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    • 1. 发明专利
    • Method and equipment for seismically strengthening new or existing manhole
    • 用于地震加强新的或现有的房间的方法和设备
    • JP2007063967A
    • 2007-03-15
    • JP2005288688
    • 2005-09-30
    • Nihon Suido Consultants Co LtdShinmei Sangyo:Kk株式会社信明産業株式会社日水コン
    • TAKEUCHI MIKIONOMURA KIICHIKONISHI YASUHIKOIIDA TSUTOMUHOSHIKAWA KIYOUFUENAMI HIROSHIYOSHIDA YOSHIAKI
    • E02D29/12E02D3/10E03F7/00
    • PROBLEM TO BE SOLVED: To prevent a manhole from being damaged, for example, by being pushed up and floating up, because the liquefaction of the natural ground is caused, for example, by a tremor generated by an earthquake and the like. SOLUTION: In a method and equipment for seismically strengthening the manhole, in order to prevent the manhole from being pushed up and floating up, or causing settlement, deformation and the like, because the liquefaction of the natural ground is caused, for example, by a tremor generated by an earthquakes and the like, a hole into which pressure water flows for ascent is formed at a base of the manhole by utilizing the water permeability of a cobblestone layer under the base of the manhole. When the earthquake and the like make the pressure water concentrated on the natural ground directly below the manhole through at least one ascending guide pipe the lower end which has the hole and the upper end of which is positioned above a groundwater level, the pressure water is filtered, elevated and diffused above the groundwater level so that the manhole can be prevented from being pushed up and floating up, or causing settlement, deformation and the like, due to the liquefaction of the natural ground directly below the manhole. COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:例如,通过被推起并浮起来防止人孔被损坏,因为天然地面的液化例如是由地震等产生的震颤引起的 。 解决方案:在用于地震加强人孔的方法和设备中,为了防止人孔被上推和浮起,或引起沉降,变形等,因为引起自然地面的液化,因此 例如,通过地震产生的震颤,通过利用人孔底部的鹅卵石层的水渗透性,在人孔的底部形成有用于上浮的压力水流入的孔。 当地震等使得压力水通过至少一个上升导管直接在人孔下方的天然地面上时,下端具有孔,其上端位于地下水位以上,压力水为 过滤,升高并扩散到地下水位以上,由于直接在人孔下方的天然地面液化,可以防止人孔被上推和浮起,或引起沉降,变形等。 版权所有(C)2007,JPO&INPIT
    • 2. 发明专利
    • Equipment for seismically strengthening new or existing manhole
    • 用于地震加强新的或现有的房间的设备
    • JP2007063977A
    • 2007-03-15
    • JP2005367393
    • 2005-12-21
    • Nihon Suido Consultants Co LtdShinmei Sangyo:Kk株式会社信明産業株式会社日水コン
    • TAKEUCHI MIKIONOMURA KIICHIKONISHI YASUHIKOIIDA TSUTOMUHOSHIKAWA KIYOUFUENAMI HIROSHIYOSHIDA YOSHIAKI
    • E02D29/12E02D3/10E03F5/10
    • PROBLEM TO BE SOLVED: To prevent a manhole from being damaged, for example, by being pushed up and floating up, because the liquefaction phenomenon of the natural ground is caused, for example, by a tremor generated by an earthquake. SOLUTION: In this equipment for seismically strengthening the new or existing manhole, in order to prevent manhole from being pushed up and floating up, or causing settlement and the like, because the liquefaction of the natural ground is caused by an earthquakes and the like, an inflow hole for slurry accompanied by liquefaction is formed below the intermediate section of the side wall of the manhole; a riser the lower end of which has with the inflow hole which is formed along the inner wall surface of the manhole and the upper end of which is positioned above a groundwater level is arranged; grating-like filter nets the meshes of which are made gradually finer are provided as a plurality of steps at intervals in the entrance of the inflow hole and the riser; and a filter refilling material composed of a crushed stone layer is infilled into one or some places between the filter nets on the base side of the riser. When the slurry accompanied by the liquefaction is concentrated on the natural ground directly below and around the manhole by the earthquake and the like, the equipment makes the slurry filtered and elevated by the riser and diffused from an upper end. COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:例如,由于例如由地震产生的震颤引起自然地面的液化现象,例如通过被推起并浮起来防止人孔被损坏。 解决方案:在这种用于地震加强新的或现有的人孔的设备中,为了防止人孔被抬起和浮起或引起沉降等,因为自然地面的液化是由地震引起的, 在井眼的侧壁的中间部分的下方形成有伴随液化的泥浆的流入孔, 其下端具有沿着人孔的内壁表面形成并且其上端位于地下水位上方的流入孔的提升管; 在其流入孔和提升管的入口处间隔设置多个台阶的格栅过滤网网格逐渐细化; 并且由碎石层组成的过滤器填充材料填充到提升管的底侧上的过滤网之间的一个或一些位置。 当伴随着液化的泥浆通过地震等直接集中在人孔下方和周围的天然地面上时,设备使浆料被上升管过滤并升高,并从上端扩散。 版权所有(C)2007,JPO&INPIT
    • 7. 发明专利
    • Structure for preventing floating of underground structure
    • 防止地下结构浮动的结构
    • JP2010101118A
    • 2010-05-06
    • JP2008275334
    • 2008-10-27
    • Fujimura Fume Kan KkJapan Institute Of Wastewater Engineering TechnologyShinmei Sangyo:Kk株式会社信明産業藤村ヒューム管株式会社財団法人下水道新技術推進機構
    • MATSUSHIMA OSAMUTAKASE IKUHIROMATSUDA YASUAKISHINADA KOICHINAKAMURA KATSUNORITAKANO KIMIAKIKOBAYASHI NOBUTERUENAMI HIROSHI
    • E02D29/12E02D31/12
    • PROBLEM TO BE SOLVED: To provide a structure for preventing floating of underground structure, capable of ensuring safety in stepping-up and -down, taking excess pore water pressure (buoyancy) caused by liquefaction into a manhole or culvert that is an underground structure, and attaining rapid drainage through a combination of drainage by overflow and drainage with a draining pressure adjustment device.
      SOLUTION: In the underground structure 1 such as the manhole, a recessed part and a through-hole continued thereto, the through-hole connecting between the underground side and the inside of the underground structure, are linearly bored in a plurality of positions of the circumferential wall of the underground structure in the axial direction of the manhole while avoiding step positions. A water catchment pipe with an excavating head attached to its top end is disposed in the recessed part and through-hole while intruding into the ground in a predetermined length. A first tee is attached to the base part of the water catchment pipe, and a second tee having a draining pressure adjustment device is attached to the base end of the water catchment pipe of the bottom stage. The first tee is connected to a guide pipe vertically provided within the manhole and disposed with its upper end above the ground water level, and the second tee is connected to the lower end of the guide pipe.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:为了提供一种防止地下结构浮动的结构,能够确保升降降低的安全性,将由液化引起的多余的孔隙水压(浮力)引入到作为 地下结构,并通过排水压力调节装置通过溢流和排水结合排水。 解决方案:在地下结构1中,例如人孔,凹部和贯通孔,连通地下一侧和地下结构内部的通孔,在多个 地下结构的周壁在井眼的轴向上的位置,同时避免了步骤位置。 具有附接到其顶端的挖掘头的集水管在以预定长度侵入地面的同时设置在凹部和通孔中。 第一个发球台连接到集水管的基部,并且具有排水压力调节装置的第二个发球台连接到底部的排水管的底端。 第一个三通连接到垂直设置在人孔内的引导管,其上端设置在地下水位之上,第二个三通与导管的下端连接。 版权所有(C)2010,JPO&INPIT
    • 8. 发明专利
    • Structure for externally mounting steel collar with flange on side-face hole of manhole
    • 外部安装钢板的结构与法兰面的孔洞孔
    • JP2009209631A
    • 2009-09-17
    • JP2008055690
    • 2008-03-06
    • Shinmei Sangyo:Kk株式会社信明産業
    • ENAMI HIROSHIOGUMA KYOKURIHARA KAZUAKI
    • E02D29/12E03F5/02
    • PROBLEM TO BE SOLVED: To provide a new mounting structure enabling easy and assured mounting of a steel collar with a flange by fixing a lower part of the flange without causing a crack etc. when the steel collar with the flange is externally mounted on a side-face hole of a manhole by anchoring to receive an end of a main pipe.
      SOLUTION: When the steel collar with the flange is externally mounted on the side-face hole of the manhole by anchoring to fittingly insert the end of the main pipe, the lower part of the flange of the steel collar is fixed by pressing it against the inner surface of the side wall from the inside of the manhole and fixing it with a fastening bolt instead of fixing it by anchoring.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:提供一种新的安装结构,通过在具有凸缘的钢套环外部安装时,通过固定凸缘的下部而不引起裂纹等,从而能够容易且可靠地安装具有凸缘的钢套圈 在人孔的侧面孔上通过锚固来接纳主管的端部。

      解决方案:将具有法兰的钢制轴环通过锚固方式外部安装在人孔的侧面孔上,以适当地插入主管的端部,通过按压将钢圈的法兰下部固定 它从人孔内部抵靠侧壁的内表面,并用紧固螺栓固定,而不是通过锚固固定。 版权所有(C)2009,JPO&INPIT

    • 9. 发明专利
    • Constructing structure for preventing thrusting flotation and frost heave of manhole and settlement, crack, waviness and frost heave of backfill soil on main pipe due to earthquake or the like
    • 建筑结构防止地震的浮动和裂缝发生破裂,破裂,裂缝,波浪和后退土壤的主要管道等。
    • JP2006183244A
    • 2006-07-13
    • JP2004375146
    • 2004-12-27
    • Shinmei Sangyo:Kk株式会社信明産業
    • HOSHIKAWA KIYOUFUENAMI HIROSHIKURIHARA KAZUAKI
    • E02D31/10E02D27/28E02D29/12E03F5/02
    • PROBLEM TO BE SOLVED: To prevent the liquefaction of backfill soil due to earthquake or the like, the thrusting floatation and frost heave of a manhole due to freezing expansion, and the crack, waviness and settlement of backfill soil on a main pipe. SOLUTION: In backfill construction of placing a sewage line including the manhole and the main pipe, a liquefaction preventing material formed by mixing a water non-permeable and non-oozing asphalt raw material and an elastic body (a rubber chip) is poured into a drive gap between the manhole and a natural ground and filled therein for backfill. Otherwise, the liquefaction preventing material and gravel or crushed stones are alternately bedded into a plurality of layers for backfill in the condition of embracing the liquefaction preventing material to prevent the flotation and oozing of underground water. This prevents the flotation and frost heave of the manhole resulting from the liquefaction of a backfill portion due to earthquake and from the freezing expansion thereof and prevents the settlement, waviness, crack and frost heave of the backfill soil on the main pipe. COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:为防止由于地震等引起的回填土的液化,由于冻结膨胀引起的人孔的推进浮起和冻胀,以及主管上回填土的裂缝,波纹和沉降 。 解决方案:在将包括人孔和主管在内的污水处理线排放回填时,通过混合水不渗透和不渗透的沥青原料与弹性体(橡胶片)形成的液化防止材料是 倒入人孔和自然地面之间的驱动间隙,并填充在其中用于回填。 否则,在包围液化防止材料的情况下,液化防止材料和砾石或碎石交替地层叠成多层回填,以防止地下水的浮选和渗出。 这防止由于地震而引起的回填部分的液化以及其冻结膨胀造成的人孔的浮选和霜冻,并且防止主管上的回填土的沉降,波纹,裂纹和霜冻。 版权所有(C)2006,JPO&NCIPI
    • 10. 发明专利
    • Rubber ring press-bonding jig to side surface of manhole
    • 橡胶环压力接头连接到MANHOLE的侧面
    • JP2006037389A
    • 2006-02-09
    • JP2004215718
    • 2004-07-23
    • Shinmei Sangyo:Kk株式会社信明産業
    • HOSHIKAWA KIYOUFUENAMI HIROSHIYOSHIDA YOSHIAKIOGUMA SUSUMU
    • E02D29/12
    • PROBLEM TO BE SOLVED: To provide a single type of new reaming tool which can alone press-bond a rubber ring of a different diameter to the side surface of a manhole.
      SOLUTION: There is provided a hydraulic jack or a manually operated screw-type reamer for press-fitting the rubber ring to the side surface of the manhole. The jack or the screw-type reamer is formed by arranging overhanging fulcrums on both sides of a midpoint thereof, arranging a rod reciprocating from/toward the overhanging fulcrums by oil pressure or a screw, rotatably pivoting Y-bent arms at the end of the rod, and connecting reaming arms to tips of the Y-bend arms, respectively, for carrying out reaming work. In this manner by pressing and reaming a hook portion arranged near overlapping ends of a discrete ring arranged inside the rubber ring, by the reaming arms, the single type of the hydraulic jack or the manual screw-type reamer can carry out the press-fitting of the rubber ring of a different size prepared according to the magnitude of the side surface of the manhole.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供单一类型的新的铰孔工具,其可以单独地将不同直径的橡胶环压接在人孔的侧表面上。 解决方案:提供一个液压千斤顶或手动操作的螺旋式铰刀,用于将橡胶圈压配合到人孔的侧面。 千斤顶或螺旋式铰刀通过在其中点的两侧布置悬垂支点而形成,通过油压或螺钉将从所述突出支点往复运动的杆布置在所述悬臂支点的上端, 杆和连接铰刀臂分别连接到Y形臂的顶端,用于进行扩孔工作。 以这种方式,通过按压和铰孔布置在布置在橡胶环内部的离散环的重叠端附近的钩部,通过铰孔臂,单一类型的液压千斤顶或手动螺旋式铰刀可以执行压配合 的根据人孔侧表面的大小制备的不同尺寸的橡胶环。 版权所有(C)2006,JPO&NCIPI