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    • 42. 发明专利
    • Construction method of post construction anchor
    • 后施工锚杆施工方法
    • JP2004162295A
    • 2004-06-10
    • JP2002326948
    • 2002-11-11
    • Kajima Corp鹿島建設株式会社
    • TAJIMA SHINICHIFURUICHI KOSUKEETSUDO HIROYUKIMORIHIRA KOJI
    • E04B1/41E04C5/12
    • PROBLEM TO BE SOLVED: To provide a construction method of a post construction anchor for filling a filler for preventing the rust and run-out of the anchor without a risk of leaking out of an anchor hole when forming the anchor hole in the lateral direction (the horizontal direction) and the upward vertical direction.
      SOLUTION: In this construction method of the additional construction anchor, a diametrally expansive part is formed by diametrally expansively cutting a hole wall in the anchor hole formed in an existing concrete structure; anchor hardware is inserted into this anchor hole; a diametrally expansive metal fitting of the anchor hardware is pushed in and expanded by a tool; this metal fitting is engaged with the diametrally expansive part of the hole wall: and the filler is filled in a clearance between the anchor hardware and the anchor hole. Resin having a small contraction quantity and superior in filling performance to narrow the clearance is precedently filled in the tip of the anchor hole 2 as the filler 11 to the anchor hole, and after inserting the anchor hardware, a nonshrink filler is filled in a clearance between a screw bar and the anchor hole.
      COPYRIGHT: (C)2004,JPO
    • 要解决的问题:提供一种用于填充填料的后施工锚固件的施工方法,用于防止在锚固孔中形成锚定孔时从锚孔漏出的危险,防止锚固孔的生锈和脱落 横向(水平方向)和向上的垂直方向。 解决方案:在这种附加结构锚的施工方法中,通过在现有混凝土结构中形成的锚孔中径向切割孔壁形成直径膨胀部分; 锚固件插入该锚孔; 锚具硬件的直径膨胀的金属配件被工具推入并膨胀; 该金属配件与孔壁的直径膨胀部分接合,并且填料填充在锚固件与锚定孔之间的间隙中。 作为填料11的锚定孔2的前端,在锚定孔的前端填充有收缩量小,填充性能优异的树脂,在插入锚固件后,将非金属填充物填充到间隙 在螺杆和锚孔之间。 版权所有(C)2004,JPO
    • 44. 发明专利
    • ねじ節鉄筋用定着具の取付構造
    • 螺旋加固棒的配置结构
    • JP2015059313A
    • 2015-03-30
    • JP2013192161
    • 2013-09-17
    • 鹿島建設株式会社Kajima Corp
    • YAMANOBE SHINICHIFURUICHI KOSUKEITO MASAMICHI
    • E04C5/12
    • 【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
    • 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。
    • 45. 发明专利
    • あと施工アンカー及びその施工方法
    • 后安装锚及其施工方法
    • JP2015034435A
    • 2015-02-19
    • JP2013166467
    • 2013-08-09
    • 鹿島建設株式会社Kajima Corp
    • FURUICHI KOSUKE
    • E04B1/41F16B13/06F16B35/04
    • 【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
    • 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。
    • 46. 发明专利
    • After-constructed anchor and construction method thereof
    • 后构造锚杆及其构造方法
    • JP2014148802A
    • 2014-08-21
    • JP2013017224
    • 2013-01-31
    • Kajima Corp鹿島建設株式会社
    • FURUICHI KOSUKEHONDA TOMOAKI
    • E04B1/41
    • 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.
    • 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。
    • 49. 发明专利
    • Shear reinforce member fixation method
    • 剪切强度会员固定方法
    • JP2012197572A
    • 2012-10-18
    • JP2011061222
    • 2011-03-18
    • Kajima CorpKajima Renovate Kkカジマ・リノベイト株式会社鹿島建設株式会社
    • YAMANOBE SHINICHIFURUICHI KOSUKESOGABE NAOKIKANEMITSU YOSHIHISAKOKAMI HIROAKIUEDA MASAAKISANUKI TAKESHI
    • E04G23/02E04C5/12
    • 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.
    • 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
    • 50. 发明专利
    • Shear reinforce member fixation method
    • 剪切强度会员固定方法
    • JP2012197571A
    • 2012-10-18
    • JP2011061218
    • 2011-03-18
    • Kajima CorpKajima Renovate Kkカジマ・リノベイト株式会社鹿島建設株式会社
    • YAMANOBE SHINICHIFURUICHI KOSUKESOGABE NAOKIKANEMITSU YOSHIHISAKOKAMI HIROAKIUEDA MASAAKISANUKI TAKESHI
    • E04G23/02
    • 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.
    • 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