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1. 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

2. 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

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

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

5. 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

6. 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

7. 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

8. 发明专利

JPH09158186A METHOD OF JUDGING FAILURE FORM OF CUT SLOPE AND METHOD OF PREDICTING DEEP FAILURE LIMIT RAIN QUANTITY OF THE CUT SLOPE 失效
公开(公告)号：JPH09158186A
公开(公告)日：1997-06-17
申请号：JP32539995
申请日：1995-12-14
申请人： RAILWAY TECHNICAL RES INST
发明人： SUGIYAMA TOMOYASU , OKADA KATSUYA , NOGUCHI TATSUO , MURAISHI TAKASHI , SAMIZO MASAHIKO
IPC分类号： E02D17/00 , E02D17/20 , G01D21/00 , G01W1/10
摘要： PROBLEM TO BE SOLVED: To previously judge the failure form of cut slope by substituting a structure condition, a soil quality and geology condition and a water collection condition in a judging formula, finding a score classified by failure form and judging whether deep failure or shallow failure occurs. SOLUTION: Cut height, shallow thickness and configuration of the ground of the upper part of a cut slope is substituted in the following judgment formula: (score classified by failure form)=(coefficient for cut height)×(cut height)+(coefficient for shallow soil thickness)×(shallow thickness)+(coefficient for configuration of the ground for the upper part of cut slope)×(configuration of the ground of the upper part of cut slope)+(constant), and a score classified by failure form is found. And when the score is below 1, judgment in which deep failure will occur is performed, when the score is between -1 and 1, other judgment in which deep failure or shallow failure will occur is executed. Furthermore, when the score exceeds 1, the other judgment in which shallow failure will occur is performed. Thus, judgment can be quantitatively performed on whether deep failure or shallow occurs.

9. 发明专利

JPH06173202A BRANCHING DEVICE FOR RAILROAD 失效
公开(公告)号：JPH06173202A
公开(公告)日：1994-06-21
申请号：JP33193892
申请日：1992-12-11
申请人： RAILWAY TECHNICAL RES INST , NIPPON KOTSU GIJUTSU KK , KOBE STEEL LTD
发明人： OKADA KATSUYA , HASHIMOTO SHIYOUICHI , ONO TOSHIYUKI , WAKATSUKI OSAMU , NAGAI SHIRO , YOSHIDA KATSUHIKO
IPC分类号： E01B25/00 , E01B25/28 , E01B25/34
摘要： PURPOSE:To smoothly move a moving beam by laterally moving a moving beam with each connecting pin to connect a plurality of moving beams held through a pin receiver on a truck, and making the connecting pin sliclable in the pin receiver in the longitudinal direction of the moving beam. CONSTITUTION:In the case where a branch start C is track-shifted between a reference position A. and a branch position B, lateral moving force is acted on each of trucks 4 by a hydraulic cylinder or the like. The lateral moving force is simultaneously transmitted to two adjacent moving beams in the connecting part of each of moving beams C1 to C4 through a pin receiver 11, a roller 9 and a connecting pin 1, and each of moving beams C1 to C4 is thereby laterally moved together with the truck 4. Since in this case, the pin receiver 11 moves in one body with the truck 4, and on the other hand the connecting pin 1 moves curvedly, moving force is transmitted as the pin receiver 11 and the connecting pin 1 move in the longitudinal direction of a track C. In addition frictional resistance occurring when the roller 9 moves to the pin receiver 11 decreases. Thus a moving force transmitting mechanism can be used in common between the adjacent beams, and the damage of a connecting part can be sharply reduced.

10. 发明专利

JPH06173204A BRANCHING METHOD FOR RAILROAD AND ITS DEVICE 失效
公开(公告)号：JPH06173204A
公开(公告)日：1994-06-21
申请号：JP33194092
申请日：1992-12-11
申请人： RAILWAY TECHNICAL RES INST , NIPPON KOTSU GIJUTSU KK , KOBE STEEL LTD
发明人： OKADA KATSUYA , HASHIMOTO SHIYOUICHI , ONO TOSHIYUKI , WAKATSUKI OSAMU , NAGAI SHIRO , YOSHIDA KATSUHIKO
IPC分类号： E01B25/00 , E01B25/28 , E01B25/34
摘要： PURPOSE:To prevent the breakage of a moving beam by supporting a connecting pin for connecting a plurality of moving beams on a truck, and moving the truck in the direction of the width of the moving beam to shift the track, and detecting the position in a direction perpendicular to a reference line of each moving beam for controlling the speed of the beam. CONSTITUTION:In the case of track-shifting, the opening of a solenoid proportional valve 47 is controlled by a controller 46, and the expanding speed of the hydraulic cylinder 25 of each shift-driving device G is controlled for controlling the moving speed of the truck 21. Next, the expansion rate of the cylinder 25 is detected as the moving quantity of the truck 21, namely the moving quantity in a direction perpendicular to a reference line of each moving beam by a positional sensor 45. Next the beam position of each moving beam and its corresponding beam speed are previously set up in a setting up apparatus 48, and comparatively operated on the signal input.into the setting up apparatus 48 of the sensor 45 through an operation output section 49 or the like. In the case where the position of each moving beam and speed at the above position deviate from setting up values, the cylinder 25 is accelerated or decelerated so that the deviation may be zero. Thus the position of the moving beam can be accurately detected for precisely controlling the speed of the moving beam.

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