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1. 发明专利

JP2006125055A Shaft constructing method 有权
标题翻译：轴构造方法
公开(公告)号：JP2006125055A
公开(公告)日：2006-05-18
申请号：JP2004314937
申请日：2004-10-29
申请人： Jfe Metal Products & Engineering Inc , Jfe建材株式会社 , Kato Construction Co Ltd , 株式会社加藤建設
发明人： MAKINO MASAKI , HAMADA YOSHIYUKI , SATO SHUICHI
IPC分类号： E21D5/10 , E02D23/00 , E21D1/08
摘要： PROBLEM TO BE SOLVED: To provide a shaft constructing method for constructing a shaft having a larger effective diameter and a larger effective depth efficiently without incurring cost increase. SOLUTION: According to the shaft constructing method, cylindrical earth retaining wall assemblies 1a, 1b, 1c which are each formed by assembling a corrugated steel skin plate 5 and a cage frame 4 as unit elements, are successively connected to each other on a cutting edge ring 10, and at the same time excavation of a shaft bottom and press-fitting of the wall assemblies by a press-fitting apparatus are repeatedly carried out, to thereby construct the shaft H formed of the earth retaining wall assemblies 1 having a predetermined depth. Each of the earth retaining wall assemblies 1a to 1c is formed of ring beams and longitudinal cross beams 3 as essential elements. Load applied by the press-fitting apparatus 7 is transmitted via the cross beams 3 in each stage to the cutting edge ring 10 at a front end of the shaft. After construction of the shaft H, the cage frames 4 are disassembled to be removed, and only the skin plates 5 are left as the earth retaining wall 1. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于在不引起成本增加的情况下有效地构建具有较大有效直径和较大有效深度的轴的轴构造方法。解决方案：根据轴构造方法，通过组装波纹钢表层板5和作为单元的笼式框架4形成的圆柱形挡土墙组件1a，1b，1c相互连接在切削刃环10，并且同时通过压配装置挖掘轴底和压配壁组件，从而构成由挡土墙组件1形成的轴H，该轴H具有预定深度。每个挡土墙组件1a至1c由环形梁和纵向横梁3作为必要元件形成。由压入装置7施加的载荷通过各级的横梁3在轴的前端被传递到切削刃环10。在构造轴H之后，将框架4拆卸以便移除，并且只剩下皮肤板5作为挡土墙1.版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2005351007A Earth retaining wall for immersion and execution method for the same 有权
标题翻译：地板保持墙用于其浸入和执行方法
公开(公告)号：JP2005351007A
公开(公告)日：2005-12-22
申请号：JP2004174545
申请日：2004-06-11
申请人： Jfe Metal Products & Engineering Inc , Jfe建材株式会社 , Kato Construction Co Ltd , 株式会社加藤建設
发明人： SATO SHUICHI , MASUBUCHI TAKESHI , HAMADA YOSHIYUKI
IPC分类号： E02D23/00 , E02D23/08
摘要： PROBLEM TO BE SOLVED: To provide an earth retaining wall for immersion and its execution method, provided with a low cost earth retaining wall unit and requiring no high manufacturing accuracy, capable of concurrently executing other works such as installation works even if the work is during the excavating work for a new cylindrical earth retaining wall.
SOLUTION: A cylindrical earth retaining wall 601 is assembled by a unit height and immersed by a unit height thereof by a pressing-in immersion apparatus 610. By repetition of a process excavating the inside of the cylindrical earth retaining wall, the earth retaining wall is immersed to a specified depth. The cylindrical earth retaining wall 601 is provided with a cage-shaped frame to which one or more frames assembled from oblong members into a lattice shape are jointed together and one or more plates which are curved corresponding to the curvature of the external shape of the cage-shaped frame. The plate is jointed with the cage-shaped frame in the lowermost end of the earth retaining wall and in the other parts of the lowermost end, mutual plates are jointed in the earth retaining wall for immersion.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种用于浸没的挡土墙及其执行方法，其具有低成本的挡土墙单元，并且不需要高的制造精度，能够同时执行诸如安装工程的其他工作，即使在新的圆柱形土挡土墙的挖掘工作中工作。解决方案：圆柱形土挡土墙601由单位高度组装，并通过压入浸没设备610浸入其单位高度。通过重复挖掘圆柱形土挡土墙内部的过程，地球挡土墙浸入指定的深度。圆筒形接地保持壁601设置有笼形框架，一个或多个从长方形构件组装成格子状的框架连接在一起，并且一个或多个与所述保持架的外部形状的曲率相对应的板形框架。该板与挡土墙最下端的笼状框架连接，最下端的其他部分将相互的板连接在挡土墙上进行浸渍。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2005127006A Immersion earth retaining wall and construction method of the immersion earth retaining wall 有权
标题翻译：倾斜地球保持墙的临时保持墙和施工方法
公开(公告)号：JP2005127006A
公开(公告)日：2005-05-19
申请号：JP2003363632
申请日：2003-10-23
申请人： Jfe Metal Products & Engineering Inc , Jfe建材株式会社 , Kato Construction Co Ltd , 株式会社加藤建設
发明人： SATO SHUICHI , SENOO YOSHIKAZU , KIRIHARA HIROAKI , EJIRI HIROSHI
IPC分类号： E02D5/68 , E02D17/08 , E02D23/08 , E21D5/10
摘要： PROBLEM TO BE SOLVED: To provide an immersion earth retaining wall capable of having an earth retaining wall segment at a low cost without being required for any high manufacturing accuracy and simultaneously carrying out other work such as an installation work or the like of a new cylindrical earth retaining wall even if it is carried out during the excavation work.
SOLUTION: In the earth retaining wall immersed up to a predetermined depth by repeating a process excavating the inside of the cylindrical earth retaining wall by immersing the cylindrical earth retaining wall only by a unit height by a press-in immersion device by assembling the cylindrical earth retaining wall by the unit height, the cylindrical earth retaining wall is equipped with a cylindrical frame 2a connected by combining long and narrow reinforcing material 4, etc. in a lattice-shape and one or two or more outside plates 3 making flexural work in accordance with curvature of an appearance of the cylindrical frame 2a, and the immersion earth retaining wall characterized by connecting each outside plate 2a to the cylindrical frame 2a with a joint material is provided.
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具有挡土墙段的浸没式土挡土墙，而不需要任何高的制造精度，并且同时进行诸如安装作业等的其他工作一个新的圆柱形土挡土墙，即使在挖掘工作中进行。解决方案：通过重复进行挖掘圆柱形土挡土墙内部的工艺，将挡土墙浸没在预定的深度上，方法是通过压入式浸入装置将圆柱形土挡土墙浸入单元高度，圆柱形土挡土墙以单位高度为单位，圆柱形土挡土墙配有圆柱形框架2a，圆柱形框架2a通过将长而窄的增强材料4等组合成格子形状和一个或两个或多个外侧板3而进行弯曲连接根据圆柱形框架2a的外观曲率进行工作，并且以接合材料连接每个外侧板2a与圆柱形框架2a为特征的浸入式土挡土墙。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2004360383A Sliding gate device installed in opening of shaft, and its construction method 有权
标题翻译：安装在轴上的滑动门装置及其构造方法
公开(公告)号：JP2004360383A
公开(公告)日：2004-12-24
申请号：JP2003162691
申请日：2003-06-06
申请人： Jfe Metal Products & Engineering Inc , Jfe建材株式会社
发明人： SATO SHUICHI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a sliding gate which can be simplified in the structure, assembling works at site can be simplified, and which can be applied even in the construction under a road where the height space is restricted, and further, in which a slide gate can be uniformly attached closely to the back face packing. SOLUTION: An opening for start and arrival of a shield excavator is formed at the side wall. Until the shaft is constructed and the shield excavator starts and arrives, the slide gate device for closing the opening is bisected into the upper slide gate device 1A and the lower slide gate device 1B. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供可以简化结构的滑动门，可以简化现场的组装工作，并且即使在高度空间被限制的道路下的施工中也可以应用，并且还可以其中滑动门可以均匀地附着到背面包装上。解决方案：在侧壁形成盾构式挖掘机的开始和到达的开口。直到轴被构造并且盾构挖掘机开始到达，用于关闭开口的滑动门装置被平分成上部滑动门装置1A和下部滑动门装置1B。版权所有（C）2005，JPO＆NCIPI

5. 发明专利

JP2004293210A Renovation method for electric pole 有权
公开(公告)号：JP2004293210A
公开(公告)日：2004-10-21
申请号：JP2003088899
申请日：2003-03-27
申请人： Jfe Metal Products & Engineering Inc , Jfe建材株式会社
发明人： SATO SHUICHI
IPC分类号： E02D27/42 , E04H12/08 , E04H12/22 , H02G1/02 , H02G7/00
摘要： PROBLEM TO BE SOLVED: To renovate an electric pole easily, surely, in a short time, and at a low cost. SOLUTION: An existing hollow electric pole 1 is cut off leaving its base 1A, and a connecting pole 2 having a length to project from the base 1A is inserted into the base 1A. A gap between the base 1A and the connecting pole 2 is filled with a filler 3. A gap adjusting spacer 4 whose outer peripheral surface is formed to be tapered is fitted to a part of the connecting pole 2 projecting from the base 1A. A lower part of a tapered new hollow electric pole 5 is fitted to the connecting pole 2 by the spacer 4. Thus, the new electric pole 5 is constructed on the base 1A. COPYRIGHT: (C)2005,JPO&NCIPI

6. 发明专利

JP2006307455A Shutter device for entrance and start or arrival method for shield machine 有权
标题翻译：用于进入和开始或切割方法的快门设备
公开(公告)号：JP2006307455A
公开(公告)日：2006-11-09
申请号：JP2005128422
申请日：2005-04-26
申请人： Jfe Metal Products & Engineering Inc , Jfe建材株式会社 , Mutsubishi Rubber Co Ltd , Sato Kogyo Co Ltd , 佐藤工業株式会社 , 六菱ゴム株式会社
发明人： SATO SHUICHI , SUDO OSAMU , YOSHINARI TOSHIO , ONO TAKASHI , FUKUMOTO FUKUYUKI , MORIYAMA MITSUO , SEKIYA MASAYUKI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To prevent flooding from occurring when an entrance is removed and to easily remove the entrance mounted on a slide gate device.
SOLUTION: A shutter device A for entrance is installed between the slide gate device and the entrance. A space between the shield machine 5 inserted into the entrance in which a high concentration slurry is filled and a shutter plate 4 is closed by moving the shutter plate 4. The high concentration slurry on the rear side of the shutter plate 4 is drained, and replaced with a back-fill material, and a water sealing agent is filled thereto.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了防止在移除入口时发生溢流并且容易地移除安装在滑动门装置上的入口。
解决方案：用于入口的快门装置A安装在滑动门装置和入口之间。通过移动快门板4将插入到其中填充有高浓度浆料的入口的屏蔽机5和快门板4之间的空间关闭。将快门板4的后侧上的高浓度浆料排出，替换为填充填充材料，并且向其填充密封剂。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2006132239A Shield tunnel bifurcation construction method and slide gate device 有权
标题翻译：盾构隧道施工方法和闸门装置
公开(公告)号：JP2006132239A
公开(公告)日：2006-05-25
申请号：JP2004324068
申请日：2004-11-08
申请人： Jfe Metal Products & Engineering Inc , Jfe建材株式会社 , Sato Kogyo Co Ltd , 佐藤工業株式会社
发明人： SATO SHUICHI , SUDO OSAMU , YOSHINARI TOSHIO , ONO TAKASHI , FUKUMOTO FUKUYUKI , MORIYAMA MITSUO
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a shield tunnel bifurcation construction method which dispenses with soil improvement and therefore leads to drastic reduction of bifurcation construction costs, elimination of traffic hindrance during execution of soil improvement work, and elimination of troubles caused by defective soil improvement work etc.
SOLUTION: The shield tunnel bifurcation construction method is carried out by constructing one shield tunnel 1 in a lateral direction, and connecting the other shield tunnel 2 to a side portion of the one tunnel 1. According to the method, when the one shield tunnel 1 is constructed, a slide gate device 4 is arranged in the one shield tunnel at a joint location to the other tunnel beforehand, and an entrance box 17 is mounted on the slide gate device 4 to keep pressure in the entrance box equal to or more than external pressure. Thereafter when a shield machine for excavating the other shield tunnel starts from or arrives at the joint location, a slide gate 9 of the slide gate device is opened. The slide gate 9 is divided into three divisions according to the width of a segment 22 of the one shield tunnel, and when the one shield tunnel 1 is constructed, the slide gate is coupled to each other in one body.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种省去土壤改良的盾构隧道分岔施工方法，从而大大降低分岔施工成本，消除土壤改良工作执行过程中的交通阻塞，消除缺陷造成的麻烦土壤改良工作等。解决方案：盾构隧道分岔施工方法是沿横向构造一个盾构通道1，并将另一个屏蔽隧道2连接到一个隧道1的侧部。根据方法，当构成一个屏蔽隧道1时，预先将滑动门装置4设置在与另一个隧道的联合位置处的一个屏蔽隧道中，并且将入口箱17安装在滑动门装置4上以保持压力入口箱等于或大于外部压力。此后，当用于挖掘另一屏蔽隧道的屏蔽机器从接合位置开始或到达时，滑动门装置的滑动门9打开。滑动闸门9根据一个盾构通道的段22的宽度被分成三个部分，并且当构造一个屏蔽隧道1时，滑动门在一个主体中彼此耦合。版权所有（C）2006，JPO＆NCIPI

8. 发明专利

JP2004044265A Entrance structure 有权
公开(公告)号：JP2004044265A
公开(公告)日：2004-02-12
申请号：JP2002204482
申请日：2002-07-12
申请人： Jfe Metal Products & Engineering Inc , Jfe建材株式会社 , Sato Kogyo Co Ltd , 佐藤工業株式会社
发明人： SATO SHUICHI , TSURUMI AKITOSHI , MORIYAMA TORU , UECHI ISAMU
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide an entrance structure which is safe, good in workability, reusable, and advantageous in economy. SOLUTION: There is provided an entrance consisting of a slide gate unit 2, and an entrance bearing metallic frame 4 and an entrance metallic frame 5 which are arranged on a shaft side of the slide gate unit 2. The entrance metallic frame 5 has an entrance packing 6 and a flange 5b arranged on a side closer to the entrance bearing metallic frame 4. The entrance bearing metallic frame 4 has a flange 4d arranged on a side closer to the entrance metallic frame 5. Then the flange 4d of the entrance bearing metallic frame 4 is abutted on the flange 5b of the entrance metallic frame 5, and the flanges are fastened to each other by means of fastening fixtures such as Burmanns, to thereby connect the entrance bearing metallic frame 4 and the entrance metallic frame 5 together. COPYRIGHT: (C)2004,JPO

9. 发明专利

JP2003307092A Reinforcing structure for shaft opening section 有权
标题翻译：用于轴开启部分的加固结构
公开(公告)号：JP2003307092A
公开(公告)日：2003-10-31
申请号：JP2002115224
申请日：2002-04-17
申请人： Jfe Metal Products & Engineering Inc , Jfe建材株式会社 , Sato Kogyo Co Ltd , 佐藤工業株式会社
发明人： SATO SHUICHI , SATO KAZUYOSHI , TSURUMI AKITOSHI , EJIRI HIROSHI , FUKUMOTO FUKUYUKI , UECHI ISAMU
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To reinforce an opening section for a shaft.
SOLUTION: When segments are assembled, the segments having double structures composed of the first segments 21 and the second segments 22 are arranged to a section just above the opening section 3. The first segment 21 has a girder height, in which the segment 21 is not brought into contact with a gate 6 for the opening section 3 when the gate 6 is pulled up, and is arranged so as not to be brought into contact with the gate 6 when the gate 5 is pulled up. The second segment 22 is installed inside the first segment 21 by a bolt connection, and can be removed. A transmission member 12 for a load in the case of a shaft immersion is interposed and disposed among the segments 21 and 22 having the double structures and the gate 6. An entrance metallic flask 29 is mounted in the shaft after the shaft immersion, and a reinforcing beam 10 is connected between reinforcing members 7 and 8. The second segments 22 are removed. A shield machine 30 is secured. The gate 6 is pulled up, and the shield machine 30 is started.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：加强轴的开口部分。解决方案：当组件组装时，具有由第一段21和第二段22组成的双重结构的段布置在刚好在开口部分3上方的部分上。第一段21具有梁的高度，当门6被拉起时，段21不与用于开口部分3的门6接触，并且当门5被拉起时被布置成不与门6接触。第二段22通过螺栓连接安装在第一段21内，并且可以被移除。在轴浸渍的情况下，用于负载的传动构件12插入并设置在具有双重结构和闸门6的段21和22之间。在轴浸入之后，入口金属烧瓶29安装在轴中，并且加强梁10连接在加强构件7和8之间。第二段22被移除。屏蔽机30被固定。门6被拉起，屏蔽机30启动。版权所有（C）2004，JPO

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