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    • 2. 发明专利
    • Retaining wall
    • 挡土墙
    • JP2008082093A
    • 2008-04-10
    • JP2006265048
    • 2006-09-28
    • Tokyo Printing Ink Mfg Co Ltd東京インキ株式会社
    • SHIMADA MASARUAMAMIYA SEIJIHARADA MICHIYUKI
    • E02D29/02E02D3/00
    • PROBLEM TO BE SOLVED: To provide a method for constructing a retaining wall having a high wall height and stability and using a honeycomb-like solid reinforcing material, and to provide a method for constructing a steep retaining wall using the honeycomb-like solid reinforcing material.
      SOLUTION: The method for constructing the retaining wall is characterized in that two layers of a honeycomb structure and a honeycomb structure stacked directly thereon are connected by piles. The method for constructing the retaining wall is characterized in that the natural ground at the lower part of the retaining wall and the honeycomb structure stacked directly thereon are connected by piles.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 解决的问题:提供一种用于构造具有高壁高和稳定性的保持壁并使用蜂窝状固体增强材料的方法,并且提供使用蜂窝状固体增强材料构造陡峭挡土墙的方法 固体增强材料。 解决方案:用于构造挡土墙的方法的特征在于,两层蜂窝状结构体和直接堆积在其上的蜂窝结构体通过桩连接。 用于构造挡土墙的方法的特征在于,在挡土墙的下部的自然地面和直接堆积在其上的蜂窝结构体通过桩连接。 版权所有(C)2008,JPO&INPIT
    • 4. 发明专利
    • Construction method of retaining wall
    • 保留墙的施工方法
    • JP2008138446A
    • 2008-06-19
    • JP2006325763
    • 2006-12-01
    • Tokyo Printing Ink Mfg Co Ltd東京インキ株式会社
    • YASAKA MASASHIAMAMIYA SEIJIHARADA MICHIYUKI
    • E02D29/02
    • PROBLEM TO BE SOLVED: To provide a method for constructing a retaining wall using a honeycomb-like solid reinforcing material having high stability and an excellent draining property and strong against rainfall and snowfall.
      SOLUTION: This construction method of the retaining wall includes processes for forming a laminate including a water permeable layer and a honeycomb structure layer formed by filling a filler of low water permeability in the honeycomb-like solid reinforcing material wherein a strip material formed of a plate-like or net-like polymeric material is formed in honeycomb structure, and connecting two or more layers constituting the laminate by piles. In the process for forming the laminate, the water permeable layer is laid directly on the honeycomb structure layer filled with the filler with low water permeability.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供一种使用具有高稳定性和优异的排水性能并且抵抗降雪和降雪的强度的蜂窝状固体增强材料来构造挡土墙的方法。 解决方案:该挡土墙的施工方法包括形成层叠体的方法,所述层压体包括水可渗透层和通过在蜂窝状固体增强材料中填充低透水性填料形成的蜂窝结构层,其中形成条带材料 以蜂窝结构形成板状或网状聚合物材料,并且通过堆叠连接构成层压体的两层或更多层。 在层压体的形成过程中,将透水层直接放置在填充有低透水性的填料的蜂窝结构体层上。 版权所有(C)2008,JPO&INPIT
    • 5. 发明专利
    • 擁壁の連結構造
    • 保持墙的连接结构
    • JP2015021286A
    • 2015-02-02
    • JP2013150250
    • 2013-07-19
    • 東京インキ株式会社Tokyo Printing Ink Mfg Co Ltd岡三リビック株式会社Okasan Livic Co Ltd
    • HARADA MICHIYUKIAMAMIYA SEIJIKONAMI TAKEJIHAYASHI TOSHIHITO
    • E02D29/02E02D17/18
    • 【課題】壁面方向に過剰な土圧が掛かった場合にでも、ハニカム擁壁とその背面に敷設されるジオグリッドとの連結が維持されるハニカム擁壁とジオグリッドの連結方法及びその連結具を提供する。【解決手段】ハニカム状立体補強材に充填材を充填したハニカム構造体を略水平に積層したハニカム構造体層7を有し、当該ハニカム構造体層7の背面(地山側)に略水平に配したジオグリッド6を有するジオグリッド・ハニカム擁壁であって、当該ジオグリッド6の壁面側端部は積層されたハニカム構造体に挟まれており(以下、「ジオグリッド狭まれ部」という)、当該ジオグリッド狭まれ部には、当該ジオグリッド6を貫き、当該ジオグリッド6のすぐ下に接するハニカム構造体とのすぐ上に接するハニカム構造体に貫入する当該ハニカム構造体層7に略垂直な杭状の縦杭材11を有するジオグリッド・ハニカム擁壁。【選択図】図5
    • 要解决的问题:为了提供蜂窝挡土墙和土工格栅及其连接器的连接方法,即使在施加了过大的土压力的情况下,为了保持蜂窝挡土墙和铺设在其背面的土工格栅的连接, 壁面方向。解决方案:土工格栅蜂窝状挡土墙包括蜂窝结构体层7,蜂窝结构体层7基本上水平地层叠蜂窝结构体,填充蜂窝状三维增强材料中的填料,并且包括基本水平地布置在蜂窝结构体层7上的土工格栅6 蜂巢结构体层7的背面(自然地侧)。土工格栅蜂窝保持壁包括在蜂窝结构体层7中侵入蜂窝结构体中的基本垂直的绒头状垂直绒头材料11, 刚好在部分与蜂窝结构体相接触的土工格栅6的正下方 当土工格栅6的壁面侧端部被叠层蜂窝结构体(以下称为“土工格栅夹层部”)夹在土工格栅夹持部中时,穿过土工格栅6。
    • 6. 发明专利
    • Clip
    • JP2008184790A
    • 2008-08-14
    • JP2007018748
    • 2007-01-30
    • Tokyo Printing Ink Mfg Co Ltd東京インキ株式会社
    • IWASAKI TOSHIAKIAMAMIYA SEIJIHARADA MICHIYUKI
    • E02D17/18A01G9/14
    • Y02A40/252
    • PROBLEM TO BE SOLVED: To provide a clip quickly and easily fixable to a bar-like member and hard to come out once fixed. SOLUTION: This clip comprises an opening side end introduction part of horseshoe structure formed by bending a wire material in a horseshoe shape; a closing side end handle part on the opposite side of the introduction part, and a holding part between the introduction part and the handle part. The holding part of the clip is so formed that it projects to the inside of the horseshoe structure. The introduction part is introduced into an object into which the clip is to be fitted from the opening end of the clip as to hold it. When the clip is rotated while pressing the holding part inlet of the clip against the object introduced onto the introduction part, the holding part inlet of the clip is opened. When the clip is further pressed into the object with the holding part inlet opened, the object is slipped onto the holding part of the clip. When the clip is rotated until an intersection is produced between the holding part and the handle part, the object is held by the holding part of the clip. COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供一种快速且容易地固定到棒状构件的夹子,并且一旦固定就难以出来。 解决方案:该夹子包括通过弯曲马蹄形的线材而形成的马蹄形结构的开口侧端部引入部分; 在导入部的相对侧的封闭侧端部手柄部,以及在导入部和手柄部之间的保持部。 夹子的保持部分形成为使其向马蹄形结构的内部突出。 引入部件被引入到夹子从夹子的开口端嵌入的物体中以将其保持。 当将夹子的夹持部分入口压靠在引入部件上的物体上旋转时,夹子的保持部分入口打开。 当夹子进一步压入到物体中并且保持部分入口打开时,物体被滑动到夹子的保持部分上。 当夹子旋转直到在保持部和手柄部之间产生交叉点时,被夹持件的保持部分保持物体。 版权所有(C)2008,JPO&INPIT
    • 7. 发明专利
    • Retaining wall
    • 挡土墙
    • JP2008075389A
    • 2008-04-03
    • JP2006257616
    • 2006-09-22
    • Tokyo Printing Ink Mfg Co Ltd東京インキ株式会社
    • SHIMADA MASARUAMAMIYA SEIJIHARADA MICHIYUKI
    • E02D29/02E02D3/00E02D17/20
    • PROBLEM TO BE SOLVED: To provide a method for constructing a retaining wall having the high wall height, having high stability, and using a honeycomb-shaped three-dimensional reinforcing material; and a method for constructing the retaining wall of a steep slope using the honeycomb-shaped three-dimensional reinforcing material.
      SOLUTION: This retaining wall is constructed by horizontally layering a plurality of layers of honeycomb structures filled with sediment/crushed stone on the honeycomb-shaped three-dimensional reinforcing material of forming a plate-like or net-like high polymer material as a honeycomb structure. A retaining wall construction method is characterized by integrating the respective layers by driving a pile from an upper opening of a cell constituting the honeycomb structure, and is characterized in that its pile bites in the natural ground longer than a vertical distance up to the natural ground from a pile driving position.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供一种用于构造具有高壁高度,高稳定性和使用蜂窝状三维增强材料的挡墙的方法; 以及使用蜂窝状三维增强材料构造陡坡的挡土墙的方法。 解决方案:该挡土墙通过在形成板状或网状高分子材料的蜂窝状三维增强材料上水平分层填充沉积物/碎石的多层蜂窝结构体构成,如 蜂窝结构。 挡土墙施工方法的特征在于,通过从构成蜂窝结构体的孔的上部开口驱动桩来整合各层,其特征在于,其自然地面中的桩咬合比直到自然地面的垂直距离长 从打桩位置。 版权所有(C)2008,JPO&INPIT