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1. 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

2. 发明专利

JP2007070980A Antiearthquake reinforcing method for masonry wall, and masonry wall reinforcing material used for the reinforcing method 有权
标题翻译：防震墙的防震加固方法，以及用于加固方法的MASONRY墙面增强材料
公开(公告)号：JP2007070980A
公开(公告)日：2007-03-22
申请号：JP2005262104
申请日：2005-09-09
申请人： Ohbayashi Corp , Railway Technical Res Inst , 株式会社大林組 , 財団法人鉄道総合技術研究所
发明人： YAMAMOTO AKIRA , TORIIHARA MAKOTO , YAMADA YUKI , SUGIYAMA TOMOYASU , OTA NAOYUKI , NUNOKAWA OSAMU , OKADA KATSUYA
IPC分类号： E02D29/02 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To integrate an ashlar and a cobblestone together with a grout for reinforcement. SOLUTION: A masonry wall reinforcing material 1 comprises a hollow multihole pipe body 2 having a sharp front end, a male screw 3 formed on the base end side of the hollow multihole pipe body 2, a strike cap 4 which is screwed on the male screw 3, a connecting female screw member 6 which connects the male screw 3, which is stripped of the strike cap 4, to the front end of a grout hose 5, and a head cap 7 which is screwed on the male screw 3 stripped of the grout hose 5. On the peripheral surface of the hollow multihole pipe body 2, a flange-like contact part 11 is formed projectingly, with which the front end 12 of the strike cap 4 comes in contact. The flange-like contact part 11 is so shaped that the front end 12 of the strike cap 4 comes in contact with the flange-like contact part 11 when the strike cap 4 is screwed onto the male screw 3. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：将石灰石和鹅卵石与水泥浆一起加固以加固。解决方案：砖石墙加强材料1包括具有锋利前端的中空多孔管体2，形成在中空多孔管体2的基端侧的阳螺纹3，螺纹连接在其上的冲击盖4 外螺纹3，连接阴螺纹构件6，其将剥离击打盖4的外螺纹3连接到灌浆软管5的前端，以及头盖7，螺纹连接在阳螺纹3上剥离了胶浆软管5.在中空多孔管体2的圆周表面上，突出地形成凸缘状的接触部分11，撞击帽4的前端12与其接触。凸缘状接触部11的形状使得撞击盖4的前端12与凸缘状接触部11接触时，当打击盖4旋入外螺纹3时。 C）2007，JPO＆INPIT

3. 发明专利

JP2005009210A Reinforced structure of masonry wall and its reinforcing method 有权
标题翻译：密封墙的强化结构及其增强方法
公开(公告)号：JP2005009210A
公开(公告)日：2005-01-13
申请号：JP2003175820
申请日：2003-06-20
申请人： Ohbayashi Corp , Railway Technical Res Inst , 株式会社大林組 , 財団法人鉄道総合技術研究所
发明人： SUGIYAMA TOMOYASU , OTA NAOYUKI , MURAISHI TAKASHI , OKADA KATSUYA , TORIIHARA MAKOTO , YAMAMOTO AKIRA , YAMADA YUKI
IPC分类号： E02D17/20 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforced structure of a masonry wall capable of carrying out effective reinforcement for the whole stone masonry without being required for any working space on the front side.
SOLUTION: The reinforced structure is applied to the masonry wall 16 piling up in the vertical direction so as to adjoin masonry blocks 14 to one another by making a backing cobble stone layer 12 intervene in the front of an inclined bedrock 10 as a cut section, and it includes an upper part and leg concrete boards 18 and 20, a pair of holding plates 22, a plurality of stay piles 24 and a footing pile 26 and a screen material 28. The concrete board 18 is located on the lower end side of the masonry wall 16 and extended in the longitudinal direction. Each holding plate 22 is extended in the vertical direction of the masonry wall 16, and both up and down ends are fixed to the concrete board 18 and the concrete board 20, respectively. The stay pile 24 is driven in the bedrock 10 on the back side of the backing cobble stone layer 12. The footing pile 26 is driven in the bedrock 10 on the front side of the masonry wall 16.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够对整个石砌体进行有效加固的砖石墙体的加强结构，而不需要前侧的任何工作空间。解决方案：将加强结构施加到在垂直方向上堆积的砖石墙16，以便通过使倾斜的基岩10的前面形成背衬鹅卵石层12来邻接砖石块14，作为切割部分，并且包括上部和腿部混凝土板18和20，一对保持板22，多个停留桩24和基础桩26和筛网材料28.混凝土板18位于下部砌筑墙壁16的端部侧面并沿纵向方向延伸。每个保持板22在砖石墙16的竖直方向上延伸，并且上下两端分别固定在混凝土板18和混凝土板20上。支撑桩24在背衬石料层12的后侧的基岩10中被驱动。基桩26在砖石墙16的前侧的基岩10中被驱动。版权所有（C） 2005年，JPO＆NCIPI

4. 发明专利

JP2005009209A Reinforcing method of masonry wall 有权
标题翻译： MASONRY墙的增强方法
公开(公告)号：JP2005009209A
公开(公告)日：2005-01-13
申请号：JP2003175816
申请日：2003-06-20
申请人： Ohbayashi Corp , Railway Technical Res Inst , 株式会社大林組 , 財団法人鉄道総合技術研究所
发明人： SUGIYAMA TOMOYASU , OTA NAOYUKI , MURAISHI TAKASHI , OKADA KATSUYA , YAMAMOTO AKIRA , TORIIHARA MAKOTO , YAMADA YUKI
IPC分类号： E02D17/20 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing method capable of securing the stability of an existing masonry wall at a low cost.
SOLUTION: The reinforcing method is applied to the existing masonry wall 16 of a wet masonry system filling back-filling concrete 15 between stone blocks 14 piled up in the vertical direction so as to adjoin a plurality of stone blocks 14 to one another by making a backing cobble stone layer 12 intervene in the front of an inclined bedrock 10, a drilling hole 18 reaching the backing cobble stone layer 12 from the front of the masonry wall 16 is formed, and grout 20 is injected into the drilling hole 18 to locally provide a reinforced section 22 solidifying the grout 20. The drilling hole 18 is formed in a joint section of the stone blocks 14, and it is zigzag-placed in every other of adjoining joint sections in vertical and longitudinal directions. The drilling hole 18 is formed from the front side of the masonry wall 16 by a small drilling machine. Partial improvement and a reinforced effect can be obtained by providing the local reinforced section 22, and the fragility of the back-filling concrete 15 is reinforced to obtain the stability of the existing masonry wall 16.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供能够以低成本确保现有砌筑墙体的稳定性的加强方法。解决方案：将加固方法应用于在垂直方向堆积的石块14之间的填充混凝土15的湿法砌体系统的现有砌筑墙16中，以便将多个石块14彼此邻接通过在倾斜的基岩10的前方进行支承的鹅卵石层12，形成从砖石墙16的前方到达后方的石棉层12的钻孔18，并将灌浆20注入钻孔18 局部地提供固化浆料20的增强部分22.钻孔18形成在石块14的接合部分中，并且在垂直和纵向方向上彼此相邻的接合部分中被锯齿形地放置。钻孔18由小型钻孔机从砖石墙壁16的前侧形成。通过提供局部增强部分22可以获得部分改进和加固效果，并且加强填充混凝土15的脆性以获得现有砌筑墙16的稳定性。版权所有（C）2005年， JPO＆NCIPI

5. 发明专利

JP2008231758A Aseismic reinforcing material for masonry wall, aseismic reinforcing facility, and method of aseismic reinforcing of masonry wall 有权
标题翻译： ASEISMIC加固材料，ASEISMIC加固设备和MASISRY墙的ASEISMIC加固方法
公开(公告)号：JP2008231758A
公开(公告)日：2008-10-02
申请号：JP2007072108
申请日：2007-03-20
申请人： Ohbayashi Corp , Railway Technical Res Inst , 株式会社大林組 , 財団法人鉄道総合技術研究所
发明人： YAMADA YUKI , YAMAMOTO AKIRA , TORIIHARA MAKOTO , SUGIYAMA TOMOYASU , OTA NAOYUKI , OKADA KATSUYA
IPC分类号： E02D29/02 , E02D3/12 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To enhance economic efficiency and construction efficiency besides facilitating driving and reducing necessary strength and rigidity.
SOLUTION: This aseismic reinforcing member 101 for a masonry wall comprises a reinforcing member body 104 having a sharp part 103 at the end of a both end opening cylindrical body 102; and a hammering rod 105 inserted into the cylindrical body 102. A body side hammered part 106 with which the end of the hammering rod 102 is brought into contact is formed on the rear surface of the sharp part 103. A slit 107 serving as an outlet is formed in the cylindrical body 102. A grout material press-fed into a hollow space 108 inside the cylindrical body 102 is discharged to the periphery of the reinforcing member body 104, and placed in the gaps of rear cobble stones.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提高经济效益和施工效率，促进驾驶，降低必要的强度和刚性。解决方案：用于砌筑墙体的该抗震加固构件101包括在两端开口圆柱体102的端部具有尖锐部分103的加强构件主体104; 以及插入到圆筒体102中的锤击杆105.在尖锐部103的后表面上形成有主体侧敲击部106，撞击杆102的端部与该突起部103接触。作为出口的狭缝107 形成在圆筒体102内。压入圆筒体102内的中空空间108内的灌浆材料被排出到加固构件主体104的周边，并且放置在后卵石中的间隙中。版权所有（C）2009，JPO＆INPIT

6. 发明专利

JP2006283309A Aseismatic reinforcing method of masonry wall 有权
标题翻译： MASONRY墙的ASEISMATIC增强方法
公开(公告)号：JP2006283309A
公开(公告)日：2006-10-19
申请号：JP2005101707
申请日：2005-03-31
申请人： Ohbayashi Corp , Railway Technical Res Inst , 株式会社大林組 , 財団法人鉄道総合技術研究所
发明人： SUGIYAMA TOMOYASU , OTA NAOYUKI , OKADA KATSUYA , YAMAMOTO AKIRA , TORIIHARA MAKOTO , YAMADA YUKI
IPC分类号： E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide an aseismatic reinforcing method of a masonry wall low in construction cost while having a deformation preventing function and a strength increasing function in case of an earthquake which are at least equivalent to a conventional method. SOLUTION: A stacked stone 2B or the like near a stacked stone meeting part P1 where four stacked stones almost meet on the surface of the masonry wall is removed with a coring cutter 11 to form an insertion opening 12 reaching a filling stone area from the outside, and a driving filling pipe 13 with the front end formed as a pointed part 13b and with the open rear end formed as an inflow port 13c is inserted from the insertion opening 12 and pushed in by striking it. After a grout material 16 is injected placing a discharge hole 13dl of the driving filling pipe 13 to face approximately upward, the driving filling pipe 13 is pulled out to harden the grout material to form an approximately bulb-like solidified area between the back of four stacked stones and the ground G. This process is repeated to form a plurality of solidified areas so that plane arrangement viewed from the surface of the masonry wall is in approximately dotted shape. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有低建筑成本的砖石墙体的抗震加固方法，同时具有至少等同于常规方法的地震的变形防止功能和强度增加功能。解决方案：用取芯刀11除去四块堆积的石头几乎相遇在砖石墙表面上的层叠石会议部分P1附近的层叠石2B等，以形成到达填充石区域的插入开口12 并且具有形成为尖部13b的前端和形成为流入口13c的开口后端的驱动填充管13从插入开口12插入并通过打开而被推入。在注入灌浆材料16之后，将驱动填充管13的排放孔13d1面向大致向上，驱动填充管13被拉出以使灌浆材料硬化，从而在四条后面形成大致的球状凝固区域堆叠的石头和地面G.重复该过程以形成多个凝固区域，使得从砖石墙壁的表面观察的平面布置为大致点状。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2005009208A Reinforcing method of masonry wall 有权
标题翻译： MASONRY墙的增强方法
公开(公告)号：JP2005009208A
公开(公告)日：2005-01-13
申请号：JP2003175807
申请日：2003-06-20
申请人： Ohbayashi Corp , Railway Technical Res Inst , 株式会社大林組 , 財団法人鉄道総合技術研究所
发明人： SUGIYAMA TOMOYASU , OTA NAOYUKI , MURAISHI TAKASHI , OKADA KATSUYA , YAMAMOTO AKIRA , TORIIHARA MAKOTO , YAMADA YUKI
IPC分类号： E02D17/20 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing method capable of securing the stability of a masonry wall at a low cost.
SOLUTION: The reinforcing method is applied to the masonry wall 16 piling up a wedge stone 14 by making a backing cobble stone layer 12 intervene in the front of an inclined bedrock 10, a drilling hole 18 reaching the backing cobble stone layer 12 is formed in a joint section of the wedge stone 14, and grout 20 is injected in the backing cobble stone layer 12 through the drilling hole 18. The drilling hole 18 is formed from the front side of the masonry wall 16 by a small drilling machine. The grout 20 flows to the outside of the drilling hole 18 along a gap between cobble stones of the backing cobble stone layer 12, and after that, it is solidified after a certain time has passed. When the grout 20 is solidified, the cobble stones existing around the drilling hole 18 are connected to one another by making the grout 20 intervene to locally form an approximately bar-shaped hardening part 22.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够以低成本确保砖石墙的稳定性的加强方法。解决方案：将加固方法应用于通过在倾斜的基岩10的前面进行背衬铺成石料层12而进行堆积楔形石14的砖石墙16，到达背衬鹅卵石层12的钻孔18 形成在楔形石14的接合部分中，并且灌浆20通过钻孔18注入到背衬石料层12中。钻孔18由砖石墙16的前侧由小型钻孔机。砂浆20沿着背衬石料层12的鹅卵石之间的间隙流入钻孔18的外侧，之后在一定时间后固化。当灌浆20固化时，存在于钻孔18周围的鹅卵石通过使灌浆20介入而局部地形成大致条状的硬化部分22而相互连接。版权所有（C）2005，JPO＆NCIPI

8. 发明专利

JP2005009207A Reinforcing method of masonry wall 有权
标题翻译： MASONRY墙的增强方法
公开(公告)号：JP2005009207A
公开(公告)日：2005-01-13
申请号：JP2003175798
申请日：2003-06-20
申请人： Ohbayashi Corp , Railway Technical Res Inst , 株式会社大林組 , 財団法人鉄道総合技術研究所
发明人： SUGIYAMA TOMOYASU , OTA NAOYUKI , MURAISHI TAKASHI , OKADA KATSUYA , YAMAMOTO AKIRA , TORIIHARA MAKOTO , YAMADA YUKI
IPC分类号： E02D17/20 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing method capable of securing the stability of a masonry wall at a low cost.
SOLUTION: The reinforcing method is applied to the masonry wall 16 piling up a wedge stone 14 by making a backing cobble stone layer 12 intervene in the front of an inclined bedrock 10, a reinforcing material 18 reaching the backing cobble stone layer 12 is placed in a joint section of the wedge stone 14, and the reinforcing material 18 is anchored to the backing cobble stone layer 12 by filling the circumference of the reinforcing material 18 with grout 20. The reinforcing material 18 is formed in a bar-shaped body with a predetermined length, and when it is placed, it comes into contact with a plurality of wedge stones 14 adjacent to the joint part to constrain them so as to push the wedge stones 14 outward. The circumference of the reinforcing material 18 is filled with the grout 20, and when a certain time passes, the grout 20 is solidified to complete the reinforcing method when the reinforcing material 18 is thereby anchored to the backing cobble stone layer 12.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够以低成本确保砖石墙的稳定性的加强方法。解决方案：将加固方法应用于通过在倾斜的基岩10的前部进行背衬铺成石料层12的基础上堆积楔形石14的砖石墙16，到达背衬鹅卵石层12的加强材料18 被放置在楔形石14的接合部分中，并且通过用灌浆20填充增强材料18的周围，将增强材料18锚固到背衬石料层12上。增强材料18形成为棒状本体具有预定长度，并且当放置时，它与与接合部分相邻的多个楔形石14接触以约束它们，以将楔形石14推向外侧。补强材料18的周长填充有浆料20，当经过一定时间时，当增强材料18由此锚固到背衬石料层12时，使浆料20固化以完成增强方法。版权所有（C）2005，JPO＆NCIPI

9. 发明专利

JP2017089262A 削孔装置、削孔方法及び削孔ビット审中-公开
公开(公告)号：JP2017089262A
公开(公告)日：2017-05-25
申请号：JP2015221415
申请日：2015-11-11
申请人：株式会社大阪防水建設社 , Osaka Bosui Constr Co Ltd , 株式会社大林組 , Ohbayashi Corp
发明人： OSHIMA HIROSHI , YAMAMOTO AKIRA , INAGAWA YUSEN , SAWARA MAMORU
IPC分类号： E21B7/04 , E21B7/26 , E21B10/62
摘要：【課題】削孔ビットを地中に残置せずに削孔を行うことができる削孔装置、削孔方法、及びこの削孔装置に用いられる削孔ビットを提供する。【解決手段】削孔装置1は、軸方向に貫通しかつ注入管12を挿入可能な大きさの貫通孔21を有する削孔ビット2と、先端に削孔ビット2を備える中空の削孔管3と、貫通孔21に差し込まれる芯材4と、貫通孔21に差し込まれた芯材4の抜止め状態を形成する抜止め手段5と、削孔管3内に挿入され、抜止め手段5による芯材4の抜止め状態を解除して芯材4を貫通孔21から押し出すインナーロッド6と、を少なくとも備える。抜止め手段5は、芯材4の外周面及び貫通孔21の内表面に形成された雄ねじ50及び雌ねじ51で構成され、インナーロッド6と芯材4とは、接続手段9により一体回転可能に構成されている。【選択図】図14

10. 发明专利

JP2013117096A Bag body for natural ground reinforcement 有权
标题翻译：用于自然地基加固的袋体
公开(公告)号：JP2013117096A
公开(公告)日：2013-06-13
申请号：JP2011263962
申请日：2011-12-01
申请人： Ohbayashi Corp , 株式会社大林組 , Sanshin Corp , 三信建設工業株式会社 , Osaka Bosui Constr Co Ltd , 株式会社大阪防水建設社 , Ashimori Ind Co Ltd , 芦森工業株式会社 , Moriya Koki Kk , 守谷鋼機株式会社
发明人： YAMAMOTO AKIRA , INAGAWA YUSEN , TAKITA YASUYUKI , YAMAZAKI JUNICHI , TANIMURO HIROHISA , KARASAKI KAZUTAKA , KURATA MASAHIRO , NASU ATSUSHI , SHIMIZU NOBUTOSHI
IPC分类号： E02D17/20 , E02D5/80
摘要： PROBLEM TO BE SOLVED: To prevent leakage of a grout material from an end of a bag body even when inner pressure of the bag body increases.SOLUTION: An inventive bag body 41 for natural ground reinforcement includes: a body 3 through which a core material 2 is inserted and arranged; and fixing members 6a, 6b which are attached to ends of the body, respectively. The fixing member 6a is constituted of a bag-side sleeve 14a of which outer peripheral surface is abutted with one end peripheral edge 13a of the body 3 and a caulking member 15a with the one end peripheral edge being held between the caulking member 15a and the bag-side sleeve 14a. A female screw 16a screwed with a male screw 12a formed on one end of a core-member-side sleeve 11a is formed on the inner peripheral surface of the bag-side sleeve 14a, and the fixing member 6d is constituted of a bag-side sleeve 14d of which outer peripheral surface is abutted with the other end peripheral edge 13d of the body 3 and a caulking member 15d with the other end peripheral edge being held between the caulking member 15d and the bag-side sleeve 14d. The bag body 41 for natural ground reinforcement is provided with a movement restriction member 17 which is screwed with a male screw 12b formed on the outer peripheral surface of one end of a core-member-side sleeve 11b.
摘要翻译：要解决的问题：即使当袋体的内部压力增加时，也可防止水泥浆材料从袋体的端部泄漏。解决方案：用于自然地面加固的发明性袋体41包括：主体3，芯体2插入并布置在该主体3中; 以及固定件6a，6b，它们分别附接到主体的端部。固定部件6a由外周面与主体3的一端周缘13a抵接的袋侧套筒14a和铆接部件15a构成，其一端周缘保持在铆接部件15a和袋侧套筒14a。在袋侧套筒14a的内周面形成有与形成在芯构件侧套筒11a的一端上的外螺纹12a螺合的内螺纹16a，固定构件6d由袋侧套筒14d的外周面与本体3的另一端周缘13d抵接，铆接构件15d的另一端周边保持在铆接构件15d和袋侧套筒14d之间。用于自然地面加固的袋体41设置有移动限制构件17，该移动限制构件17与形成在芯构件侧套筒11b的一端的外周表面上的外螺纹12b螺纹连接。版权所有（C）2013，JPO＆INPIT

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