
公开(公告)号：JP2009215748A
公开(公告)日：2009-09-24
申请号：JP2008059101
申请日：2008-03-10
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： HOSOI YASUYUKI , TOSAI HIROYUKI , KATO MASATOSHI , UEKI RIEKO
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a composite structure beam which achieves the reduction of weight by reducing the cross section of a beam of a reinforced concrete structure at a beam end, and shortening the length of the reinforced concrete structure, and improves the flexibility of the arrangement of shear reinforcements, and to provide a building structure having the composite structure beam.
SOLUTION: In the composite structure beam 11, a hinge zone H where the beam yields by bending stress at the beam end 12 is constructed of the reinforced concrete structure, and a section on one side of a hinge zone toward a beam center is constructed of a steel frame structure. Then a steel frame 13 close to the beam center side and the beam end 12 of the reinforced concrete structure are formed into a unitary body via a boundary plate 14.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种复合结构梁，其通过减小梁端部的钢筋混凝土结构梁的横截面而减小重量，并缩短钢筋混凝土结构的长度，并且改善剪切增强件的布置的灵活性，以及提供具有复合结构梁的建筑结构。解决方案：在复合结构梁11中，通过弯梁应力在梁端12处产生的铰链区H由钢筋混凝土结构构成，并且铰链区朝向梁中心的一侧的截面由钢框架结构构成。然后，靠近梁中心侧的钢框架13和钢筋混凝土结构的梁端12经由边界板14形成为整体。版权所有（C）2009，JPO＆INPIT

6. 发明专利

JP2008095290A Beam-column joint structure of uppermost story of reinforced concrete structure 审中-公开
标题翻译：加固混凝土结构的高温梁的梁柱结构
公开(公告)号：JP2008095290A
公开(公告)日：2008-04-24
申请号：JP2006274859
申请日：2006-10-06
申请人： Godo Steel Ltd , Okumura Corp , Penta Ocean Construction Co Ltd , Tekken Constr Co Ltd , 五洋建設株式会社 , 合同製鐵株式会社 , 株式会社奥村組 , 鉄建建設株式会社
发明人： TAKEUCHI HIROYUKI , KATO MASATOSHI , HAYAKAWA KUNIO , HOSOYA HIROSHI , KISHIMOTO TAKESHI , ICHIKAWA MASAKAZU , ISHIWATARI YASUHIRO , NAKAMURA KAZUHIKO
IPC分类号： E04B1/21 , E04B1/58 , E04C5/12
摘要： PROBLEM TO BE SOLVED: To provide a beam-column joint structure of an uppermost story of a reinforced concrete structure, which can structurally secure predetermined joint shearing strength, and which solves the problem of construction. SOLUTION: In this beam-column joint structure 1 of the uppermost story of the reinforced concrete structure, a main reinforcement 7 for an upper end of a beam, and a main reinforcement 8 for a lower end of the beam are linearly arranged in a beam-column joint 2 of the uppermost story of the reinforced concrete structure in such a manner that leading ends of the main reinforcements 7 and 8 are extended; anchor plates 5 are provided at the leading ends, respectively; and a column extension portion 3, to which a column reinforcement 4 is to be anchored, is protrusively provided on the upper portion of the beam-column joint 2. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢结构混凝土结构的最上层的梁柱接头结构，其结构上可以确保预定的接合剪切强度，并且解决了施工问题。解决方案：在钢筋混凝土结构的最上层的梁柱接头结构1中，用于梁的上端的主加强件7和用于梁的下端的主加强件8线性地布置在钢筋混凝土结构的最上层的梁柱接头2中，使得主增强件7和8的前端延伸; 锚定板5分别设置在前端; 并且在柱梁接头2的上部上突出设置柱加强件4要固定到其上的柱延伸部分3。版权所有（C）2008，JPO＆INPIT

7. 发明专利

JP2008175023A Joining structure of column and beam 有权
标题翻译：柱和梁的接合结构
公开(公告)号：JP2008175023A
公开(公告)日：2008-07-31
申请号：JP2007011218
申请日：2007-01-22
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： TOSAI HIROYUKI , KATO MASATOSHI
IPC分类号： E04B1/58 , E04B1/30
摘要： PROBLEM TO BE SOLVED: To provide a joining structure of a column and a beam for easily joining a steel frame reinforced concrete beam to a steel pipe column and for easily filling concrete in the steel pipe column.
SOLUTION: This joining structure 1 of the column and the beam is a joining structure of the steel pipe column 2 filled with the concrete and the steel frame reinforced concrete beam 3. A tip part of a steel frame beam 5 in the steel frame reinforced concrete beam 3 and a tip part of a beam main reinforcement 9 arranged above and below the steel frame beam 5, are butt-welded to the steel pipe column 2. The beam main reinforcement 9 is a shaped reinforcement, and is arranged by vertically positioning ribs 10 and 11 in the axial direction. A horizontal part 13 of a stirrup 12 is arranged in the upper side rib 10, and both sides of the ribs 10 and 11 in the tip part of the beam main reinforcement 9 are welded by edge preparation.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于将钢框架钢筋混凝土梁轻松地连接到钢管柱上并且容易地在钢管柱中填充混凝土的柱和梁的接合结构。解决方案：该柱和梁的接合结构1是填充有混凝土的钢管柱2和钢框架钢筋混凝土梁3的接合结构。钢框架梁5的尖端部分在钢中框架钢筋混凝土梁3和布置在钢框架梁5的上下的梁主加强件9的顶端部分对接在钢管柱2上。梁主加强件9是成形加强件，并且由在轴向上垂直定位肋10和11。桁条12的水平部13布置在上侧肋10中，并且通过边缘准备焊接梁主加强件9的顶端部分中的肋10和11的两侧。版权所有（C）2008，JPO＆INPIT

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