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61. 发明专利

JP2008229437A Muddy water treatment apparatus 有权
标题翻译： MUDDY水处理设备
公开(公告)号：JP2008229437A
公开(公告)日：2008-10-02
申请号：JP2007070200
申请日：2007-03-19
申请人： Okumura Corp , 株式会社奥村組
发明人： IWASAKI HIKARI
IPC分类号： B01D21/30 , B01D21/00 , B01D21/08 , B01D36/04 , C02F1/52
摘要： PROBLEM TO BE SOLVED: To provide a muddy water treatment apparatus which conducts the purification treatment of muddy water generated in construction site without necessitating the checkout and adjustment by workers, and is capable of surely preventing the discharge of water with inferior quality to the outside.
SOLUTION: The muddy water treatment apparatus is provided with a raw water tank 2 to receive muddy water, a treatment part having a first treatment tank 4 comprised of a coagulation sedimentation tank to treat muddy water pumped out of the raw water tank 2 and a second treatment tank 6, and a pure water pooling tank 2 to receive water via the treatment part. The treatment part further has each water quality detection tank 5, 7 individually installed at the downstream side corresponding to each treatment tank 4, 6 and each return pump 17, 27 to send back the water in each water quality detection tank 5, 7 to each treatment tank 4, 6 at the upstream side corresponding to the water quality detection tank and stop the transfer of water to the downstream side from each water quality detection tank 5, 7, which operates when the water quality becomes the outside of a predetermined tolerance range set to the water quality detection tank.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种在施工现场产生的泥浆水进行净化处理的泥浆水处理装置，而不需要工人的结帐和调整，并且能够确保防止质量下降的水排出外。解决方案：泥浆水处理装置设置有用于接收泥水的原水槽2，处理部具有由凝结沉淀池组成的第一处理槽4，以处理从原水槽2抽出的泥浆水和第二处理槽6，以及通过处理部接收水的纯水收集池2。处理部还具有分别安装在与各处理槽4,6对应的下游侧的每个水质检测箱5和每个返回泵17,27，每个返回泵17,27将每个水质检测箱5,7中的水返回到每个处理槽4,6在与水质检测箱对应的上游侧，并停止向每个水质检测箱5,7的下游侧输送水，当水质变为超出预定公差范围的外部时设置到水质检测箱。版权所有（C）2009，JPO＆INPIT

62. 发明专利

JP2008202319A Method for recovering excavator main body in tunnel excavator 有权
标题翻译：隧道掘进机中挖掘机主体的方法
公开(公告)号：JP2008202319A
公开(公告)日：2008-09-04
申请号：JP2007040246
申请日：2007-02-21
申请人： Okumura Corp , 株式会社奥村組
发明人： OBAYASHI MASAAKI , HIRONO KAZUMASA , KONUMA MASAYA , INABA HIROYOSHI
IPC分类号： E21D9/08
摘要： PROBLEM TO BE SOLVED: To provide a method for recovering an excavator main body smoothly while preventing the excavator main body from tilting into a forward bending condition by weight of a cutter plate supported on the excavator main body when recovering the excavator main body onto a starting shaft side by separating it from an outer shell body of a tunnel excavator after excavating a tunnel.
SOLUTION: In this method, the excavator main body 3 is provided in the outer shell body 1 through a first bulkhead 2 having a circular ring shape to pull it out, the tunnel having predetermined length is excavated by the tunnel excavator constituted by supporting a cutter plate 6 for digging the ground in the front on a second bulkhead 5 in the excavator main body 3, then diameter of the cutter plate 6 is contracted to form a cutter plate part 6A having small diameter to pass through the first bulkhead 2, cutter plate supporting rollers 16, 16 are mounted in a lower peripheral part of the cutter plate part 6A, and then the excavator main body 3 is recovered integrally with the cutter plate part 6A while supporting the excavator main body 3 by front and rear rollers 11, 11 by pulling the excavator main body 3.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：解决的问题：提供一种在回收挖掘机主体时能够平稳地回收挖掘机主体的方法，同时防止挖掘机主体倾斜到支撑在挖掘机主体上的切割板的重量的向前弯曲状态在挖掘隧道后将其从隧道挖掘机的外壳体分离出来，起始轴侧。解决方案：在该方法中，挖掘机主体3通过具有圆环形状的第一隔壁2设置在外壳主体1中，以将其拉出，具有预定长度的隧道由隧道挖掘机挖掘，由支撑用于在挖掘机主体3中的第二隔板5上挖掘前面的地面的切割板6，然后将切割板6的直径收缩以形成具有小直径的切割板部6A以穿过第一隔板2 刀片板支撑辊16,16安装在切割板部6A的下周边部分中，然后挖掘机主体3与切割板部6A一体地回收，同时通过前辊和后辊支撑挖掘机主体3 11，11通过牵引挖掘机主体3。版权所有（C）2008，JPO＆INPIT

63. 发明专利

JP2008196225A Demolishing apparatus 审中-公开
标题翻译：拆装器
公开(公告)号：JP2008196225A
公开(公告)日：2008-08-28
申请号：JP2007033342
申请日：2007-02-14
申请人： Nippon Steel Corp , Okumura Corp , 新日本製鐵株式会社 , 株式会社奥村組
发明人： NISHIGUCHI KOJI , FURUNAGA TATSUHIRO , NAKAMURA YUICHI
IPC分类号： E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a demolishing apparatus which can positively prevent dust from flying in the circumferential environment during demolishing of a hollow tower structure.
SOLUTION: The hollow tower structure demolishing apparatus 1 is composed of a crushing device 6 which is mounted under a mount 5 hung over a tower structure W. The crushing device 6 has a fixed crushing arm 61 extending downward, and a movable crushing arm 62 having an upper end thereof pivoted on a shaft arranged at an upper portion of the fixed crushing arm and openable/closable with respect to the fixed crushing arm 61. Then while engaging a cutting edge 62a in a section to be crushed Wa of the tower structure W by closing operation of the movable crushing arm 62, the crushing device 6 pinches the section to be crushed Wa between the fixed crushing arm 61 and the movable crushing arm 62 and crushes the same. The cutting edge 62a of the movable crushing arm 62 is provided with a spray nozzle 70 for spraying water toward the section to be crushed Wa. A portion Wb of the section to be crushed Wa, in which the cutting edge 62a of the movable crushing arm 62 engages, is pulverized and deposited as dust which is then moistened by water sprayed from the spray nozzle 71.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种在拆除中空塔架结构时能够在周向环境中积极地防止灰尘飞散的拆除装置。解决方案：中空塔架结构拆除装置1由破碎装置6组成，破碎装置6安装在悬挂在塔架结构W上的安装件5的下方。破碎装置6具有向下延伸的固定的破碎臂61和可移动的破碎臂62的上端在布置在固定破碎臂的上部的轴上枢转并且相对于固定的破碎臂61可打开/关闭。然后，在将待切割的部分切割边缘62a与塔式结构W通过关闭可动式破碎臂62的操作，破碎装置6夹住固定破碎臂61和可动破碎臂62之间的要被粉碎的部分Wa并将其压碎。可移动破碎臂62的切削刃62a设置有用于向要被粉碎的部分Wa喷射水的喷嘴70。可粉碎臂62的切削刃62a所接合的要被粉碎的部分Wa的部分Wb被粉碎并作为灰尘沉积，然后被从喷嘴71喷射的水沾湿。 C）2008，JPO＆INPIT

64. 发明专利

JP2008163624A Tunnel excavator and tunnel excavating method 有权
标题翻译：隧道掘进机和隧道掘进方法
公开(公告)号：JP2008163624A
公开(公告)日：2008-07-17
申请号：JP2006353805
申请日：2006-12-28
申请人： Okumura Corp , 株式会社奥村組
发明人： HAMAGUCHI HIROYUKI
IPC分类号： E21D9/06 , E21D9/093
摘要： PROBLEM TO BE SOLVED: To start excavation of a tunnel even if an area of a shaft is so narrow that a tunnel excavator cannot be set in the shaft when the tunnel is excavated forward from the shaft in the ground by the tunnel excavator. SOLUTION: There is provided a tunnel excavating method. According to the method, when the excavator is carried in and set in the shaft, a temporary excavator is set up by connecting an auxiliary motor unit C to a cutter unit A having a cutter head 3. In the auxiliary motor unit C, a hydraulic motor 22 shorter in length than an electric motor is arranged in a short cylinder body 21. Then the tunnel excavation is started from inside the shaft by the temporary excavator. When the cutter unit A has advanced over a predetermined length, the auxiliary motor unit C is detached from the cutter unit, and a motor unit B provided with the electric motor 12 for stably rotating the cutter head 3 is connected to the cutter unit A to set up the tunnel excavator. Thus the tunnel excavation is carried out by this tunnel excavator. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：即使隧道挖掘机的隧道从隧道挖掘机的地面上的轴向前方挖掘，隧道挖掘机的区域如此狭窄，隧道挖掘机不能设置在轴上，即可开始挖掘隧道。解决方案：提供隧道挖掘方法。根据该方法，当将挖掘机搬运并安装在轴上时，通过将辅助马达单元C连接到具有切割头3的切割器单元A来建立临时挖掘机。在辅助马达单元C中，液压长短比电动机短的电动机22配置在短筒体21内。然后，通过临时挖掘机从井内开始隧道掘进。当切割单元A前进超过预定长度时，辅助马达单元C从切割单元拆下，并且设置有用于稳定地旋转刀头3的电动机12的马达单元B连接到切割单元A至设立隧道掘进机。隧道挖掘由隧道掘进机进行。版权所有（C）2008，JPO＆INPIT

65. 发明专利

JP2008156860A Aseismic strengthening structure of existing column, and its construction method 有权
标题翻译：现有柱的ASEISMIC加强结构及其施工方法
公开(公告)号：JP2008156860A
公开(公告)日：2008-07-10
申请号：JP2006345289
申请日：2006-12-22
申请人： Daitetsu Kogyo Kk , Jr Nishi Nippon Consultants Kk , Okumura Corp , Toshin Denki Kk , West Japan Railway Co , ジェイアール西日本コンサルタンツ株式会社 , 大鉄工業株式会社 , 東神電気株式会社 , 株式会社奥村組 , 西日本旅客鉄道株式会社
发明人： KAKIO TORU , NAKASE MASAYUKI , KITAGO YUKIO , SHIBATA TERUKAZU , SAKATA KOJI , TSUKAMOTO NAOAKI , FUJITA KENJI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an aseismic strengthening structure of an existing column, which can be simply and inexpensively constructed on the existing column with a rectangular cross section, and which can impart excellent earthquake resistance to the existing column.
SOLUTION: This aseismic strengthening structure comprises: a short-side arcuate concrete block 15 which is arranged on a side surface 11a of a short-side portion; a pair of long-side arcuate concrete blocks 16 which is arranged on a side surface 11b of a long-side portion in close vicinity to a corner portion 12c; a plurality of steel wire members 14 which is wound along outer peripheral surfaces of them, and wound in a ring shape around the existing column 11; a holding bolt member 17 which is arranged in close vicinity to an end, on the other side of the corner portion 12c, of the pair of concrete blocks 16, on the side surface 11b of the long-side portion; and a strip-shaped holding fitting 18 which is arranged in such a manner as to be elongated in a vertical direction from the outside of the steel wire member 14, which is drawn to the side of the side surface 11b of the long-side portion by a nut member 13 screwed to the holding bolt member 17, and which makes the steel wire member 14 between the concrete blocks 16 move to the side of the side surface 11b, so that the steel wire member 14 can exert a binding force.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供现有塔的抗震加固结构，其可以在具有矩形横截面的现有柱上简单且廉价地构造，并且可以赋予现有柱优良的抗震性能。解决方案：该抗震加固结构包括：短边弓形混凝土块15，其布置在短边部分的侧表面11a上; 一对长边弧形混凝土块16，其布置在靠近角部12c的长边部分的侧表面11b上; 多个钢丝构件14，其沿着其外周面卷绕，并围绕现有的列11缠绕成环形; 在该长边侧的侧面11b上，配置在该一对混凝土块16的角部12c的另一侧的端部附近的保持螺栓构件17; 以及条状保持配件18，其被布置成从钢丝构件14的外侧沿垂直方向伸长，该钢丝构件14被拉伸到长边部分的侧面11b侧通过与保持螺栓构件17螺合的螺母构件13，并且使得混凝土块16之间的钢丝构件14向侧面11b的侧面移动，使得钢丝构件14能够施加约束力。版权所有（C）2008，JPO＆INPIT

66. 发明专利

JP2008144451A Segment carrying system 有权
标题翻译：分段运输系统
公开(公告)号：JP2008144451A
公开(公告)日：2008-06-26
申请号：JP2006332228
申请日：2006-12-08
申请人： Okumura Corp , 株式会社奥村組
发明人： OBAYASHI MASAAKI , DATE HIROSHI , KURIYAMA OSAMU
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide a segment carrying system, capable of smoothly moving a segment to a setting point through a side of the following truck while ensuring smooth movement of a worker in the rear of the following truck.
SOLUTION: The laying area of a carrying track 15 is divided to a main line part A where the carrying track 15 is laid alone in a bottom central part within a tunnel pit 14, a juxtaposition part B where a track 19 for the following truck and the carrying track 19 are juxtaposed with the carrying track 15 being on one side part, and a line change part C interposed between the main line part A and the juxtaposition part B and extending obliquely from the central part to the one side part. Sleepers 16 of the main line part A are set in a position lower in level than sleepers 17 of the juxtaposition part B with the length of the sleeper 16 being set short, whereby a moving space for workers of a predetermined height is ensured above a plate member erected on the sleepers 16 of the main line part A. A carrying truck 12 eliminates a difference in level of the carrying track 15 caused by the difference in height of the sleepers 16 of the main line part A and the sleepers 17 of the juxtaposition part B by a difference-in-level eliminating means.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种分段承载系统，其能够在确保在后一个卡车的后部中的工人的平稳移动的同时平稳地将段移动到通过后一个卡车的一侧的设定点。
解决方案：承载轨道15的铺设区域被划分为主线路部分A，其中承载轨道15单独放置在隧道坑14内的底部中心部分中，并置部分B，其中用于跟随卡车和承载轨道19与一个侧面上的承载轨道15并列设置在主线部分A和并置部分B之间并且从中心部分倾斜延伸到一侧部分的线路切换部分C 。主线部分A的枕木16设置在并置部分B的枕木17的下方的位置，枕木16的长度被设定得较短，从而确保板上方的预定高度的工人的移动空间竖立在主线路部分A的枕木16上的一个装载车12消除由主线路部分A的轨枕16和并列位置的轨枕17的高度差引起的承载轨道15的水平差异。部分B通过差异电平消除手段。版权所有（C）2008，JPO＆INPIT

67. 发明专利

JP2008133597A Antishock mechanism of building 有权
标题翻译：建筑防震机制
公开(公告)号：JP2008133597A
公开(公告)日：2008-06-12
申请号：JP2006318510
申请日：2006-11-27
申请人： Okumura Corp , 株式会社奥村組
发明人： NAKADA HIROYUKI , TAKEDA AKIFUMI
IPC分类号： E04H9/02 , E04B1/98 , F16F7/12
摘要： PROBLEM TO BE SOLVED: To provide a structurally simple antishock mechanism which prevents a deterioration in the integration of a structure of a building, and which has general-purpose properties enabling application even to a building with no steel-pipe column.
SOLUTION: This antishock mechanism, which is provided in the building having a spread foundation 2 supported by leveling concrete 1 on bearing ground 10, relaxes an impact in the restoration of the building, the spread foundation of which has been lifted from the leveling concrete by a horizontal force. The antishock mechanism is provided with an antishock member 3, the one end of which is fixed to the spread foundation, the other end of which is fixed to the leveling concrete, the intermediate portion of which is plastically deformed by a tensile force associated with a lift, and which is deformed by a compressive force in the restoration of the building, so as to relax the impact in the restoration of the building.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种结构简单的防震机构，其防止建筑物的结构的一体化的劣化，并且具有能够适用于没有钢管柱的建筑物的通用性能。解决方案：这种在建筑物中提供的具有由支撑地面10上的平整混凝土1支撑的扩展基础2的抗震机构放松了建筑物的恢复中的冲击，其扩展基础已经从用水平力调平混凝土。防冲击机构设有防冲击构件3，其一端固定在铺展基座上，其另一端固定在调平混凝土上，其中间部分由与其相关联的拉力而塑性变形升降机，并且由于建筑物的恢复中的压缩力而变形，以便放松建筑物的恢复中的冲击。版权所有（C）2008，JPO＆INPIT

68. 发明专利

JP2008115548A Tunnel excavator 有权
标题翻译：隧道挖掘机
公开(公告)号：JP2008115548A
公开(公告)日：2008-05-22
申请号：JP2006297323
申请日：2006-11-01
申请人： Okumura Corp , 株式会社奥村組
发明人： MATSUMOTO KIYOSHI
IPC分类号： E21D9/12
摘要： PROBLEM TO BE SOLVED: To provide a tunnel excavator capable of excavating a tunnel while crushing gravel in the dug out sediment efficiently and facilitating inspection of a face from the inside of the machine, maintenance and inspection of a gravel crushing part.
SOLUTION: A gravel crushing means is composed of an inner cone 3 constituted by supporting a large diameter rear end part on a bulkhead 2 provided on a skin plate 1 rotatably and providing a cutter head 4 at a small diameter side front end integrally and an outer cone 5 fixed on an inner peripheral face of the skin plate 1. The inner cone 3 is directly rotated by a driving motor 17 arranged on a rear surface side of the bulkhead 2 without using a rotary shaft. A manhole 9 is provided on an inclined peripheral wall face of the inner cone 3 allowing coming in and out of a sediment taking-in chamber 6 on a rear surface side of the cutter head 4 from the hollow inside of the inner cone 3 through the manhole 9.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够有效挖掘出沉淀物中的砾石而挖掘隧道的隧道式挖掘机，便于检查机器内部的面，对砾石破碎部件进行维护和检查。解决方案：砾石破碎装置由内圆锥体3构成，内圆锥体3由可旋转地支撑在外壳板1上的隔板2上的大直径后端部分构成，并且在小直径侧前端一体地设置刀头4 以及固定在皮肤板1的内周面上的外锥体5.内锥3通过设置在隔板2的背面侧的驱动马达17直接旋转而不使用旋转轴。在内锥体3的倾斜的周壁面上设置有检修孔9，允许从内锥3的中空内部通过内锥3的中空内侧进入和离开来自切割头4的后表面侧的沉积物入室6 版权所有（C）2008，JPO＆INPIT

69. 发明专利

JP2008095290A Beam-column joint structure of uppermost story of reinforced concrete structure 审中-公开
标题翻译：加固混凝土结构的高温梁的梁柱结构
公开(公告)号：JP2008095290A
公开(公告)日：2008-04-24
申请号：JP2006274859
申请日：2006-10-06
申请人： Godo Steel Ltd , Okumura Corp , Penta Ocean Construction Co Ltd , Tekken Constr Co Ltd , 五洋建設株式会社 , 合同製鐵株式会社 , 株式会社奥村組 , 鉄建建設株式会社
发明人： TAKEUCHI HIROYUKI , KATO MASATOSHI , HAYAKAWA KUNIO , HOSOYA HIROSHI , KISHIMOTO TAKESHI , ICHIKAWA MASAKAZU , ISHIWATARI YASUHIRO , NAKAMURA KAZUHIKO
IPC分类号： E04B1/21 , E04B1/58 , E04C5/12
摘要： PROBLEM TO BE SOLVED: To provide a beam-column joint structure of an uppermost story of a reinforced concrete structure, which can structurally secure predetermined joint shearing strength, and which solves the problem of construction. SOLUTION: In this beam-column joint structure 1 of the uppermost story of the reinforced concrete structure, a main reinforcement 7 for an upper end of a beam, and a main reinforcement 8 for a lower end of the beam are linearly arranged in a beam-column joint 2 of the uppermost story of the reinforced concrete structure in such a manner that leading ends of the main reinforcements 7 and 8 are extended; anchor plates 5 are provided at the leading ends, respectively; and a column extension portion 3, to which a column reinforcement 4 is to be anchored, is protrusively provided on the upper portion of the beam-column joint 2. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种钢结构混凝土结构的最上层的梁柱接头结构，其结构上可以确保预定的接合剪切强度，并且解决了施工问题。解决方案：在钢筋混凝土结构的最上层的梁柱接头结构1中，用于梁的上端的主加强件7和用于梁的下端的主加强件8线性地布置在钢筋混凝土结构的最上层的梁柱接头2中，使得主增强件7和8的前端延伸; 锚定板5分别设置在前端; 并且在柱梁接头2的上部上突出设置柱加强件4要固定到其上的柱延伸部分3。版权所有（C）2008，JPO＆INPIT

70. 发明专利

JP2008069577A Pile cage building method and pile cage building apparatus 审中-公开
标题翻译：立式建筑方法和立式建筑设备
公开(公告)号：JP2008069577A
公开(公告)日：2008-03-27
申请号：JP2006249920
申请日：2006-09-14
申请人： Okumura Corp , 株式会社奥村組
发明人： HARADA KOICHI , GUNZUKA MASAHIRO , HARADA KAZUKI , MORI MASAO
IPC分类号： E02D5/34 , E02D13/04
摘要： PROBLEM TO BE SOLVED: To provide a pile cage building method which facilitates adjustment and holding of a circumferential location of a pile of a pile cage, and to provide a pile cage building apparatus.
SOLUTION: The pile cage building method comprises the following five steps. In the first step, guide rails 4 are mounted on an internal surface of a casing 1. In the second step, the casing 1 is inserted into the ground, and a pile hole 2 is bored inside the casing 1. In the third step, rods 6 are mounted on the pile cage 3, and the pile cage 3 is hung down into the pile hole 2 at a suitable depth by the rods 6. In the fourth step, bearing members 7 each having a vertical guide groove 8 are mounted on an upper edge 5 of the casing, the rods 6 are arranged in the respective vertical guide grooves 8 to be guided by the bearing members 7, and guide members 9 which lock the pile cage 3 in a circumferential direction by the guide rails 4 and at the same time slide the same in a pile axial direction, are mounted on the pile cage 3. In the fifth step, the guide members 6 are guided by the guide rails 4 and at the same time the pile cage 3 is hung down to a predetermined location.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种便于调整和保持一堆绒毛笼的圆周位置的绒头笼构建方法，并提供一种绒头笼构建装置。解决方案：桩笼建造方法包括以下五个步骤。在第一步骤中，导轨4安装在壳体1的内表面上。在第二步骤中，将壳体1插入到地面中，并且在孔1内钻出桩孔2.在第三步骤中，杆6安装在绒头保持架3上，并且绒头保持架3通过杆6以适当的深度悬挂在绒头孔2中。在第四步骤中，将具有垂直导向槽8的支承构件7安装在壳体的上边缘5，杆6布置在相应的垂直引导槽8中，以由轴承构件7引导，以及引导构件9，引导构件9通过导轨4在圆周方向上锁定绒笼3，并且在同时在桩轴方向上滑动相同，安装在桩笼3上。在第五步骤中，引导构件6被导轨4引导，同时将桩笼3悬挂在预定位置。版权所有（C）2008，JPO＆INPIT

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