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1. 发明专利

JP2014125420A Mortar or concrete composition and molding of the same 审中-公开
标题翻译： MORTAR或混合组合物及其成型
公开(公告)号：JP2014125420A
公开(公告)日：2014-07-07
申请号：JP2012286066
申请日：2012-12-27
申请人： Hokuriku Electric Power Co Inc:The , 北陸電力株式会社 , Geostr Corp , ジオスター株式会社 , Chuetsu Pulp Kogyo Kk , 中越パルプ工業株式会社 , Aban Assoc:Kk , 株式会社アバンアソシエイツ
发明人： SUGIMOTO YUKIHIRO , YAMADA SHINICHI , YOKOO AKIHIKO , SHIMONAKAMURA KEITA , TAKAGISHI SHIN , TANAKA HIROYUKI , KOSHIMURA YOSHITAKA
IPC分类号： C04B28/02 , C04B16/02 , C04B18/08 , C04B18/10
CPC分类号： Y02W30/92
摘要： PROBLEM TO BE SOLVED: To provide a mortar or concrete composition which has a moderate water holding property and strength and allows effective use of coal ash, and a molding of the composition.SOLUTION: A mortar or concrete composition comprises cement, fly ash having a mixed ratio of 10 mass% or more, and vegetable fiber, and has a compressive strength of 10 N/mmor more, a bending strength of 4.0 N/mmor more, and a water capacity of 0.16 g/cmor more. Preferably, the mixed ratio of the fly ash is 40 mass% or more.
摘要翻译：要解决的问题：提供具有中等保水性和强度的灰浆或混凝土组合物，并且有效地使用煤灰，以及组合物的成型。溶液：砂浆或混凝土组合物包含水泥，具有混合比为10质量％以上，植物纤维，抗压强度为10N / mm以上，弯曲强度为4.0N / mm以上，水容量为0.16g / cm 2以上。优选地，粉煤灰的混合比例为40质量％以上。

2. 发明专利

JP2008127853A Channel repairing method and channel repairing panel 有权
标题翻译：通道修复方法和通道修复面板
公开(公告)号：JP2008127853A
公开(公告)日：2008-06-05
申请号：JP2006314142
申请日：2006-11-21
申请人： Geostr Corp , ジオスター株式会社
发明人： YOKOO AKIHIKO , NAKATANI IKUO , KURAKATA TORU
IPC分类号： E02B5/02 , E03F3/04 , E21D11/04 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a channel repairing method for repairing an internal wall surface of an existing channel tunnel or an existing open channel by using precast panels, wherein the method is easily and quickly implemented by using relatively simple repairing members, to thereby contribute to cost reduction, and drastic shortening of a construction period, and to provide a repairing panel.
SOLUTION: According to the channel repairing method, the panel 10 which is made of ultra-high strength fiber-reinforced concrete and has fixing bumps 11 formed on a rear surface thereof, is stuck to a channel bottom surface to secure a gap between the panel 10 and the bottom surface, and the existing bottom surface is bored via boring ports 12 formed in each bump, to form anchor holes, followed by driving a screw-type anchor 23 consisting of an anchor and a screw via the boring port into the anchor hole. Then the screw is fastened to the anchor to directly secure the panel 10 to the bottom surface, and back-filling mortar 40 is filled in the gap on a rear surface of the panel by making the anchor 23 serve as a support. Further a rubber board having a high compressibility is arranged between the bumps 11 and the bottom surface, and therefore a setting height of the panel is made adjustable by compressing the rubber board by means of the screw of the anchor.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种通过使用预制面板来修复现有通道隧道或现有开放通道的内壁表面的通道修复方法，其中该方法通过使用相对简单的修理构件容易且快速地实现，从而有助于降低成本，大大缩短施工期，并提供修理面板。解决方案：根据通道修复方法，由超高强度纤维增强混凝土制成并具有形成在其后表面上的固定凸块11的面板10粘贴到通道底面以确保间隙在面板10和底面之间，并且现有的底表面通过形成在每个凸块中的钻孔12而钻孔，以形成锚定孔，随后通过钻孔驱动由锚和螺杆组成的螺旋型锚固件23 进入锚孔。然后将螺钉紧固到锚固件以将板10直接固定到底表面，并且通过使锚固件23用作支撑件，将后填充砂浆40填充在板的后表面上的间隙中。此外，在凸块11和底面之间布置有高压缩性的橡胶板，因此通过锚固件的螺钉压缩橡胶板来使面板的设定高度可调。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2002194803A BOX CULVERT 审中-公开
公开(公告)号：JP2002194803A
公开(公告)日：2002-07-10
申请号：JP2001269764
申请日：2001-09-06
申请人： GEOSTR CORP
发明人： WATANABE KEIICHI , KONO SADAMU , TANAKA HIDEKI , UNNO YUSUKE , YOKOO AKIHIKO
IPC分类号： E02B5/02 , E03F3/04
摘要： PROBLEM TO BE SOLVED: To provide a box culvert capable of exhibiting a stable performance to a sectional force generated in a top wall part, surely reinforcing the corner angle part between the top wall part and a side wall part, and being manufactured in the same method even with a small change such as inner hollow lateral dimension or the like. SOLUTION: In this box culvert 1, the hollow part 5-side surface of the top wall part 2 is formed into a gentle circular shape toward the upper ends of both side wall parts 3, so that the vicinities of the side wall parts 3 are thickened, and the vicinity of about the center between the side wall parts 3 is linearly formed. The sectional area in the vicinities of the side wall parts 3 of the top wall part 2 is increased to exhibit the stable performance to the sectional force, and the corner angle part between the top wall part 2 and the side wall part 3 is surely reinforced in corporation with a strain member 7 arranged eccentrically to the top wall part 2. The vicinity of about the center between the side wall parts 3 is linearly formed, and the linear position is set to a movable part, whereby the manufacturing form for the top wall part 2 can be varied, so that products of different inner hollow width dimensions can be manufactured by use of a single form.

4. 发明专利

JP2001295251A FLEXIBLE JOINT STRUCTURE FOR PRECAST CULVERT 失效
公开(公告)号：JP2001295251A
公开(公告)日：2001-10-26
申请号：JP2000112220
申请日：2000-04-13
申请人： KOBE STEEL LTD , KUMAGAI GUMI CO LTD , GEOSTR CORP
发明人： KATAOKA HIDEKI , MATSUBA HIROAKI , IIDA MASAKATSU , SUZUKI TAKEYASU , KUSAKAWA TOSHIO , OKANO MASAHIRO , SODA TATSUO , ENDOU MINAYUKI , SEKIGUCHI YASUO , YOKOO AKIHIKO
IPC分类号： E02B9/04
摘要： PROBLEM TO BE SOLVED: To improve the durability and corrosion resistance of a flexible part of a flexible precast culvert, to secure the design expansion quantity and eccentric quantity to a work execution error of footing concrete or the like and to make repair work and confirmation work relatively easy. SOLUTION: A pair of spaced concrete box bodies 2, 2 of a flexible culvert 1K are connected to each other by solid type flexible rubber 3 (or filled type silicone rubber 10) with both end parts respectively embedded in the respective joint end parts of a pair of concrete box bodies, and filled type silicone rubber 4 of excellent durability and corrosion resistance in a liquid state when filled and having a function of elasticity of rubber after hardened being attached into recessed parts formed of recessed grooves 6, 7 formed on the outer peripheral surface and inner peripheral surface of the respective joint end parts of a pair of concrete box bodies. After the culvert is installed on the footing concrete, the silicone rubber 4 is filled to obtain the prescribed design expansion- eccentric quantity even if the culvert is deformed.

5. 发明专利

JP2016003532A 壁状構造物のフーチング审中-公开
公开(公告)号：JP2016003532A
公开(公告)日：2016-01-12
申请号：JP2014126019
申请日：2014-06-19
申请人： GEOSTR CORP , YOKOGAWA SUMIKIN BRIDGE CORP
发明人： NAKATANI IKUO , YOKOO AKIHIKO , UCHIDA MITSUHIKO , SAITO KOKAI , TAKEUCHI DAISUKE , KAMIJO TAKASHI , IWAKAWA TAKASHI , MATSUO TAKUYA
IPC分类号： E02D27/00
摘要：【課題】壁状構造物を構成するフーチングとPCaの壁体との接合部に、容易且つ適切に形成可能とするシアキー部を提供する。【解決手段】壁状構造物を構成する壁体Wの下端5に形成された凹所5aに納まるシアキー部1を天面2に備えるフーチングFである。前記フーチングFは、鉄骨4a製の枠状部の外側にコンクリートを打ち込むことにより形成されると共に、前記シアキー部1は、前記枠状部の上部に管下端を固着させた鋼管とこの鋼管内に打ち込まれるコンクリートによって形成されるようになっている。【選択図】図3

6. 发明专利

JP2013228327A Radiation shield, radiation shielding structure, and method of shielding radiation 审中-公开
标题翻译：辐射屏蔽，辐射屏蔽结构和屏蔽辐射方法
公开(公告)号：JP2013228327A
公开(公告)日：2013-11-07
申请号：JP2012101743
申请日：2012-04-26
申请人： Kajima Corp , 鹿島建設株式会社 , Geostr Corp , ジオスター株式会社
发明人： SAKUSE NOBUO , SHIBATA NAOMASA , TAKEI NOBORU , NISHIKAWA TAKESHI , YOSHIMURA BIKI , KIKUCHI SHIGERU , NAKAMURA HANAKO , ITO HIROSHI , SUYAMA YASUHIRO , UCHIKAWA TAKAO , YOKOO AKIHIKO
IPC分类号： G21F1/10
摘要： PROBLEM TO BE SOLVED: To provide means of easily and effectively shielding radiation at low costs.SOLUTION: Provided are a radiation shield formed from wood or a wood-derived material, a radiation shielding structure which includes the same as a constituent, and a method of shielding radiation which uses wood or a wood-derived material as a radiation shielding material. For example, when conveying or transporting a relatively large quantity of radioactive waste or the like whose radiation level exceeds a reference level, a certain amount of radiation can be shielded relatively easily at low cost by surrounding an area loaded with the radioactive waste with wood or wood-derived material. For another example, when disposing or storing a relatively large quantity of radioactive waste or the like whose radiation level exceeds a reference level, storage facilities can be built relatively easily at low cost by installing radiation shields formed from wood or wood-derived material around a disposal or storage area.
摘要翻译：要解决的问题：提供以低成本容易且有效地屏蔽辐射的方法。解决方案：提供由木材或木材衍生材料形成的辐射屏蔽，包括与其成分相同的辐射屏蔽结构，以及方法的屏蔽辐射，其使用木材或木材衍生材料作为辐射屏蔽材料。例如，当输送或运送辐射水平超过参考水平的相对大量的放射性废物等时，通过围绕装载有放射性废物的区域以木材或其他方式围绕放置废物的区域可以相对容易地屏蔽一定量的辐射，木材来源的材料。另一个例子，当放置或存放其辐射水平超过参考水平的相对大量的放射性废物等时，通过将围绕着木材或木材的材料形成的辐射屏蔽安装在低成本下可以相对容易地建造存储设施处置或储存区域。

7. 发明专利

JP2012246650A Tunnel lining and reinforcement structure and tunnel lining and reinforcement method 有权
标题翻译：隧道衬砌和加固结构与隧道衬砌和加固方法
公开(公告)号：JP2012246650A
公开(公告)日：2012-12-13
申请号：JP2011117801
申请日：2011-05-26
申请人： Taisei Corp , 大成建設株式会社 , Geostr Corp , ジオスター株式会社
发明人： TAKAKURA KATSUHIKO , MORITA TAIJI , KAWAKITA JUN , IGASAKI KEI , YOKOO AKIHIKO , FUJIE YUI , NAKATANI IKUO
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To reduce sectional force generated in an existing tunnel lining due to an outer load.SOLUTION: In a tunnel lining and reinforcement structure 1 for reinforcing a tunnel lining 2, a ring member 20 arranged along an inner side surface 2a of the tunnel lining 2 and an expansion material 10 filled between the tunnel lining 2 and the ring member 20 are provided, and an arrangement space 11 of the expansion material 10 is partitioned by the ring member 20 and the inner side surface 2a of the tunnel lining 2. Moreover, the ring member 20 is provided with a plurality of pieces 21, 21.. divided in a circumferential direction, and in a connection part of the adjacent pieces 21, 21, a fixing member 30 for pressing the connection part from the inner side in a radial direction to fix the adjacent pieces 21, 21 to each other is provided.
摘要翻译：要解决的问题：减少由于外部载荷而在现有隧道衬砌中产生的截面力。解决方案：在用于加固隧道衬里2的隧道衬砌和加强结构1中，沿隧道衬里2的内侧表面2a布置的环构件20和填充在隧道衬砌2和环之间的膨胀材料10 构件20设置，并且膨胀材料10的配置空间11被环形构件20和隧道衬里2的内侧面2a隔开。此外，环形构件20设置有多个片21,21 在圆周方向上分割，并且在相邻的片21,21的连接部分中，用于从径向方向的内侧按压连接部分以将相邻的片21,21相互固定的固定构件30是提供。版权所有（C）2013，JPO＆INPIT

8. 发明专利

JP2002103321A FORM FOR MANUFACTURING CONCRETE BLOCK 失效
公开(公告)号：JP2002103321A
公开(公告)日：2002-04-09
申请号：JP2000302271
申请日：2000-10-02
申请人： GEOSTR CORP , KYOWA SEISAKUSHO KK
发明人： SHIMOKAWA YUJI , IKEDA MASANORI , YOKOO AKIHIKO , YOMOGIHARA SHINJI , MIYASHITA SUGURU , TAMURA KYOJI , TAKAGI KIMIHIRO
IPC分类号： B28B7/04 , B28B7/26
摘要： PROBLEM TO BE SOLVED: To simply change the dimension of a form corresponding to various width or thickness dimensions of the top plate or the like of a split type box culvert having a large cross section, to achieve cost reduction or the like. SOLUTION: The form is constituted of a lower frame 11, a pair of side frames 12 and a pair of end frames 13 for manufacturing the top plate having an almost gate shape on a plan view of the split type box culvert having a large cross section by the so-called flat casting. In this form, the lower frame 11/side frames 12 are divided into three parts in the widthwise direction of a block to set a fixed form 14 on one end side of the lower frame/side frames, a laterally movable form 15 on the other end side thereof and a length adjusting form 16 at a intermediate part. The movable form 15 is moved in matching relation to the inner width B of the block to be produced to be fixed by a simple fixing element and the length adjusting form 16 having the length corresponding to the inner width is arranged. Further, the lower frame 11/side frames 12 are raised and lowered by a jack 20 to alter the plate thickness T1 of the straight part of the block.

9. 发明专利

JP2015048276A ナノ繊維含有モルタルまたはコンクリート組成物审中-公开
标题翻译：含有纳米纤维的混合物和混合物组合物
公开(公告)号：JP2015048276A
公开(公告)日：2015-03-16
申请号：JP2013180973
申请日：2013-09-02
申请人：北陸電力株式会社 , Hokuriku Electric Power Co Inc:The , ジオスター株式会社 , Geostr Corp , 中越パルプ工業株式会社 , Chuetsu Pulp Kogyo Kk , 株式会社アバンアソシエイツ , Aban Assoc:Kk
发明人： SUGIMOTO YUKIHIRO , YAMADA SHINICHI , YOKOO AKIHIKO , SHIMONAKAMURA KEITA , TAKAGISHI SHIN , TANAKA HIROYUKI , KOSHIMURA YOSHITAKA
IPC分类号： C04B28/02 , C04B16/02 , C04B18/08
CPC分类号： Y02W30/92
摘要：【課題】適度な保水性と強度とを併せ持つナノ繊維含有モルタルまたはコンクリート組成物を提供すること。【解決手段】ナノ繊維含有モルタルまたはコンクリート組成物は、セメントと、CNFとを含み、CNFの保水性によって、モルタルまたはコンクリート組成物の保水性が高まる。また、CNFによって、組成物の熱伝導率が低くなるため、断熱性が高まる。この高い保水性および断熱性を利用して、屋上高温防止パネルなどへの適用も期待される。また、CNFは、モルタルまたはコンクリート組成物に含まれる水分の凍結時の膨張圧を吸収するとともに、軽量なフライアッシュと、比重が大きいセメントとの分離を抑制する効果がある。【選択図】図1
摘要翻译：要解决的问题：提供具有适当的保水性和强度的纳米纤维的砂浆或混凝土组合物。解决方案：含纳米纤维的砂浆或混凝土组合物含有水泥和CNF，并且砂浆或混凝土组合物的保水性通过CNF的保水性得到改善。由于CNF的组成热导率降低，因此绝热性增加。利用高保水性和绝热性，也预计屋顶高温预防面板。当砂浆或混凝土组合物中含有的水分被冷冻时，CNF吸收膨胀压力，并且还具有抑制轻粉煤灰与高比重水泥分离的效果。

10. 发明专利

JP2012193577A Reinforcing method of existent covering and reinforcing apparatus 有权
标题翻译：现有覆盖和增强装置的加固方法
公开(公告)号：JP2012193577A
公开(公告)日：2012-10-11
申请号：JP2011059541
申请日：2011-03-17
申请人： Taisei Corp , Geostr Corp , ジオスター株式会社 , 大成建設株式会社
发明人： TAKAKURA KATSUHIKO , YOKOO AKIHIKO , FUJIE YUI , NAKATANI IKUO
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing method and reinforcing apparatus for reinforcing existent covering of which the cross section is circular from the inside, in which any reinforcing unit that may become a utilization obstacle is not existent inside the reinforced covering, the deformation of the existent covering can be mitigated by extruding the existent covering to the outside by imparting power effectively from the inside to the existent covering, and the existent covering can be reinforced effectively by imparting an extrusion force through the existent covering to the natural ground.SOLUTION: A reinforcing method of existent covering includes the step of disposing a plurality of arcuate blocks 1 at intervals in a circumferential direction of an inner face of existent covering F of which the cross section is circular, and arranging jacks 3 within the intervals, the step of imparting an axial force in the circumferential direction to the arcuate blocks 1 while expanding the jacks 3 and widening the intervals, and the step of arranging within the intervals interval holders each holding the widened interval, removing the jacks 3, receiving jack reaction forces in the interval holders substitutively, and forming a reinforced ring comprising the plurality of arcuate blocks 1 disposed in the circumferential direction and the plurality of interval holders.
摘要翻译：要解决的问题提供一种加强方法和加强装置，用于加强现有的覆盖物，其中从内部开始横截面为圆形，其中可能成为利用障碍物的任何增强单元不存在于加强覆盖物内部，可以通过从内向有效覆盖物有效地将现有覆盖物挤压到外部来减轻现有覆盖物的变形，并且可以通过将存在的覆盖物施加挤压力到自然地面而有效地加固现有覆盖物。解决方案：现有的覆盖物的加固方法包括以下步骤：在现有的覆盖物F的内表面的圆周方向上间隔布置多个弧形块1，其横截面是圆形的，并且将插孔3设置在间隔，在扩大插孔3并扩大间隔的同时在圆周方向上赋予圆弧方向的轴向力的步骤，并且在间隔间隔内设置间隔的步骤，每个间隔保持器保持加宽的间隔，去除插孔3，接收并且形成包括沿圆周方向设置的多个弧形块1和多个间隔保持器的加强环。版权所有（C）2013，JPO＆INPIT

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