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41. 发明专利

JP2004068381A Method and apparatus for connecting precast segments 有权
公开(公告)号：JP2004068381A
公开(公告)日：2004-03-04
申请号：JP2002228222
申请日：2002-08-06
申请人： Kajima Corp , 鹿島建設株式会社
发明人： ICHINOMIYA TOSHIMICHI , YOSHIDA KENTARO , HONDA TOMOAKI , HISHIKI TAKEYOSHI , FURUICHI KOSUKE
IPC分类号： E01D21/00 , E01D101/24 , E04B1/61
摘要： PROBLEM TO BE SOLVED: To provide a method for connecting precast segments forming a bridge or the like, which prevents the formation of a gap or a so-called "aperture" between segment connecting surfaces to a minimum extent, reduces the amount of steel products to be employed, and dispenses with a so-called "drawing steel product" available at the time of drawing the precast segments connected to each other, and to provide an apparatus for connecting the precast segments.
SOLUTION: The method for connecting the precast segments is comprised of a positioning step, a bolt inserting step, and a fastening step. In the positioning step, a male joint (4) fixed to one (1A) of the precast segments to be connected together is positioned to a female joint (5) fixed to the other precast segment (1B). In the bolt inserting step, a bolt (12) inside the male joint (4) is inserted into the female joint (5). In the fastening step, a worm wheel (13) arranged in the joint is rotated to screw the bolt (12) into a nut (22) in the female joint (5), to thereby fasten the male joint (4) to the female joint (5).
COPYRIGHT: (C)2004,JPO

42. 发明专利

JP2015059313A ねじ節鉄筋用定着具の取付構造有权
标题翻译：螺旋加固棒的配置结构
公开(公告)号：JP2015059313A
公开(公告)日：2015-03-30
申请号：JP2013192161
申请日：2013-09-17
申请人：鹿島建設株式会社 , Kajima Corp
发明人： YAMANOBE SHINICHI , FURUICHI KOSUKE , ITO MASAMICHI
IPC分类号： E04C5/12
摘要：【課題】ねじ節鉄筋と定着具との間のがたつきを確実に除去可能なねじ節鉄筋用定着具の取付構造を提供する。【解決手段】ねじ節鉄筋3の一端に定着具4が螺着されて、ねじ節鉄筋3に引張力が作用した状態でコンクリートに埋められるねじ節鉄筋用定着具の取付構造において、ねじ節鉄筋3と定着具4との間で架け渡される圧縮ばね12Bを備え、圧縮ばね12Bは、ねじ節鉄筋3の一端側に向かう付勢力を定着具4に発生させて、ねじ節鉄筋3のおねじ部9に定着具4のめねじ部11を押し付けることを特徴とする。【選択図】図2
摘要翻译：要解决的问题：提供螺钉打结的钢筋的安装结构，其可以牢固地消除螺纹打结的钢筋和固定工具之间的松动。解决方案：用于螺纹打结的钢筋的固定工具的嵌合结构混凝土，同时通过将固定工具4拧到螺纹打结的钢筋3的一端上作用在螺纹打结的钢筋3上的张力装备有在螺纹打结的钢筋3和固定工具4之间延伸的压缩弹簧12B 并且其特征在于，压缩弹簧12B通过向螺纹打结的钢筋3的一端侧产生作用力，将固定工具4的内螺纹部11压靠在螺纹打结的钢筋3的外螺纹部9上通过固定工具4。

43. 发明专利

JP2015034435A あと施工アンカー及びその施工方法有权
标题翻译：后安装锚及其施工方法
公开(公告)号：JP2015034435A
公开(公告)日：2015-02-19
申请号：JP2013166467
申请日：2013-08-09
申请人：鹿島建設株式会社 , Kajima Corp
发明人： FURUICHI KOSUKE
IPC分类号： E04B1/41 , F16B13/06 , F16B35/04
摘要：【課題】本発明は、施工性の良いあと施工アンカー及びその施工方法を提供する。【解決手段】あと施工アンカー1は、アンカー孔Sに埋設される棒状のボルト(ネジ付きアンカー本体)3と、アンダーカット付き空間部S2内にセットされると共に、ボルト3を挿入させる挿入孔10aを有し、アンダーカット付き空間部S2の第1の傾斜面P1に対向する第2の傾斜面P2を有する駒部材10と、ボルト3に固定されると共に、ボルト3を駒部材10の挿入孔10a内に押し込みながら、アンダーカット付き空間部S2の第1の傾斜面P1と駒部材10の第2の傾斜面P2との間の隙間Rを埋めるように進入させる拡張片22を有する拡張部材20と、から構成されており、駒部材10に拡張片22が引っ掛かる引っ掛かり手段70が設けられている。【選択図】図5
摘要翻译：要解决的问题：提供一种后加工的锚固件及其施工方法，其加工性优异。解决方案：后装锚1包括：嵌入锚定孔中的杆状螺栓（具有螺钉的锚固体）3 S; 桥构件10，其设置在具有底切的空间部S2中，并且具有用于接收螺栓3的插入孔10a，并且具有面对具有底切的空间部S2的第一倾斜面P1的第二倾斜面P2; 以及膨胀构件20，其固定在螺栓3上并且具有延伸片22，该延伸片22被布置成当螺栓3插入到桥构件10的插入孔10a中时，进行填充间隔R 具有底切的空间部分S2的第一倾斜平面P1和桥接构件10的第二倾斜平面P2。桥接构件10具有与延伸件22接合的接合装置70。

44. 发明专利

JP2014148802A After-constructed anchor and construction method thereof 有权
标题翻译：后构造锚杆及其构造方法
公开(公告)号：JP2014148802A
公开(公告)日：2014-08-21
申请号：JP2013017224
申请日：2013-01-31
申请人： Kajima Corp , 鹿島建設株式会社
发明人： FURUICHI KOSUKE , HONDA TOMOAKI
IPC分类号： E04B1/41
摘要： PROBLEM TO BE SOLVED: To provide an after-constructed anchor with proper constructibility and a construction method thereof.SOLUTION: An after-constructed anchor 1 is constituted of: a bar-shaped bolt (anchor body with a screw) 3 embedded in an anchor hole S; a piece member 10 set in a space part S2 with an undercut, having a screw hole 10a allowing the bolt 3 to be screwed thereinto, and having an inclined plane P2 facing a first inclined plane P1 of the space part S2 with an undercut; and an expansion member 20 fixed to the bolt 3 and having an extended piece 22 making the bolt 3 advance so as to fill a clearance R between the first inclined plane P1 of the space part S2 with the undercut and the second inclined plane P2 of the piece member 10 while screwing the bolt 3 into the screw hole 10a of the piece member 10.
摘要翻译：要解决的问题：提供具有适当构造性的后置锚固件及其施工方法。解决方案：后置锚固件1由以下部件构成：具有嵌入锚固件的杆形螺栓（具有螺钉的锚固体）3 孔S; 设置在具有底切的空间部分S2中的零件10，具有允许螺栓3旋入其中的螺钉孔10a，并且具有与底切相对的空间部分S2的第一倾斜平面P1的倾斜平面P2; 以及固定在螺栓3上并且具有使螺栓3前进的延伸片22以便填充空间部分S2的第一倾斜平面P1与底切之间的间隙R和第二倾斜平面P2的延伸部件20。同时将螺栓3拧入件件10的螺纹孔10a中。

45. 发明专利

JP2014134051A Method for measuring air content of grout material subjected to upward construction 有权
标题翻译：用于测量未经施工的砂土材料的空气含量的方法
公开(公告)号：JP2014134051A
公开(公告)日：2014-07-24
申请号：JP2013003325
申请日：2013-01-11
申请人： Kajima Corp , 鹿島建設株式会社 , Kajima Renovate Kk , カジマ・リノベイト株式会社
发明人： YAMANOBE SHINICHI , FURUICHI KOSUKE , KANEMITSU YOSHIHISA , TAMANO KEIGO , UEDA MASAAKI , SANUKI TAKESHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To measure the air content of a grout material subjected to upward construction.SOLUTION: A container body 22 is regarded as a shear reinforcement member insertion hole, and an opening 22a of the container body 22 is directed downward so that the container body 22 can be vertically arranged. A grout material is injected upward and infilled into the container body 22, through the opening 22a of the container body 22. A lid body is attached to the opening 22a of the container body 22, the container body 22 is hermetically closed, and pressure within the container body 22 filled with the grout material is measured. Thus, the air content of the grout material subjected to upward construction is measured.
摘要翻译：要解决的问题：测量经过向上施工的灌浆材料的空气含量。解决方案：容器主体22被认为是剪切加强构件插入孔，容器主体22的开口22a向下指向，容器主体22可以垂直布置。通过容器主体22的开口部22a将灌浆材料向上方注入并充填到容器主体22中。将盖体安装在容器主体22的开口22a上，将容器主体22气密地封闭，测量填充有浆料的容器主体22。因此，测量经向上施工的灌浆材料的空气含量。

46. 发明专利

JP2013241746A FIXING STRUCTURE OF PCa MOLD 有权
标题翻译： PCa模具固定结构
公开(公告)号：JP2013241746A
公开(公告)日：2013-12-05
申请号：JP2012114347
申请日：2012-05-18
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YOSHIDA SACHIKO , HONDA TOMOAKI , FURUICHI KOSUKE , YAMANOBE SHINICHI , ICHINOMIYA TOSHIMICHI , TAIRA YOHEI , KONO TETSUYA , OKUBO KAZUMASA
IPC分类号： E04B2/86 , E02D27/01
摘要： PROBLEM TO BE SOLVED: To reduce a total steel material amount by using fixed metal fittings of a PCa mold also as lateral reinforcing bars, to save time and efforts for disposing a separator while avoiding reinforcing bars required in design, and further, to easily and promptly perform fixing.SOLUTION: At an inner surface side of a PCa mold 1, an angle metal fitting 2 is provided beforehand with which a recess 3 for hanging a mechanical fixture 5 thereon is formed intermittently. A shear reinforcement steel bar 4 with the mechanical fixture 5 mounted in the distal end thereof is hung on the recess 3 of the angle metal fitting 2 in such a manner as to lock the mechanical fixture 5, such that the PCa mold 1 is fixed.
摘要翻译：要解决的问题：通过使用PCa模具的固定金属配件也作为横向钢筋来减少总钢材量，以节省设计隔板的时间和努力，同时避免设计中需要的钢筋，并且进一步简化和及时进行固定。解决方案：在PCa模具1的内表面侧预先设置角金属配件2，间隙地形成有用于将机械固定件5悬挂在其上的凹部3。将安装在其前端的机械固定装置5的剪切钢筋4挂在角金属配件2的凹部3上，以使得机械固定装置5锁定，使得PCa模具1固定。

47. 发明专利

JP2012197572A Shear reinforce member fixation method 有权
标题翻译：剪切强度会员固定方法
公开(公告)号：JP2012197572A
公开(公告)日：2012-10-18
申请号：JP2011061222
申请日：2011-03-18
申请人： Kajima Corp , Kajima Renovate Kk , カジマ・リノベイト株式会社 , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , FURUICHI KOSUKE , SOGABE NAOKI , KANEMITSU YOSHIHISA , KOKAMI HIROAKI , UEDA MASAAKI , SANUKI TAKESHI
IPC分类号： E04G23/02 , E04C5/12
摘要： PROBLEM TO BE SOLVED: To provide a shear reinforcement member fixation method capable of sufficiently fixing a shear reinforcement member to a structural body without requiring an increase in a size of a device and a large amount of a grout material.SOLUTION: In performing shear reinforcement of a concrete structural body 1, a shear reinforcement member fixation method comprises the steps of: boring a closed-end shear reinforcement member insertion hole 2 in a concrete structural body 1; installing a grout material storage tank 6 at an opening section of the shear reinforcement member insertion hole 2; filling the shear reinforcement member insertion hole 2 with a grout material in a fluid condition; sequentially inserting divided members 31 to 33, which are prepared by dividing a shear reinforcement member 3 and to be connected with couplers 5, into the shear reinforcement member insertion hole; and fixing the shear reinforcement member 3 to the shear reinforcement member insertion hole 2 by hardening the grout material.
摘要翻译：要解决的问题：提供一种能够在不需要增加装置的尺寸和大量的灌浆材料的情况下将剪切增强构件充分地固定到结构体上的剪切增强构件固定方法。解决方案：在进行混凝土结构体1的剪切加固时，剪切加固构件固定方法包括以下步骤：将混凝土结构体1中的封闭端剪切加强构件插入孔2镗孔; 在剪切加强构件插入孔2的开口部分安装灌浆材料储存罐6; 用流体状态的灌浆材料填充剪切加强构件插入孔2; 依次插入通过将剪切加强件3分割并与耦合器5连接而制成的分割件31至33到剪切加强件插入孔中; 并通过硬化灌浆材料将剪切加强件3固定到剪切加强件插入孔2上。版权所有（C）2013，JPO＆INPIT

48. 发明专利

JP2012197571A Shear reinforce member fixation method 有权
标题翻译：剪切强度会员固定方法
公开(公告)号：JP2012197571A
公开(公告)日：2012-10-18
申请号：JP2011061218
申请日：2011-03-18
申请人： Kajima Corp , Kajima Renovate Kk , カジマ・リノベイト株式会社 , 鹿島建設株式会社
发明人： YAMANOBE SHINICHI , FURUICHI KOSUKE , SOGABE NAOKI , KANEMITSU YOSHIHISA , KOKAMI HIROAKI , UEDA MASAAKI , SANUKI TAKESHI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a shear reinforcement member fixation method capable of sufficiently fixing a shear reinforcement member to a structural body by appropriately filling a grout material in a shear reinforcement member insertion hole without requiring an increase in a size of a device and a large amount of the grout material.SOLUTION: In performing shear reinforcement of a concrete structural body 1, a shear reinforcement member fixation method comprises the steps of: boring a shear reinforcement member insertion hole 2, which is a through-hole, in the concrete structural body 1; inserting a shear reinforcement member 3 thereinto; installs grout material storage tanks 4 at outer sides of both opening sections of the shear reinforcement insertion hole 2; filling the shear reinforcement member insertion hole 2 with a grout material in a fluid condition while receiving the grout material flowing out from the shear reinforcement member insertion hole 2 in the grout material storage tanks 4; and fixing the shear reinforcement member 3 to the shear reinforcement insertion hole 2 by hardening the grout material after substantively filling the shear reinforcement insertion hole 2 with the grout material.
摘要翻译：要解决的问题：提供一种剪切增强构件固定方法，其能够通过在剪切加强构件插入孔中适当地填充灌浆材料而将剪切增强构件充分地固定到结构体，而不需要增加尺寸装置和大量的灌浆材料。解决方案：在执行混凝土结构体1的剪切加固时，剪切加固构件固定方法包括以下步骤：在混凝土结构体1中钻孔作为通孔的剪切加强件插入孔2; 在其中插入剪切加强件3; 在剪切加强件插入孔2的两个开口部分的外侧安装灌浆材料储存罐4; 在接收从灌浆材料储存罐4中的剪切加强构件插入孔2流出的灌浆材料的同时，在流体状态下用灌浆材料填充剪切加强构件插入孔2; 并且通过在用灌浆材料实质性地填充剪切加强件插入孔2之后硬化灌浆材料，将剪切增强构件3固定到剪切加强件插入孔2。版权所有（C）2013，JPO＆INPIT

49. 发明专利

JP2011236675A Underwater foundation construction method and outer shell section structure 有权
标题翻译：水下基础施工方法和外壳结构
公开(公告)号：JP2011236675A
公开(公告)日：2011-11-24
申请号：JP2010110104
申请日：2010-05-12
申请人： Kajima Corp , 鹿島建設株式会社
发明人： SOGABE NAOKI , YAMANOBE SHINICHI , FURUICHI KOSUKE , ICHINOMIYA TOSHIMICHI
IPC分类号： E02D27/18 , E02D27/52
摘要： PROBLEM TO BE SOLVED: To provide a construction method of an underwater foundation of which center-of-gravity position can be adjusted so that it becomes a stable floating body while being towed, without unnecessarily increasing the weight of a sidewall and a floor slab of the underwater foundation, and an outer shell section structure.SOLUTION: A plurality of outer shell members 7 are continuously arranged along a top face 25 of a side wall 5 provided around the bottom slab 3 of a caisson 1, and the outer shell members 7 and the side wall 5 are fixed by a PC steel 11 to install an outer shell section structure 14. The caisson 1 with the outer shell section structure 14 installed is moved to water surface and arranged by putting a weight body 39 such as seawater, sand or ballast into the inside 37 thereof, to adjust the center-of-gravity position of the caisson 1. Thereafter, the caisson 1 is towed up to a position above an installation planned position and filling sand 45 is put into the inside thereof to immerge the caisson 1 at the installation planned position and place upper floor concrete 47. Thereafter, water is poured into the inside 49 of the caisson 1 and tensioning force of the PC steel 11 is released to remove outer shell members 7 from the top face 25 of the side wall 5, and then the PC steel 11 projecting from the side wall 5 is cut off.
摘要翻译：要解决的问题：提供一种可以调节重心位置的水下基础的施工方法，使其在被拖曳的同时成为稳定的浮体，而不必增加侧壁的重量和水下基础的地板和外壳部分结构。解决方案：多个外壳构件7沿着设置在沉箱1的底板3周围的侧壁5的顶面25连续地布置，外壳构件7和侧壁5由安装外壳部分结构14的PC钢11.将安装有外壳部分结构14的沉箱1移动到水面并通过将诸如海水，沙子或镇流器的重量体39放入其内部37中而布置，调整沉箱1的重心位置。此后，将沉箱1拖到高于安装计划位置的位置，并将填充砂45放入其内部以将沉箱1浸入安装计划位置并放置上层混凝土47.此后，将水倒入沉箱1的内部49中，释放PC钢11的张力，从侧壁5的顶面25除去外壳构件7，然后将 PC钢11项目从侧壁5的切割被切断。版权所有（C）2012，JPO＆INPIT

50. 发明专利

JP2010248746A Embedded form 有权
标题翻译：嵌入式表格
公开(公告)号：JP2010248746A
公开(公告)日：2010-11-04
申请号：JP2009097631
申请日：2009-04-14
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KONO TETSUYA , YAMANOBE SHINICHI , FURUICHI KOSUKE , ICHINOMIYA TOSHIMICHI
IPC分类号： E04B1/16 , E01D19/12 , E04B5/23
摘要： PROBLEM TO BE SOLVED: To provide an embedded form with high durability which is constituted as a lightweight and low-profile type by making the used amount of a material small, can be easily manufactured and constructed, and can make a span long.
SOLUTION: A rib 1 of the embedded form 11 and a slab 3 thereof are separately manufactured. In the rib 1, a part joined to the slab 3 has a curved surface 5. In the formation of the embedded form 11, the rib 1 and the slab 3 are joined to each other by joining tools 13 while a top surface 7 of the slab 3 is positioned along the curved surface 5 of the rib 1. The joining tools 13 are arranged at a predetermined space in the axial direction of the embedded form 11. The shape of the curved surface 5 is set so that the rib 1 and the slab 3 can generate initial deflection (initial stress) when they are joined to each other. In the embedded form 11, compressive stress is pre-generated on the undersurface 9 of the slab 3 in a state of joining the rib 1 and the slab 3 to each other, so that tensile stress generated on the undersurface 9 of the slab 3 in the placing of post-cast concrete 27 can be reduced.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供通过使材料的使用量变小而构成的重量轻且薄型的高耐久性的嵌入形式，可以容易地制造和构造，并且可以使跨度长。解决方案：分别制造嵌入形式11的肋1和板3。在肋1中，与板坯3接合的部分具有弯曲表面5.在嵌入形式11的形成中，肋1和板坯3通过接合工具13而彼此接合，同时，板坯3沿着肋1的弯曲表面5定位。接合工具13沿嵌入形式11的轴向方向布置在预定的空间。弯曲表面5的形状设置成使得肋1和板坯3在彼此接合时可产生初始偏转（初始应力）。在嵌入形式11中，在将肋1和板坯3彼此接合的状态下，在板坯3的下表面9上预先产生压缩应力，使得在板坯3的下表面9上产生的拉伸应力可以减少后浇混凝土27的放置。版权所有（C）2011，JPO＆INPIT

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