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1. 发明专利

JP2009052958A Building outer wall inspection device and system 审中-公开
标题翻译：建筑外墙检查装置和系统
公开(公告)号：JP2009052958A
公开(公告)日：2009-03-12
申请号：JP2007218466
申请日：2007-08-24
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： TANI YUICHI , NAKAMURA HARUO , YAMAURA ICHIRO
IPC分类号： G01N29/12 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a building outer wall inspection device and a system capable of performing an inspection work of a building outer wall by remote operation, and performing an accurate inspection work by fixing an inspection device body surely to the outer surface.
SOLUTION: This building outer wall inspection device 10 is equipped with the inspection device body 11 for acquiring inspection data by performing a defect detection operation to the building outer wall; a lateral member 12 suspended from a building upper part, disposable oppositely to the wall surface, for mounting thereon the inspection device body movably in the lateral direction; lifting parts 13, 14 for lifting the lateral member; and a fixing means capable of fixing the lateral member onto the wall surface when performing the detection operation.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种建筑物外墙检查装置和能够通过远程操作进行建筑物外墙检查工作的系统，并且通过将检查装置本体固定到外部来进行精确的检查工作表面。解决方案：该建筑物外墙检查装置10配备有检查装置主体11，用于通过对建筑物外壁执行缺陷检测操作来获取检查数据; 悬挂在建筑物上部的横向构件12，与墙壁表面相反地一次地安装，用于沿横向可移动地安装检查装置主体; 起重部件13,14用于提升侧部件; 以及当执行检测操作时能够将侧面构件固定到壁表面上的固定装置。版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2009235680A Beam-column joint unit and construction method of beam-column joint 有权
标题翻译：梁柱接头单元和梁柱接头的构造方法
公开(公告)号：JP2009235680A
公开(公告)日：2009-10-15
申请号：JP2008080156
申请日：2008-03-26
申请人： Penta Ocean Construction Co Ltd , 五洋建設株式会社
发明人： TAKEUCHI HIROYUKI , YAMAURA ICHIRO
IPC分类号： E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a beam-column joint unit and a construction method of a beam-column joint which enable the rationalization of the construction of a reinforced concrete structure and the shortening of a construction period when the beam-column joint of reinforced concrete construction is precast (PCa).
SOLUTION: The beam-column joint unit 10 is integrated by being precast so as to constitute a joint between a column of the reinforced concrete construction and a beam of a precast member. The beam-column joint unit comprises a column joint 20 joined to the column, and at least two beam joints 11-14 which are protruded from a side surface of the column joint so as to be joined to the beam. The beam joint has a placement portion 15 which enables the beam to be placed on a surface joined to the beam.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种梁柱接头单元和梁柱接头的施工方法，其能够使钢筋混凝土结构的构造合理化，并且当梁柱的施工周期缩短时钢筋混凝土结构接头是预制（PCa）。解决方案：梁柱接头单元10通过预制构成一体，以便构成钢筋混凝土结构的柱与预制构件的梁之间的接头。梁柱接头单元包括连接到柱的柱接头20和从柱接头的侧表面突出以至于梁连接的至少两个梁接头11-14。梁接头具有一个放置部分15，该放置部分使光束能够放置在与光束连接的表面上。版权所有（C）2010，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

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

6. 发明专利

JP2006112927A Test specimen for confirming filling properties of concrete 审中-公开
标题翻译：确定混凝土填充性能的试验样品
公开(公告)号：JP2006112927A
公开(公告)日：2006-04-27
申请号：JP2004300876
申请日：2004-10-15
申请人： Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： MORI TATSUYA , YAMAURA ICHIRO , TAKEUCHI HIROYUKI
IPC分类号： G01N33/38 , G01F22/00
摘要： PROBLEM TO BE SOLVED: To provide a test specimen which enables confirmation of the filling properties and behavior of concrete under specific conditions.
SOLUTION: This test specimen is equipped with a test specimen body 25, which is formed into a box shape by both the rectangular front and rear-surface templates 21 and 22 arranged in parallel so as to leave an interval in the forward and rearward directions, a fixed short side surface template 23 for closing one short side-short side interval parts of both front and rear-surface templates and a fixed long side surface template 24 for closing long side-long side interval parts of both front and rear-surface templates and constituted so that the other long side-long side interval parts and short side-short side interval parts of long side-long side interval parts are opened a test piece main body 25 constituted so that both front and rear-surface templates are installed so as to set the opened long side-long side interval parts or short side-short side interval parts to an upper side, an on-off type short side surface template 26 for closing the other short side-short side interval parts in openable manner, and an on-off type long side surface template 27 for closing the other long side-long side interval parts in openable manner. Rod-shaped obstacles 30 and 30, supposing reinforcing connection materials, such as studs or the like, are attached to the inside surfaces of the respective templates.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够在特定条件下确认混凝土的填充性能和性能的试样。解决方案：该试样配备有被测试体25，该试样体25通过平行布置的矩形前后模板21和22两者形成为箱形，以便在前方留下间隔，用于封闭前表面和后表面模板的一个短边短边间隔部分的固定短边表面模板23和用于封闭前后两个长边侧间隔部分的固定长边侧模板24 构成为使得长边长间隔部分的其他长侧长边间隔部分和短侧短边间隔部分被打开，试件主体25被构造成使得前表面和后表面模板被安装成将开放的长侧长边间隔部分或短侧短边间隔部分设置在上侧，用于闭合另一短边短边间隔pa的开关型短边表面模板26 并且可开启地封闭另一长边侧长间隔部分的开 - 关型长侧面模板27。杆状障碍物30和30，假设加强连接材料（例如螺柱等）附接到各个模板的内表面。版权所有（C）2006，JPO＆NCIPI

7. 发明专利

JP2005200849A Method and device for filling concrete in concrete filled steel pipe column 有权
标题翻译：在混凝土填充钢管柱中填充混凝土的方法和装置
公开(公告)号：JP2005200849A
公开(公告)日：2005-07-28
申请号：JP2004005793
申请日：2004-01-13
申请人： Penta Ocean Constr Co Ltd , 五洋建設株式会社
发明人： TAKEUCHI HIROYUKI , YAMAURA ICHIRO
IPC分类号： E04B1/30 , E04C3/34 , E04G21/02
摘要： PROBLEM TO BE SOLVED: To increase working efficiency by performing the other workings using a hoist in parallel with the placement of concrete without occupying the hoist when concrete is fallen and placed.
SOLUTION: As a guide pipe 1 for placing concrete, a longitudinally extensible structure formed by fitting a plurality of unit pipes 10a to 10d to each other so as to be slid in the axial direction is used, and a manual winch 15 for controlling the height of a lower end opening is fitted to the guide pipe 1. The guide pipe 1 is inserted into a steel pipe column 20, the upper end side of the guide pipe 1 is fixed to the steel pipe column 20, and concrete filling operation is performed. According to the height of filling of the concrete in the steel pipe column, the height of the lower end opening is controlled by the winch 15.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提高工作效率，通过使用葫芦进行其他工作，与混凝土的放置平行而不占用起重机，当混凝土下落和放置时。解决方案：作为用于放置混凝土的引导管1，使用通过将多个单位管10a〜10d彼此嵌合以沿轴向滑动而形成的纵向延伸结构，并且使用手动绞盘15 控制下端开口的高度安装在导管1上。导管1插入钢管柱20中，导管1的上端侧固定在钢管柱20上，混凝土填充执行操作。根据钢管柱中混凝土的填充高度，下端开口的高度由绞车15控制。版权所有（C）2005，JPO＆NCIPI

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