公开(公告)号：JP2005048469A

公开(公告)日：2005-02-24

申请号：JP2003281760

申请日：2003-07-29

Applicant: Nissei Techno Plan:Kk ,  株式会社日西テクノプラン

Inventor： SEZAKI SHIGERU

IPC: E02D5/80

Abstract: PROBLEM TO BE SOLVED: To provide an anchor support in the ground anchor construction method securely realizing anchorage of the anchor body into an anchor hole. SOLUTION: The anchor support is constituted of an anchorage body 7 positioning an anchor body 3 formed of a grout injected in an anchor hole 2 formed from an unstable ground settled in an anchorage objection ground to the anchorage objection ground and the anchor support body 1 connecting the anchor body 3 formed of the grout injected in the anchor hole 2 and the ground surface of the inlet side of the anchor hole 2 in the anchor body 3 and a connection body 4 drawing the anchorage body 7 to the inlet side of the anchor hole 2. The anchorage body 7 is constituted by axially superposing a plurality of wedge-shaped diametrically widened bodies 13 facing the ground surface, after formation of the anchor body 3, by moving the anchor body to the inlet side of the anchor hole 2, the anchor body 3 is widened so as to be pressed into the anchor hole 2 and the anchor body 3 is anchored in the anchor hole 2. COPYRIGHT: (C)2005,JPO&NCIPI

Abstract translation: 要解决的问题：在地锚施工方法中提供锚固支撑，可靠地实现锚固体锚固在锚孔中。 解决方案：锚固支撑体由锚固体7构成，锚固体7定位由注入锚固孔2中的浆料形成的锚固体3，锚定孔2由沉积在锚固物反对地面中的不稳定地面形成为锚固物反对地面，锚固支撑体 连接锚固体3中形成的锚固体3和锚固体3中的锚定孔2的入口侧的接地面的连接体1和将锚固体7拉伸到锚固体3的入口侧的连接体4 锚定孔2.锚固体7通过将锚固体移动到锚定孔的入口侧而在形成锚固体3之后轴向重叠面向地面的多个楔形直径加宽体13构成 如图2所示，锚固体3被加宽以被压入锚孔2中，并且锚固体3锚固在锚孔2中。（C）2005年，JPO和NCIPI

公开(公告)号：JP2009229163A

公开(公告)日：2009-10-08

申请号：JP2008072985

申请日：2008-03-21

Applicant: Cosmo Kensetsu Consultant:Kk ,  Hokuyo Giken Kk ,  Nihonkai Gijutsu Consultants:Kk ,  Nissei Techno Plan:Kk ,  北陽技建株式会社 ,  株式会社コスモ建設コンサルタント ,  株式会社日本海技術コンサルタンツ ,  株式会社日西テクノプラン

Inventor： SEZAKI SHIGERU

IPC: G01N3/08 ,  E02D5/80

Abstract: PROBLEM TO BE SOLVED: To provide a method and an instrument for testing the load capacity of a ground anchor for being easily assembled and of forming the compact instrument.
SOLUTION: The instrument for testing the load capacity of the ground anchor 3 including an engaging member 2 engaging the side of the anchor head 3b of the ground anchor 3, which is exposed from the surface of the ground, and a force application means 12 for applying a force to the engaging member 2, performs the load capacity test of the ground anchor 3 by applying the force from the force application means 12 to the engaging member 2 so that a load in the pull out direction acts on the ground anchor 3, wherein the engaging member 2 is a hook for freely engaging or disengaging the side of the anchor head 3b, and an amplifying mechanism is provided for amplifying and transmitting the force from the force application means 12 to the engaging member 2.
COPYRIGHT: (C)2010,JPO&INPIT

Abstract translation: 要解决的问题：提供一种用于测试地锚的承载能力以方便组装并形成紧凑型仪器的方法和仪器。 解决方案：用于测试接地锚固件3的承载能力的仪器，其包括接合构件2，接合构件2接合地面锚固体3的锚定头3b的侧面，其从地面暴露出来，并且施加力 用于向接合构件2施加力的装置12，通过施加来自施力装置12的力到接合构件2来执行地面锚固件3的载荷能力试验，使得拉出方向上的载荷作用在地面上 锚固件3，其中接合构件2是用于自由地接合或脱离锚头3b的侧面的钩，并且设置放大机构，用于放大并将力从力施加装置12传递到接合构件2.

版权所有：（C）2010，JPO＆INPIT

公开(公告)号：JP4020316B2

公开(公告)日：2007-12-12

申请号：JP2003281760

申请日：2003-07-29

Applicant: 株式会社日西テクノプラン

Inventor： 茂 瀬崎

IPC: E02D5/80

公开(公告)号：JP2005113424A

公开(公告)日：2005-04-28

申请号：JP2003346158

申请日：2003-10-03

Applicant: Nissei Techno Plan:Kk ,  株式会社日西テクノプラン

Inventor： SEZAKI SHIGERU

IPC: E01F7/04

Abstract: PROBLEM TO BE SOLVED: To provide a debris fall preventing method which is carried out by using a debris fall preventive net easily formed of ring elements, for covering surfaces of stones, such that the entire body of the debris fall preventive net covers a plurality of stones forming an aggregate in a manner adhering to the stones, to thereby enhance the rolling inhibiting force of the stones, and to provide the debris fall preventive net per se.
SOLUTION: The debris fall preventing method is carried out by using the debris fall preventive net 2 for covering stones, which is formed of the plurality of elements 1 each obtained by annularly connecting both ends of a wire rope 4 together by means of a disengageable end connector 3, and then intersecting the elements each other. Specifically the method is implemented by anchoring the elements 1 of the debris fall preventive net 2 to the stones to prevent rolling of the same. The debris fall preventive net 2 is formed by mutually intersecting the elements 1 which are each obtained by annularly connecting both the ends of the wire rope 4 in a disengageable manner by means of the end connector 3.
COPYRIGHT: (C)2005,JPO&NCIPI

Abstract translation: 要解决的问题：提供一种通过使用容易由环形元件形成的碎屑防止网，用于覆盖石头的表面而进行的防碎屑防止方法，使得整个碎屑落下的防护网罩 多个石头以粘结于石块的方式形成骨料，从而提高石块的滚动抑制力，并提供碎屑防止网本身。 解决方案：通过使用由多个元件1构成的覆盖石块的碎屑防止网2来进行碎屑落下防止方法，每个元件1通过将钢丝绳绳索4的两端环绕在一起，通过 可分离的端部连接器3，然后与元件彼此相交。 具体地，该方法通过将碎屑防止网2的元件1锚定在石块上来实现，以防止其滚动。 碎屑防止网2通过相互交叉的元件1形成，元件1通过借助于端部连接器3以可分离的方式环形连接钢丝绳4的两端而获得。3.版权所有（C）2005 ，JPO＆NCIPI