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21. 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

22. 发明专利

JP2008200638A Dewatering apparatus 审中-公开
标题翻译：脱水装置
公开(公告)号：JP2008200638A
公开(公告)日：2008-09-04
申请号：JP2007041569
申请日：2007-02-22
申请人： Bando Chem Ind Ltd , Ohbayashi Corp , バンドー化学株式会社 , 株式会社大林組
发明人： YASHIRO TSUTOMU , TANAKA YOSHIHIRO , MIKI KEIZO , KITAOKA TAKASHI , FUKUMOTO KATSUJI , SAKAMOTO MASAAKI , TORIIHARA MAKOTO , YAMADA YUKI , TERAYAMA YOSHIHIDE
IPC分类号： B01D33/04 , C02F11/12 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To efficiently dewater excavated earth and sand while supporting conveying load of the excavated earth and sand and preventing clogging by the excavated earth and sand.
SOLUTION: A belt conveyer 1 has an endless water-permeable belt 2 and an endless water-permeable sheet 3. The water-permeable belt 2 is stretched over a head pulley 4 and a tail pulley 5, circulating therebetween. The water-permeable sheet 3 is stretched over the head pulley 4, a tail pulley 6 and return rollers 7a, 7b, 7c, circulating between respective pulleys and between respective return rollers. The belt conveyor 1 has double belt structure with the water-permeable belt 2 circulating on the inner peripheral side and the water-permeable sheet 3 circulating on the outer peripheral side.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了有效地对开挖的泥沙进行脱水，同时支撑挖土砂的输送负荷，防止被挖出的泥沙堵塞。皮带输送机1具有环形透水带2和环形透水片3.透水带2在头带轮4和尾轮5之间延伸，在其间循环。透水性片材3在头带轮4，尾轮6和回转辊7a，7b，7c之间被拉伸，循环辊7a，7b，7c在相应的皮带轮之间和相应的返回辊之间循环。带式输送机1具有双层带结构，透水带2在内周侧循环，透水性片3在外周侧循环。版权所有（C）2008，JPO＆INPIT

23. 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

24. 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

25. 发明专利

JP2013124511A Building foundation structure, and building foundation construction method 审中-公开
标题翻译：建筑基金会结构和建筑基金会施工方法
公开(公告)号：JP2013124511A
公开(公告)日：2013-06-24
申请号：JP2011274667
申请日：2011-12-15
申请人： Ohbayashi Corp , 株式会社大林組
发明人： TORIIHARA MAKOTO , HARADA FUJIO , YAMANE TAKESHI , NAKAMURA TAKESHI
IPC分类号： E02D27/34 , E02D5/26 , E02D27/28
摘要： PROBLEM TO BE SOLVED: To suppress costs and effectively prevent the settlement of a building.SOLUTION: A building foundation structure 10 includes plural wood piles 14 put into a ground 2 subjected to liquefaction countermeasures under a small building 1, and a foundation board 12 formed of lightweight cement-solidified soil on the plural wood piles 14. The specific gravity of the whole foundation structure 10 including the plural wood piles 14 and the foundation board 12 is less than 2.
摘要翻译：要解决的问题：抑制成本，有效防止建筑物的沉降。解决方案：建筑物基础结构10包括放置在小型建筑物1下进行液化对策的地面2中的多个木桩14和由多个木桩14上的轻质水泥固化土壤形成的基础板12。包括多个木桩14和基础板12在内的整个基础结构10的比重小于2。（C）2013，JPO＆INPIT

26. 发明专利

JP2010069422A Water sealing method of contaminated zone 有权
标题翻译：污染区水密封方法
公开(公告)号：JP2010069422A
公开(公告)日：2010-04-02
申请号：JP2008240440
申请日：2008-09-19
申请人： Ohbayashi Corp , 株式会社大林組
发明人： TORIIHARA MAKOTO
IPC分类号： B09B1/00 , E02D5/04 , E02D5/10
CPC分类号： Y02W30/32
摘要： PROBLEM TO BE SOLVED: To seal toxic substances under the ground of a contaminated zone, and to prevent the toxic substances from rising on the groundwater flow and reaching the ground surface. SOLUTION: The water sealing method is for the contaminated zone 1 wherein an aquifer 3 is laid on an impermeable layer 2, a banking layer 4 is laid on the aquifer 3, and groundwater flowing through at least the soil of the aquifer 3 and the aquifer 3 is contaminated. A water-impervious wall 10 penetrating through the banking layer 4 and aquifer 3 from the ground surface, with an end reaching the impermeable layer 2 is provided at a given position of the contaminated zone 1. A membrane 6 having water sealability and flexibility is placed in the ground of the part surrounded with the water-impervious wall 10, with the ends water-tightly joined to the inner side face of the water-impervious wall 10. The inner side of the water-impervious wall 10 can be water-tightly demarcated into an upper layer part 7 and a lower layer part 8 by the membrane 6, keeping the toxic substances in the ground of the lower layer part 8 under the membrane 6. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：密封污染区域内的有毒物质，防止有毒物质上升到地下水流到地面。解决方案：水封方法用于污水区1，其中含水层3铺设在不渗透层2上，银层4铺设在含水层3上，地下水至少流过含水层3的土壤含水层3被污染。在污染区域1的给定位置处设置有穿透银层4和含水层3的防水壁10，其中一端到达不渗透层2。具有水密封性和柔性的膜6被放置在由不透水壁10包围的部分的底部，其端部水密地接合到防水壁10的内侧面。防水壁10的内侧可以是水密的通过膜6划分为上层部分7和下层部分8，将下层部分8的地下的有毒物质保持在膜6下。版权所有（C）2010，JPO＆INPIT

27. 发明专利

JP2009006340A Dewatering device for excavated soil sand 审中-公开
标题翻译：开挖土壤脱水装置
公开(公告)号：JP2009006340A
公开(公告)日：2009-01-15
申请号：JP2007168573
申请日：2007-06-27
申请人： Ohbayashi Corp , 株式会社大林組
发明人： YASHIRO TSUTOMU , TANAKA YOSHIHIRO , MIKI KEIZO , KITAOKA TAKASHI , FUKUMOTO KATSUJI , SAKAMOTO MASAAKI , TORIIHARA MAKOTO , YAMADA YUKI
IPC分类号： B30B9/24 , B01D33/04 , C02F11/12 , E21B21/00 , E21D9/13
摘要： PROBLEM TO BE SOLVED: To provide a dewatering device where, even if the amount of the excavated soil sand to be treated is varied, suitable pressurizing force according to the quantity to be treated is acted on the excavated soil sand. SOLUTION: The dewatering device 1 for excavated soil sand is composed of: a dewatering mechanism 1a; and a pressurizing mechanism 1b. The pressurizing belt 32 composing the pressurizing mechanism 1b is provided with: an endless inner circumferential side belt body 37 arranged at the inner circumferential side; and a pressurizing body 38 arranged at the outside of the inner circumferential side belt body. In the pressurizing body, a plurality of bag bodies 60 sealed with air as a compressible fluid are arranged along the circulation direction of the inner circumferential side belt body 37. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种脱水装置，其中即使要处理的挖掘的土砂的量变化，根据待处理的量将适当的加压作用在挖掘的土壤砂上。解决方案：挖土机的脱水装置1由脱水机构1a，和加压机构1b。构成加压机构1b的加压带32设置有：内周侧配置的环状内周侧皮带体37，以及设置在内周侧带体的外侧的加压体38。在加压体中，沿着内周侧带体37的循环方向配置有多个密封有作为可压缩流体的空气的袋体60.（C）2009，JPO＆INPIT

28. 发明专利

JP2008296193A Apparatus for dehydrating excavated earth and sand 审中-公开
标题翻译：用于脱水的地面和砂土的装置
公开(公告)号：JP2008296193A
公开(公告)日：2008-12-11
申请号：JP2007147916
申请日：2007-06-04
申请人： Ohbayashi Corp , 株式会社大林組
发明人： YASHIRO TSUTOMU , TANAKA YOSHIHIRO , MIKI KEIZO , KITAOKA TAKASHI , FUKUMOTO KATSUJI , SAKAMOTO MASAAKI , TORIIHARA MAKOTO , YAMADA YUKI
IPC分类号： C02F11/12 , B01D33/04 , B30B9/24 , E21D9/13
摘要： PROBLEM TO BE SOLVED: To provide an apparatus for dehydrating excavated earth and sand, in which the pressurizing force suitable for the throughput of the excavated earth and sand is exerted on the excavated earth and sand even when the throughput of the excavated earth and sand is fluctuated. SOLUTION: The apparatus 1 for dehydrating excavated earth and sand is composed of a dehydration mechanism 1a and a pressurization mechanism 1b. A pressurizing belt 32 constituting the pressurization mechanism 1b is composed of: an endless inner periphery-side belt main body 37 to be arranged on the inner peripheral side; a pressurizing body 38 arranged on the outside of the inner periphery-side belt main body; and an outer periphery-side belt main body 39 which is arranged on the outside of the pressurizing body and opposed to the inner periphery-side belt main body 37 in order to put the pressurizing body 38 between them. The pressurizing body 38 is formed by blowing air as a compressible fluid in the internal space of an endless bag 41 formed from a rubber-based material and arranging a plurality of partition walls 40 for partitioning the internal space in the internal space along the circulation direction of the pressurizing belt 32. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于脱水挖土的装置，其中适用于挖掘的砂土的生产量的加压力即使在挖掘的土壤和沙子的产量也施加在挖掘的泥土上沙子波动。解决方案：脱水砂土脱水装置1由脱水机构1a和加压机构1b构成。构成加压机构1b的加压带32由内周侧配置的环状内周侧皮带主体37构成，设置在内周侧带主体的外侧的加压体38; 以及外周侧带主体39，其设置在加压体的外侧并且与内周侧带主体37相对，以将加压体38放置在它们之间。加压体38通过在由橡胶类材料形成的环状袋41的内部空间中吹送空气作为可压缩流体而形成，并且设置有多个分隔壁40，用于沿着循环方向分隔内部空间中的内部空间加压带32。（C）2009，JPO＆INPIT

29. 发明专利

JP2008229611A Dehydrator of excavated earth and sand 有权
标题翻译：挖掘土地和砂土的脱水机
公开(公告)号：JP2008229611A
公开(公告)日：2008-10-02
申请号：JP2007324096
申请日：2007-12-15
申请人： Bando Chem Ind Ltd , Ohbayashi Corp , バンドー化学株式会社 , 株式会社大林組
发明人： YASHIRO TSUTOMU , TANAKA YOSHIHIRO , MIKI KEIZO , KITAOKA TAKASHI , FUKUMOTO KATSUJI , SAKAMOTO MASAAKI , TORIIHARA MAKOTO , YAMADA YUKI , TERAYAMA YOSHIHIDE
IPC分类号： C02F11/12 , B01D33/04 , B30B9/24 , E21D9/13
摘要： PROBLEM TO BE SOLVED: To efficiently dehydrate excavated earth and sand while supporting transportation load of the excavated earth and sand and further preventing clogging by the excavated earth and sand. SOLUTION: A belt conveyer 1 is constituted of a dehydration mechanism 1a and a pressurization mechanism 1b. In the dehydration mechanism 1a, a water permeable belt 2 and a water permeable sheet 3 are constituted so that transportation speeds of both may become equal and further a rear face of the water permeable sheet 3 is superposed on a surface of the water permeable belt 2 in a transportation region A. A pressurizing belt 32 of the pressurization mechanism 1b is arranged so that its circulation pathway circulates inversely to circulation pathways of the water permeable belt 2 and of the water permeable sheet 3 and the pressurization mechanism 1b is equipped with a pair of transit angle adjusting rollers 35, 35 for adjusting a transit angle of the pressurizing belt 32 so that the pressurizing belt 32 is apart from a surface of the water permeable sheet 3 only by a predetermined distance in the transportation region A and a pressurizing roller 36 arranged between a pair of transit angle adjusting rollers. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了有效地脱水开挖的沙土，同时支撑挖土砂的运输负荷，进一步防止被挖土的沙土堵塞。皮带输送机1由脱水机构1a和加压机构1b构成。在脱水机构1a中，透水性带2和透水性片3构成为使得两者的输送速度相等，并且在透水性带2的表面上再叠放透水性片3的背面在输送区域A中。加压机构1b的加压带32布置成使其循环路径与透水性带2和透水性片材3的循环路径相反地循环，并且加压机构1b配备有一对用于调节加压带32的转弯角度的过渡角调节辊35,35，使得加压带32在输送区域A和加压辊36之间距离透水性纸3的表面仅隔一定距离布置在一对过渡角调节辊之间。版权所有（C）2009，JPO＆INPIT

30. 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

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