专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JP2011252349A Boring stirring machine and landslide protection construction method 有权
标题翻译：镗孔机和山体保护施工方法
公开(公告)号：JP2011252349A
公开(公告)日：2011-12-15
申请号：JP2010128132
申请日：2010-06-03
申请人： Ohbayashi Corp , Rissho Kogyo Co Ltd , Sweet Inc , Ybm Co Ltd , 株式会社Seet , 株式会社ワイビーエム , 株式会社大林組 , 立正工業株式会社
发明人： KANEKO TADASHI , SUDO TOSHIMI , YAMAMOTO TADAHISA , WATANABE KOJI
IPC分类号： E02D3/12 , E02D5/18
摘要： PROBLEM TO BE SOLVED: To enable to construct a soil cement wall which is oriented towards an inclined direction with a prescribed angle to the vertical direction.SOLUTION: A boring stirring machine 1 for the ground improvement construction is equipped with a rod 15 having an excavation bit 20 at the extremity, a guide means 12 supporting the rod 15 which is axially movable, a rotary means 13 which rotates the rod 15, a vibromotive means 12 giving a vibromotive force to the excavation bit 20 through the rod 15, a cement milk supply means which supply a cement milk inside the rod 15. The guide means 12 is designed with an adjustable inclination angle. The adjustment of the inclination angle of the guide means 12 enables to adjust the angle of the rod 15 guided by the guide means 12 and a penetration angle of the excavation bit 20 at the extremity of the rod 15 to the soil.
摘要翻译：要解决的问题：能够构造一个朝向与垂直方向成规定角度的倾斜方向取向的土壤水泥墙。解决方案：一种用于地面改善结构的镗孔搅拌机1装备有在末端具有挖掘钻头20的杆15，支撑可轴向移动的杆15的引导装置12，旋转装置13，杆15，通过杆15向挖掘钻头20提供振动力的振动臂装置12，在杆15内供给水泥浆的水泥浆供给装置。引导装置12被设计成具有可调节的倾斜角。引导装置12的倾斜角度的调节使得能够调节由导向装置12引导的杆15的角度和在杆15的末端处的挖掘钻头20到土壤的穿透角度。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2011157767A Drilling and stirring device and method of improving ground 有权
标题翻译：钻井和搅拌装置及其改进方法
公开(公告)号：JP2011157767A
公开(公告)日：2011-08-18
申请号：JP2010021491
申请日：2010-02-02
申请人： Ohbayashi Corp , Rissho Kogyo Kk , Seet:Kk , Ybm Co Ltd , 株式会社Seet , 株式会社ワイビーエム , 株式会社大林組 , 立正工業株式会社
发明人： SATO SHINKO , KANEKO TADASHI , SUDO TOSHIMI , ARAKAWA MAKOTO , AKIYAMA HITOSHI , YOSHIDA MITSUHIRO , NAKAGAMA HIRONOBU
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a drilling and stirring device enabling steel pipes forming a rod to be reliably connected to each other without much labor.
SOLUTION: This drilling and stirring device 10 for improving a ground includes a rod 70 extending in the vertical direction, an excavation bit connected to the bottom end of the rod 70, a rotary device 60 and a shaking device 70 for applying rotation and shaking force to the rod 70, and a cement milk supply device for injecting cement milk from the excavation bit through the inside of the rod 70. The rod 70 is formed by connecting a plurality of steel pipes 71 to each other. Each steel pipe 71 comprises, at one end, an outer thread part having a thread formed on the outer periphery and, at the other end, an inner thread part having a thread on the inner periphery. The plurality of steel pipes 71 are connected to each other by threading the outer thread part with the inner thread part.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种钻孔和搅拌装置，使得形成杆的钢管彼此可靠地连接，而不用太多劳动。解决方案：用于改善地面的钻井和搅拌装置10包括沿垂直方向延伸的杆70，连接到杆70的底端的挖掘钻头，旋转装置60和用于施加旋转的摇动装置70 并且向杆70摇动;以及水泥浆供给装置，用于通过杆70的内部从挖掘钻头注入水泥乳。杆70通过将多个钢管71彼此连接而形成。每个钢管71的一端包括形成在外周上的螺纹的外螺纹部分，在另一端包括在内周上具有螺纹的内螺纹部。多个钢管71通过使外螺纹部与内螺纹部进行螺纹连接。版权所有（C）2011，JPO＆INPIT

3. 发明专利

JP2011157731A Pile structure and method for inserting steel pipe pile 有权
标题翻译：用于插入钢管的桩结构和方法
公开(公告)号：JP2011157731A
公开(公告)日：2011-08-18
申请号：JP2010020562
申请日：2010-02-01
申请人： Ohbayashi Corp , Rissho Kogyo Kk , 株式会社大林組 , 立正工業株式会社
发明人： KANEKO TADASHI , SUDO TOSHIMI , YAMAMOTO TADAHISA , WATANABE KOJI , NAKAGAMA HIRONOBU
IPC分类号： E02D5/48 , E02D5/24 , E02D5/28 , E02D5/46
摘要： PROBLEM TO BE SOLVED: To prevent complication of a connecting portion between steel pipes when a steel pipe pile is constituted by connecting the plurality of split steel pipes together.
SOLUTION: The steel pipe pile 1 includes a soil improving body 140 which comprises soil cement formed in ground, and a steel pipe pile body 100 which is embedded in the soil improving body 140. In the steel pipe pile body 100, the plurality of steel pipes 110, which have flanges 111 connected to both ends, respectively, are coupled together by fixing the flanges 111 together.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了防止当通过将多个分裂钢管连接在一起而构成钢管桩时，钢管之间的连接部分的复杂化。解决方案：钢管桩1包括土壤改良体140，该土壤改良体140包括在地面上形成的泥土，以及埋设在土壤改良体140中的钢管桩体100.在钢管桩体100中，分别连接有两端的凸缘111的多个钢管110通过将凸缘111固定在一起而联接在一起。版权所有（C）2011，JPO＆INPIT

4. 发明专利

JP2009293222A Construction joint portion forming implement, and construction method for construction joint portion of underground wall 审中-公开
标题翻译：地下建筑施工接头部分施工方法及施工方法
公开(公告)号：JP2009293222A
公开(公告)日：2009-12-17
申请号：JP2008146161
申请日：2008-06-03
申请人： Ohbayashi Corp , Rissho Kogyo Kk , Tokushu Kokoho Keikaku Kenkyusho:Kk , 株式会社大林組 , 株式会社特殊構工法計画研究所 , 立正工業株式会社
发明人： SATO SHINKO , SUDO TOSHIMI , HIRATA MASAMI , MIZUMOTO MINORU
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To enable a construction joint portion forming implement holding a joint metal in the construction of a precast panel of an underground wall to be easily separated from the pre-cast panel.
SOLUTION: A storage groove 150, which has a shape corresponding to a shape of the joint metal 20 and which can house a post-cast panel-side end of the joint metal 20, and a jack 140, which can protrude toward the side of the precast panel side 3A, are provided in the construction joint portion forming implement 100. The construction joint portion forming implement 100 is isolated from the precast panel 3A while the joint metal 20 is disengaged from the storage groove 150 by protruding the jack 140.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了能够容易地将与地下壁的预制面板的结构保持接合金属的结构接合部形成工具容易地与预制板分离。解决方案：存储槽150具有与接头金属20的形状对应的形状，并且可以容纳接合金属20的后铸造面板侧端部以及可以朝向预制板侧3A的一侧设置在施工接合部形成工具100中。施工接合部形成工具100与预制板3A隔离，同时通过突出千斤顶将接头金属20与存储槽150脱离接合（C）2010年，JPO＆INPIT

5. 发明专利

JP2011042966A Drilling and agitating unit, and soil improving apparatus 审中-公开
标题翻译：钻井平台和土壤改良装置
公开(公告)号：JP2011042966A
公开(公告)日：2011-03-03
申请号：JP2009191308
申请日：2009-08-20
申请人： Ohbayashi Corp , Seet:Kk , 株式会社Seet , 株式会社大林組
发明人： KANEKO TADASHI , SUDO TOSHIMI , YOKOYAMA BANSHI , ITO MASAMI , AKIYAMA HITOSHI
IPC分类号： E02D3/12 , E02D5/18
摘要： PROBLEM TO BE SOLVED: To provide a drilling and agitating unit capable of excavating even the hard ground.
SOLUTION: The drilling and agitating unit 10 includes: a vertically-elongated rotating rod 30; a rotator 40 for rotating the rotating rod 30; a cement milk supply device 42 which supplies cement milk through the inside of the rotating rod 30; a vertical cutting blade 21 which is provided at the tip of the rotating rod 30 in such a manner as to be vertically elongated at a space from the rotating rod 30, and cuts the ground in a circular shape by rotating the rotating rod 30 by the rotator 40; and an internal cutting blade 23 which is provided at the tip of the rotary rod 30, and cuts an inside area cut by the vertical cutting blade 21.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供能够挖掘甚至硬地面的钻井和搅拌单元。解决方案：钻井和搅拌单元10包括：垂直细长的旋转杆30; 用于旋转旋转杆30的旋转器40; 水泥奶供给装置42，其通过旋转杆30的内部供给水泥乳; 垂直切割刀片21，其设置在旋转杆30的顶端处，以便在与旋转杆30的空间处垂直地延伸，并且通过将旋转杆30旋转通过旋转杆30将地面旋转成圆形转子40; 以及设置在旋转杆30的前端的内切割刀片23，切割由垂直切割刀片21切割的内部区域。（C）2011，JPO＆INPIT

6. 发明专利

JP2015034412A 地盤アンカーおよび地盤アンカーの構築方法有权
标题翻译：地锚和结构锚地锚固方法
公开(公告)号：JP2015034412A
公开(公告)日：2015-02-19
申请号：JP2013165838
申请日：2013-08-09
申请人：株式会社大林組 , Ohbayashi Corp
发明人： EMURA MASARU , KISHI HIROYUKI , SUDO TOSHIMI , WACHI YASUHARU
IPC分类号： E02D5/80 , E02D5/24 , E02D5/28 , E02D5/30
摘要：【課題】鋼材を軸方向に連結してなる連結体を、その一端を支持層に他端を構造物に定着させることで地盤アンカーを構築するにあたり、鋼材の加工にかかるコストを低減すると共に、鋼材同士を連結する際の作業性を向上させる。【解決手段】地盤アンカー10は、複数の鋼管セグメント22が材軸方向に連結されてなる角型鋼管20がグラウト12で地盤1に定着された構成であり、角型鋼管20のジョイント部21では、ネジ式の継手構造によらずに、鋼材セグメント22の各辺同士がボルト26を用いて連結されている。ジョイント部21では、互いに連結される鋼管セグメント22の各辺に跨るようにプレート24、25が配され、該プレート24、25がボルト26で鋼管セグメント22の各辺に固定されることで、鋼管セグメント22同士が連結されている。【選択図】図2
摘要翻译：要解决的问题：为了降低钢材的加工成本，提高钢材的连接加工性，在通过将钢材沿轴向连接而形成的连接体固定在地锚上时，在其一端的支撑层和另一端的结构。解决方案：地锚10通过将沿材料轴向连接多个钢管段22而形成的方钢管20固定到地面1与水泥浆12，方钢管20的接头部分21具有彼此连接的钢材段22的不是螺旋型接头结构，而是使用螺栓26的相应侧。接头部分21还具有板 24,25被布置成在彼此连接的钢管段22的各个侧面上延伸，并且板24,25用螺栓26固定到钢管段22的各侧，以便连接t 他的钢管段22彼此相连。

7. 发明专利

JP2011140760A Drilling and agitating equipment 审中-公开
标题翻译：钻井和设备设备
公开(公告)号：JP2011140760A
公开(公告)日：2011-07-21
申请号：JP2010000713
申请日：2010-01-05
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KANEKO TADASHI , SUDO TOSHIMI
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To secure vertical accuracy without decreasing construction efficiency during soil improvement.
SOLUTION: This drilling and agitating equipment 10 for constructing a soil cement column in ground 1 includes: a rod 70 which is elongated in a vertical direction; a rotary device 60 which rotates the rod 70; a vibrating device 50 which applies a vibromotive force to the rod 70; a cement milk supply device 90 which supplies cement milk through the inside of the rod 70; a drilling bit 80 which is connected to the lower end of the rod 70; and a pilot rod 85 which is connected to the leading end of the drilling bit 80 and elongated vertically downward.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：确保垂直精度，而不会降低土壤改良期间的施工效率。解决方案：用于在地面1中构造土壤水泥柱的钻孔和搅拌设备10包括：杆70，其在垂直方向上伸长; 使杆70旋转的旋转装置60; 振动装置50，其将动力作用力施加到杆70; 水泥奶供给装置90，其通过杆70的内部供给水泥乳; 与杆70的下端连接的钻头80; 以及与钻头80的前端连接并垂直向下延伸的先导杆85。版权所有（C）2011，JPO＆INPIT

8. 发明专利

JP2009293225A Test method for push-in resistance force of pile and push-in loading test pile 有权
标题翻译：用于推力推力试验桩的推进力测试方法
公开(公告)号：JP2009293225A
公开(公告)日：2009-12-17
申请号：JP2008146168
申请日：2008-06-03
申请人： Ohbayashi Corp , 株式会社大林組
发明人： SUDO TOSHIMI , SUZUKI TAKESHI , ITO AKIYOSHI
IPC分类号： E02D33/00 , E02D5/34 , E02D5/48
摘要： PROBLEM TO BE SOLVED: To accurately evaluate the push-in resistance force of a nodular pipe without complicating a loading device.
SOLUTION: A damping member 60 buckled or yielded against a push-in load in a loading test is disposed just beneath the front end 50 of the nodular pile 10. A push-in load acts on the nodular pile 10. A strain produced at each portion of the nodular pile 10 by the push-in load is measured, and according to the measured strain, the push-in resistance forces at the joist section 30 and the enlarged-diameter section 40 are evaluated.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：准确评估结节管的推入阻力，而不会使装载装置复杂化。解决方案：在负载试验中抵抗推入负载弯曲或屈服的阻尼构件60位于结节桩10的前端50正下方。推入载荷作用在结节桩10上。应变测量通过推入载荷在结节桩10的每个部分处产生的，并且根据测量的应变来评估托梁部分30和扩径部分40处的推入阻力。版权所有（C）2010，JPO＆INPIT

9. 发明专利

JP2008184895A Underground concrete structure and construction method of underground concrete structure 有权
标题翻译：地下混凝土结构与地下结构的构造方法
公开(公告)号：JP2008184895A
公开(公告)日：2008-08-14
申请号：JP2008056636
申请日：2008-03-06
申请人： Ohbayashi Corp , 株式会社大林組
发明人： SATO SHINKO , SUDO TOSHIMI , SEI HIROTOSHI , CHATANI FUMIO
IPC分类号： E02D5/48 , E02D5/20
摘要： PROBLEM TO BE SOLVED: To provide an underground concrete structure such as a wall-shaped pile and an underground wall having a rib in the out-of-plane direction or in both the out-of-plane direction and the in-plane direction; and a construction method of such a structure.
SOLUTION: A concrete pile 10 is composed of a columnar body 12 having an expanded bottom part 16, and a wall-shaped body 14 connected to this columnar body 12. The expanded bottom part 16 constitutes the rib 18 by projecting in the out-of-plane direction of the wall-shaped body 14. In another embodiment, this underground concrete structure is constructed as a ribbed underground wall. The wall-shaped pile may be used instead of the columnar body 12.
COPYRIGHT: (C)2008,JPO&INPIT

10. 发明专利

JP2008180080A Underground concrete structure and construction method therefor 有权
标题翻译：地下混凝土结构及其施工方法
公开(公告)号：JP2008180080A
公开(公告)日：2008-08-07
申请号：JP2008056638
申请日：2008-03-06
申请人： Ohbayashi Corp , 株式会社大林組
发明人： SATO SHINKO , SUDO TOSHIMI , SEI HIROTOSHI , CHATANI FUMIO
IPC分类号： E02D5/48 , E02D5/18
摘要： PROBLEM TO BE SOLVED: To provide an underground concrete structure such as a wall-shaped pile and an underground wall, which is ribbed in an out-of-plane direction or in both out-of-plane and in-plane direction, and a construction method therefor.
SOLUTION: A concrete pile 10 is composed of a cylinder 12 with an expanded bottom 16, and a wall-shaped body 14 which is coupled to the cylinder 12. The expanded bottom 16 is protruded in the out-of-plane direction of the wall-shaped body 14 so as to constitute the rib 18. In another embodiment, the underground concrete structure is constructed as the ribbed underground wall. Additionally, the wall-shaped pile may also be used in place of the cylinder 12.
COPYRIGHT: (C)2008,JPO&INPIT

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式