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1. 发明专利

JP2013086895A Belt conveyor device and expansion and contraction method of belt conveyor device 有权
标题翻译：带式输送机装置及带式输送机装置的膨胀和收缩方法
公开(公告)号：JP2013086895A
公开(公告)日：2013-05-13
申请号：JP2011227027
申请日：2011-10-14
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MATSUI NOBUYUKI , IKEMATSU KENJI
IPC分类号： B65G21/14 , B65G15/14 , B65G23/44
摘要： PROBLEM TO BE SOLVED: To provide a belt conveyor device that can expand and contract a conveying distance for an article to be conveyed in a short time when the article to be conveyed is sandwiched by two belts and conveyed in an upward and downward direction.SOLUTION: The belt conveyor device 1 includes: a conveying belt 2 for sandwiching the article to be conveyed by the first belt 2A and the second belt 2B, and conveying it in an upward and downward direction; a frame member 3 to which the conveying belt 2 is provided; and a tension applying mechanism 33 for applying tension to the conveying belt 2 by the first carrier roller 35A for displacing the conveying belt 2 in the first direction that intersects with the first belt 2A, and the second carrier roller 35B for displacing the conveying belt 2 in the second direction opposite to the first direction. The frame member 3 is formed by connecting a plurality of conveying device units 31 that can be attached to and detached from each other. The conveying device units 31 are provided with the tension applying mechanism 33, and the conveying distance of the article to be conveyed can be expanded and contracted in a short time by attaching and detaching the conveying device units 31.
摘要翻译：要解决的问题：提供一种带式输送装置，当输送物品夹在两根皮带之间并在上下方向输送时，能够在短时间内使待输送物品的输送距离膨胀和收缩方向。皮带传送装置1包括：传送带2，用于夹持由第一带2A和第二带2B输送的物品，并沿上下方向传送; 设置输送带2的框架构件3; 以及张力施加机构33，用于通过用于使输送带2沿与第一带2A相交的第一方向移位的第一承载辊35A向输送带2施加张力，以及用于使输送带2移位的第二承载辊35B 在与第一方向相反的第二方向上。框架构件3通过连接可以附接到彼此并且彼此分离的多个输送装置单元31而形成。输送装置单元31设置有张力施加机构33，并且通过安装和拆卸输送装置单元31可以在短时间内使被输送物品的输送距离膨胀和收缩。版权所有（C））2013，JPO＆INPIT

2. 发明专利

JP2010249634A Method of stationing waste stuff 有权
标题翻译：废物处理方法
公开(公告)号：JP2010249634A
公开(公告)日：2010-11-04
申请号：JP2009098855
申请日：2009-04-15
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MATSUI NOBUYUKI , OKUTSU KAZUO , TAKAMURA TAKASHI
IPC分类号： G21F9/36
摘要： PROBLEM TO BE SOLVED: To provide a method of stationing waste stuffs allowing a cylindrical waste stuff to be simply and surely stationed in a disposal gallery of a minimum necessary diameter.
SOLUTION: In a lower part of the disposal gallery 1, an invert 7 having an axial protrusive ridge 11 of a tunnel 3 is installed near the middle of an upper surface 9. On an upper surface 13 of the protrusive ridge 11, a groove 15 is provided having such a circular arc-shaped cross-section as substantially coincides in curvature with an outer circumferential surface of the cylinder-shaped waste stuff 21. Next, a conveying vehicle 23, having a gripping mechanism 29 and a traveling mechanism 25, is used to convey the waste stuff 21 and a bentonite block 39 to a prescribed position in the disposal gallery 1 with both sides of them sandwiched between a pair of arms 31 of the gripping mechanism 29. The waste stuff 21 and the bentonite block 39 are mounted in the groove 15 so that the center thereof is positioned near the middle of the disposal gallery 1. Then, a backfilled part 19 above the invert 7 is backfilled with bentonite, or the like, by using a spray vehicle 45.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种驻扎废料的方法，允许将圆柱形废物简单且牢固地固定在具有最小必需直径的处理库中。解决方案：在处理槽1的下部，在上表面9的中部附近安装具有隧道3的轴向突出脊11的反转件7.在突出脊11的上表面13上，设置有具有与圆筒形废料21的外圆周表面基本上重合的圆弧形横截面的槽15.接下来，具有夹持机构29和行进机构的输送车辆23 25用于将废料21和膨润土块39输送到处理槽1中的规定位置，其两侧夹在夹持机构29的一对臂31之间。废料21和膨润土块 39被安装在槽15中，使得其中心位于处理容器1的中部附近。然后，通过使用喷雾车辆45，在反相器7上方的回填部分19用膨润土等进行回填。 P>版权所有（C）2 011，JPO＆INPIT

3. 发明专利

JP2010096584A Obstacle detector and obstacle detection method 有权
标题翻译： OBSTACLE检测器和OBSTACLE检测方法
公开(公告)号：JP2010096584A
公开(公告)日：2010-04-30
申请号：JP2008266446
申请日：2008-10-15
申请人： Kajima Corp , National Institute Of Advanced Industrial Science & Technology , 独立行政法人産業技術総合研究所 , 鹿島建設株式会社
发明人： OSHIO MAKOTO , HAMAMOTO KENICHI , MATSUNAGA YOSHINORI , MATSUI NOBUYUKI , KAGAMI SATOSHI , SIMON THOMPSON , MATSUI TOSHIHIRO
IPC分类号： G01S17/93 , G01C3/06 , G08G1/16
摘要： PROBLEM TO BE SOLVED: To provide an obstacle detector and an obstacle detection method for preventing an obstacle from being erroneously detected, and improving the detection accuracy of the obstacle.
SOLUTION: The obstacle detector 17A is provided with: a position/posture information calculating section 15b for finding position/posture information on a conveyor vehicle 3A; a second laser scanner 16 for obtaining shape information on a surrounding environment of the conveyor vehicle 3A; a detection area information storage 17a for storing detection area information on an area in which the obstacle is detected along a running route S; an obstacle detection area calculating section 17b for finding obstacle detection area from the shape information and the detection area information; and an obstacle detecting section 17c for detecting the obstacle based on the obstacle detection area. The obstacle detector 17A prevents a non-obstacle such as an underground facility from being erroneously detected as the obstacle, and improves the detection accuracy of the obstacle.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于防止障碍物被错误检测的障碍物检测器和障碍物检测方法，并且提高障碍物的检测精度。解决方案：障碍物检测器17A设置有：位置/姿势信息计算部分15b，用于在传送车辆3A上找到位置/姿势信息; 第二激光扫描器16，用于获得关于输送车辆3A的周围环境的形状信息; 检测区域信息存储装置17a，用于沿着运行路径S存储检测区域的检测区域信息; 用于从形状信息和检测区域信息中找出障碍物检测区域的障碍物检测区域计算部分17b; 以及基于障碍物检测区域来检测障碍物的障碍物检测部17c。障碍物检测器17A防止诸如地下设施的非障碍物被错误地检测为障碍物，并且提高障碍物的检测精度。版权所有（C）2010，JPO＆INPIT

4. 发明专利

JP2010091284A Waste disposal installation for radioactive waste disposal site and waste disposal method 有权
标题翻译：放射性废物处理场废物处置和废物处理方法
公开(公告)号：JP2010091284A
公开(公告)日：2010-04-22
申请号：JP2008258592
申请日：2008-10-03
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MATSUI NOBUYUKI , OKUTSU KAZUO , SHINPO HIROSHI , TAKAMURA TAKASHI
IPC分类号： G21F9/36
摘要： PROBLEM TO BE SOLVED: To provide a waste disposal installation and a waste disposal method for efficiently burying/disposing of waste by improving the form of a waste disposal installation, the opening/closing and movement of provisional lids, the layout of a crane, etc. to construct a compact and simple structure to the disposal installation, in a radioactive waste disposal site used for geological disposal of low-level radioactive waste, and the like.
SOLUTION: Unit silos 11 for storing waste are disposed on the same circumference to form a doughnut-shaped silo group 12 in top plane view. A waste carrying-in device 30 for carrying the waste into the respective unit silos 11 is circumferentially rotatably installed at the center of the doughnut. The provisional lids 40 for opening/closing upper openings of the respective unit silos 11 are installed so that they can travel circumferentially on the silo group 12. The waste carried in the center of the doughnut is charged into and set in each unit silo 11 opening the provisional lid 40. The provisional lid 40 is closed to prevent leakage of radioactivity and intrusion of rainwater. When the unit silo 11 is filled with the waste, disposal is moved onto the next unit silo.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供废物处理装置和废物处理方法，通过改进废物处理装置的形式，有效地掩埋/处置废物，打开/关闭和移动临时盖子，布置a 起重机等，为处置设施，低放射性废物的地质处置用放射性废物处置场等构造紧凑简单的结构。解决方案：用于存储废物的单元仓11被设置在相同的圆周上，以在俯视图中形成圆环状料仓组12。用于将废物运送到相应的单元筒仓11中的废弃物搬入装置30周向地可旋转地安装在环形圈的中心。用于打开/关闭各个单元筒仓11的上部开口的临时盖子40被安装成使得它们可以圆周地在筒仓组12上行进。在圆环的中心处携带的废物被装入并设置在每个单元仓11打开临时盖40关闭，以防止放射性的泄漏和雨水的侵入。当单元仓11充满废物时，处理被移动到下一个单元仓。版权所有（C）2010，JPO＆INPIT

5. 发明专利

JP2007284989A Tunnel interior building method 有权
标题翻译：隧道内部建筑方法
公开(公告)号：JP2007284989A
公开(公告)日：2007-11-01
申请号：JP2006113191
申请日：2006-04-17
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MATSUI NOBUYUKI , TAMADA KOICHI
IPC分类号： E21D11/08 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a tunnel interior building method for correcting errors in segment construction to build the interior of a tunnel precisely and efficiently using a precast invert, etc.
SOLUTION: Both side ends of the tunnel are lined with segments 1 integrated with side wall brackets, and a precast invert 2 is set on the bottom of the tunnel. A precast floor panel 3 is set between the side wall brackets 1a and 1a of the segment 1, and a precast middle wall 4 is set between the precast floor panel 3 and the precast invert 2. Extension brackets 5 are set between the side wall brackets 1a and the precast floor panel 3 while setting locations of the extension brackets 5 are measured. The precast invert 2 is anchored to the bottom of the tunnel with anchor bolts 13, and the precast middle wall 4 is anchored to the precast invert 2 with anchor volts 19.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于校正段结构中的误差的隧道内部建筑方法，以使用预制倒置等来精确和有效地建立隧道的内部。解决方案：隧道的两个侧端内衬有与侧壁支架集成的段1，并且在隧道的底部设置预制倒置2。在段1的侧壁支架1a和1a之间设置有预制地板镶板3，并且在预制地板镶板3和预制倒棱2之间设置预制中间壁4.延伸支架5设置在侧壁支架测量延伸支架5的位置，同时对预制地板面板3进行测量。预制翻转2用锚固螺栓13固定在隧道的底部，预制中间壁4锚固到具有锚伏电压19的预制翻转2中。（C）2008，JPO＆INPIT

6. 发明专利

JP2014105482A Active silencing device 审中-公开
标题翻译：主动遮光装置
公开(公告)号：JP2014105482A
公开(公告)日：2014-06-09
申请号：JP2012258951
申请日：2012-11-27
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MIURA SATORU , SANO YUKI , MATSUI NOBUYUKI
IPC分类号： E21F17/00 , E04B1/82 , E21D9/00 , E21D9/14 , E21F17/12 , G10K11/178
摘要： PROBLEM TO BE SOLVED: To provide an active silencing device capable of being installed while securing a passage for vehicle traffic and reducing a noise with a wide frequency band generated by tunnel construction.SOLUTION: A fixed type low-frequency band speaker 15a is installed at an outer shell side in a tunnel 8. Then, a truck 25 mounted with a reference microphone 17, a high-frequency band speaker 15b and an error microphone 19 is moved so that the high-frequency band speaker 15b is positioned at an opening section 13, surrounded by low-frequency band speakers 15a, which is a central section of the tunnel 8. Blasting work of the natural ground 1 is subsequently conducted while reducing a noise by operating an active silencing device 21. When a construction vehicle travels in the tunnel 8, the truck 25 is kept in a place out of construction traffic.
摘要翻译：要解决的问题：提供能够安装车辆交通通道并且通过隧道施工产生的宽频带降低噪声的主动消音装置。解决方案：固定式低频带扬声器15a安装在然后，安装有参考传声器17，高频带扬声器15b和误差麦克风19的卡车25移动，使得高频带扬声器15b位于开口部分 13是由隧道8的中心部分的低频带扬声器15a所围绕的。随后，通过操作主动消音装置21，减少噪音，进行自然地面1的爆破作业。当施工车辆在隧道8，卡车25被保存在施工交通的地方。

7. 发明专利

JP2014043311A Sandwich conveyor 审中-公开
标题翻译：三菱输送机
公开(公告)号：JP2014043311A
公开(公告)日：2014-03-13
申请号：JP2012185541
申请日：2012-08-24
申请人： Nippon Conveyor Co Ltd , 日本コンベヤ株式会社 , Kajima Corp , 鹿島建設株式会社
发明人： TATSUMI SEIICHI , YOSHIKAWA KATSUHIRO , MATSUI NOBUYUKI , IKEMATSU KENJI
IPC分类号： B65G15/16 , B65G15/08
摘要： PROBLEM TO BE SOLVED: To provide a sandwich conveyor configured to keep loaded baggage from getting lost.SOLUTION: A sandwich conveyor X is configured to: slope a first belt 3 upward at a front loading section of a first head pulley; pass the belt through a convex curve and then slope the belt downward; run the belt upwardly through an upward recessed curve; arrange a trough type lower roller 11 between a baggage reception section on back of the first belt and a section for starting to slope the belt upward; and arrange a trough type upper roller 12 between middle and front of a downward slope on a back side of a second belt 6 that overlaps the first belt from a position just before the top of an upward slope of the first belt.
摘要翻译：要解决的问题：提供一种夹层输送机，其构造成使载运行李不会丢失。解决方案：夹层输送机X构造成：在第一头带轮的前装载部分向上倾斜第一带3; 将皮带穿过凸曲线，然后将皮带向下倾斜; 将皮带向上运行通过向上凹陷的曲线; 在第一带背面的行李接收部分和用于开始向上倾斜带的部分之间布置槽型下辊11; 并且在第二带6的背面侧的向下倾斜的中间和前部之间布置有槽式上辊12，该第二带6从第一带的向上倾斜的顶部之前的位置与第一带重叠。

8. 发明专利

JP2010053513A Device and method for installing wall body 有权
标题翻译：用于安装墙体的装置和方法
公开(公告)号：JP2010053513A
公开(公告)日：2010-03-11
申请号：JP2008216333
申请日：2008-08-26
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MATSUI NOBUYUKI , NAKATANI YUKIHIRO , SATO TADAHIRO , YAMAGUCHI MUNEHISA , ARAI TAKAHIRO , TAKIZAWA SEIICHIRO , KAWADA MASATOSHI
IPC分类号： E01C1/04 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide an installation device for a wall body, and a construction method for the same for constructing a retaining wall, etc. of an approach section of a grade separation, by which an construction occupation range of a road is reduced to minimum, and a construction period can be shortened. SOLUTION: The installation device 1 for the retaining wall is arranged on the inside (in the central direction of the retaining walls 21 facing each other) of the retaining wall 21. When a travel cart 3 is lifted in the direction of an arrow F, the supporting leg 7 of the device 1 is relatively moved downward. A leading end of the supporting leg 7 is inserted into a gap 27 along with the ascent of the travel cart 3, to be brought into contact with a ground surface 29. In this state, since the supporting leg 7 is supported on the ground surface 29, a position of the device 1 is fixed. The retaining wall 21b is lifted up with chain blocks 31a and 31b. Subsequently, upper and lower slide arms 13 and 15 are elongated simultaneously while the retaining wall 21b is lifted up. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于墙体的安装装置及其构造方法，用于构造等级分离的接近部分的挡土墙等，通过该施工占用范围道路降至最低，施工期可缩短。解决方案：用于挡土墙的安装装置1布置在挡土墙21的内侧（保持壁21的彼此面对的中心方向）上。当行驶车3沿着保持壁21的方向箭头F，装置1的支撑腿7向下移动。支撑脚7的前端与行进车3的上升一起插入到间隙27中，以与地面29接触。在这种状态下，由于支撑腿7被支撑在地面如图29所示，装置1的位置固定。挡土墙21b被链条块31a和31b提起。随后，上下滑动臂13和15同时伸长，同时保持壁21b被提起。版权所有（C）2010，JPO＆INPIT

9. 发明专利

JP2010007245A Railroad girder movement and installation equipment, railroad girder movement and installation method, and railroad girder removal method 有权
标题翻译：铁路运动和安装设备，铁路运输和安装方法以及铁路运输拆卸方法
公开(公告)号：JP2010007245A
公开(公告)日：2010-01-14
申请号：JP2008164386
申请日：2008-06-24
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MATSUI NOBUYUKI , URATA NAOAKI , KAWADA MASATOSHI , TAKIZAWA SEIICHIRO , ITO TAKU , MIZUNO MASAHIKO , IWAKURO KATSUTOSHI
IPC分类号： E01B29/02
摘要： PROBLEM TO BE SOLVED: To provide railroad girder movement and installation equipment which enables a new railroad girder to be installed by removing an existing track in a short construction period without cutting an overhead wire, and also to provide a railroad girder movement and installation method, and a railroad girder removal method.
SOLUTION: A travel device 13, to which a chain block 15 is fixed, is attached to an expansion launching girder 3 which makes an inside frame 7 protrude from/recede into an outside frame 5 with a temporary retainer leg 17. A front truck 9 is provided in the inside frame 7, and a rear truck 11 is provided in the outside frame 5. The launching girder 3 in a contracted state is arranged on this side of a girder installation planned position 27 while making the railroad girder 23 suspended by the chain block 15; and the temporary retainer leg 17 is extended. The launching girder 3 is then extended, and arranged above the girder installation planned position 27, so that the temporary retainer leg 17 is housed. After that, the railroad girder 23 suspended by the chain block 15 is moved along the launching girder 3 by the travel device 13, and arranged above the girder installation planned position 27. The railroad girder 23 is then lowered into the girder installation planned position 27 by the chain block 15.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供铁路梁运动和安装设备，通过在短的施工期内移除现有的轨道而不需要切断架空线，从而能够安装新的铁路大梁，并且还可以提供铁路大梁运动和安装方法和铁路大梁拆除方法。解决方案：固定有链条15的行进装置13安装在扩展发射梁3上，该扩展发射梁3使内侧框架7从临时保持架17突出到外框5内。前车9设置在内框架7中，后车辆11设置在外框架5中。收缩状态的发射梁3设置在梁架安装规划位置27的这一侧，同时使铁路梁23 由链条块15悬挂; 并且临时保持器支腿17延伸。然后将发射梁3延伸，并且布置在梁安装计划位置27上方，从而容纳临时保持架17。之后，由链条块15悬挂的铁路梁23通过行驶装置13沿着发射梁3移动，并且设置在梁架安装计划位置27上方。然后将铁路梁23下降到大梁安装计划位置27 链条15。版权所有（C）2010，JPO＆INPIT

10. 发明专利

JP2008127834A Tunnel interior construction method and precast floor slab 审中-公开
标题翻译：隧道内部施工方法和预制地板
公开(公告)号：JP2008127834A
公开(公告)日：2008-06-05
申请号：JP2006313008
申请日：2006-11-20
申请人： Geostr Corp , Kajima Corp , ジオスター株式会社 , 鹿島建設株式会社
发明人： TAMADA KOICHI , ARAI TAKAHIRO , MATSUI NOBUYUKI , SUDA NOBUHIRO , YAMAJI NOBUYA , SAKUMA YASUSHI , YOKOI NOBUAKI
IPC分类号： E21D11/08 , E21D9/14
摘要： PROBLEM TO BE SOLVED: To provide a tunnel interior construction method which facilitates adjustment of a cant and a height of a road floor slab in a curved section and a clothoid section of a tunnel.
SOLUTION: According to the method, a plurality of additional brackets 5 is set on a side wall bracket 1a on an external course side of the tunnel curved section, so as to form an ascending gradient in a tunnel axial direction, and the additional brackets 5 are set on the side wall bracket 1a on an internal course side of the tunnel curved section, so as to form a descending gradient in a tunnel axial direction. Then a bearing portion 3a is set at an end on the external course side of the precast floor slab 3, so as to form the ascending gradient in the tunnel axial direction and borne by the additional brackets 5 on the external course side, and a bearing portion 3b is set at an end on the internal course side of the precast floor slab 3, so as to form the descending gradient in the tunnel axial direction and borne by the additional brackets 5 on the internal course side. Further an upper surface of the precast floor slab 3 is formed into a twisted surface so as to continuously connect between the end on the external course side forming the ascending gradient in the tunnel axial direction and the end on the internal course forming the descending gradient.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种便于调整隧道的弯曲部分和回旋部分中的路面板的倾斜度和高度的隧道内部施工方法。解决方案：根据该方法，将多个附加支架5设置在隧道弯曲部的外侧侧的侧壁支架1a上，以在隧道轴向方向上形成上升坡度，在隧道弯曲部的内侧侧的侧壁支架1a上设置附加支架5，以形成隧道轴向的下降梯度。然后，将轴承部3a设置在预制楼板3的外侧一侧的端部，以形成隧道轴向上的上升坡度，并由外侧侧的附加支架5承载，部分3b设置在预制楼板3的内部过程侧的一端，以便在隧道轴向方向上形成下降的梯度，并由内侧的附加支架5支承。此外，预制地板3的上表面形成为扭曲面，从而连续地连接在形成上下坡度的隧道轴向的外侧路面侧的端部与形成下降坡度的内侧的端部之间。版权所有（C）2008，JPO＆INPIT

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