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1. 发明专利

JP2011232092A Gas detection system of indoor waste disposal site 有权
标题翻译：垃圾处理站气体检测系统
公开(公告)号：JP2011232092A
公开(公告)日：2011-11-17
申请号：JP2010101049
申请日：2010-04-26
申请人： Ohbayashi Corp , Riken Keiki Co Ltd , 株式会社大林組 , 理研計器株式会社
发明人： MORI TAKUO , TAKEMOTO MASAHIRO , SHIGIYA TAKASHI , KASAI MINORU , YAMAKI MITSUO , IWASAKI TOSHIAKI
IPC分类号： G01N1/22 , B09B1/00
CPC分类号： Y02W30/35
摘要： PROBLEM TO BE SOLVED: To provide a gas detection system of an indoor waste disposal site which can be easily installed.SOLUTION: A gas detection system 11 of an indoor waste disposal site in which a disposal pit 2 is arranged in the interior of a building 3 is provided with: a gas detection means 12 which is detachably attached to at least one portion of the building 3, collects and detects gas in the indoor waste disposal site 1 and transmits the detected data; and a control means 21 which is provided on the outside of the building 3, receives directly or indirectly the detected data of gas transmitted by the gas detection means 12, and outputs the received data.
摘要翻译：要解决的问题：提供可以容易地安装的室内废物处理场所的气体检测系统。解决方案：在建筑物3的内部设置有处理坑2的室内废物处理场所的气体检测系统11具有：气体检测单元12，其可拆卸地安装在建筑物3的至少一部分上建筑物3，收集和检测室内废物处理场1中的气体，并发送检测到的数据; 并且设置在建筑物3的外部的控制装置21直接或间接接收由气体检测装置12发送的气体的检测数据，并输出接收到的数据。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2011232091A Gas detection system of indoor waste disposal site 有权
标题翻译：垃圾处理站气体检测系统
公开(公告)号：JP2011232091A
公开(公告)日：2011-11-17
申请号：JP2010101048
申请日：2010-04-26
申请人： Ohbayashi Corp , Riken Keiki Co Ltd , 株式会社大林組 , 理研計器株式会社
发明人： MORI TAKUO , TAKEMOTO MASAHIRO , SHIGIYA TAKASHI , HORIKOSHI TOSHIHARU , YAMAKI MITSUO , IWASAKI TOSHIAKI
IPC分类号： G01N1/22 , B09B1/00
CPC分类号： Y02W30/35
摘要： PROBLEM TO BE SOLVED: To provide a gas detection system that is easy to install.SOLUTION: A gas detection system includes a gas sampling means 20 for sampling gas in an indoor waster disposal site; a horizontal displacement means 2 for movably supporting the gas sampling means 20 on the horizontal surface; a vertical displacement means 8 provided on the horizontal displacement means 2 for displacing the gas sampling means 20 in the vertical direction; a gas detection means 15 provided on the horizontal displacement means 2 for collecting and detecting the gas sampled by the gas sampling means 20 by the vertical displacement of the gas sampling means 20 in a state being connected to the gas sampling means 20, and transmitting data indicating the detection result; and a control means 35 for receiving the data transmitted from the gas detection means 15.
摘要翻译：要解决的问题：提供易于安装的气体检测系统。气体检测系统包括用于在室内废物处理场中取样气体的气体取样装置20; 用于在水平表面上可动地支撑气体取样装置20的水平位移装置2; 设置在水平位移装置2上用于使气体取样装置20在垂直方向移位的垂直位移装置8; 设置在水平位移装置2上的气体检测装置15，用于通过气体采样装置20在与气体取样装置20连接的状态下的垂直位移来收集和检测由气体取样装置20采样的气体，并且传送数据表示检测结果; 以及用于接收从气体检测装置15发送的数据的控制装置35.版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2010179243A Gas detection system in indoor waste disposal site 有权
标题翻译：室内垃圾处理站的气体检测系统
公开(公告)号：JP2010179243A
公开(公告)日：2010-08-19
申请号：JP2009025255
申请日：2009-02-05
申请人： Ohbayashi Corp , Riken Keiki Co Ltd , 株式会社大林組 , 理研計器株式会社
发明人： MORI TAKUO , TAKEMOTO MASAHIRO , KATO YUKI , SHIGITANI TAKASHI , YAMAKI MITSUO , YOSHIHASHI MASAYUKI , AZEBIRU YUJI
IPC分类号： B09B1/00
摘要： PROBLEM TO BE SOLVED: To provide a system which reliably detects a gas and its concentration in each part in a storage part without entangling gas suction hose.
SOLUTION: The gas detection system is provided with a horizontally moving means 1 installed above a storage part for storing wastes and movable in a horizontal plane; a vertically moving means 13 installed in the horizontally moving means 1 and movable in the vertical direction; a gas suction hose 22 for suctioning gas from the tip end installed in the horizontally moving means 1, wound around the vertically moving means 13 and a winding means 20, and having a tip end part fixed in the up and down moving means 13; a gas detection device 25 installed in the horizontally moving means 1, detecting a gas suctioned from the gas suction hose 22, and transmitting the data showing the detection results; and a control device 30 for receiving the data transmitted from the gas detection device 25.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种在不缠绕吸气软管的情况下可靠地检测气体及其在各部分中的浓度的系统。气体检测系统设置有水平移动装置1，其安装在用于存储废物并在水平面中可移动的存储部分上方; 安装在水平移动装置1中并可沿垂直方向移动的垂直移动装置13; 用于从安装在水平移动装置1中的尖端吸入气体的气体吸入软管22，缠绕在垂直移动装置13和卷绕装置20上，并且具有固定在上下移动装置13中的末端部分; 安装在水平移动装置1中的气体检测装置25，检测从吸气软管22吸入的气体，并发送表示检测结果的数据; 以及用于接收从气体检测装置25发送的数据的控制装置30.权利要求（C）2010，JPO＆INPIT

4. 发明专利

JP2009079369A Natural ground reinforcing soil structure and natural ground reinforcing soil construction method 有权
标题翻译：自然地基强化土体结构和自然地基强化土体施工方法
公开(公告)号：JP2009079369A
公开(公告)日：2009-04-16
申请号：JP2007247709
申请日：2007-09-25
申请人： Ohbayashi Corp , Osaka Bosui Constr Co Ltd , 株式会社大林組 , 株式会社大阪防水建設社
发明人： HAMAI KUNIHIKO , MORITA KOJI , MORI TAKUO , YAMANOCHI TOMOYUKI
IPC分类号： E02D5/80 , E02D5/44 , E02D17/18 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To stabilize a slope having unstable soil lumps from small scale to medium scale.
SOLUTION: This natural ground reinforcing soil structure constructed in the ground 2 of the natural ground to stabilize the slope of the natural ground comprises a hole 4 bored in the ground 2; a reinforcing member 10 inserted in the hole 4; a plurality of nodes 14 provided at an anchor part 13 of the reinforcing member 10 to the ground 2; transmission members 20 provided between the outer peripheral surface of the anchor part 13 and the inner surface of the hole 4 and divided into at least two parts in the circumferential direction of the anchor part 13, each of the transmission member 20 being provided independently of the reinforcing member 10 to transmit load from the reinforcing member 10 to the ground 2; and an anchor implement 30 anchoring the head part 11 of the reinforcing member 10 to the surface of the ground 2 in a state of tensile force being applied to the reinforcing member 10.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题是：将土体块不稳定的坡度从小规模稳定到中等规模。解决方案：在自然地面的地面2构造的这种自然地面加固土壤结构，以稳定天然地面的坡度，包括在地面2上钻孔4; 插入孔4中的加强构件10; 多个节点14设置在加强构件10的锚固部分13处于地面2; 传动构件20设置在锚定部13的外周面与孔4的内表面之间，并且在锚定部13的圆周方向上分成至少两部分，每个传动构件20独立于加强构件10将载荷从加强构件10传递到地面2; 以及将加强构件10的头部11以施加到加强构件10的张力的状态锚定到地面2的表面的锚固器具30.（C）2009，JPO＆INPIT

5. 发明专利

JP2011251257A Concrete placing joint surface processing device and system 有权
标题翻译：混凝土接合面处理装置和系统
公开(公告)号：JP2011251257A
公开(公告)日：2011-12-15
申请号：JP2010127369
申请日：2010-06-02
申请人： Ohbayashi Corp , 株式会社大林組
发明人： INOUE FUMIHIRO , DOI AKIRA , SHIMURA TOMOYUKI , MORI TAKUO
IPC分类号： B08B3/02
摘要： PROBLEM TO BE SOLVED: To efficiently treat the joint surface of concrete without using a heavy industrial machine in combination.SOLUTION: The concrete placing joint surface processing device 1 is provided with a casing 4 capable of covering the concrete joint surface 3, a joint member 5 penetrated though and arranged in the bottom of the casing and a high pressure water jetting nozzle mechanism 6 connected to the casing side end part of the joint member. The high pressure water jetting nozzle mechanism 6 is constituted so that the whole may be freely rotatable around the axis A of a member of a shaft 8 by extending two arms 9a, 9b from the tip of the shaft 8 to left and right two directions and allowing the base end side of the shaft 8 to be held by a bearing 7 provided in the joint member 5. The arm 9a, 9b are respectively provided with jetting nozzles 10a, 10b. The jetting nozzles 10a, 10b are constituted so that the jetting direction may be turned not to a direction of an axis A of the member but to a direction turned by an angle of θ to the former direction around the axis of the member of the arms 9a, 9b.
摘要翻译：要解决的问题：在不使用重型工业机器的情况下有效地处理混凝土的接合面。解决方案：混凝土浇筑接头表面处理装置1设置有能够覆盖混凝土接合面3的壳体4，贯穿并布置在壳体的底部的接合构件5和高压喷水喷嘴机构 6连接到接头构件的壳体侧端部。高压喷水喷嘴机构6构成为通过将两个臂9a，9b从轴8的前端延伸到左右两个方向，整体可以绕轴8的轴线A自由旋转，并且允许轴8的基端侧由设置在接头构件5中的轴承7保持。臂9a，9b分别设有喷嘴10a，10b。喷射喷嘴10a，10b构成为使得喷射方向可以不是朝向构件的轴线A的方向转动，而是朝向围绕臂的构件的轴线的前一方向转动θ的方向 9a，9b。版权所有（C）2012，JPO＆INPIT

6. 发明专利

JP2011156735A Device and method for preparing bentonite mixed soil 有权
标题翻译：制备膨润土混合土的装置和方法
公开(公告)号：JP2011156735A
公开(公告)日：2011-08-18
申请号：JP2010019496
申请日：2010-01-29
申请人： Ohbayashi Corp , 株式会社大林組
发明人： MORI TAKUO
IPC分类号： B28C3/00
摘要： PROBLEM TO BE SOLVED: To provide a device for preparing bentonite mixed soil capable of suppressing generation of dust and continuously and efficiently preparing the bentonite mixed soil having fixed quality and no unevenness, and a method of preparing the bentonite mixed soil using the device.
SOLUTION: The device 1 for preparing the bentonite mixed soil includes: a plurality of belt conveyors 2 (2a-2d) arranged in series; a sand and bentonite supply part 3 supplying sand S and bentonite B to the first belt conveyor 2a; a gravel supply part 4 provided on the downstream side from the sand and bentonite supply part 3 and supplying gravel G; a water supply part 5 supplying water; and damper chutes 6 each provided between the belt conveyors 2 (2a-2d) adjacent to each other. The sand and bentonite supply part 3 comprises: a sand supply part 7 supplying the sand S to the first belt conveyor 2a arranged on the most upstream side; and a bentonite supply part 8 arranged on the downstream side from the sand supply part 7 and supplying the bentonite B onto the sand S.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够抑制灰尘产生的膨润土混合土的制备装置，并且连续有效地制备具有固定质量和不均匀性的膨润土混合土，以及使用该方法制备膨润土混合土的方法设备。解决方案：用于制备膨润土混合土的装置1包括：串联布置的多个带式输送机2（2a-2d）向第一带式输送机2a供给砂S和膨润土B的砂和膨润土供给部3; 设置在砂和膨润土供给部3的下游侧并供给砂砾G的砂砾供给部4; 供水部分5; 以及各自设置在彼此相邻的带式输送机2（2a-2d）之间的阻尼器斜槽6。沙子和膨润土供应部分3包括：砂浆供应部分7，其将砂S供应到布置在最上游侧的第一带式输送机2a; 以及配置在砂供给部7的下游侧并将膨润土B供给到砂S上的膨润土供给部8。（C）2011，JPO＆INPIT

7. 发明专利

JP2008057285A Sandbag, sediment filling method and earth structure 审中-公开
标题翻译： SANDBAG，SEDIMENT FILLING METHOD AND EARTH STRUCTURE
公开(公告)号：JP2008057285A
公开(公告)日：2008-03-13
申请号：JP2006238571
申请日：2006-09-04
申请人： Ohbayashi Corp , 株式会社大林組
发明人： FURUKAWA MASAHIRO , HAMAI KUNIHIKO , MORI TAKUO
IPC分类号： E02B3/04 , E02D17/18 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a sandbag having large compression yield strength, and applicable to a permanent earth structure. SOLUTION: This sandbag 1 is formed by filling sediment 12 in a bag body 2. The inside of the bag body 2 is partitioned into a plurality of chambers 10 by a partition wall 8, and the sediment 12 is filled in the respective chambers 10 so that the respective chambers 10 become thinner than the bag body 2. The bag body 2 is formed in a hollow trapezoidal shape composed of an upper surface sheet part 3 and an under surface sheet part 4 oppositely arranged in the vertical direction, a front face sheet part 5 and a rear surface sheet part 6 oppositely arranged in the longitudinal direction, and a pair of side surface sheet parts 7 and 7 oppositely arranged in the side direction. The hollow inside is partitioned into the plurality of chambers 10 in the vertical direction by the partition wall 8, and the sediment 12 is respectively filled in the respective chambers 10. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供具有大的压缩屈服强度的沙袋，并且适用于永久性地球结构。解决方案：该沙袋1通过将沉积物12填充在袋体2中而形成。袋体2的内部通过分隔壁8分隔成多个室10，并且将沉积物12填充在相应的室10，使得各个室10变得比袋体2薄。袋体2形成为中空梯形，由在垂直方向上相对布置的上表面片部分3和下表面片部分4组成，前表面片部分5和沿纵向方向相对布置的后表面片部分6以及沿侧面相对布置的一对侧表面片部分7和7。中空的内部通过分隔壁8在垂直方向上分隔成多个室10，并且沉积物12分别填充在相应的室10中。版权所有（C）2008，JPO＆INPIT

8. 发明专利

JP2005068688A Sheet pile structure 有权
标题翻译：板材结构
公开(公告)号：JP2005068688A
公开(公告)日：2005-03-17
申请号：JP2003296817
申请日：2003-08-20
申请人： Ohbayashi Corp , 株式会社大林組
发明人： MORI TAKUO , TAKAHASHI SHINICHI , TORIIHARA MAKOTO
IPC分类号： E02D17/18 , E02D5/04
摘要： PROBLEM TO BE SOLVED: To effectively prevent soft ground change creating filling without placing a sheet pile up to a support layer.
SOLUTION: The sheet pile structure creates additional filling 14 to existing filling 12 provided on soft ground 10, and suppresses sideward deformation of the soft ground 10 caused by creation of the additional filling 14. Therefor, prior to the creation of the additional filling 14, a pair of the sheet piles 16 and 18 are placed on a toe-of-slope part of the existing filling 12 and a toe-of-slope part of a creation planned position of the additional filling 14 so as to be mutually opposite. The placing depth of the sheet piles 16 and 18 do not arrive down to support ground 30, and is depth on the way of the soft ground 10. Each pair of the sheet piles 16 and 18 is coupled by a tie rod 20 on the upper end. The sheet piles 16 and 18 are placed in a thoothless shape spacing intervals in the extension direction for instance.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了有效地防止软地面变形，而不会将纸张堆放到支撑层上。解决方案：片桩结构为在软地面10上提供的现有填充物12产生额外的填充物14，并且抑制由附加填充物14的产生引起的软地面10的侧向变形。因此，在创建额外的填充物填充物14，将一对板桩16和18放置在现有填充物12的斜坡部分和附加填充物14的创造计划位置的倾斜部分，以便相互对面。纸张桩16和18的放置深度不向下到达支撑地面30，并且是在软地面10的路上的深度。每对纸堆16和18通过上杆上的拉杆20联接结束。例如，板桩16和18在延伸方向上以不变的形状间隔间隔放置。版权所有（C）2005，JPO＆NCIPI

9. 发明专利

JP2010275746A Vibrating compactor and compacting method using the same 有权
标题翻译：振动压实机和使用它的压实方法
公开(公告)号：JP2010275746A
公开(公告)日：2010-12-09
申请号：JP2009128054
申请日：2009-05-27
申请人： Ohbayashi Corp , 株式会社大林組
发明人： TSUCHIYA KOSABURO , TAKEUCHI KUNIFUMI , MORI TAKUO
IPC分类号： E02D3/068
摘要： PROBLEM TO BE SOLVED: To provide a vibrating compactor easily movable and carrying out firm compaction without damaging a wall or the like even in a place to be compacted where a wall or a fence is provided at the side part, and a compacting method using the vibrating compactor.
SOLUTION: The vibrating compactor 1 includes a vibration generator 4 for generating vibration; a support means 5 for hanging and supporting the vibration generator 4; a plate 6 for transmitting vibration from the vibration generator 4 to a soil material 3; and buffer means 7 for absorbing the vibration of the vibration generator 4.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：解决的问题：为了提供一种容易移动的振动压实机，并且即使在侧壁上设置墙壁或围栏的情况下即使在要压实的地方也不会损坏壁等的情况下进行牢固的压实，并且压实方法使用振动压实机。解决方案：振动压实机1包括用于产生振动的振动发生器4; 用于悬挂和支撑振动发生器4的支撑装置5; 用于将来自振动发生器4的振动传递到土壤材料3的板6; 以及用于吸收振动发生器4的振动的缓冲装置7.版权所有（C）2011，JPO＆INPIT

10. 发明专利

JP2010222874A Construction method for water shutting-off layer by bentonite and bentonite spreading machine 有权
标题翻译：膨润土和膨润土摊铺机的水切割层施工方法
公开(公告)号：JP2010222874A
公开(公告)日：2010-10-07
申请号：JP2009072443
申请日：2009-03-24
申请人： Ohbayashi Corp , 株式会社大林組
发明人： MORI TAKUO
IPC分类号： E02B7/02 , B28C1/10
摘要： PROBLEM TO BE SOLVED: To provide a construction method for constructing a water shutting-off layer inexpensively in a short period of time and to provide a bentonite spreading machine used in the construction method. SOLUTION: This bentonite spreading machine 1 is provided with a scattering device 6 for scattering bentonite 2 over the ground surface, a water adding device 8 for supplying water to the bentonite 2, and a stirring device 9 for stirring the bentonite 2. In this construction method for the water shutting-off layer, the bentonite 2 in a dry condition is carried into a planned construction site for the water shutting-off layer and is directly charged into a hopper 4 of the bentonite spreading machine 1. The bentonite 2 is scattered over the ground surface 5 by the predetermined thickness while letting the bentonite spreading machine 1 run. Water is sprayed on the bentonite 2 scattered on the ground surface 5 through a nozzle 8b to make it wet. Furthermore, the bentonite 2 in a wet condition is stirred by a screw 9a to make content of water included in the bentonite 2 uniform. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种在短时间内廉价地构造停水层的施工方法，并提供在施工方法中使用的膨润土铺展机。解决方案：该膨润土扩散机1设置有用于将膨润土2在地面上散射的散射装置6，用于向膨润土2供水的加水装置8和用于搅拌膨润土2的搅拌装置9。在该关闭层的施工方法中，将干燥状态的膨润土2运送到排水层的规划施工场所，并直接装入膨润土1的料斗4中。膨润土 2在使膨润土扩散机1运行的同时，在地面5上散布规定的厚度。通过喷嘴8b将水喷洒在散落在地面5上的膨润土2上，使其变湿。此外，湿润条件下的膨润土2被螺杆9a搅拌以使包含在膨润土2中的水的含量均匀。版权所有（C）2011，JPO＆INPIT

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