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1. 发明专利

AU655824B2 Concrete sensor 未知
公开(公告)号：AU655824B2
公开(公告)日：1995-01-12
申请号：AU1811692
申请日：1992-06-09
申请人： ASANUMA CORP , UNIVERSAL SYSTEM CONTROL INC
发明人： MORIGUCHI GORO
IPC分类号： G01N27/06 , G01N33/38

2. 发明专利

AU1811692A CONCRETE SENSOR 未知
公开(公告)号：AU1811692A
公开(公告)日：1993-12-16
申请号：AU1811692
申请日：1992-06-09
申请人： ASANUMA CORP , UNIVERSAL SYSTEM CONTROL INC
发明人： MORIGUCHI GORO
IPC分类号： G01N27/06 , G01N33/38

3. 发明专利

JP2015055079A アンカーフレーム及びこれを用いたアンカー構造体の構築方法审中-公开
标题翻译：锚固框架和使用锚固框架构造锚固结构的方法
公开(公告)号：JP2015055079A
公开(公告)日：2015-03-23
申请号：JP2013188352
申请日：2013-09-11
申请人：株式会社淺沼組 , Asanuma Corp
发明人： YAMASHITA TETSUKAZU , TAWARA MASAHIRO
IPC分类号： E02D27/00 , E04B1/41
摘要：【課題】過密配筋設計となる基礎配筋に対して、より施工性よく、アンカー構造体を構築できる技術を提供する。【解決手段】矩形枠状のフレーム本体にアンカーボルトの下端部を上下に挿通保持する装着孔を複数設けると共に、前記フレーム本体に下方に向かって少なくとも4本の脚部を設けた架台と、上面に前記脚部を差し込む受け部が突設され、捨てコンクリートの所定位置に固定するテンプレートとを備える。さらに、アンカーボルトの上端部に着脱可能に装着して、架台間で複数本のアンカーボルトを平行に保持する天端プレートを備えることもある。【選択図】図1
摘要翻译：要解决的问题：提供一种技术，其能够将锚结构构造到基础布置结构上，从而以赋予良好可操作性的方式产生过度拥挤的杆布置设计。解决方案：锚架包括：托架，其中多个配件用于垂直插入固定螺栓的下端的孔设置在具有矩形框架形状的框架体中，并且其中至少四个腿在框体中向下设置; 并且在其顶面上突出设置有用于插入腿部的接收部件并将其固定到平整混凝土上的规定位置的模板。此外，锚固框架还可以包括冠部板，其可拆卸地附接到锚定螺栓的上端，并且在冠状板和支架之间平行地保持多个锚定螺栓。

4. 发明专利

JP2007231573A Reinforced concrete wall with crack inducing joint 有权
标题翻译：加强混凝土墙与裂缝诱导接头
公开(公告)号：JP2007231573A
公开(公告)日：2007-09-13
申请号：JP2006053176
申请日：2006-02-28
申请人： Asanuma Corp , 株式会社淺沼組
发明人： MATSUI AKIO , YAMAZAKI JUNJI , SATO HISATAKA
IPC分类号： E04B2/84 , E04B1/62
摘要： PROBLEM TO BE SOLVED: To disclose a bearing wall for improving even the strength of a wall body by its structure, while adopting the structure for inducing a crack in a joint.
SOLUTION: A cross-sectional chipped vertical reinforcement having a diameter thicker than vertical-horizontal reinforcements, is arranged in a central part of the wall surface thickness, and a crack inducing joint is arranged on a wall surface of at least one surface side corresponding to this cross-sectional chipped vertical reinforcement. A bar arrangement position of the cross-sectional chipped vertical reinforcement and a joint position are arranged in response to a vertical reinforcement position of a pair of vertical-horizontal reinforcements. The cross-sectional chipped vertical reinforcement is bridged between horizontal reinforcements of the pair of vertical-horizontal reinforcements, and is held by a holder of arranging a circular arc-shaped recessed part for holding the cross-sectional chipped vertical reinforcement in the center.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：在采用用于在接头中引起裂纹的结构的同时，通过其结构公开用于提高壁体的强度的轴承壁。解决方案：具有比垂直 - 水平加强件更厚的直径的截面切屑垂直加强件布置在壁表面厚度的中心部分中，并且裂纹引入接头被布置在至少一个表面的壁表面上侧面对应于这个横截面的垂直加筋。横截面切片纵向加强件的杆布置位置和接合位置是响应于一对垂直 - 水平加强件的垂直加强位置而布置的。横截面的垂直加强筋横跨在一对垂直 - 水平加强件的水平加强件之间，并且由保持器保持，该保持器布置有圆形弧形凹部，用于将截面切片的垂直加强件保持在中心。版权所有（C）2007，JPO＆INPIT

5. 发明专利

JP2006161479A Bar arrangement structure of connection between pillar and beam 审中-公开
标题翻译：柱梁与梁之间的连杆结构布置
公开(公告)号：JP2006161479A
公开(公告)日：2006-06-22
申请号：JP2004356936
申请日：2004-12-09
申请人： Asanuma Corp , 株式会社淺沼組
发明人： INOUE SHIGENOBU , NAKAZAWA TOSHIKI , UCHII EIJI , SATO HISATAKA
IPC分类号： E04B1/30 , E04B1/18 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a bar arrangement structure which has high workability, which can realize cost reduction and the stabilization of quality without considerably decreasing structure bearing capacity at the connection between a pillar and a beam made of SRC or the like.
SOLUTION: The bar arrangement structure is constituted by the constraint bars which are made by combining L-shaped/U-shaped or G-shaped reinforcing bars so that the constraint bars surround a main pillar bar at the connection between the pillar made of SRC and the beam made of S or SRC. Then the tip of at least one reinforcing bar to be combined is bent, and the bar arrangement is performed so that the bent tip is butted against a beam web. Then the bending angle of the tip of the reinforcing bar is set at 45 to 90°. Furthermore, the tip of the reinforcing bar is bent toward the inside of the pillar, and the tips of all of the reinforcing bars comprising the constraint bars are bent. Then the bent tips are symmetrically butted against each other by sandwiching the beam web, and the bar arrangement structure is constituted by the combination with the constraint bars which are arranged by passing the tips of the constraint bars through the beam web. The tips passing through the beam web are made to overlap the bent tips.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种具有高加工性的棒布置结构，其可以实现成本降低和质量稳定性，而不会显着降低由SRC等制成的柱和梁之间的连接处的结构承载能力。
解决方案：杆装置结构由约束条构成，这些限制杆是通过组合L形/ U形或G形钢筋制成的，使得限制杆围绕柱柱之间的连接处的主柱杆的SRC和由S或SRC制成的梁。然后将要组合的至少一个钢筋的尖端弯曲，并且执行杆装置，使得弯曲的尖端抵靠梁腹板。然后将钢筋的前端的弯曲角设定为45°〜90°。此外，钢筋的顶端朝向柱的内侧弯曲，并且包括约束条的所有钢筋的末端弯曲。然后，弯曲的尖端通过夹住梁腹板而彼此对称地对接，并且杆布置结构由与约束条的组合构成，所述约束条通过使约束条的尖端通过梁腹板而布置。使通过梁腹板的尖端与弯曲的尖端重叠。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2004162350A Underground pit using soil-cement column-row wall, and core material for soil-cement column-row wall 有权
公开(公告)号：JP2004162350A
公开(公告)日：2004-06-10
申请号：JP2002328750
申请日：2002-11-12
申请人： Asanuma Corp , Jfe Engineering Kk , Jfeエンジニアリング株式会社 , 株式会社淺沼組
发明人： YOSHIDA KATSUTOSHI , IIDA YASUHIKO , HAGIWARA YUKIO , UCHII EIJI
IPC分类号： E02D29/045 , E02D5/20 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide an underground pit formed of a post-cast concrete wall of firm structure with approximately uniform thickness on the whole surface with easy construction, and a suitable core material for a soil-cement column-row wall.
SOLUTION: The underground pit is formed of the post-cast concrete wall 5 of approximately uniform thickness jointed to the core material 2 of the soil-cement column-row wall 10 by a sharing connector 4, and a bottom part concrete slab 7 jointed to the post-cast concrete wall 5. A reinforcement 6 or a beam member 8 jointed to the core material 2 is disposed inside the bottom part concrete slab 7. Further, a through hole or a joint member for jointing the reinforcement or beam member disposed inside the bottom part concrete slab is installed beforehand in the core material before erected at a soil-cement column.
COPYRIGHT: (C)2004,JPO

7. 发明专利

JP2002114641A WATER-BASED MANICURE PREPARATION 失效
公开(公告)号：JP2002114641A
公开(公告)日：2002-04-16
申请号：JP2000309136
申请日：2000-10-10
申请人： ASANUMA CORP
发明人： OHARA KAZUYUKI , ISHII YASUSHI , UCHIDA MAKI
IPC分类号： A61K8/00 , A61Q3/02 , C08J3/03 , C08J3/075 , A61K7/043
摘要： PROBLEM TO BE SOLVED: To prepare a water-based manicure preparation high in pigment dispersion stability, gloss and color development and also causing no deterioration of the physical properties of the coating film therefrom such as water resistance. SOLUTION: This water-based manicure preparation is obtained by the following steps: first, a pigment dispersion with high pigment dispersibility is easily and surely prepared by wet-grinding a pigment together with a water-soluble polymeric dispersant and water to effect dispersion, and the pigment dispersion thus prepared is then formulated as a colorant in an aqueous polymer emulsion as a film-forming agent and in a water-soluble polymer.

8. 发明专利

JP2002114639A WATER-BASED MANICURE PREPARATION WITH HIGH PIGMENT ADMIXTURE STABILITY 失效
公开(公告)号：JP2002114639A
公开(公告)日：2002-04-16
申请号：JP2000309137
申请日：2000-10-10
申请人： ASANUMA CORP
发明人： OHARA KAZUYUKI , ISHII YASUSHI , UCHIDA MAKI
IPC分类号： A61K8/00 , A61K8/29 , A61Q3/02 , A61K7/043
摘要： PROBLEM TO BE SOLVED: To prepare a water-based manicure preparation causing no pigment precipitation with time, thus excellent in pigment admixture stability. SOLUTION: This manicure preparation is obtained by incorporating a water- based manicure preparation with anatase-type titanium oxide as while pigment. The manicure preparation thus obtained has such high pigment admixture stability as to cause neither color unevenness due to the titanium oxide nor titanium oxide precipitation.

9. 发明专利

JP2000274085A STRUCTURE AND METHOD FOR REINFORCING CONSTRUCTION 失效
公开(公告)号：JP2000274085A
公开(公告)日：2000-10-03
申请号：JP7708699
申请日：1999-03-23
申请人： TEKKEN CONSTR CO , ASANUMA CORP
发明人： ICHIKAWA MASAKAZU , ISHIWATARI YASUHIRO , FURUKAWA ATSUSHI , FUKUMOTO NOBORU , NAKAZAWA TOSHIKI , HAGIWARA YUKIO
IPC分类号： E04C5/07 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a construction reinforcing structure and method which comprises covering a support member, such as a column having a projecting wall or a slab-equipped beam, with a high-strength fiber sheet firmly spread over a wide area, and preventing the fiber sheet from being separated from fasteners in the event of large earthquakes to prevent shear breakdown of the support member and to increase the earthquake resistance of a construction while enhancing the appearance of the attached fasteners and safety, and reducing the size and weight of the fasteners and simplifying their arrangement, thus rationalizing reinforcing work of this kind and enhancing productivity. SOLUTION: Fasteners 5 are connected via bolts 10 to both sides of the base part of a wall 2 projecting from the peripheral surface of a support member 1. The fasteners 5 are engaged in a high-strength fiber sheet 3a covering the peripheral surface of the support member 1. The high-strength fiber sheet 3a covers the peripheral surface of the support member 1 and the peripheral surface of the base part of the wall 2. The high-strength fiber sheet 3a on the peripheral surface of the base part of the wall 2 is clamped and held by the fasteners 5 and the wall 2.

10. 发明专利

JPH11117273A BACK-FILLING METHOD FOR UNDERGROUND BURIED OBJECT AND DEVICE USED FOR IT 失效
公开(公告)号：JPH11117273A
公开(公告)日：1999-04-27
申请号：JP29172697
申请日：1997-10-07
申请人： ASANUMA CORP
发明人： ONUMA TADAYOSHI , SAKAI SHINTARO , YABE HIDEKAZU , SUGA KATSUHIKO , TANABE MASAYUKI
IPC分类号： E02B9/06 , E02F5/10 , F16L1/038
摘要： PROBLEM TO BE SOLVED: To easily conduct strength-guaranteed back-filling with good workability with a reduced soil quantity and to easily conduct back-filling again at a low cost by using a block covered with a lightweight and strong film material and provided with handholds. SOLUTION: A block 1 is formed with a lightweight and strong material, the whole is covered with a film material 2, and suspension sections 3 are sewn to three sides of the film material 2 to form handholds 4. Earth retaining sheet piles are driven into an excavated ditch at a back-filling site, and a cap is covered on the tip of an underground buried object such as a gas pipe or a city water pipe and is stabilized by a spacer. Large and small blocks 1 are properly combined and mounted according to the back-filling scale and shape, back-filling soil is inserted and compacted, then necessary pavement is applied. Since the lightweight device provided with the handholds 4 is used, the back- filling soil quantity is reduced, and strength-guaranteed back-filling can be conducted with good workability. When the ground is excavated again for back-filling, the blocks 1 are easily removed, and the cost can be reduced.

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