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1. 发明专利

JP2001234684A SLOPE FACE BORING MACHINE 失效
公开(公告)号：JP2001234684A
公开(公告)日：2001-08-31
申请号：JP2000044952
申请日：2000-02-22
申请人： SHIMIZU CONSTRUCTION CO LTD , SANSHIN CORP , TOKO CORP , NITTOC CONSTRUCTION , JAPAN FOUND ENG , HIROSE & CO LTD , RAITO KOGYO KK , FURUKAWA CO LTD
发明人： OGATA KENJI , TAYAMA SATOSHI , SATO AKIO , OBARA YOSHIYUKI , OSAWA KAZUMI , YONEMURA AKIRA , SOTOZAKI WATARU , OBARA HIDEO , YOKOZAWA KOJI , KIMURA YOSHIFUMI , KANEKO TSUTOMU
IPC分类号： E21B7/02 , E21B7/04
摘要： PROBLEM TO BE SOLVED: To bore holes over the whole range of a slope face from one end to the other end without changing the direction of a slope face boring machine itself on a narrow bench. SOLUTION: A rotatable base frame 4 is provided on a crawler carriage 2, a boom 5 of a large rising angle range is provided on the base frame 4, a front end part of a guide mounting 26 is connected to a tip part of the boom 5 through a tilt body 18 and a swing body 21, and a guide shell 30 is supported on the guide mounting 26 to be capable of sliding forward and backward.

2. 发明专利

JP2001234683A BORING MACHINE FOR CUT SOIL REINFORCEMENT SOIL CONSTRUCTION 失效
公开(公告)号：JP2001234683A
公开(公告)日：2001-08-31
申请号：JP2000044951
申请日：2000-02-22
申请人： SHIMIZU CONSTRUCTION CO LTD , SANSHIN CORP , TOKO CORP , NITTOC CONSTRUCTION , JAPAN FOUND ENG , HIROSE & CO LTD , RAITO KOGYO KK , FURUKAWA CO LTD
发明人： OGATA KENJI , TAYAMA SATOSHI , SATO AKIO , OBARA YOSHIYUKI , OSAWA KAZUMI , YONEMURA AKIRA , SOTOZAKI WATARU , OBARA HIDEO , YOKOZAWA KOJI , KIMURA YOSHIFUMI , KANEKO TSUTOMU
IPC分类号： E21B7/02 , E21B15/00 , E21B19/08
摘要： PROBLEM TO BE SOLVED: To provide a boring machine for cut soil reinforcement soil construction usable as a skid base mount type in a narrow and high place, and as a crawler mount type where a large-width work place is secured. SOLUTION: A base frame 4 which can be connected to a skid base is detachably connected to a carriage frame 3 of a crawler carriage, and a boring device 5 is mounted on the base frame 4. On a rotary body 8 as a connection part between the carriage frame 3 and the base frame 4, a positioning rib for adjusting a center position, and a positioning pin for adjusting a rotation direction position are provided.

3. 发明专利

JP2000303480A GROUND REINFORCING METHOD 失效
公开(公告)号：JP2000303480A
公开(公告)日：2000-10-31
申请号：JP11423999
申请日：1999-04-21
申请人： RAITO KOGYO KK , SHIMIZU CONSTRUCTION CO LTD , HIROSE & CO LTD , SANSHIN CORP , TOKO CORP , NITTOC CONSTRUCTION , JAPAN FOUND ENG
发明人： OGATA KENJI , TAYAMA SATOSHI , NAGAYOSHI TETSUYA , MUSASHI SHIGEAKI , MIYATA KAZU , YOKOZAWA KOJI , OSAWA KAZUMI , YONEMURA AKIRA , YANAGISAWA MASAKI , OBARA HIDEO
IPC分类号： E02D5/80 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To prevent collapse of a drilled hole wall by advancing a drill rod to form a drilled hole while discharging a curable filler and compressed air from the front end of a drill rod and filling the curable filler into the drilled hole and charging a reinforcing material. SOLUTION: A curable filler 9 and compressed air A are supplied to a drill to advance a drill rod 6a and form a drilled hole while jetting out the filler 9 and the compressed air A from the front end of the rotating drill rod 6a. After the drilled hole 7 is formed to a specified depth, the drill rod is drawn out while the discharging the filler 9 from the front end of the drill rod 6a. Then, a reinforcing material 1 is charged in the drilled hole 7 and a bearing plate and a nut are fitted to the basal part of the reinforcing material 1 and fastened to anchor the reinforcing material 1 on a slope face. In this way, since a drilled hole is formed while jetting out the filler 9 and the compressed air A, the filler 9 can be naturally and securely sprayed on the entire drilled hole wall to prevent collapse of the drilled hole wall.

4. 发明专利

JP2009024440A Construction method for regenerating decrepit mortar-sprayed slope, reinforced structure, and construction method for stabilizing slope 有权
标题翻译：用于再生斜坡喷砂斜坡的施工方法，强化结构和稳定坡度的施工方法
公开(公告)号：JP2009024440A
公开(公告)日：2009-02-05
申请号：JP2007190561
申请日：2007-07-23
申请人： Toko Corp , 東興建設株式会社
发明人： YONEMURA AKIRA , HIROTA YOSHIJI
IPC分类号： E02D17/20 , E02D29/02
摘要： PROBLEM TO BE SOLVED: To minimize industrial waste, reduce construction cost, minimize road traffic regulation, and sufficiently secure the stabilization of a slope in a construction method for regenerating a decrepit mortar-sprayed slope.
SOLUTION: This construction method for regenerating a decrepit mortar-sprayed slope comprises: a step of removing the mortar in one or more zones including the lowermost end as a part of the mortar-sprayed slope 1 or one or more zones positioned at the intermediate height thereof; and a step of constructing a water permeable concrete reinforced body 10 by spraying a water permeable concrete 11 on the zone from which the mortar is removed. In the step of constructing the water permeable concrete reinforced body, first reinforcements 12a, 12b are disposed in the water permeable concrete reinforced body, and a second reinforcement 13 joined to the first reinforcement and inserted into the natural ground 2 is disposed to fix the water permeable concrete reinforced body to the natural ground.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了尽量减少工业废物，降低施工成本，最大限度地减少道路交通管制，并充分确保施工方法中的坡度稳定，以再生一个破旧的砂浆喷洒斜坡。解决方案：用于再生破碎的灰浆喷洒斜坡的施工方法包括：将包括最下端的一个或多个区域中的砂浆作为灰浆喷洒斜坡1的一部分或一个或多个位于其中间高度; 以及通过将水可渗透的混凝土11喷射在除去砂浆的区域上来构造透水性混凝土增强体10的步骤。在构成透水性混凝土加强体的工序中，将第一加强件12a，12b设置在透水性混凝土增强体中，并且配置与第一加强件接合并插入到自然地2中的第二加强件13，以将水可渗透混凝土加固体到自然地面。版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2003055976A Separable bearing plate 审中-公开
标题翻译：可分离轴承板
公开(公告)号：JP2003055976A
公开(公告)日：2003-02-26
申请号：JP2001246356
申请日：2001-08-15
申请人： Nippon Kokan Light Steel Kk , Nkk Corp , Toko Corp , 日本鋼管ライトスチール株式会社 , 日本鋼管株式会社 , 東興建設株式会社
发明人： YONEMURA AKIRA , SATOMURA MUNETOSHI , TAKIO JUNICHI , TOIDA HIROSHI
IPC分类号： E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a unified bearing plate by manufacturing two or more linear separable bearing plates and assembling them crosswise in a setting field.
SOLUTION: This separable bearing plate comprises a lower short beam 3 consisting of the integrated body of a lower tensile plate member 15 having a lower tensile plate member hole 17 in the center, and a leg bottom plate 6 mounted with a box-shaped leg part 5; an upper short beam 4 consisting of the integrated body of an upper tensile plate member 16 arranged to be located on the upper part of the lower tensile plate member 15, and a leg bottom plate 6 mounted on the opposite side of a spacer 10 fixed to the upper tensile member 16 and having a box-shaped leg part 5 placed thereon; a long beam 2 consisting of the integrated body of an upper bottom plate 12, a lower bottom plate 11, and leg bottom plates 6 arranged linearly on both sides across them and having box-shaped leg parts 5, which are mounted with spacers 10 on the central side, placed thereon; and a ball seat 8.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：通过制造两个或更多个线性可分离轴承板并在设定区域中横向组装来提供统一的轴承板。解决方案：该可分离轴承板包括下部短梁3，下部短梁3由下部拉伸板构件15的一体构成，下部拉伸板构件15的中心具有下部拉伸板构件孔17，以及腿部底板6，其安装有箱形腿部 5; 上部短梁4由布置成位于下部拉伸板构件15的上部的上部拉伸板构件16的一体构成，以及腿部底板6，其安装在固定到上张力构件16并且具有放置在其上的盒形腿部5; 由上部底板12，下部底板11和腿部底板6的一体构成的长梁2，其两侧分别直线布置，并且具有盒形腿部5，其中安装有间隔件10 中央侧，放置在其上; 和球座8。

6. 发明专利

JP2000038722A SEPARATED TYPE BEARING PRESSURE PLATE 失效
公开(公告)号：JP2000038722A
公开(公告)日：2000-02-08
申请号：JP21992698
申请日：1998-07-21
申请人： TOKO CORP , NIPPON KOKAN KK , NIPPON KOKAN LIGHT STEEL KK
发明人： MATSUSHIMA GOROE , YONEMURA AKIRA , TAKIO JUNICHI , IZUMO HIDEJI , KOMA NORIHIKO
IPC分类号： E02D5/74 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To reduce construction cost and a construction period by increasing setting intervals of bearing pressure plates as much as possible and decreasing the number of earth anchors by an anchor engineering method to restrain landslide by fastening the bearing pressure plates on the earth anchors driven underground. SOLUTION: Separative materials 5, 7 having a linear shape separating a cross bearing pressure plate 1 into two are positioned so as to be vertically fitted on each other as an upward recessed part 13 is formed on the lower separative material 5 on the lower side and a downward recessed part 15 is formed on the upper separative material 7 on the upper side. Additionally, the upward recessed part 13 is formed deeper than the downward recessed part 15, and it is possible to restrain lowering of strength of the upper separative material 7 by formation of the shallow downward recessed part 15. Furthermore, it is possible to restrain lowering of strength of the lower separative material 5 on which the deep upward recessed part 13 is formed as a central part of the upper separative material to be fitted in this upward recessed part has structure having strength endurable against compressive force.

7. 发明专利

JP2002275903A SEPARATION TYPE BEARING PLATE 失效
公开(公告)号：JP2002275903A
公开(公告)日：2002-09-25
申请号：JP2001071750
申请日：2001-03-14
申请人： TOKO CORP , NIPPON KOKAN KK , NIPPON KOKAN LIGHT STEEL KK
发明人： YONEMURA AKIRA , SATOMURA MUNETOSHI , TAKIO JUNICHI , TOIDA HIROSHI
IPC分类号： E02D17/20
摘要： PROBLEM TO BE SOLVED: To manufacture the two linear separation type bearing plates, to crosswise assemble the bearing plates at an installation site and to obtain the bearing plate unified by filling the central panel-point section space of the assembled separation type bearing plates with compression reinforcing fillers such as concrete. SOLUTION: The bearing plate is composed of the following members. The bearing plate consists of a lower-beam panel-point section bottom plate having a lower beam hole at a central section, a lower beam 3 to which leg-section bottom plates 9, which are arranged linearly on both sides of the lower-beam panel-point section bottom plate, holding the bottom plate and on which box-shaped leg sections 7 in which diaphragms 11 are installed at central sides are placed, are formed integrally, an upper-beam panel-point section bottom plate 14 in which a hollow cylindrical member 17 is arranged at a central section, an upper beam 5 to which leg-section bottom plates 9, which are arranged linearly on both sides of the bottom plate 14, holding the bottom plate 14 and on which box-shaped leg sections 7 in which the diaphragms 11 are mounted on the central sides are placed, are formed integrally, a central panel- point section 12, the compression reinforcing fillers and a cover member 19 on which an earth anchor is fixed.

8. 发明专利

JP2002047650A SET ANCHOR BODY AND EXECUTING METHOD THEREFOR 失效
公开(公告)号：JP2002047650A
公开(公告)日：2002-02-15
申请号：JP2000233531
申请日：2000-08-01
申请人： TOKO CORP
发明人： YONEMURA AKIRA , SATOMURA MUNETOSHI
IPC分类号： E02D5/80
摘要： PROBLEM TO BE SOLVED: To provide an anchor used for fixing a prevention net for rock fall used for sediment ground and having large resistance force for load and excellent durability. SOLUTION: The set anchor body 50 installed as the anchor for fixing the prevention net for rock fall to the ground 100 such as a sloping surface has a plurality of steel rods 20 inserted into each of a plurality of holes 10 provided in a row on the ground 100 and a head fixing tool 30 provided with a plurality of steel rod through holes for penetrating the head part of each steel rod 20 and installed within the excavated hole. In a gap of each steel rod 20 and the ground 100 and a gap of the head part fixing tool and the ground 100, grout is filled. When the head part fixing tool is hollow, grout is filled in also the fixing tool.

9. 发明专利

JPH11158870A BEARING PLATE HAVING SPHERICAL SEAT 失效
公开(公告)号：JPH11158870A
公开(公告)日：1999-06-15
申请号：JP33950197
申请日：1997-11-26
申请人： TOKO CORP , NIPPON KOKAN KK , NIPPON KOKAN LIGHT STEEL KK
发明人： MATSUSHIMA GOROE , YONEMURA AKIRA , TAKIO JUNICHI , IZUMO HIDEJI , KOMA NORIHIKO
IPC分类号： E02D5/74 , E02D5/80 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide an inexpensive, lightweight bearing plate which can match various embedded angles of an earth anchor and easily fix the earth anchor in place. SOLUTION: A bearing plate comprises a core 101 having a hole 104 through which an earth anchor is passed from its lower surface to its upper surface and four arms 102 placed on the side faces of the core 101. A projecting spherical seat 103 is integrally molded on the upper surface of the core 101, and a rotor that fits over the projecting spherical seat 103 is placed on the projecting spherical seat 103. The earth anchor is secured to the rotor by means of the hole 104 via the core 101 and the projecting spherical seat 103. Thereby the earth anchor can be prevented from curving when secured. The bearing plate that is lighter in weight than bearing plates of the prior art can be provided by manufacturing the bearing plate not from concrete but from cast iron or steel.

10. 发明专利

JP2005273166A Natural ground reinforcement method and natural ground reinforcement structure 有权
标题翻译：自然地基加固方法和自然地基加固结构
公开(公告)号：JP2005273166A
公开(公告)日：2005-10-06
申请号：JP2004084163
申请日：2004-03-23
申请人： Toko Corp , 東興建設株式会社
发明人： YONEMURA AKIRA
IPC分类号： E02D17/20
摘要： PROBLEM TO BE SOLVED: To reinforce natural ground while maintaining the function of preventing rainwater from permeating the natural ground with a mortar-sprayed slope and the natural ground from being weathered, and to promote the greening of the slope through the use of plants while imparting the function of supplying water to the plants, in the renewal of the aged mortar-sprayed slope.
SOLUTION: In this natural ground reinforcement method for reinforcing the natural ground 2 of the slope 3 which is covered with a spraying base material layer 4, a hole 5 is drilled in such a manner as to be obliquely provided in the downward of the natural ground 2 from the slope 3; a hollow tensile material 6, whose leading end is closed and whose base end is opened, is inserted into the hole 5; after that, the tensile material 6 is integrated with the natural ground 2 by using a solidification material; a greening base (greening base layer 7) is provided on the slope 3 so that the plants can be planted; and moisture such as the rainwater is retained in a hollow part 6a of the tensile material 6 via a base end opening 8 of the tensile material 6, so as to be used for the growth of the plants.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了加强自然地面，同时保持防止雨水渗透自然地面的功能，用灰泥喷洒的斜坡和天然地面风化，并通过使用以下方式促进斜坡的绿化植物同时赋予植物供水功能，在更新老化的喷砂斜坡。解决方案：在用于加强被喷涂基材层4覆盖的斜面3的自然地面2的这种自然地面加固方法中，以向下倾斜设置孔5的方式钻出孔5，自然地面2从斜坡3; 中空拉伸材料6的前端被封闭并且其基端打开，插入孔5中; 之后，拉伸材料6通过使用凝固材料与天然地面2一体化; 在坡道3上设置绿化基座（绿化基底层7），以便种植植物; 并且诸如雨水的水分经由拉伸材料6的基端开口8被保持在拉伸材料6的中空部分6a中，以便用于植物的生长。版权所有（C）2006，JPO＆NCIPI

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