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

JP2007239239A Steel pipe pile and foot protection method therefor 有权
标题翻译：钢管及其保护方法
公开(公告)号：JP2007239239A
公开(公告)日：2007-09-20
申请号：JP2006060541
申请日：2006-03-07
申请人： East Japan Railway Co , Tekken Constr Co Ltd , 東日本旅客鉄道株式会社 , 鉄建建設株式会社
发明人： TAKASAKI HIDEAKI , SUZUKI HIROYUKI , SUZUKI YOSHIAKI , WATANABE YASUO , SAITO TAKASHI , SAITO MASAHARU , CHIJIIWA MITSUO , MORIMOTO TAKEO , TAKEDA SHIGETSUGU , NUMATA YOSHIHISA
IPC分类号： E02D5/28 , E02D5/30 , E02D5/56
摘要： PROBLEM TO BE SOLVED: To provide a steel pipe pile which can increase a skin friction and can exhibit a predetermined bearing force under a low overhead clearance condition, and to provide a foot protection method for the steel pipe pile.
SOLUTION: The steel pipe pile 1 is set up such that a cutting bit 2 is secured to a distal end thereof, and that a feed pipe 7 for feeding an excavation liquid and a hardener arranged therein communicates with an injection port 5 formed in the cutting bit 2. The steel pipe pile 1 thus set up is rotationally press-fitted into the ground. Further the steel pipe has hardener injection holes 9 formed in a lower end peripheral wall, and has hardener feed pipes 10 arranged therein, for communicating with the respective injection holes 9.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢管桩，其可以增加皮肤摩擦并且可以在低架空间隙条件下表现出预定的承载力，并且为钢管桩提供脚部保护方法。解决方案：钢管桩1被设置为使得切削刀头2固定到其远端，并且用于供给挖掘液体和固化剂的进料管7与形成的喷射口5连通在切割位置2中。这样安装的钢管桩1被旋转地压配合到地面中。此外，钢管具有形成在下端周壁中的固化剂注入孔9，并且具有布置在其中的固化剂进料管10，用于与各个喷射孔9连通。版权所有（C）2007，JPO＆INPIT

2. 发明专利

JP2013194374A Construction method of cast-in-place pile and manufacturing method of cast-in-place pile 有权
标题翻译：铸造桩的构造方法和铸造桩的制造方法
公开(公告)号：JP2013194374A
公开(公告)日：2013-09-30
申请号：JP2012060261
申请日：2012-03-16
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： TAKASAKI HIDEAKI , WADA AKIHIRO , ISHIBASHI TADAYOSHI , WATANABE YASUO , FUJIWARA TORASHIRO , IKEMOTO HIROFUMI
IPC分类号： E02D5/34
摘要： PROBLEM TO BE SOLVED: To sufficiently obtain effects of strengthening a supporting force of a pile distal end portion foundation or reducing a pile subsiding amount while suppressing cost.SOLUTION: When cement milk to be injected is switched to non-permeable cement milk after filling an injection hose 21, a bag body 20 and a discharge hose 22 with permeable cement milk, in the case where the bag body 20 is broken and the cement milk is leaked to the outside, meshes of an ambient ground Gb is clogged with a particle size adjustment member contained in the non-permeable cement milk. Thus, the permeation of the cement milk into the ambient ground Gb is suppressed. As a result, while suppressing consumption of the cement milk, effects of strengthening a supporting force of the ambient ground Gb in the distal end portion of a foundation pipe or reducing a subsiding amount of the foundation pile can be obtained at a low cost.
摘要翻译：要解决的问题：为了充分获得增强桩前端基础的支撑力的效果，或者抑制成本，减少桩的下沉量。解决方案：当填充后的水泥乳被切换为不渗透的水泥浆时注射软管21，袋体20和具有可渗透水泥浆的排出软管22，在袋体20破裂并且水泥乳泄漏到外部的情况下，环境地面Gb的网格被粒径堵塞包含在不透水泥浆中的调节构件。因此，水泥乳进入环境地面Gb的渗透被抑制。结果，在抑制水泥浆的消耗的同时，可以以低成本获得增强基础管的前端部中的环境地面Gb的支撑力或降低基础桩的下沉量的效果。

3. 发明专利

JP2005042420A Construction method for cast-in-place pile 有权
标题翻译：建筑施工方法
公开(公告)号：JP2005042420A
公开(公告)日：2005-02-17
申请号：JP2003278107
申请日：2003-07-23
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： TANIGUCHI YOSHINORI , TAKIZAWA SATOSHI , WATANABE YASUO , KIDO MOTOKO
IPC分类号： E02D5/34 , E02D3/10
摘要： PROBLEM TO BE SOLVED: To suppress liquefaction by suppressing a rise in excess pore water pressure or increasing a ground density, in terms of a cast-in-place pile. SOLUTION: The cast-in-place pile 26 is constructed in the ground, and a permeable layer or a swelling layer 24 is formed along a circumferential surface of the pile. The permeable layer 24 is constructed by charging a highly permeable material 23 such as porous concrete and crushed stone. The swelling layer 24 is constructed by charging a material 23 which is expanded by absorption of water into lime etc. A seepage control material 22 for separation from the permeable layer or the swelling layer 24 is preinstalled before the placing of concrete for the cast-in-place pile. In this way, when the permeable layer 24 is formed along the circumferential surface of the pile 26, an increase in the excess pore water pressure can be suppressed for the suppression of the liquefaction because excess pore water generated by a seismic ground motion can escape into the permeable layer 24 of the circumferential surface of the pile. Additionally, when the swelling layer 24 is formed, the ground density can be increased for the suppression of the liquefaction because the swelling layer 24 swells by virtue of the inflow of groundwater into the swelling layer 24 of the circumferential surface of the pile. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：就浇注桩而言，通过抑制过量孔隙水压力的上升或增加地面密度来抑制液化。解决方案：现浇桩26构造在地面上，并且沿着桩的圆周表面形成可渗透层或膨胀层24。可渗透层24是通过加入诸如多孔混凝土和碎石的高渗透性材料23构成的。膨胀层24通过将通过吸收水膨胀的材料23装入石灰等构成。在将用于铸造的混凝土放置之前，预先安装用于与可渗透层或膨胀层24分离的防渗材料22 地桩。以这种方式，当沿着桩26的圆周表面形成可渗透层24时，由于地震运动产生的多余的孔隙水可以逃逸，可以抑制超孔隙水压的增加以抑制液化桩的圆周表面的可渗透层24。此外，当形成膨胀层24时，由于溶解层24由于地下水流入桩的周向表面的膨胀层24而膨胀，所以可以增加地面密度以抑制液化。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2014133972A Three-dimensional reinforcement method for retaining wall 审中-公开
标题翻译：用于保留墙壁的三维加固方法
公开(公告)号：JP2014133972A
公开(公告)日：2014-07-24
申请号：JP2013000760
申请日：2013-01-08
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： NAKAJIMA SUSUMU , KOJIMA KENICHI , KANDA MASAYUKI , WATANABE KENJI , TAKASAKI HIDEAKI , KITO KAZUYA , FUJIWARA TORASHIRO , NAKAMURA TAKASHI , SUZUKI NOBUAKI , KAWASAKI ATSUSHI , WATANABE YASUO
IPC分类号： E02D29/02 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a three-dimensional reinforcement method for a retaining wall, which imparts a resistance force to the retaining wall by integrating a reinforcement member, a masking member and a wall surface together.SOLUTION: In a three-dimensional reinforcement method for a retaining wall, three-dimensional reinforcement members 2 are arranged on a wall surface of the retaining wall and fixed to natural ground 1 by the reinforcement members 3, and the retaining wall, the three-dimensional reinforcement members and a top of a back surface are integrated together to impart a resistance force to the retaining wall.
摘要翻译：要解决的问题：提供一种用于挡土墙的三维加固方法，其通过将加强构件，掩蔽构件和壁表面结合在一起而将力抵抗挡土墙。解决方案：在三维加强件挡土墙的方法，三维加强构件2设置在挡土墙的壁表面上，并通过加强构件3固定到自然地面1，并且保持壁，三维加强构件和顶部后表面被集成在一起以向挡土墙赋予阻力。

5. 发明专利

JP2007177545A Narrow place excavation/soil-removing apparatus, narrow place excavation/soil-removing construction method, and excavation/soil-removing system 有权
标题翻译：窄幅挖掘/土壤去除装置，窄幅挖掘/土壤移除施工方法，挖掘/土壤移除系统
公开(公告)号：JP2007177545A
公开(公告)日：2007-07-12
申请号：JP2005378386
申请日：2005-12-28
申请人： East Japan Railway Co , Nippon Kaiyo Kensetsu:Kk , Totetsu Kogyo Co Ltd , 東日本旅客鉄道株式会社 , 東鉄工業株式会社 , 株式会社日本海洋建設
发明人： WATANABE YASUO , KOBAYASHI MASASHI , TSUCHIDA DAISUKE , SASAGAWA TORU , KITAMURA TAKASHI , SHIMADA HIROKI , CHICHII SATOSHI
IPC分类号： E02F5/10 , E02F3/36 , E02F5/20 , E02F7/10 , F04F5/54
摘要： PROBLEM TO BE SOLVED: To excavate and remove earth and sand in a narrow place without damaging a nozzle, using a miniaturized apparatus equipped with a gas-mixing jet pump and a water jet.
SOLUTION: According to a narrow place excavation/soil-removing apparatus to be provided, a double-pipe 1 is disposed at least on the front end of a suction pipe that is connected to the suction side of the gas-mixing jet pump 3 via a hose 2 and that sucks up soil excavated in a narrow place. The double-pipe 1 consists of an inner pipe and an outer pipe, one of which functions as a suction pipe 11 and the other of which functions as a jet supply pipe 12 that is connected to a high-pressure jet pump 5 via a hose 7 and that is supplied with high-pressure water from the high-pressure jet pump 5. The jet supply pipe 12 is provided with a plurality of nozzles 13 on the front end of the jet supply pipe 12, which nozzles 13 jet high-pressure jet water to an excavation part of the narrow place. A hose 6 is connected to the suction side of the gas-mixing jet pump 3, which hose 6 supplies high-pressure jet water from the high-pressure jet pump 5.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：使用装有气体混合喷射泵和水射流的小型化装置，在狭窄的地方挖掘和除去地球和沙子而不损坏喷嘴。解决方案：根据要设置的狭窄的挖掘/去污设备，双管1至少设置在连接到气体混合射流的吸入侧的吸入管的前端泵3通过软管2，并吸收在狭窄的地方挖掘的土壤。双管1由内管和外管构成，其中之一用作吸入管11，另一个用作通过软管连接到高压喷射泵5的喷射供应管12 从高压喷射泵5供给高压水。喷射供给管12在喷射供给管12的前端设有多个喷嘴13，喷嘴13喷射高压喷水到狭窄地方的挖掘部分。软管6连接到气体混合喷射泵3的吸入侧，该软管6从高压喷射泵5供应高压喷射水。版权所有（C）2007，JPO＆INPIT

6. 发明专利

JP2007120120A Excavation method 有权
标题翻译：挖掘方法
公开(公告)号：JP2007120120A
公开(公告)日：2007-05-17
申请号：JP2005313047
申请日：2005-10-27
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： HOSHINO TADASHI , NOZAWA SHINICHIRO , WATANABE AKIYUKI , GENJUN TAKASHI , MATSUURA KAZUYA , WATANABE YASUO , SAITO TAKASHI , FUJIWARA TORASHIRO
IPC分类号： E21B7/00
摘要： PROBLEM TO BE SOLVED: To provide an excavation method which enables the accumulation of a mud cake and slime to be reduced without a decrease in excavation efficiency, in a normal circulation method.
SOLUTION: Excavation equipment 10 comprises a boring machine 12 and a grout pump 16. Slurry, which is supplied from the grout pump 16, is introduced into the rod pipe 22 of the boring machine 12. A cutter head 24 is provided at the lower end of the rod pipe 22, and an excavation hole H is excavated. The slurry introduced into the rod pipe 22 is supplied into the excavated hole H from a lower end opening of the rod pipe 22. The grout pump 16 supplies the slurry to the boring machine 12. The quantity of the slurry supplied by the grout pump 16 is 0.5-2.1 m
3 /min, that is, 1.5-5 times as large as the quantity of the slurry supplied in a conventional normal circulation method. Thus, the accumulation of the mud cake and the slime can be reduced without the decrease of the excavation efficiency in the normal circulation method.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种挖掘方法，其能够在正常循环方法中减少泥饼和泥浆的积聚而不降低挖掘效率。解决方案：挖掘设备10包括镗床12和灌浆泵16.从砂浆泵16供应的浆料被引入镗床12的杆管22中。刀头24设置在杆管22的下端和挖掘孔H被挖出。引入杆管22的浆料从杆管22的下端开口供给到挖掘孔H.浆液泵16将浆料供给到镗床12中。浆料泵16供给的浆料量为0.5-2.1m 3 / SP / min，即以常规正常循环方式供给的浆料的量的1.5-5倍。因此，在正常循环方式下，不会降低挖掘效率，可以减少泥饼和泥渣的积聚。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2014133971A Seismic strengthening method for retaining wall 有权
标题翻译：用于保持墙体的地震加固方法
公开(公告)号：JP2014133971A
公开(公告)日：2014-07-24
申请号：JP2013000759
申请日：2013-01-08
申请人： Railway Technical Research Institute , 公益財団法人鉄道総合技術研究所 , East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： NAKAJIMA SUSUMU , KOJIMA KENICHI , KANDA MASAYUKI , WATANABE KENJI , TAKASAKI HIDEAKI , KITO KAZUYA , FUJIWARA TORASHIRO , NAKAMURA TAKASHI , SUZUKI NOBUAKI , KAWASAKI ATSUSHI , WATANABE YASUO
IPC分类号： E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a seismic strengthening method for a retaining wall, which imparts a resistance force to the retaining wall by integrating a fixing reinforcement material, a masking member and a wall surface together.SOLUTION: In a seismic strengthening method for a retaining wall, a masking member 3 for covering a wall surface 2A of the retaining wall 2, and concrete fixing members 4 and 5 for firmly fixing upper and lower parts of the masking material 3 and tightening the masking material 3 are arranged, and the wall surface 2A and the masking member 3 are integrated together to prevent the collapse of the retaining wall 2 and reduce the deformation of the wall surface 2A.
摘要翻译：要解决的问题：为了提供一种用于挡土墙的抗震加固方法，其通过将固定增强材料，掩蔽构件和壁面整合在一起而对挡土墙施加阻力。解决方案：在用于挡墙，用于覆盖挡土墙2的壁面2A的掩蔽构件3和用于牢固地固定掩模材料3的上部和下部并且紧固遮蔽材料3的混凝土固定构件4和5，表面2A和掩模构件3一体化在一起，以防止挡土墙2的塌陷并减小壁表面2A的变形。

8. 发明专利

JP2005256360A Partition device 审中-公开
标题翻译：分区设备
公开(公告)号：JP2005256360A
公开(公告)日：2005-09-22
申请号：JP2004067872
申请日：2004-03-10
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： WATANABE YASUO , TSUKADA TOSHIHIRO , MATSUOKA TAKAHIRO , KOSUGE MASARU
IPC分类号： E04G21/32 , B66B7/00 , B66B23/00
摘要： PROBLEM TO BE SOLVED: To provide a partition device capable of partitioning a work space and a passage in an optional position, even when forming the passage in the height different from the work space.
SOLUTION: This partition device is composed of a passage base 10 arranged on a floor slab 1, and a freely movable partition wall 20 for partitioning the work space 2 on the side of this passage base 10 and an upper passage 3 of the passage base 10. The work space 2 can be expanded by reducing the work space 2 by expanding a width of the passage 3 or reducing a width of the passage 3 to the contrary, by moving the partition wall 20. Otherwise, the work space 2 and the passage 3 are integrated, and are used as the work space 2, or can be used as the passage 3.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：即使在与工作空间不同的高度形成通道的情况下，也能够提供能够将工作空间和通道分隔开的分隔装置。解决方案：该分隔装置由布置在地板1上的通道基座10和用于分隔该通道基座10一侧的工作空间2的可自由移动的分隔壁20和通过使分隔壁20移动，可以通过扩大通道3的宽度或减小通道3的宽度来减小工作空间2而扩大工作空间2.否则，工作空间2 并且通道3被整合，并且被用作工作空间2，或者可以用作通道3.版权所有（C）2005，JPO＆NCIPI

9. 发明专利

JP2014227729A 盛土補強構造及び盛土の補強方法审中-公开
标题翻译：银行加固结构和银行加固方法
公开(公告)号：JP2014227729A
公开(公告)日：2014-12-08
申请号：JP2013108530
申请日：2013-05-23
申请人：東日本旅客鉄道株式会社 , East Japan Railway Co , ジェイアール東日本コンサルタンツ株式会社 , Jr Higashi Nippon Consultants Kk
发明人： NOZAWA SHINICHIRO , TAKASAKI HIDEAKI , FUJIWARA TORASHIRO , NAKAMURA TAKASHI , KITO KAZUYA , SUZUKI NOBUAKI , KAWASAKI ATSUSHI , WATANABE YASUO , ISHIBASHI TADAYOSHI
IPC分类号： E02D17/20 , E02D3/12
摘要：【課題】盛土の法面の脇に用地を確保せずとも、盛土を補強出来るようにする。【解決手段】側部に法面2bを有し一方向に連続するように形成された盛土2の補強構造1は、盛土2の補強前に予想されるすべり面Pを上下方向に突き抜けるように鉛直方向に沿って法面2bの地中に埋設されてなる固化改良体3が盛土2の連続方向に沿って複数設けられたものである。【選択図】図1
摘要翻译：要解决的问题：即使没有确保银行边坡边缘之间的情况，也可以实现银行业强化。解决方案：在一种用于银行业2的加强结构1中，在侧部具有斜面2b并形成为继续形成一个方向，多个凝固改善体3被设置在垂直方向上以垂直方式穿过在银行业2的加强之前的滑动面P的斜面2b的地面中银行的持续发展方向2。

10. 发明专利

JP2013221371A Structure for reinforcing masonry wall and method for reinforcing masonry wall 有权
标题翻译：用于增强墙壁的结构和用于增强墙壁的方法
公开(公告)号：JP2013221371A
公开(公告)日：2013-10-28
申请号：JP2012095303
申请日：2012-04-19
申请人： East Japan Railway Co , 東日本旅客鉄道株式会社
发明人： TAKASAKI HIDEAKI , FUJIWARA TORASHIRO , WATANABE YASUO , NAKAMURA TAKASHI , IMAI TSUTOMU , HISHIDA MASAKI
IPC分类号： E02D29/02 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a structure for reinforcing a masonry wall, which is easily constructed, is constructed in a large area per unit of time, is inexpensive, and can reduce the spread of masonry blocks toward the front of a slope land even when the masonry blocks unpile, and to provide a method for reinforcing the masonry wall.SOLUTION: A structure 1 for reinforcing a masonry wall is a structure for reinforcing a masonry wall 2 formed by stacking masonry blocks 2a on the front face of a slope land L, and comprises: an elastic member 3 that is arranged at the front of the masonry blocks 2a and has elasticity; and a fixing member 4 that fixes the elastic member 3 to the slope land L.
摘要翻译：要解决的问题：为了提供一种容易构造的用于加强砌体墙的结构，其在单位时间内大面积地构造，价格便宜，并且可以减少砖石块向斜坡地面的平面的扩散甚至当砌体堵塞时，并提供加固砌筑墙的方法。解决方案：用于加固砌筑墙的结构1是用于加强通过在斜坡地面上堆叠砖石块2a而形成的砖石墙2的结构 L，并且包括：弹性构件3，其布置在砖石块2a的前部并具有弹性; 以及将弹性部件3固定在斜坡部L上的固定部件4。

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