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1. 发明专利

JP2005270802A Air clarification system, and structure having air clarification system 有权
标题翻译：空气澄清系统和具有空气澄清系统的结构
公开(公告)号：JP2005270802A
公开(公告)日：2005-10-06
申请号：JP2004087664
申请日：2004-03-24
申请人： Nittetsu Mining Co Ltd , Ohbayashi Corp , 日鉄鉱業株式会社 , 株式会社大林組
发明人： SHIDAGAWA RYUKICHI , OURA MICHIYA , ISHIKAWA YOJI , YANO TOSHINOBU , KAWAKITA TAKAYUKI , MURAKAMI HIROSHI
IPC分类号： B01D53/56 , B01D53/34 , B01D53/62 , B01D53/74
CPC分类号： Y02A50/2341
摘要： PROBLEM TO BE SOLVED: To realize an efficient and reliable air clarification without using a ventilation shaft. SOLUTION: The air clarification system 100 is provided with an air intake path 101 for taking in air of an object to be cleaned from a prescribed space 203, a dust collector 102 for removing floating particulate materials from the air of the object to be cleaned guided through the air intake path 101, a harmful substance removal device 103 for removing harmful substances such as nitrogen compound and carbon monoxide from the primary treated air that is treated in the dust collector 102, and an air return path 104 for returning the cleaned air that is treated in the harmful substance removal device 103 to the prescribed space 203. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：在不使用通风轴的情况下实现高效可靠的空气净化。解决方案：空气净化系统100设置有用于从预定空间203吸入待清洁物体的空气的进气路径101，用于将浮动的颗粒材料从物体的空气中除去的集尘器102 被清洁引导通过进气路径101，用于从在集尘器102中处理的一次处理空气中除去诸如氮化合物和一氧化碳的有害物质的有害物质去除装置103和用于返回在有害物质去除装置103中处理到规定空间203的清洁空气。版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2004360342A Widening device and widening method for existing tunnel 有权
公开(公告)号：JP2004360342A
公开(公告)日：2004-12-24
申请号：JP2003161612
申请日：2003-06-06
申请人： Ohbayashi Corp , 株式会社大林組
发明人： KAWAI MASAHIKO , MIURA MASAHIKO , OURA MICHIYA , FUJII TAKESHI
IPC分类号： E21D9/01
摘要： PROBLEM TO BE SOLVED: To provide a widening device and a widening method for an existing tunnel, which are improved in working efficiency. SOLUTION: The widening device 10 is for use in constructing a widened tunnel D on an outer peripheral side of an existing tunnel A, and formed of a leading stand 12, a trailing stand 14, a moving stage 16, widening work equipment 18, a transfer device 20, and a moving device 22. The stand 12 is arranged so as to be opposed to a working face of the widened tunnel and movable along a tunnel axial direction. The stand 14 is arranged adjacently to the rear of the stand 12, and movable along the tunnel axial direction. The stage 16 is arranged on a ceiling portion of the stand 14 in a manner movable along a tunnel circumferential direction. The equipment 18 is mounted on the ceiling portion of the stand 14 in a manner movable along the tunnel axial direction. The transfer device 20 selects pieces of the equipment 18 according to the procedure of widening works, and transfers the selected pieces from the stand 14 to the stage 16 to be mounted on the same. The moving device 22 moves the selected pieces of the equipment 18 mounted on the stage 16 along the tunnel circumferential direction while setting the selected pieces in a readily available state for the widening works. COPYRIGHT: (C)2005,JPO&NCIPI

3. 发明专利

JP2003269074A EXTENSION METHOD OF EXISTING TUNNEL 审中-公开
公开(公告)号：JP2003269074A
公开(公告)日：2003-09-25
申请号：JP2002076398
申请日：2002-03-19
申请人： PUBLIC WORKS RES INST , SENTAN KENSETSU GIJUTSU CT , OHBAYASHI CORP , PENTA OCEAN CONSTRUCTION , TOKYU KENSETSU KK , NISHIMATSU CONSTR CO LTD , MAEDA CONSTRUCTION , MITSUI MIIKE MACHINERY CO LTD
发明人： MASHITA HIDETO , KAMATA HIROHISA , NAKAMORI JUNICHIRO , OURA MICHIYA , FUJII TAKESHI , TAKEUCHI HIDEKI , YAMAMOTO ICHIRO , SUZUKI SHOZO , KIMURA SATORU , INOUE HIROYUKI , MORITA ATSUSHI , TEJIMA TAKAHARU
IPC分类号： E21D9/01 , E21D9/00 , E21D9/10
摘要： PROBLEM TO BE SOLVED: To provide an extension method of the existing tunnel capable of economically making widening in the case total extension length is long or even in the case a section is small. SOLUTION: The extension method includes an upper half widening section 20 and a lower half widening section 22, and a widening tunnel 12 including the whole section of the existing tunnel 10 inside thereof is constructed. When the widening tunnel 12 is constructed, a simple protector 24 having an inverted recess section for ensuring the traffic of a vehicle is installed at the inside of a lining layer 14, the excavation of the upper half widening section 20 is carried out before the lower half widening section 22, and a mobile working platform 26 is installed on a bench 28 formed by the preceding excavation in a movable manner along the direction of the axis of the existing tunnel 10. The excavation of the upper half widening section 20 and the fracture removal of side walls 18 of the lining layer 14 are carried out by work from the mobile working platform 26. The excavation of the lower half widening section 22 and the fracture removal of the side walls 18 of the lining layer 14 are carried out by work on roadbeds on the sides of the side walls 18. COPYRIGHT: (C)2003,JPO

4. 发明专利

JP2003269073A EXTENSION METHOD OF EXISTING TUNNEL MAKING USE OF MOBILE WORKING PLATFORM 审中-公开
公开(公告)号：JP2003269073A
公开(公告)日：2003-09-25
申请号：JP2002076406
申请日：2002-03-19
申请人： PUBLIC WORKS RES INST , SENTAN KENSETSU GIJUTSU CT , OHBAYASHI CORP , PENTA OCEAN CONSTRUCTION , TOKYU KENSETSU KK , NISHIMATSU CONSTR CO LTD , MAEDA CONSTRUCTION , MITSUI MIIKE MACHINERY CO LTD
发明人： MASHITA HIDETO , KAMATA HIROHISA , NAKAMORI JUNICHIRO , OURA MICHIYA , FUJII TAKESHI , TAKEUCHI HIDEKI , YAMAMOTO ICHIRO , SUZUKI SHOZO , KIMURA SATORU , INOUE HIROYUKI , MORITA ATSUSHI , TEJIMA TAKAHARU
IPC分类号： E21D9/01 , E21D9/00
摘要： PROBLEM TO BE SOLVED: To provide an extension method of the existing tunnel making use of a mobile working platform capable of economically making widening in the case a total extension length is long or even in the case a section is small. SOLUTION: The extension method includes an upper half widening section 20 and a lower half widening section 22, and a widening tunnel 12 including the whole section of the existing tunnel 10 inside thereof is constructed. When the widening tunnel 12 is constructed, a simple protector 24 having an inverted recess section for ensuring the traffic of a vehicle is installed at the inside of a lining layer 14 of the existing tunnel 10, and the portal mobile working platform 26 capable of coating the outer circumference of the protector 24 is installed along the direction of the axis of the existing tunnel 10 in a movable manner. The excavation of the upper half widening section 20 and the fracture removal of the ceiling section 16 of the lining layer 14 are carried out by the excavator 36 mounted on the mobile working platform 26. The excavation of the lower half widening section 22 and the fracture removal of side walls 18 of the lining layer 14 are carried out by excavators 27 through work on the roadbeds on the sides of the mobile working platform 26. COPYRIGHT: (C)2003,JPO

5. 发明专利

JP2004131951A Belt-operated concrete spray machine 有权
公开(公告)号：JP2004131951A
公开(公告)日：2004-04-30
申请号：JP2002294919
申请日：2002-10-08
申请人： Denki Kagaku Kogyo Kk , Gsk:Kk , Mitsui Miike Mach Co Ltd , Ohbayashi Corp , 株式会社ジーエスケー , 株式会社三井三池製作所 , 株式会社大林組 , 電気化学工業株式会社
发明人： OURA MICHIYA , ICHIKAWA MASAYUKI , KATO KENJI , TAKANO HIROMICHI , GOMI HIDEAKI , MATSUO YASUNOBU
IPC分类号： E21D11/10 , B05B9/043 , B08B3/02 , B28B1/32 , E04G21/02
摘要： PROBLEM TO BE SOLVED: To provide a belt-operated concrete spray machine which carries out washing work by remote control automatically and in a short time, to thereby eliminate cumbersome manual work and shorten a work interruption period.
SOLUTION: The belt-operated concrete spray machine is formed of an ejection head 1, a main pulley 8 rotatably borne by the ejection head 1 at the center location of the same, a plurality of auxiliary pulleys 9, 10, 11, 12 rotatably arranged around the main pulley 8, a belt wrap-connected to the main pulley 8 and the auxiliary pulleys 9 to 12 in a manner forming the letter Ω, for rotating the main pulley 8 upon driving of a motor 16, and a conical ejection guide 15 having a tapered tip and arranged on an upper central portion of the ejection head 1 with its base-side end located on the periphery of the main pulley 8. The ejection head 1 has a pair of high-pressure water jet nozzles 24 arranged therein so as to face their nozzle ports to respective ejection ports D, and has a plurality of high-pressure water jet nozzles 24 firmly arranged therein so as to face inside the belt 14. The jet nozzles 24 are connected to a high-pressure water pump via a high-pressure water hose 25.
COPYRIGHT: (C)2004,JPO

6. 发明专利

JP2003172097A BELT TYPE SHOTCRETE MACHINE 审中-公开
公开(公告)号：JP2003172097A
公开(公告)日：2003-06-20
申请号：JP2001370537
申请日：2001-12-04
申请人： OHBAYASHI CORP , MITSUI MIIKE MACHINERY CO LTD , GSK KK , DENKI KAGAKU KOGYO KK
发明人： IKEDA MASAO , OURA MICHIYA , NAKAJIMA MASATOMO , ICHIKAWA MASAYUKI , UENO KENJI , TAKANO HIROMICHI , MATSUO YASUNOBU , GOMI HIDEAKI
IPC分类号： E02D17/20 , E04G21/02 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a belt type shotcrete machine capable of enhancing strength of concrete solidified by being sprayed on an object face and further making low dust. SOLUTION: The belt type shotcrete machine 10 is provided with a belt type sprayer body 10 projecting not yet solidified concrete to the object face by centrifugal force of rotation of a belt 18 and a shotcrete pipe 36 forcedly pumping the concrete to the sprayer body. An accelerator of the concrete is fed together with compressed air, an accelerator feed pipe has a smaller diameter than the shotcrete pipe 36 penetrates the outer wall of the shotcrete pipe 36 to be connected so that it is projected in only a prescribed depth to the inside of the pipe, and is connected with an angle of 40 degrees to the center axis of the shotcrete pipe 36 in the upstream side of the connection part. COPYRIGHT: (C)2003,JPO

7. 发明专利

JP2001262987A CONSTRUCTION METHOD FOR ISOLATION LAYER IN TUNNEL SECONDARY LINING 失效
公开(公告)号：JP2001262987A
公开(公告)日：2001-09-26
申请号：JP2000370361
申请日：2000-12-05
申请人： OHBAYASHI CORP
发明人： OURA MICHIYA , KINASHI HIDEO , SHIROHATA HIDENORI
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To further reduce the force of constraint to the secondary lining of a primary support to prevent the cracking of secondary lining concrete. SOLUTION: Isolation layers 10 and 12 consisting of elastic bodies 30-50 mm thick are formed on the placing surface for secondary lining concrete 5 of the primary support consisting of a steel support 1 and shotcrete 2, and the secondary lining concrete 5 is thereafter placed on the isolation layers 10 and 12.

8. 发明专利

JP2010019031A Tunnel reinforcing structure, its construction method, and timbering used therefor 有权
标题翻译：隧道施工结构及其施工方法及其使用的木材
公开(公告)号：JP2010019031A
公开(公告)日：2010-01-28
申请号：JP2008181898
申请日：2008-07-11
申请人： Ohbayashi Corp , 株式会社大林組
发明人： OURA MICHIYA
IPC分类号： E21D11/10 , E21D15/00
摘要： PROBLEM TO BE SOLVED: To provide a tunnel reinforcing structure easily and safely constructed in a simple structure and capable of surely integrating a tunnel wall surface with a timbering using spray concrete, its construction method, and the timbering used therefor.
SOLUTION: In this tunnel reinforcing structure 1, an enlarged space 22 is formed by enlarging the bottom part of the inner peripheral wall 20 of an excavated tunnel and the timbering 10 is built in such a manner that reinforcements 14 are stored in the enlarged space 22. The timbering comprising a timbering body 12 for supporting the inner peripheral wall 20 of the tunnel and the reinforcements 14 both ends of which are fixed to the leg of the timbering body 12 and which are provided in such a manner as to extend from the timbering body 12 to the earth side is installed on the inner peripheral wall 20 of the tunnel in which the enlarged space 22 is formed. The inner peripheral wall 20 of the tunnel is sprayed with concrete 24 in such a manner that the reinforcements 14 stored in the enlarged space 22 and the timbering body 12 are formed integrally with each other.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种以简单结构容易安全地构造的隧道加固结构，并且能够使用喷雾混凝土，其施工方法和使用的木材确定地将隧道壁面与木材整合。解决方案：在该隧道加固结构1中，通过扩大挖掘隧道的内周壁20的底部而形成扩大的空间22，并且木材10被构造成使得加强件14储存在扩大的空间22.木材包括用于支撑隧道的内周壁20的木材主体12和两个固定在木材主体12的腿上的加强件14，并且它们以延伸的方式设置从建筑体12到地侧安装在其中形成有扩大空间22的隧道的内周壁20上。隧道的内周壁20以这样的方式喷射混凝土24，使得储存在扩大空间22中的加强件14和木结构体12彼此一体地形成。版权所有（C）2010，JPO＆INPIT

9. 发明专利

JP2004092211A Construction method of spraying concrete and its device 审中-公开
公开(公告)号：JP2004092211A
公开(公告)日：2004-03-25
申请号：JP2002255047
申请日：2002-08-30
申请人： Ohbayashi Corp , Taiheiyo Material Kk , 太平洋マテリアル株式会社 , 株式会社大林組
发明人： KAMIBAYASHI MASAYUKI , OTSUBO TATSUO , OURA MICHIYA
IPC分类号： E21D11/10 , B28C7/00 , E04G21/02
摘要： PROBLEM TO BE SOLVED: To provide a construction method of spraying concrete having a favorable mixing state of concrete with an accelerator and suppressing the generation of dusts and the occurrence of rebound.
SOLUTION: The construction of the spraying concrete forms a mist in a mixing part of the concrete in a conveying pipe and an accelerator. A construction device of the spraying concrete connects a pouring water pipe forming the mist to the mixing part of the concrete and the accelerator together with a supply pipe of the accelerator of the conveying pipe.
COPYRIGHT: (C)2004,JPO

10. 发明专利

JP2004037419A Tunnel control chart and its system 有权
标题翻译：隧道控制图及其系统
公开(公告)号：JP2004037419A
公开(公告)日：2004-02-05
申请号：JP2002198695
申请日：2002-07-08
申请人： Kansai Koji Sokuryo Kk , Nakata Sokuryo:Kk , Ohbayashi Corp , 株式会社中田測量 , 株式会社大林組 , 関西工事測量株式会社
发明人： NAKADA MASARU , NAKANIWA KAZUHIDE , OURA MICHIYA
IPC分类号： E21D11/00 , G01C7/06 , G01N21/954
摘要： PROBLEM TO BE SOLVED: To provide a tunnel control chart capable of grasping a secular change of a tunnel easily and visually. SOLUTION: This tunnel control chart includes a base line (CL) for showing the line shape of a tunnel (2), a plurality of survey points [P(i)] set at prescribed intervals along the base line (CL) of the tunnel (2), and line segments having respectively the length corresponding to the section peripheral length (Di) calculated from the section measured at each survey point [P(i)] and extending in the direction perpendicular or approximately perpendicular to the base line (CL). An object (a changed state or a facility in the tunnel) including at least one of three-dimensional coordinate data is displayed on the control chart so that the three-dimensional coordinates can be specified by the distance from the base line (CL) and the distance from the survey point [P(i)]. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供能够容易地和视觉地掌握隧道的长期变化的隧道控制图。解决方案：该隧道控制图包括用于示出隧道（2）的线形的基线（CL），沿着基线（CL）以规定间隔设置的多个测量点[P（i）]，的隧道（2），并且分段具有对应于从每个测量点[P（i）]处测量的截面计算出的截面周长（Di）的长度的线段，并且在垂直于或大致垂直于底座的方向上延伸线（CL）。包括三维坐标数据中的至少一个的对象（隧道中的改变状态或设施）被显示在控制图上，使得三维坐标可以由基线（CL）和距离测点[P（i）]。版权所有（C）2004，JPO

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