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1. 发明专利

JP2006008292A Suspension tool 有权
标题翻译：暂停工具
公开(公告)号：JP2006008292A
公开(公告)日：2006-01-12
申请号：JP2004185439
申请日：2004-06-23
申请人： Moriya Koki Kk , Nippon Concrete Ind Co Ltd , Nittoc Constr Co Ltd , Ohbayashi Corp , Sumitomo Denko Steel Wire Kk , 住友電工スチールワイヤー株式会社 , 守谷鋼機株式会社 , 日本コンクリート工業株式会社 , 日特建設株式会社 , 株式会社大林組
发明人： YAMAMOTO AKIRA , TORIIHARA MAKOTO , YAMADA HIROSHI , MIKAMI TAIJI , SATOU DAIGO , FUKAI MASAYOSHI , OKAYAMA MASARU
IPC分类号： B66C1/10 , B66C1/62 , E02D5/80 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To provide a suspension tool capable of matching an inclination and a direction of a suspended body with an inclination and a direction of a slope of a setting point easily and in high precision.
SOLUTION: This suspension tool is furnished with a mounting part 2 integrally mounted on the suspended body 10 and a suspending part 6 integrally provided on the mounting part 2 on which suspending holes 8 to mount a wire 17 are provided at a plurality of points with specified intervals between them. The suspended body 10 is inclined at an angle corresponding to the suspending hole 8 to use and held at the inclination by mounting the wire 17 in the specified suspending hole 8 of the suspending part 6, mounting this wire 17 on a hook 15 of a crane and suspending the suspended body 10 through the wire 17 by operating the crane.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够容易且高精度地将悬挂体的倾斜度和方向与倾斜度和倾斜度的方向一致的悬架工具。解决方案：该悬架工具具有一体地安装在悬挂体10上的安装部分2和一体地设置在安装部分2上的悬挂部分6，其上安装有线17的悬挂孔8，多个点之间指定间隔。悬挂体10以对应于悬挂孔8的角度倾斜以通过将线17安装在悬挂部6的指定的悬挂孔8中而以倾斜方式保持，将该线17安装在起重机的钩15上并通过操作起重机将悬挂体10悬挂在线17上。版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2006009318A Ground anchor 有权
标题翻译：地锚
公开(公告)号：JP2006009318A
公开(公告)日：2006-01-12
申请号：JP2004185438
申请日：2004-06-23
申请人： Moriya Koki Kk , Nippon Concrete Ind Co Ltd , Nittoc Constr Co Ltd , Ohbayashi Corp , Sumitomo Denko Steel Wire Kk , Taiyo Stainless Spring Co Ltd , 住友電工スチールワイヤー株式会社 , 大陽ステンレススプリング株式会社 , 守谷鋼機株式会社 , 日本コンクリート工業株式会社 , 日特建設株式会社 , 株式会社大林組
发明人： YAMAMOTO AKIRA , YAMADA YUKI , TORIIHARA MAKOTO , YAMADA HIROSHI , MIKAMI TAIJI , SATOU DAIGO , FUKAI MASAYOSHI , OKAYAMA MASARU , YOKOYAMA SHOJI
IPC分类号： E02D5/80
摘要： PROBLEM TO BE SOLVED: To prevent a function from deteriorating due to rust of a belleville spring, by preventing an end of the belleville spring from wearing out, without the use of oil.
SOLUTION: This ground anchor is equipped with: a tendon 2, one end of which is anchored to a ground 40 and the other end of which is exposed from a ground surface 43; an anchorage device 7 which is provided between the other end of the tendon 2 and the ground surface 43 so as to hold the tendon in a tensioned state; and the belleville spring 19 which is provided in the anchorage device 7 so as to transfer a tensile force of the tendon 2 to the side of the ground surface 43 and absorb a fluctuation in the tensile force of the tendon 2, caused by a displacement of the ground 40. Covers 27 and 34 for covering a part, coming into contact with the anchorage device 7, of the belleville spring 19 are provided between the anchorage device 7 and the belleville spring 19, so as to prevent the abrasion of the part, coming into contact with the anchorage device 7, of the belleville spring 19.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了防止由于贝氏弹簧的锈蚀而导致的功能不会因为不使用油而阻止百叶窗弹簧的端部磨损而变质。解决方案：该地锚配备有：腱2，其一端锚固到地面40，另一端从地面43露出; 锚固装置7设置在腱2的另一端与地面43之间，以将腱保持在张紧状态; 以及设置在锚固装置7中的腹板弹簧19，以将腱2的张力向地面43侧移动，并且吸收由于腱2的位移引起的腱2的张力的波动地面40.用于覆盖与挡板弹簧19的锚固装置7接触的部分的盖27和34设置在锚固装置7和百叶窗弹簧19之间，以防止部件的磨损，与贝氏弹簧19的锚固装置7接触。版权所有（C）2006，JPO＆NCIPI

3. 发明专利

JP2005325516A Earth retaining wall, its construction method and block for the earth retaining wall 审中-公开
标题翻译：地球保持墙，其地球保持墙的施工方法和块
公开(公告)号：JP2005325516A
公开(公告)日：2005-11-24
申请号：JP2004142015
申请日：2004-05-12
申请人： Nippon Concrete Ind Co Ltd , Nittoc Constr Co Ltd , 日本コンクリート工業株式会社 , 日特建設株式会社
发明人： KIKUCHI YOJI , OKAYAMA MASARU , YAMAGISHI KENJI
IPC分类号： E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide an earth retaining wall capable of being installed on a soldier pile without assembling a block and accordingly increasing construction efficiency as well as its construction method and its block and to provide the earth retaining wall facilitating the installation and pile of the block, having the high effect of permeability, sufficiently bearing up soil pressure and becoming familiar with the soldier pile and the block.
SOLUTION: In the block (1) installed around the erected soldier pile (3) and piled up to construct the earth retaining wall (2), a main body section (11) having a hole (12) wherein the soldier pile (3) is inserted and a flange section (13) extended in the longitudinal direction of the earth retaining walls (2) constructed on both sides of the main body section (11) are integrally constituted, and there is positioning unevenness in the flange section (13) in the case the block is piled up.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够安装在士兵桩上而不组装块体并因此提高施工效率的挡土墙及其施工方法及其块体，并提供便于安装的挡土墙具有高渗透性，充分承受土壤压力，熟悉士兵桩和块体的堆块。解决方案：在安装在竖立的士兵桩（3）周围并堆积以构造挡土墙（2）的块（1）中，具有孔（12）的主体部分（11），其中兵器桩（3），并且沿构造在主体部（11）的两侧的接地保持壁（2）的长度方向延伸的凸缘部（13）一体地构成，并且在凸缘部中存在定位不均匀（13）在块被堆积的情况下。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2006016900A Tunnel constructing segment 审中-公开
标题翻译：隧道建设部门
公开(公告)号：JP2006016900A
公开(公告)日：2006-01-19
申请号：JP2004197390
申请日：2004-07-02
申请人： Nippon Concrete Ind Co Ltd , 日本コンクリート工業株式会社
发明人： KURAKI SHIYUUJI , OKAYAMA MASARU , DAN AKIHIRO
IPC分类号： E21D11/04 , C04B14/48 , C04B16/06 , C04B28/02 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To restrain an explosive fracture phenomenon of cement caused by a tunnel fire, by preventing a crack of the segment, in the tunnel constructing segment.
SOLUTION: This invention is the tunnel constructing segment 1 mainly composed of highly fluid concrete for securing fluidity by adding a high performance AE water reducing agent. The segment 1 provides a tunnel constructing segment mixed with steel fiber SF for increasing strength and polypropylene fiber PP for enhancing fire resistant performance.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：在隧道施工段中，防止隧道火灾引起的水泥爆炸性破裂现象，防止断裂。解决方案：本发明是主要由高流体混凝土组成的隧道构造段1，通过添加高性能AE减水剂来确保流动性。段1提供了与钢纤维SF混合的隧道施工段，以提高强度，并提高聚丙烯纤维PP以增强耐火性能。版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2005273388A Concrete segment 有权
标题翻译：混凝土部分
公开(公告)号：JP2005273388A
公开(公告)日：2005-10-06
申请号：JP2004091568
申请日：2004-03-26
申请人： Ishikawajima Constr Materials Co Ltd , Kanazawa Inst Of Technology , Nippon Concrete Ind Co Ltd , Nitto Boseki Co Ltd , Pacific Consultants Co Ltd , パシフィックコンサルタンツ株式会社 , 学校法人金沢工業大学 , 日本コンクリート工業株式会社 , 日東紡績株式会社 , 石川島建材工業株式会社
发明人： KIMURA SADAO , OZEKI MUNETAKA , HASHIMOTO HIROHIDE , MATSUNAMI YASUYUKI , HOSHI HIDENORI , SAIKI KOUSHIROU , KURAKI SHIYUUJI , OKAYAMA MASARU , KURIHARA YOICHI , MIZUKAMI HIROYUKI
IPC分类号： E21D11/04 , E04C1/39 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a concrete segment which not only exhibits sufficient increase in strength, but also allows smooth filling of concrete thereto and contributes to suppression of cost increase.
SOLUTION: The concrete segment 2 has a reinforcing sheet 10 or a reinforcing mesh 11 embedded in a front surface or a corner portion thereof. The reinforcing sheet or the reinforcing mesh is made of reinforcing fibers such as basalt fibers, formed into a sheet.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种混凝土段，其不仅具有足够的强度增加，而且允许混凝土的平滑填充，并且有助于抑制成本增加。解决方案：混凝土段2具有嵌入其前表面或拐角部分中的加强层10或增强网11。增强片或增强网由形成为片材的增强纤维如玄武岩纤维制成。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2006001785A Method of producing concrete secondary product 审中-公开
标题翻译：生产混合二次产品的方法
公开(公告)号：JP2006001785A
公开(公告)日：2006-01-05
申请号：JP2004179576
申请日：2004-06-17
申请人： Nippon Concrete Ind Co Ltd , Sato Kogyo Co Ltd , Yokohama City , 佐藤工業株式会社 , 日本コンクリート工業株式会社 , 横浜市
发明人： UNO YOSHIKI , HIRONAKA YOSHIAKI , YOSHINARI TOSHIO , YAGO TAKAHIRO , WAKIMOTO AKIRA , NISHIYAMA HIROSHI , KURAKI SHIYUUJI , OKAYAMA MASARU
IPC分类号： C04B28/02 , C04B18/10 , C04B24/26
CPC分类号： C04B28/02 , Y02W30/92 , C04B18/103 , C04B40/0032 , C04B2103/302 , C04B2103/304
摘要： PROBLEM TO BE SOLVED: To simply uniformalize the physical value of fresh concrete and to settle workability and to fix the quality of concrete without carrying out detailed blending design even when the specific surface area of sludge incineration ash is changed with every season. SOLUTION: In the method of producing concrete secondary product using the sludge incineration ash obtained by incinerating sewage sludge as a concrete admixture, correlation data between the specific surface area of the sludge incineration ash and the ratio of the admixture to be added into the fresh concrete is previously obtained by the blending design obtained from a sludge incineration plant through every year in case of using sludge incineration ash each having different specific surface area and in the production of the concrete secondary product thereafter, the ratio of the admixture to be added into the fresh concrete is fixed based on the correlation data. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：即使每个季节污泥焚烧灰的比表面积都发生变化，简单统一新拌混凝土的物理价值，降低混凝土的施工性，确定混凝土的质量，不必进行详细的混合设计。解决方案：在使用通过焚烧污泥作为混凝土外加剂获得的污泥焚烧灰生产混凝土次生产品的方法中，污泥焚烧灰比表面积与添加混合物的比例之间的相关数据通过每年使用从污泥焚化厂获得的混合设计获得新鲜混凝土，在使用具有不同比表面积的污泥焚化灰的情况下，混凝土次级产品之后，混合物的比例应为添加到新鲜混凝土中是基于相关数据固定的。版权所有（C）2006，JPO＆NCIPI

7. 发明专利

JPH0790863A EARTH SLIDE PROTECTIVE WALL FOR BANKING 失效
公开(公告)号：JPH0790863A
公开(公告)日：1995-04-04
申请号：JP23962193
申请日：1993-09-27
申请人： NITTOC CONSTRUCTION , NIPPON CONCRETE IND CO LTD
发明人： KIKUCHI YOJI , OGATA MITSUTOSHI , HIRATA FUMI , KAWAHARA TADAO , OKAYAMA MASARU , SUGIYAMA KOJI
IPC分类号： E02D29/02 , E02D17/18
摘要： PURPOSE:To transmit earth pressure or the like effectively to piles or a banking inside reinforcing material by forming integrally a wall body, the piles to support this and the banking inside reinforcing material, prevent rust of the piles caused by steel, and also prevent stress concentration by making the banking inside reinforcing material follow settling of banking rolling under construction in an earth slide protective wall for banking where the wall body stacked on the ground is fixed by the piles erected at prescribed intervals and the wall body is supported with the banking inside reinforcing material arranged in the banking on the reverse side of this wall body. CONSTITUTION:Holes 12 in which piles 9 are inserted are formed in a wall body 3, and the piles 9 are inserted in the wall body 3, and after it is stacked, space filling mortar 17 is filled in and fixed to these holes 12. The swelling end part 18 of a banking inside reinforcing material 5 is inserted in an interval 14 obtained by combining the notch parts 13 formed on the connecting end surfaces of the wall body 3 with each other. This banking inside reinforcing material 5 is arranged vertically movably freely to the wall body through slits 25 between the connecting ends of the wall body 3.

8. 发明专利

JPH0711628A WALL USED FOR EARTH RETAINING METHOD 失效
公开(公告)号：JPH0711628A
公开(公告)日：1995-01-13
申请号：JP15718493
申请日：1993-06-28
申请人： NITTOC CONSTRUCTION , NIPPON CONCRETE IND CO LTD
发明人： KIKUCHI YOJI , OGATA MITSUTOSHI , HIRATA FUMI , KAWAHARA TADAO , OKAYAMA MASARU , SUGIYAMA KOJI
IPC分类号： E02D5/10 , E02D29/02
摘要： PURPOSE:To promote lap working efficiency of a wall by constituting the wall of a panel and a cover to store a pile body inside the wall. CONSTITUTION:A wall A is so constituted that an earth retaining panel 10 forming a semi-circular recess 12 and a cover 20 are connected to form an internal hole 11 inside the wall. After that, wide flange shapes 3 are erected in the case of execution, the panel 10 is suspended to one side of them, and the wide flange shapes 3 are stored in the recess 11. Successively, the cover 20 is inserted to cover a recess 12, and after the internal hole 11 is formed, it is filled with pore filling concrete mortar to fix. In the same way, a neiboring wall A is constructed, reinforcing bars are inserted in recesses 16 provided to the panel 10 to fix them with concrete, and the walls A are connected to each other.

9. 发明专利

JPH0711629A WALL USED FOR EARTH RETAINING METHOD 失效
公开(公告)号：JPH0711629A
公开(公告)日：1995-01-13
申请号：JP15720493
申请日：1993-06-28
申请人： NITTOC CONSTRUCTION , NIPPON CONCRETE IND CO LTD
发明人： KIKUCHI YOJI , OGATA MITSUTOSHI , HIRATA FUMI , KAWAHARA TADAO , OKAYAMA MASARU , SUGIYAMA KOJI
IPC分类号： E02D5/10 , E02D29/02
摘要： PURPOSE:To promote lap working efficiency of wall by constituting the wall of two divided panels to store a pile body inside the wall. CONSTITUTION:A wall A is constituted of a pair of two divided earth retaining panels 10 forming recesses 12 extending over the neighborhood of the central part from the ends thereof, and when they are combined with each other, an internal hole 11 in which wide flange shape 3 is stored can be formed. Recesses 13 into which reinforcing bars are stored are formed in the ends on both sides. After that, one panel 10 is suspended to one side of the wide flange shape 3 erected in the case of execution to store the wide flange shape 3 in the recess 12. Successively, the other panel 10 is suspended to the other side to connect it to one panel 10, and after the wide flange shape 3 is so adjusted that it is positioned to the center of the internal hole 11, the internal hole 11 is filled with pore filling concrete mortar. In the same way, a neighboring wall A is constructed, the reinforcing bars are inserted in internal holes of the recesses 13, and they are filled with concrete to fix the walls A.

10. 发明专利

JPH06272495A CONSTRUCTION METHOD OF TUNNEL 失效
公开(公告)号：JPH06272495A
公开(公告)日：1994-09-27
申请号：JP8413793
申请日：1993-03-18
申请人： KONOIKE CONST , NIPPON PRESSED CONCRETE KK , NIPPON SAMIKON KK , NIPPON CONCRETE IND CO LTD
发明人： FUKUOKA HIROUCHI , SAKAGUCHI TAKESHI , KADOYA SATOSHI , OSAWA HIROSHI , SHIRAIWA TADAHIRO , OKAYAMA MASARU
IPC分类号： E21D11/10 , E02D29/05
摘要： PURPOSE:To reduce a construction period, construction cost and labor in the construction of an open-cut tunnel. CONSTITUTION:Reinforcing steel 6 formed of shape steel is fitted to the outer peripheral surface of extremely thin PC lining form plates 1, 1, 1', along the circular direction thereof through connecting steel 7, and supporting material for supporting the PC lining form plates is installed expandably by a jack along the arch shape of a tunnel to be constructed, thus forming a temporary bearing assembled frame 14. This temporary bearing assembled frame 14 is installed in the movable and travelable state at the invert part 13 of channel cross section of a tunnel lower half part constructed at the bottom part of the open-cut ground. In this temporary bearing assembled frame, the PC lining form plates are assembled in arch shape and fixedly placed on both side parts of the invert part 13, and the adjacent end parts of the reinforcing steel fitted to the PC lining form plates adjacent in the ring direction are jointed in the integrated state. After arranging a series of reinforcements 26 on the outer peripheral part of the PC lining form plates, an outer form 29 is assembled in arch shape on the outside of the reinforcements 26. Cast-in-place concrete is filled in a gap between the outer form and the PC lining form plates, and a process of removing the outer form after the curing-hardening of the concrete is performed continuously in regular succession by moving the temporary bearing assembled frame 14 forward.

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