专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JP2007231560A Equipment and method for conveying segment 审中-公开
标题翻译：用于输送分段的设备和方法
公开(公告)号：JP2007231560A
公开(公告)日：2007-09-13
申请号：JP2006052538
申请日：2006-02-28
申请人： Nishimatsu Constr Co Ltd , 西松建設株式会社
发明人： SUZUKI YASUYUKI , NAKAYAMA TSUTOMU
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To safely convey a segment from a segment transporting trolley to the vicinity of an erector, even if the segment transporting trolley is arranged in such a manner as to be planarly displaced sideward with respect to the center line of a shield tunnel, particularly, a small-diameter shield tunnel.
SOLUTION: In the construction of the shield tunnel T, the segment transporting trolley 5 for loading the segment 3 is arranged in such a manner as to be planarly displaced sideward with respect to the center line of the shield tunnel T. Segment conveying equipment comprises a hoist rail 6 which is extended to the vicinity of the erector 2 from the trolley 5, and a hoist 7 which travels along the hoist rail 6 in the state of hanging the segment 3. A front end of the hoist rail 6 is planarly positioned on the center line of the shield tunnel T; an intermediate part thereof is planarly curved in an S-shape; and a back end thereof is planarly positioned on the center line of the segment transporting trolley.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：即使分段运输小车被布置成相对于中心线的中心线向侧面平移地移动，也可以安全地将段从运输小车的段运送到竖立器的附近盾构隧道，特别是小直径盾构隧道。解决方案：在屏蔽隧道T的构造中，用于装载段3的段运送小车5以相对于屏蔽隧道T的中心线向侧面平面位移的方式布置。段输送设备包括从手推车5延伸到竖立机构2附近的提升轨道6，以及在悬挂节段3的状态下沿着提升轨道6行进的起重机7.升降轨道6的前端平面地定位在屏蔽隧道T的中心线上; 其中间部分以S形平面弯曲; 并且其后端平面地位于片段传送台车的中心线上。版权所有（C）2007，JPO＆INPIT

2. 发明专利

JP2004360227A Construction method for confluent part of shielded tunnel 有权
标题翻译：屏蔽隧道混凝土结构施工方法
公开(公告)号：JP2004360227A
公开(公告)日：2004-12-24
申请号：JP2003157112
申请日：2003-06-02
申请人： Nishimatsu Constr Co Ltd , 西松建設株式会社
发明人： OE IKUO , MITO KENJI , WATANABE TORU , ISO HARUO , OGURI TOSHIO , UCHIDA KATSUMI , SUZUKI YASUYUKI
IPC分类号： E21D9/06 , E21D11/00 , E21D11/14
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a confluent part of a shielded tunnel, for rationally constructing the confluent part of the two shielded tunnels, particularly, in a deep depth underground space.
SOLUTION: When constructing the confluent part TJ of a main line tunnel T1 and a branch line tunnel T2 respectively constructed by a shielding construction method, the main line tunnel T1 and the branch line tunnel T2 are advanced for boring so as to mutually draw near in a section of the confluent part TJ, and linings 1 and 2 of a substantially D-shaped cross section are respectively assembled, and an envelope of the cross section of the linings 1 and 2 is formed in a substantially circular shape. Next. the main line tunnel 1 and the branch line tunnel T2 are continued by removing a part 1A and 2A of the linings 1 and 2 for separating the tunnels, and steel shells 5 and 6 are installed so as to cover a part between the linings 1 and 2 of these main line tunnel T1 and branch line tunnel T2. The linings 1 and 2 of the main line tunnel T1 and the branch line tunnel T2 are integrated by filling a filler 7 in a space between these steel shells 5 and 6 and the linings 1 and 2.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于屏蔽隧道的汇合部分的施工方法，用于合理地构建两个屏蔽隧道的汇合部分，特别是在深深的地下空间中。解决方案：当构建主线隧道T1的汇合部分TJ和分别由屏蔽施工方法构成的分支线隧道T2时，主线隧道T1和分支线隧道T2前进用于镗孔以相互在汇合部分TJ的一部分附近吸附，并且分别组装基本上D形的横截面的衬垫1和2，并且衬垫1和2的横截面的外壳形成为大致圆形形状。下一个。通过移除用于分离隧道的衬里1和2的部分1A和2A来继续主线隧道1和分支线隧道T2，并且安装钢壳5和6以覆盖衬里1和这些主线隧道T1和分支线隧道T2中的2个。通过在这些钢壳5和6与衬板1和2之间的空间中填充填料7，将主管道隧道T1和分支管道隧道T2的内衬1和2集成。版权所有（C）2005 ，JPO＆NCIPI

3. 发明专利

JPH11241590A SHIELD CONSTRUCTION 失效
公开(公告)号：JPH11241590A
公开(公告)日：1999-09-07
申请号：JP4060798
申请日：1998-02-23
申请人： NISHIMATSU CONSTR CO LTD
发明人： UCHIDA KATSUMI , ISHII MASANORI , KAZAMA HISAYA , SUZUKI YASUYUKI
IPC分类号： E21D9/087 , E21D9/08
摘要： PROBLEM TO BE SOLVED: To facilitate the exchange of a bit in response to the soil to be excavated by providing a cutter spoke in a cutter to be freely turned over, and arranging roller bits in one surface and teeth bits in the other surface. SOLUTION: A cutter 2 of a shield excavating machine is formed of a surface plate 3 provided with teeth bits 8 and cutter spokes 4, 5. Roller bits 6 are arranged in a surface of the cutter spokes 4, 5, and teeth bits 9, 10 are arranged in the back surface thereof so that they can be turned over by a driving means. With this structure, in the case where the excavating soil is a viscous soil layer, excavation is performed by the roller bits 6 and the teeth bits 8 of the surface plate 3, and in the case where the excavating soil is a gravel layer, the cutter spokes 4, 5 are rotated and the roller bits 6 are housed inside, and excavation is performed by the teeth bits 9, 10 and the teeth bits 8 of the surface plate 3. Consequently, the bit can be easily exchanged in response to the soil conditions, and the roller bits 6 can be used in the optimal condition.

4. 发明专利

JP2005042392A Dredging plant and dredging method for dam 审中-公开
标题翻译： DAM的干燥设备和干燥方法
公开(公告)号：JP2005042392A
公开(公告)日：2005-02-17
申请号：JP2003277557
申请日：2003-07-22
申请人： Nishimatsu Constr Co Ltd , 西松建設株式会社
发明人： NAKAYAMA TSUTOMU , KONDO MISAKA , NISHIDA HIDENORI , IMAKITA KEISUKE , SUZUKI YASUYUKI
IPC分类号： E02F3/94 , B03B9/00 , C02F9/00 , E02B7/00 , E02F3/88 , E02F3/92
摘要： PROBLEM TO BE SOLVED: To provide a dredging plant and a dredging method for a dam, which bring about efficient recovery from a decrease in function of the dam due to the progress of sedimentation, which prevent erosion of a downstream area and a coast near a river mouth, and which conserves an environment for maintaining water quality of a river. SOLUTION: This dredging plant for the dam is equipped with dredging equipment 1 for dredging sediment on a bottom 7 of a dam lake, and a classifying plant 40 which separates the sediment with a large particle diameter from the sediment dredged by the dredging equipment and which separates an arbitrary fine-grained fraction. This enables the sediment with the large particle diameter to be separated from the sediment on the bottom 7 and used as a construction material etc., and enables the arbitrary fine-grained fraction to be separated and placed as a feed material for the river in the river so as to recover an eroded river bed in the downstream area of the dam and the coast near the river mouth. After floating matter removed from the dam lake is reduced in volume while being insolubilized and solidified, the bottom 7 is backfilled with the floating matter, so that a disposal field can be dispensed with. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于大坝的疏浚设备和疏浚方法，其由于沉积物的进行而导致由于沉淀物的功能的降低而有效地恢复，这防止下游区域的侵蚀和沿河口附近的海岸，保护了维护河流水质的环境。解决方案：该大坝疏浚工厂配备了疏浚设备1，用于疏浚坝洼底部7的沉积物，以及一个分级设备40，将沉淀物与疏浚疏浚的泥沙大粒径分离开。设备，并分离任意细粒度的部分。这使得具有大颗粒直径的沉淀物能够与底部7上的沉积物分离并用作建筑材料等，并且可以将任意的细晶粒分离和放置为河流中的原料河流，以恢复坝下游地区和河口附近的海岸侵蚀河床。从坝体移除的浮动物质在不溶解和固化的同时体积减小时，底部7被浮选物质回填，从而可以省去处置场。版权所有（C）2005，JPO＆NCIPI

5. 发明专利

JP2005054528A Shield machine and method of overhanging skin plate for reamed section of shield tunnel 审中-公开
标题翻译：护盾机器及护盾隧道复垦皮肤板的方法
公开(公告)号：JP2005054528A
公开(公告)日：2005-03-03
申请号：JP2003288953
申请日：2003-08-07
申请人： Nishimatsu Constr Co Ltd , 西松建設株式会社
发明人： UCHIDA KATSUMI , SUZUKI YASUYUKI
IPC分类号： E21D9/087 , E21D9/10
摘要： PROBLEM TO BE SOLVED: To provide a shield machine for use in construction of a shield tunnel, which positively carries out overhanging of a skin plate for a reamed section during the construction of the reamed section inclusive of a width-expanded section of the shield tunnel, and to provide a method of overhanging the skin plate for the reamed section. SOLUTION: The shield machine is formed of a front trunk 2 and a rear trunk 3 which are separable from each other, an intermediate trunk 4 connected to the front trunk and capable of being housed in the rear trunk. The intermediate trunk has built therein a reaming cutter 5 and a reamed section skin plate 6. While the tunnel is driven by the shield machine, reaming excavation is carried out by separating the rear trunk 3 from the front trunk 2 to advance the intermediate trunk 4 connected to the front trunk 2 from the rear trunk 3, protruding the reaming cutter 5 from a peripheral surface of the intermediate trunk 4 to carry out reaming excavation, and injecting a filler 13 into a cavity 12 formed by the reaming excavation. Thereafter while the filler 13 in the cavity 12 is taken into the intermediate trunk 4, the reamed section skin plate 6 is protruded from the peripheral surface of the intermediate trunk 4 to overhang in the cavity 12. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于构造盾构通道的屏蔽机构，该屏蔽机构在扩建部分的构造期间积极地执行用于延伸部分的凸版板的伸出部分，包括宽度扩展部分屏蔽隧道，并提供一种突出用于延伸部分的皮肤板的方法。解决方案：盾构机由前躯干2和后躯干3形成，前躯干2和后躯干3彼此分离，中间躯干4连接到前躯干并且能够容纳在后躯干中。中间躯干已经内置了铰刀5和延伸部分皮肤板6.当隧道被屏蔽机驱动时，通过将后行李箱3与前行李箱2分开来进行扩孔挖掘，以使中间行李箱4前进从后躯干3连接到前躯干2，从中继躯干4的周面突出扩孔刀5，进行扩孔开挖，并将填料13注入通过扩孔开挖形成的空腔12中。此后，当空腔12中的填充物13被带入中间树干4时，延伸部分皮肤板6从中间主体4的周面突出到空腔12中伸出。（C）2005 ，JPO＆NCIPI

6. 发明专利

JP2003119830A CONSTRUCTION MACHINE INFORMATION SYSTEM 审中-公开
公开(公告)号：JP2003119830A
公开(公告)日：2003-04-23
申请号：JP2001314024
申请日：2001-10-11
申请人： NISHIMATSU CONSTR CO LTD , NIIGATA ENGINEERING CO LTD
发明人： IKENOUCHI RETSU , SHIIDA SHIGETOSHI , SUZUKI YASUYUKI , SAITO MASAAKI , TOGASHI MASANAO
IPC分类号： E02F9/20 , G06Q10/00 , G06Q50/00 , G06Q50/10 , G06F17/60
摘要： PROBLEM TO BE SOLVED: To provide a construction machine information system capable of unifying the management of construction machine information by compiling a database of various information about construction machines. SOLUTION: A data collection device 2 collects data on the operation of a construction machine 20 and collects the safety inspection data of the construction machine 20 from a portable PC 1 owned by an inspector and transmits the data to a management PC 3 installed in an administration office 30. The management PC 3 transmits operating instructions, safety instructions, and the alarm data of the construction machine or the like to the portable PC 1 via the data collection device 2 according to the received safety inspection data and the operation data of the construction machine 20.

7. 发明专利

JP2005030138A Dredging device 审中-公开
标题翻译： DREDGING DEVICE
公开(公告)号：JP2005030138A
公开(公告)日：2005-02-03
申请号：JP2003272719
申请日：2003-07-10
申请人： Nishimatsu Constr Co Ltd , 西松建設株式会社
发明人： KONDO MISAKA , NAKAYAMA TSUTOMU , KOMIYAMA HIDEKI , NAGAYAMA TORU , IMAKITA KEISUKE , YOSHIDA TAKASHI , BANDAI TOMOYA , SUZUKI YASUYUKI
IPC分类号： E02F3/90 , E02F3/88
摘要： PROBLEM TO BE SOLVED: To provide a dredging device capable of reducing water pollution and improving work efficiency when dredging.
SOLUTION: This dredging device 10 is composed of a dredging part 30 provided with a digging means for digging water bottom 1 (for example, a cutter 35) and a mud feeding hose 38 for discharging sediment digged by the digging means 35 above water, a frame 20 supporting the dredging part 30 so as to move in the forward, backward, left, and right directions, and a traveling means (traveling hydraulic motors 28, 32) for moving the dredging part 30 in the forward, backward, left, and right directions for the frame 20. Since the dredging part 30 can be moved in the forward, backward, left, and right directions for the frame 20, the digging means 35 is moved in the forward, backward, left, and right directions to dig the water bottom 1 in a lower part of the dredging device 10 continuously once the dredging device 10 is installed on the water bottom 1. The number of lifting and moving the dredging device 10 can be reduced to perform dredging work efficiently.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种在疏浚时能够减少水污染和提高工作效率的疏浚装置。解决方案：该疏浚装置10由设置有用于挖掘水底1的挖掘装置（例如，切割器35）的疏浚部30和用于排出上述挖掘装置35挖掘的泥沙的泥浆输送软管38构成。水，支撑疏浚部30以便向前，后，左，右方向移动的框架20，以及用于使疏浚部30向前，向后，向后移动的行进装置（行驶液压马达28,32）左右方向。由于疏浚部30能够向框架20向前，后，左，右方向移动，挖掘装置35向前，后，左，右移动一旦疏浚装置10安装在水底1上，连续挖掘挖泥装置10的下部的水底部1的方向。可以减少提升和移动疏浚装置10的数量，以有效地执行疏浚工作。版权所有（C）2005，JPO＆NCIPI

8. 发明专利

JP2005030135A Dredging device and dredging method by use of grab bucket 审中-公开
标题翻译：采用GRAB BUCKET进行干燥装置和干燥方法
公开(公告)号：JP2005030135A
公开(公告)日：2005-02-03
申请号：JP2003272709
申请日：2003-07-10
申请人： Nishimatsu Constr Co Ltd , 西松建設株式会社
发明人： KONDO MISAKA , NAKAYAMA TSUTOMU , KOMIYAMA HIDEKI , NAGAYAMA TORU , YOSHIDA TAKASHI , IMAKITA KEISUKE , BANDAI TOMOYA , SUZUKI YASUYUKI
IPC分类号： E02F3/47 , E02F3/88
摘要： PROBLEM TO BE SOLVED: To efficiently perform dredging work using a grab bucket and reduce water pollution.
SOLUTION: This dredging device is provided with the grab bucket 10 for dredging sediment on water bottom, and a sand pump 23 having a suction hole and a sediment pressure feeding pipe 22 whose one end is connected with the sand pump 23 and whose other end is provided above water are provided in the grab bucket 10. Since sediment in the grab bucket 10 is sucked by the sand pump 23 and is discharged above water by the sediment pressure feeding pipe 22, continuous digging becomes possible without lifting the grab bucket 10 above water. Since digging is performed by the grab bucket 10, even sediment having large N value and hard and tight soil quality can be digged for dredging.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：使用抓斗有效地进行疏浚工作，减少水污染。解决方案：该疏浚装置设有用于疏浚水底沉渣的抓斗10和具有吸入孔的砂泵23和一个与砂泵23连接的沉降物供给管22，提供在水桶上方的另一端设置在抓斗10中。由于抓斗10中的沉积物被砂泵23吸入，并且通过沉降物供给管22在水上排出，因此可以在不提升抓斗的情况下进行连续挖掘 10以上水。由于由铲斗10进行挖掘，所以可以挖掘甚至具有大N值的沉积物和坚硬和严密的土壤质量的疏浚。版权所有（C）2005，JPO＆NCIPI

9. 发明专利

JP2004360228A Shield machine 有权
标题翻译：屏蔽机
公开(公告)号：JP2004360228A
公开(公告)日：2004-12-24
申请号：JP2003157124
申请日：2003-06-02
申请人： Nishimatsu Constr Co Ltd , 西松建設株式会社
发明人： UCHIDA KATSUMI , SUZUKI YASUYUKI , WATANABE TORU , ISO HARUO , OGURI TOSHIO , MITO KENJI , OE IKUO
IPC分类号： E21D9/06 , E21D9/087
摘要： PROBLEM TO BE SOLVED: To provide a shield machine capable of being suitably used for rationally constructing a combined section of two shield tunnels specially in a great depth underground space. SOLUTION: Diameter widening cutters 14 and 24 capable of excavating the outsides of sections of shield machine bodies 11 and 21 and diameter widening section skin plates 15 and 25 capable of coating the inside surface of a tunnel wall excavated by the diameter widening cutters 14 and 24 are so provided to the shield machine bodies 11 and 21 of the shield machines 1 and 2 that they are projected sideways from the shield machine bodies 11 and 21 and are capable of being stored in the shield machine bodies 11 and 21. The shield tunnels having approximately D-shaped sections have shapes capable of being bored in a state to project the diameter widening cutters 14 and 24 and the diameter widening skin plates 15 and 25 to the outsides from the shield machine bodies 11 and 12. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够适当地用于合理构造两个屏蔽隧道的组合部分的屏蔽机械，特别是在很深的地下空间中。解决方案：能够挖掘屏蔽机体11和21的外侧的直径加宽刀具14和24以及能够涂覆由直径加宽刀具挖掘的隧道壁的内表面的直径扩大部分表皮板15和25 14和24被设置到屏蔽机器1和2的屏蔽机体11和21，它们从屏蔽机体11和21侧向投射并且能够被存储在屏蔽机体11和21中。具有大致D形截面的盾构通道具有能够将直径加宽刀具14和24以及直径扩大皮肤板15和25突出到来自屏蔽机体11和12的外侧的状态的钻孔。版权所有（C）2005，JPO＆NCIPI

10. 发明专利

JP2004360226A Construction method for combined section of shield tunnel 有权
标题翻译：盾构隧道组合部分施工方法
公开(公告)号：JP2004360226A
公开(公告)日：2004-12-24
申请号：JP2003157099
申请日：2003-06-02
申请人： Nishimatsu Constr Co Ltd , 西松建設株式会社
发明人： ISO HARUO , OE IKUO , MITO KENJI , WATANABE TORU , OGURI TOSHIO , UCHIDA KATSUMI , SUZUKI YASUYUKI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a combined section of a shield tunnel capable of rationally constructing the combined section of two shield tunnels specially in a great depth underground space.
SOLUTION: When the combined section TJ of a main tunnel T1 and a branch tunnel T2 respectively constructed by a shield method is constructed, in a section of the combined section TJ, the main tunnel T1 and the branch tunnel T2 are so bored that both of them get close to each other, at the same time, they respectively assemble linings 1 and 2 having approximately D-shaped sections to form an envelop line of the sections of the linings 1 and 2 of the main tunnel T1 and the branch tunnel T2 in a circular-shape, and parts 1A and 2A of the linings 1 and 2 partitioning the main tunnel T1 and the branch tunnel T2 are removed to continue them and, at the same time, the linings 1 and 2 of these main tunnel T1 and the branch tunnel T2 are fastened to combine them with each other.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够在深层地下空间中合理构造两个盾构隧道的组合部分的盾构隧道的组合部分的施工方法。解决方案：当组合部分TJ分段构成主隧道T1和分支隧道T2的组合段TJ时，主隧道T1和分支隧道T2如此无聊两者彼此接近，同时它们分别装配具有大致D形截面的衬垫1和2，以形成主隧道T1的衬里1和2的部分的包络线，并且分支隧道T2为圆形，分隔主隧道T1和分支隧道T2的衬砌1和2的部分1A和2A被移除以继续它们，同时，这些主隧道的衬砌1和2 T1和分支隧道T2被紧固以使它们彼此组合。版权所有（C）2005，JPO＆NCIPI

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式