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1. 发明专利

JP2009191582A Reinforcing member used for ground reinforcement, method for ground reinforcement, and ground reinforcement structure 有权
标题翻译：用于地基加固的加固构件，地基加固方法和地基加固结构
公开(公告)号：JP2009191582A
公开(公告)日：2009-08-27
申请号：JP2008036292
申请日：2008-02-18
申请人： Moriya Koki Kk , Ohbayashi Corp , Osaka Bosui Constr Co Ltd , Sanshin Corp , 三信建設工業株式会社 , 守谷鋼機株式会社 , 株式会社大林組 , 株式会社大阪防水建設社
发明人： YAMAMOTO AKIRA , INAGAWA TAKENOBU , TORIIHARA MAKOTO , YAMAZAKI JUNICHI , OHINATA MASAAKI , KURAMOTO TOMIO
IPC分类号： E02D17/20
摘要： PROBLEM TO BE SOLVED: To reduce a space generated between a hole surface and a bag body in a method for reinforcing a ground by inserting the bag body into a hole formed by drilling the ground and by press-injecting a grout into the bag body. SOLUTION: A reinforcing member 1 is fixed to a core material 20 which is inserted into a bag body 10 in a closed state of both end parts so that a block space 50 is formed inside of the cylindrical bag body 10, and the end part of the bag body 10 is fixed to the core material 20 by folding the end part 10A at the tip side of the core material 20 of the bag body 10 inward and by tightening the folded end part 10A with a restraining member 40A by the core material 20. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了通过将袋体插入到通过钻地而形成的孔中并且通过将灌浆压入到所述孔中来减小用于加强地面的方法中的孔表面和袋体之间产生的空间袋体。解决方案：加强构件1固定在芯材20上，该芯材20在两端部的封闭状态下插入到袋体10中，从而在圆筒形袋体10的内侧形成有块状空间50，将袋体10的端部通过将袋体10的芯材20的前端侧的端部10A向内侧折叠并且通过将约束构件40A的折叠端部10A紧固在折叠构件40A上而固定在芯材20上核心材料20.版权所有（C）2009，JPO＆INPIT

2. 发明专利

JP2009263865A Scaffold joint device for wall work 有权
标题翻译：用于墙壁工作的SCAFFOLD接头设备
公开(公告)号：JP2009263865A
公开(公告)日：2009-11-12
申请号：JP2008110802
申请日：2008-04-22
申请人： Ohbayashi Corp , Osaka Bosui Constr Co Ltd , Railway Technical Res Inst , 株式会社大林組 , 株式会社大阪防水建設社 , 財団法人鉄道総合技術研究所
发明人： YAMADA YUKI , YAMAMOTO AKIRA , TORIIHARA MAKOTO , OTA NAOYUKI , SUGIYAMA TOMOYASU , OTAKE TSUNEYUKI
IPC分类号： E04G7/22 , E02D17/20 , E02D29/02 , E04G1/24
摘要： PROBLEM TO BE SOLVED: To join a single tube of a work scaffold to a masonry wall reinforcing material even if irregularities exist on a wall surface without damaging a head of the masonry wall reinforcing material due to screwing and adhesion.
SOLUTION: This scaffold joint device 1 for wall work includes a cylindrical member 6 which is suitable for the head of the masonry wall reinforcing material 5, a wedge member 7, and a clamp 8 for gripping the single tube 2. The cylindrical member 6 which includes an inside diameter larger than the outside diameter of the masonry wall reinforcing material 5, can be freely rotated around the member axis A of the cylindrical member in a state that the masonry wall reinforcing material 5 is fitted into the cylindrical member. A connecting plate 21 is protrusively provided on the outer peripheral surface of the cylindrical member 6 in parallel with the material axis of the cylindrical member, and an arm member 22 is connected to the connecting plate 21 in such a manner as to be rotatable around the axis line B orthogonal to the connecting plate. The clamp 8 is attached to the arm member 22 in such a manner as to be rotatable around the material axis C of the arm member at an end on the other side of the side of connection to the connecting plate 21.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：即使在壁面上存在不规则性而不损坏由于旋转和粘附而导致的砌筑墙体增强材料的头部，也将工作脚手架的单管连接到砌体墙体增强材料。解决方案：用于墙壁工作的脚手架接头装置1包括适合于砌筑墙体增强材料5的头部的圆柱形构件6，楔形构件7和用于夹持单个管2的夹具8.圆柱形在砌体壁增强材料5装配到圆柱形构件中的状态下，包括大于砌筑壁增强材料5的外径的内径的构件6能够围绕圆筒构件的构件轴线A自由旋转。连接板21与圆柱形构件的材料轴线平行地突出地设置在圆筒构件6的外周面上，并且臂构件22以能够围绕圆筒构件6的旋转方向旋转的方式连接到连接板21 轴线B与连接板正交。夹具8以与连接板21的连接侧的另一侧的端部相对于臂构件的材料轴线C可旋转的方式附接到臂构件22.版权所有：（C）2010，JPO＆INPIT

3. 发明专利

JP2005226304A Pressure receiving plate and construction method for pressure receiving plate 有权
标题翻译：压力接收板和压力接收板的构造方法
公开(公告)号：JP2005226304A
公开(公告)日：2005-08-25
申请号：JP2004035310
申请日：2004-02-12
申请人： Moriya Koki Kk , Nittoc Constr Co Ltd , Ohbayashi Corp , Sumitomo Denko Steel Wire Kk , 住友電工スチールワイヤー株式会社 , 守谷鋼機株式会社 , 日特建設株式会社 , 株式会社大林組
发明人： YAMAMOTO AKIRA , TORIIHARA MAKOTO , YAMADA HIROSHI , FUKAI MASAYOSHI , MIKAMI TAIJI , SATOU DAIGO
IPC分类号： E02D5/80 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To facilitate construction and shorten construction term. SOLUTION: This pressure receiving plate 1 receives tension force of an anchor 25 fixed on the ground to transmit the tension force to a ground side. A platelike bearing part 2 is temporarily fixed on a surface of the ground by a pin, and a dome part 5 is positioned in an upper part of the bearing part 2 to fix the dome part 5 on the bearing part 2. A jack is provided on the anchor 25, tension force is given to the anchor 25, and the tension force is received by a pressure receiving part 8 in the dome part 5. The tension force received by the pressure receiving part 8 is transmitted to the ground side through the bearing part 2, and the whole pressure receiving plate 1 is pressed against the ground side. Consequently, since the pressure receiving plate 1 is composed of the bearing part 2 and the dome part 5 which can be separated and assembled, construction becomes easy and construction term can be shortened. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：方便施工，缩短施工期限。解决方案：该受压板1承受固定在地面上的锚固件25的张力，以将张力传递到地侧。板状轴承部件2通过销暂时固定在地面上，并且将圆顶部件5定位在轴承部件2的上部，以将圆顶部件5固定在轴承部件2上。提供千斤顶在锚固件25上，对锚固件25施加张力，并且拉伸力由拱顶部分5中的受压部分8接收。由压力接收部分8接收的张力通过承压部2，整个受压板1被压靠在地侧。因此，由于受压板1由可分离组装的轴承部分2和圆顶部分5组成，所以构造变得容易，并且可以缩短施工期限。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2004339841A Ground anchor pressure support plate 审中-公开
公开(公告)号：JP2004339841A
公开(公告)日：2004-12-02
申请号：JP2003139309
申请日：2003-05-16
申请人： Moriya Koki Kk , Nittoc Constr Co Ltd , Ohbayashi Corp , Sumitomo Denko Steel Wire Kk , 住友電工スチールワイヤー株式会社 , 守谷鋼機株式会社 , 日特建設株式会社 , 株式会社大林組
发明人： YAMAMOTO AKIRA , TORIIHARA MAKOTO , FUKAI MASAYOSHI , YAMADA HIROSHI , MIKAMI TAIJI , SATOU DAIGO
IPC分类号： E02D5/80 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a pressure support plate capable of being placed in compliance with various ground anchoring works, having a high stress transfer efficiency and adaptability against installation angle of anchors.
SOLUTION: The present plate is a precast pressure support plate 1 fixedly supporting the protruded end on the ground surface of an anchor tendon 7. The planar shape of the pressure support plate 1 is made discoid and an insertion hole 2 for installing a tendon is formed in the circular center.
COPYRIGHT: (C)2005,JPO&NCIPI

5. 发明专利

JP2006177096A Pressure receiving plate 有权
标题翻译：压力接收板
公开(公告)号：JP2006177096A
公开(公告)日：2006-07-06
申请号：JP2004373375
申请日：2004-12-24
申请人： Moriya Koki Kk , Nippon Concrete Ind Co Ltd , Nittoc Constr Co Ltd , Ohbayashi Corp , Sumitomo Denko Steel Wire Kk , 住友電工スチールワイヤー株式会社 , 守谷鋼機株式会社 , 日本コンクリート工業株式会社 , 日特建設株式会社 , 株式会社大林組
发明人： YAMAMOTO AKIRA , TORIIHARA MAKOTO , YAMADA YUKI , OKAZAKI KENJI , MIKAMI TAIJI , SATOU DAIGO , FUKAI MASAYOSHI , USUHA SHINICHI
IPC分类号： E02D17/20 , E02D5/80
摘要： PROBLEM TO BE SOLVED: To provide a pressure receiving plate which can easily be adapted to various driving angles of a ground anchor, and can secure strength great enough to receive a tensioning force from the ground anchor at the various driving angles.
SOLUTION: This pressure receiving plate comprises a pressure-receiving plate body 2 made of concrete, and a reinforcing member which is embedded in the body 2; and an insertion hole 10 which passes through a section between upper and lower surfaces is formed in the almost central part of the body 2. The insertion hole 10 comprises: an upper hole 11 of a slot whose diameter is sequentially enlarged toward the top surface of the body 2 from a first base point 16 as a thickness-direction predetermined position of the body 2; and a lower hole 12 of a slot whose diameter is sequentially enlarged toward the undersurface of the body 2 from a second base point 18 positioned below the first base point 16, and which is positioned in such a manner that the major axis and the upper hole are collinear. The lower end of the upper hole 11 and the upper end of the lower hole 12 communicate with each other via the first base point 16 and the second base point 18, and the upper hole 11 and the lower hole 12 are formed in such a manner as to be diagonally opposite to each other in a vertical direction with the first base point 16 and the second base point 18 as centers.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种可以容易地适应于地面锚的各种驱动角度的压力接收板，并且可以确保足够大的强度以在各种驱动角度从地面锚固件接收张紧力。解决方案：该受压板包括由混凝土制成的受压板主体2和嵌入在主体2中的加强件; 并且在主体2的大致中央部形成有穿过上下表面之间的插入孔10.插入孔10包括：槽的上部孔11，其直径朝向主体2从第一基点16作为主体2的厚度方向预定位置; 以及其直径从位于第一基点16下方的第二基点18朝向主体2的下表面顺序地增大的狭槽的下孔12，并且以这样的方式定位，即长轴和上孔是共线的。上孔11的下端和下孔12的上端经由第一基点16和第二基点18相互连通，上孔11和下孔12以这种方式形成在第一基点16和第二基点18为中心的同时沿垂直方向彼此对角地相对。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2005133510A Pressure receiving plate for earth anchor 审中-公开
标题翻译：用于接地锚的压力接收板
公开(公告)号：JP2005133510A
公开(公告)日：2005-05-26
申请号：JP2003373531
申请日：2003-10-31
申请人： Moriya Koki Kk , Nittoc Constr Co Ltd , Ohbayashi Corp , Sumitomo Denko Steel Wire Kk , 住友電工スチールワイヤー株式会社 , 守谷鋼機株式会社 , 日特建設株式会社 , 株式会社大林組
发明人： YAMAMOTO AKIRA , TORIIHARA MAKOTO , FUKAI MASAYOSHI , YAMADA HIROSHI , MIKAMI TAIJI , SATOU DAIGO
IPC分类号： E02D5/80 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a pressure receiving plate for an earth anchor, simply adjusting a supporting surface to be right-angled to an anchor.
SOLUTION: In this pressure receiving plate 10 for an anchor, an anchor insert hole 12 is opened in the center vertically passing therethrough, and the periphery of the forward end of the insert hole 12 is taken as a support surface 16 of a projecting end of the anchor. In the pressure receiving plate, an angle adjusting seat plate 24 having a tapered section is interposed between the support surface 16 and a fixture 28 for fixing the head of the anchor to make the support surface 16 intersect perpendicularly to the anchor 20.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供用于地锚的压力接收板，简单地将支撑表面调整成与锚固件成直角。解决方案：在用于锚固件的压力接收板10中，锚定插入孔12在垂直通过的中心开口，并且插入孔12的前端的周边被视为支撑表面16 锚的突出端。在压力接收板中，具有锥形部分的角度调整座板24介于支撑表面16和用于固定锚固头的固定件28之间，以使支撑表面16垂直于锚固件20相交。版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2004339842A Pressure support plate for ground anchor 有权
公开(公告)号：JP2004339842A
公开(公告)日：2004-12-02
申请号：JP2003139310
申请日：2003-05-16
申请人： Moriya Koki Kk , Nittoc Constr Co Ltd , Ohbayashi Corp , Sumitomo Denko Steel Wire Kk , 住友電工スチールワイヤー株式会社 , 守谷鋼機株式会社 , 日特建設株式会社 , 株式会社大林組
发明人： YAMAMOTO AKIRA , TORIIHARA MAKOTO , FUKAI MASAYOSHI , YAMADA HIROSHI , MIKAMI TAIJI , SATOU DAIGO
IPC分类号： E02D5/80 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide an inexpensive pressure support plate having optimum dimensions which can be easily executed in a field.
SOLUTION: The present plate is formed of a circular iron plate 2 fringing the outline shape of the pressure support plate 1, an insertion metal fitting 5 of a ground anchor body 23 positioning in the inside center of the iron plate and connected to the periphery of the iron plate 2 by firmly binding means 7 and stretched by a specified tension. a horizontal form 18 covering the upper opening of the iron plate 2, and concrete poured in the inside surrounded by these members integrally unifying respective parts.
COPYRIGHT: (C)2005,JPO&NCIPI

8. 发明专利

JP2006008292A Suspension tool 有权
标题翻译：暂停工具
公开(公告)号：JP2006008292A
公开(公告)日：2006-01-12
申请号：JP2004185439
申请日：2004-06-23
申请人： Moriya Koki Kk , Nippon Concrete Ind Co Ltd , Nittoc Constr Co Ltd , Ohbayashi Corp , Sumitomo Denko Steel Wire Kk , 住友電工スチールワイヤー株式会社 , 守谷鋼機株式会社 , 日本コンクリート工業株式会社 , 日特建設株式会社 , 株式会社大林組
发明人： YAMAMOTO AKIRA , TORIIHARA MAKOTO , YAMADA HIROSHI , MIKAMI TAIJI , SATOU DAIGO , FUKAI MASAYOSHI , OKAYAMA MASARU
IPC分类号： B66C1/10 , B66C1/62 , E02D5/80 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a suspension tool capable of matching an inclination and a direction of a suspended body with an inclination and a direction of a slope of a setting point easily and in high precision.
SOLUTION: This suspension tool is furnished with a mounting part 2 integrally mounted on the suspended body 10 and a suspending part 6 integrally provided on the mounting part 2 on which suspending holes 8 to mount a wire 17 are provided at a plurality of points with specified intervals between them. The suspended body 10 is inclined at an angle corresponding to the suspending hole 8 to use and held at the inclination by mounting the wire 17 in the specified suspending hole 8 of the suspending part 6, mounting this wire 17 on a hook 15 of a crane and suspending the suspended body 10 through the wire 17 by operating the crane.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够容易且高精度地将悬挂体的倾斜度和方向与倾斜度和倾斜度的方向一致的悬架工具。解决方案：该悬架工具具有一体地安装在悬挂体10上的安装部分2和一体地设置在安装部分2上的悬挂部分6，其上安装有线17的悬挂孔8，多个点之间指定间隔。悬挂体10以对应于悬挂孔8的角度倾斜以通过将线17安装在悬挂部6的指定的悬挂孔8中而以倾斜方式保持，将该线17安装在起重机的钩15上并通过操作起重机将悬挂体10悬挂在线17上。版权所有（C）2006，JPO＆NCIPI

9. 发明专利

JP2006177095A Unevenness adjusting mat and construction method therefor 有权
标题翻译：无障碍调整及其施工方法
公开(公告)号：JP2006177095A
公开(公告)日：2006-07-06
申请号：JP2004373374
申请日：2004-12-24
申请人： Moriya Koki Kk , Nippon Concrete Ind Co Ltd , Nittoc Constr Co Ltd , Ohbayashi Corp , Sumitomo Denko Steel Wire Kk , 住友電工スチールワイヤー株式会社 , 守谷鋼機株式会社 , 日本コンクリート工業株式会社 , 日特建設株式会社 , 株式会社大林組
发明人： YAMAMOTO AKIRA , TORIIHARA MAKOTO , OKAZAKI KENJI , MIKAMI TAIJI , SATOU DAIGO , FUKAI MASAYOSHI , USUHA SHINICHI
IPC分类号： E02D17/20 , E02D5/80
摘要： PROBLEM TO BE SOLVED: To provide an unevenness adjusting mat which can stably support a pressure receiving plate over a long period of time.
SOLUTION: The unevenness adjusting mat 1 which is interposed between the pressure receiving plate and the ground surface comprises a first mat part 2 which has a first chamber 3 capable of being filled with grout, and a second mat part 10 which is provided outside the mat part 2 and which has a second chamber 11 capable of being filled with grout. The area of the mat part 2 and that of the mat part 10 are set in such a manner that a ratio between the area of the mat part 2 and those of all the mat parts (the sum of the area of the mat part 2 and that of the mat part 10) corresponds to a ratio between a safety ratio for the short-term bearing capacity of soil of the ground and a safety ratio for a long-term bearing capacity of soil of the ground. From both short-term and long-term viewpoints, the pressure receiving plate can be stably supported without being tilted.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够长时间稳定地支撑受压板的不平整度调节垫。插入在受压板和接地面之间的凹凸调整垫1包括第一垫部分2，其具有能够填充有浆料的第一室3和设置有第二垫部分10 在垫部分2之外，并且具有能够填充有浆料的第二室11。垫部2的区域和垫部10的面积被设定为使得垫部2的面积与所有垫部的面积之比（垫部2的面积和垫10）的对应于地面土壤短期承载能力的安全率与地面土壤长期承载能力的安全比之间的比率。从短期和长期的观点来看，压力接收板可以稳定地支撑而不倾斜。版权所有（C）2006，JPO＆NCIPI

10. 发明专利

JP2006009318A Ground anchor 有权
标题翻译：地锚
公开(公告)号：JP2006009318A
公开(公告)日：2006-01-12
申请号：JP2004185438
申请日：2004-06-23
申请人： Moriya Koki Kk , Nippon Concrete Ind Co Ltd , Nittoc Constr Co Ltd , Ohbayashi Corp , Sumitomo Denko Steel Wire Kk , Taiyo Stainless Spring Co Ltd , 住友電工スチールワイヤー株式会社 , 大陽ステンレススプリング株式会社 , 守谷鋼機株式会社 , 日本コンクリート工業株式会社 , 日特建設株式会社 , 株式会社大林組
发明人： YAMAMOTO AKIRA , YAMADA YUKI , TORIIHARA MAKOTO , YAMADA HIROSHI , MIKAMI TAIJI , SATOU DAIGO , FUKAI MASAYOSHI , OKAYAMA MASARU , YOKOYAMA SHOJI
IPC分类号： E02D5/80
摘要： PROBLEM TO BE SOLVED: To prevent a function from deteriorating due to rust of a belleville spring, by preventing an end of the belleville spring from wearing out, without the use of oil.
SOLUTION: This ground anchor is equipped with: a tendon 2, one end of which is anchored to a ground 40 and the other end of which is exposed from a ground surface 43; an anchorage device 7 which is provided between the other end of the tendon 2 and the ground surface 43 so as to hold the tendon in a tensioned state; and the belleville spring 19 which is provided in the anchorage device 7 so as to transfer a tensile force of the tendon 2 to the side of the ground surface 43 and absorb a fluctuation in the tensile force of the tendon 2, caused by a displacement of the ground 40. Covers 27 and 34 for covering a part, coming into contact with the anchorage device 7, of the belleville spring 19 are provided between the anchorage device 7 and the belleville spring 19, so as to prevent the abrasion of the part, coming into contact with the anchorage device 7, of the belleville spring 19.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了防止由于贝氏弹簧的锈蚀而导致的功能不会因为不使用油而阻止百叶窗弹簧的端部磨损而变质。解决方案：该地锚配备有：腱2，其一端锚固到地面40，另一端从地面43露出; 锚固装置7设置在腱2的另一端与地面43之间，以将腱保持在张紧状态; 以及设置在锚固装置7中的腹板弹簧19，以将腱2的张力向地面43侧移动，并且吸收由于腱2的位移引起的腱2的张力的波动地面40.用于覆盖与挡板弹簧19的锚固装置7接触的部分的盖27和34设置在锚固装置7和百叶窗弹簧19之间，以防止部件的磨损，与贝氏弹簧19的锚固装置7接触。版权所有（C）2006，JPO＆NCIPI

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