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1. 发明专利

JP2012067444A Shear reinforcement method of existing concrete structure and concrete structure 有权
标题翻译：现有混凝土结构和混凝土结构的剪切加固方法
公开(公告)号：JP2012067444A
公开(公告)日：2012-04-05
申请号：JP2010210589
申请日：2010-09-21
申请人： Osamu Kiyomiya , Kumagai Gumi Co Ltd , 株式会社熊谷組 , 理清宮
发明人： KIYOMIYA OSAMU , NISHIGAKI KAZUHIRO , NISHIUCHI MISUMI , OGOSHI YASUHIRO , MATSUU HAJIME , HAMADA MAKOTO
IPC分类号： E03F3/04 , E01D22/00 , E03F7/00 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a shear reinforcement method or the like of an existing concrete structure for executing shear reinforcement by increasing shear strength Vc by a concrete part.SOLUTION: In the shear reinforcement method of the existing concrete structure related to this invention, a hole 3 extending continuously in the member axial direction X of the existing concrete structure is formed in the existing concrete structure 1A, concrete (high-strength concrete 4) of concrete strength higher than that of the concrete configuring the existing concrete structure 1A is placed inside the hole 3, and Vc is increased without introducing prestress using a shear reinforcing material.
摘要翻译：要解决的问题：提供一种通过增加混凝土部件的剪切强度Vc来实现剪切增强的现有混凝土结构的剪切加固方法等。解决方案：在与本发明相关的现有混凝土结构的剪切增强方法中，在现有混凝土结构1A中形成在现有混凝土结构1A的构件轴向X上连续延伸的孔3，混凝土（高强度混凝土4的混凝土强度高于构成现有混凝土结构1A的混凝土强度，混凝土4的位置设置在孔3的内部，并且使用剪切增强材料不增加预应力来增加Vc。版权所有（C）2012，JPO＆INPIT

2. 发明专利

JP2003064654A Buoyancy structure 审中-公开
标题翻译： BUOYANCY结构
公开(公告)号：JP2003064654A
公开(公告)日：2003-03-05
申请号：JP2001252360
申请日：2001-08-23
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： MORITA TOMOSHI , YAMAGUCHI TAKAHIRO , NISHIGAKI KAZUHIRO , AIKAWA FUMIHIRO
IPC分类号： E02B17/00 , B63B35/44 , E02B3/06 , E02D29/07
CPC分类号： Y02A10/15
摘要： PROBLEM TO BE SOLVED: To provide a simple buoyancy structure which can lessen fluctuations in load, shared by a foundation structure, a tension leg, etc., due to water-level fluctuations caused by ocean waves, tidal waves. etc., and which can improve the stability of an attitude of a structure such as an upper floor slab.
SOLUTION: In this buoyancy structure, a buoyancy body 3 is provided in the foundation structure 2 which is erected on ground 1 under a sea floor; supporting columns 4, which are composed of supports having a prescribed volume, are erected on the buoyancy body 3; the upper floor slab 5, which serves as the structure constructed above a water surface, is supported on upper ends of the supporting columns 4; a ballast device 10 having an air chamber 11, which serves as an airtight chamber and whose bottom part is opened, is provided on an outer periphery of the buoyancy body 3 of the buoyancy structure; and a change in buoyancy due to the water-level fluctuations is adjusted automatically, so that the fluctuations of the load, which is shared by the foundation structure 2, the tension leg, etc., can be lessened.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种简单的浮力结构，其可以由于由海浪，潮汐引起的水位波动而减轻由基础结构，张力腿等共享的载荷波动。能够提高诸如上层楼板的结构的姿态的稳定性。解决方案：在这种浮力结构中，在基础结构2上设置浮力体3，该基础结构2竖立在海底下的地面1上; 在浮力体3上竖立着由规定体积的支架构成的支柱4，作为在水面以上构造的结构的上层板5被支撑在支柱4的上端部; 在浮力结构的浮力体3的外周设置有具有用作气密室并且其底部打开的空气室11的镇流器装置10; 并且自动调整由于水位波动引起的浮力的变化，从而可以减小基础结构2，张力腿等所共有的载荷的波动。

3. 发明专利

JP2014058841A Shear reinforcement structure for plate-like concrete structure 有权
标题翻译：板式混凝土结构的剪力加固结构
公开(公告)号：JP2014058841A
公开(公告)日：2014-04-03
申请号：JP2012205431
申请日：2012-09-19
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： KOBAYASHI HIROMITSU , NISHIUCHI MISUMI , OGOSHI YASUHIRO , NISHIGAKI KAZUHIRO
IPC分类号： E04C5/01 , E03F3/04
摘要： PROBLEM TO BE SOLVED: To provide a shear reinforcement structure for a plate-like concrete structure, capable of improving the shearing yield strength of the plate-like concrete structure without forming a hole extending along a direction parallel with a shearing direction in the plate-like concrete structure.SOLUTION: In an inventive shear reinforcement structure for a plate-like concrete structure, a filler 15 is provided between a bar-shaped reinforcement material 4 inserted in a hole 5 provided in the plate-like concrete structure (a wall 3 of a box culvert 1)so as to extend in a direction perpendicular to a shearing direction 12 of the plate-like concrete structure and the inner wall of the hole 5. The bar-shaped reinforcement material 4 is fixed in the hole 5 so as to extend in the direction perpendicular to the shearing direction 12 of the plate-like concrete structure.
摘要翻译：要解决的问题：为了提供一种用于板状混凝土结构的剪切增强结构，能够提高板状混凝土结构的剪切屈服强度，而不会形成沿板状混凝土构件的剪切方向平行的方向延伸的孔。混凝土结构。解决方案：在用于板状混凝土结构的本发明的剪切增强结构中，填充物15设置在插入设置在板状混凝土结构中的孔5中的棒状加强材料4（壁3 一个箱形涵洞1）沿垂直于板状混凝土结构的剪切方向12的方向和孔5的内壁延伸。杆状加强材料4固定在孔5中，以便沿垂直于板状混凝土结构的剪切方向12的方向延伸。

4. 发明专利

JP2011038247A Method of constructing mono-pile foundation and joint pipe 有权
标题翻译：构造单桩基础和接头管的方法
公开(公告)号：JP2011038247A
公开(公告)日：2011-02-24
申请号：JP2009183530
申请日：2009-08-06
申请人： Kumagai Gumi Co Ltd , Moricho Corp , Toko Electrical Construction Co Ltd , 東光電気工事株式会社 , 株式会社森長組 , 株式会社熊谷組
发明人： NISHIGAKI KAZUHIRO , GOCHO AKIRA , YAJIMA HIDEAKI , TSUJI MASAYUKI , YOSHIDA KENJI , AOKI HIROAKI , KATAHIRA YASUNORI , TAKEMURA MASAHIKO , OKANO MASASHI , SHIMADA YOSHIAKI , OTANI FUJIO , KIDA KO , TANIGUCHI IWAO
IPC分类号： E02D27/16 , E02B17/00 , E02D13/04 , E02D27/32 , E02D27/52
摘要： PROBLEM TO BE SOLVED: To provide a method of constructing a mono-pile foundation capable of reducing a construction period and a construction cost, and also provide a joint pipe used for the method. SOLUTION: This method of constructing a mono-pile foundation includes a step of lifting guide frames 1, 9, in which a plurality of guide pillar driving spaces 4a, 4b, 4c, 4d are formed around foundation pillar driving spaces 3 formed at the centers, respectively, by respective cranes 5, 8 installed on a coastal land, and of installing the lifted guide frames at predetermined positions in a coastal region, a step of erecting and driving the guide pillars 6a, 6b, 6c, 6d in the guide pillar driving spaces 4a, 4b, 4c, 4d of the guide frames 1, 9 using the cranes 5, 8, a step of erecting and driving foundation pillars 10 in the foundation pillar driving spaces 3 of the guide frames 1, 9 using the cranes 5, 8, and a step of drawing the guide frames 1, 9 and the guide pillars 6a, 6b, 6c, 6d using the cranes 5, 8. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够减少施工周期和施工成本的单桩基础的方法，并且还提供用于该方法的连接管。解决方案：这种构造单桩基础的方法包括提升引导框架1,9的步骤，其中在形成的基础柱驱动空间3周围形成有多个引导柱驱动空间4a，4b，4c，4d 分别安装在沿海地区的相应的起重机5,8和在沿海地区的预定位置安装升降引导框架的中心处，将引导柱6a，6b，6c，6d竖立并驱动的步骤引导框架1,9的引导柱驱动空间4a，4b，4c，4d，使用起重机5,8，在引导框架1,9的基础支柱驱动空间3中竖立和驱动基础支柱10的步骤，使用起重机5,8，以及使用起重机5,8来引导引导框架1,9和引导柱6a，6b，6c，6d的步骤。版权所有（C）2011，JPO＆INPIT

5. 发明专利

JP2005068669A Construction method of reinforcing material in reinforced soil wall having soft wall surface 审中-公开
标题翻译：在软墙面加固的土墙上加固材料的施工方法
公开(公告)号：JP2005068669A
公开(公告)日：2005-03-17
申请号：JP2003209147
申请日：2003-08-27
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： SHINOHARA IWAO , NISHIGAKI KAZUHIRO , OGOSHI YASUHIRO
IPC分类号： E02D17/18
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a reinforcing material in a reinforced soil wall having a soft wall surface capable of improving earthquake resistance of the reinforced soil wall having the soft wall surface without increasing the amount used of the reinforcing material.
SOLUTION: The construction method is so constituted that a geo-textile 2j placed on the highest part with high controlling effect on a horizontal displacement and a construction length L
a of a geo-textile 2g placed on the upper part having high effect controlling the expansion of a wall surface in the case of an earthquake can be set longer than the conventional construction length L
p when a geo-extile 2 as the reinforcing material of the reinforced soil wall 10 having the soft wall surface is constructed.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种在具有软壁表面的增强材料壁上的增强材料的施工方法，所述软壁表面能够提高具有软壁表面的增强土墙的抗震性，而不增加加固用量材料。解决方案：施工方法如此构成，即放置在最高部位的土工织物2j具有高的控制效果，水平位移和地毯织物2g的施工长度L a 放置在地震的情况下控制壁面膨胀的上部具有比现有的结构长度L p 更长的上部，当作为增强材料的地平线2 构造具有软壁表面的加强土墙10。版权所有（C）2005，JPO＆NCIPI

6. 发明专利

JP2004211326A Earthquake-resistant construction of vertical supporting structure 审中-公开
公开(公告)号：JP2004211326A
公开(公告)日：2004-07-29
申请号：JP2002379528
申请日：2002-12-27
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： OGOSHI YASUHIRO , NISHIGAKI KAZUHIRO , WATANABE HIROYUKI , SHINOHARA IWAO
IPC分类号： E01D19/02 , E01D22/00 , E01D101/40
摘要： PROBLEM TO BE SOLVED: To provide the earthquake-resistant construction of a vertical supporting structure capable of conducting the execution of works without requiring large-scale work execution equipment and a wide construction yard.
SOLUTION: The earthquake-resistant construction (12) of the vertical supporting structure (10) contains one or a plurality of second plastic hinge regions (20) installed at positions upper than a plastic hinge region (18) peculiar to the structure (10), and normal stress generated on the cross sections of the second plastic hinge regions is equal to that generated on the cross section (16) in the peculiar plastic hinge region when the vertical supporting structure receives horizontal external force.
COPYRIGHT: (C)2004,JPO&NCIPI

7. 发明专利

JP2000073385A EXECUTION METHOD FOR UNDERGROUND TANK 失效
公开(公告)号：JP2000073385A
公开(公告)日：2000-03-07
申请号：JP24406598
申请日：1998-08-28
申请人： KUMAGAI GUMI CO LTD
发明人： YAMAZAKI AKIRA , SAKAGUCHI KATSUHIKO , YOSHIMATSU KENJI , ITO HIROSHI , MIMURA TOMOO , NISHIGAKI KAZUHIRO , SAKURAI SHIGEHIDE , FUJIKI KOICHI
IPC分类号： E02D29/045 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To dispense with a large truss by applying a banking process to a surface shape along the inside of a roof on a planned construction site of an underground tank, arranging a form for molding the roof on the banking, and placing concrete by using the form. SOLUTION: A water stop underground continuous wall 3 is buried in the ground, a recess is formed on the underground continuous wall 3, then a concrete reception frame 14 is integrally provided at the upper end of the underground continuous wall 3. A banking process is applied to the ground to form a banking section 1b protruded in a circular arc shape. A lattice-like support frame 21 extending in the radial direction from a disk-like support plate 20 installed at the center of the banking section 1b is provided. Air bag jacks 22 and height detecting means 23 are provided on the support frame 21, a concrete form 26 is installed on them, concrete 27 is placed on the form 26 in a dome shape to form a roof. A materiel such a heavy machine is introduced from the opening section of the roof, and an underground tank is constructed, thereby no large truss is required.

8. 发明专利

JP2003105715A BASE ISOLATOR DISPLACEMENT CORRECTING METHOD AND BASE ISOLATOR MOUNTING STRUCTURE 审中-公开
公开(公告)号：JP2003105715A
公开(公告)日：2003-04-09
申请号：JP2001301004
申请日：2001-09-28
申请人： KUMAGAI GUMI CO LTD
发明人： DOI TERUAKI , OGINO NOBUYUKI , NISHIGAKI KAZUHIRO , SATO TOMIO , TANABE DAIJIRO , YAMAGUCHI TAKAHIRO , MORITA TOMOSHI
IPC分类号： E01D1/00 , E01D19/04 , E04B1/36 , E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To easily correct the secular displacement of a base isolating member for a base isolator. SOLUTION: A lower face side of the base isolator 20 is fixed to a bridge pier 10 and an engagement mechanism consisting of an engagement plate 40A to be mounted on the upper face of a liner plate device 25 and an engagement plate 40B to be mounted on the lower face of an upper structure 30 is provided between the upper face of the liner plate 25 and the upper structure 30. The base isolator 20 and the upper structure 30 are mounted to be isolatable from each other in a vertical direction. The base isolator 20 and the upper structure 30 are isolated from each other by using a jack and the base isolating member 21 is restored into an almost upright state, and then the upper structure 30 is placed on the base isolator 20 for correcting the secular displacement of the base isolator 20.

9. 发明专利

JP2000096588A EXECUTION METHOD FOR UNDERGROUND TANK 失效
公开(公告)号：JP2000096588A
公开(公告)日：2000-04-04
申请号：JP26819198
申请日：1998-09-22
申请人： KUMAGAI GUMI CO LTD
发明人： SAKURAI SHIGEHIDE , YAMAZAKI AKIRA , SAKAGUCHI KATSUHIKO , ITO HIROSHI , MIMURA TOMOO , NISHIGAKI KAZUHIRO , YOSHIMATSU KENJI , FUJIKI KOICHI
IPC分类号： E02D29/045 , E04H7/06 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To reduce the construction period by turning partial roofs to the circumferential direction along a ring-shaped guide supporting the arcuate side of the partial roof after the partial roofs have been constructed one by one at a specified place at the opening side and positioning them. SOLUTION: A cylindrical continuous underground wall 3 is provided in the ground 1 and a recessed part is formed in the ground 1. Support members 24 are radially fixed onto the one side bottom face of the recessed part and a plurality of supports 25 are fixed on the support members 24 and further, jacks 26 are fitted onto the supports 25. A plurality of concrete forms 27 are arranged on the jacks 26. Concrete is placed on the forms 27 and hardened to form a semicircular dome-shaped roof element 6a. Other jacks 26 except the central jack 26a are lowered and the roof element 6a is rotated by a half turn around the supporting point and fixed therein. Thereafter, the other half elements 6a is constructed again to form the roof. Support members 24 or the like are taken out and then, the ground is excavated and after the bottom slab, the side wall, etc., are formed, a cover layer is put thereon to form an underground tank. In this way, the construction period can be reduced.

10. 发明专利

JP2000073384A EXECUTION METHOD FOR UNDERGROUND TANK 失效
公开(公告)号：JP2000073384A
公开(公告)日：2000-03-07
申请号：JP24406498
申请日：1998-08-28
申请人： KUMAGAI GUMI CO LTD
发明人： YAMAZAKI AKIRA , SAKAGUCHI KATSUHIKO , YOSHIMATSU KENJI , ITO HIROSHI , MIMURA TOMOO , NISHIGAKI KAZUHIRO , SAKURAI SHIGEHIDE , FUJIKI KOICHI
IPC分类号： E02D29/045 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To eliminate danger of truss collapse during excavation when a ground scheduled for an underground tank is excavated and a roof is constructed in an approximately simultaneous manner. SOLUTION: A truss bearing stay 20 is embedded in a ground scheduled for an underground tank approximately to a scheduled depth of an underground tank 2, and trusses for constructing a roof are assembled to support the underground tank by the truss bearing stay 20, and the underground tank 2 is built by excavating the ground scheduled for the underground tank in side the truss while building the roof on an upper part of the truss.

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