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1. 发明专利

JP2013241734A Concrete form connection hardware 有权
标题翻译：混凝土形式连接硬件
公开(公告)号：JP2013241734A
公开(公告)日：2013-12-05
申请号：JP2012114041
申请日：2012-05-18
申请人： Okabe Co Ltd , 岡部株式会社
发明人： SONOBE YUJI , SUGINO KEISUKE
IPC分类号： E04G17/02
摘要： PROBLEM TO BE SOLVED: To provide concrete form connection hardware that enables even an unskilled worker firstly to drive the concrete form connection hardware into a crosspiece of a concrete form straight in plan view and easily remove the concrete form connection hardware when removing the concrete form, and secondary to easily confirm whether the concrete form connection hardware is correctly mounted on the crosspiece and a defect of a held part of the crosspiece.SOLUTION: A lengthwise length L1 of a hit surface part 12a is set to be equal to or less than a minimum interval L2 between inner side faces 11a and 11a of a pair of holding piece parts 11, 11. A base part 12 between a holding space 13 and a first opening part 12b is provided with a pair of abutting piece parts 12d, 12d which extend from base end part sides of the pair of holding piece parts 11, 11 toward the center between the pair of holding piece parts 11 and 11 respectively and abut against a front side face of the crosspiece when concrete form connection hardware 1 is fitted, and a second opening part 12c which communicates with the holding space 13 through a gap between tip parts of the pair of abutting piece parts 12d, 12d.
摘要翻译：要解决的问题：提供具体的连接硬件，使得即使是不熟练的工人也能够将混凝土形式的连接硬件在平面图中直接驱动到具体形式的横梁中，并且在移除混凝土形式时容易地移除混凝土结构连接硬件，并且辅助以容易地确认混凝土结构连接硬件是否正确地安装在横梁上，并且横梁的保持部分的缺陷。解决方案：命中表面部分12a的纵向长度L1被设置为等于或小于一对保持片11,11的内侧面11a，11a之间的最小间隔L2。保持空间13与第一开口部12b之间的基部12设置有一对抵接片12d，12d，从一对保持片部件11,11的基端部侧分别朝向一对保持片部件11,11之间的中心，并且抵靠在该交叉部件的前侧面混凝土形成连接硬件1的部件，以及通过一对抵接片部分12d，12d的尖端部分之间的间隙与保持空间13连通的第二开口部分12c。

2. 发明专利

JP2012057307A Steel plate connecting device 有权
标题翻译：钢板连接装置
公开(公告)号：JP2012057307A
公开(公告)日：2012-03-22
申请号：JP2010198821
申请日：2010-09-06
申请人： Okabe Co Ltd , 岡部株式会社
发明人： SONOBE YUJI , UTSUMI YOSHITO , OKUBO SUNAO
IPC分类号： E04B2/86
摘要： PROBLEM TO BE SOLVED: To provide a steel plate connecting device capable of easily guiding the distal end part of a connecting rod attached to one steel plate to a corresponding attaching position of the other opposing steel plate and surely connecting them when connecting the steel plates.SOLUTION: The steel plate connecting device includes: a connecting rod 11 for connecting steel plates 2a and 2b arranged facing each other; a first connecting member 12 which is attached to the distal end of the connecting rod 11 on the proximal end part side, has a screw hole, and has a part 123 to be guided with a tapered surface 123a in a tapered shape formed on the distal end part side; a second connecting member 13 whose proximal end part side is fixed to an attaching hole peripheral edge 21b on the inner side of the steel plate 2b, and distal end part side has a guide part 131 with a tapered surface 131a in a so-called cone shape to guide and fit the part 123 to be guided of the first connecting member 12; and a bolt 14 or the like to be inserted from the front side of the steel plate 2b to the attaching hole 21b, screwed to the screw hole of the first connecting member 12 through the second connecting member 13 and screw-connected.
摘要翻译：要解决的问题：提供一种钢板连接装置，其能够容易地将安装在一个钢板上的连杆的前端部引导到另一个相对的钢板的相应的安装位置，并且当连接钢板。解决方案：钢板连接装置包括：用于连接彼此面对的钢板2a和2b的连接杆11; 在基端部侧连接于连杆11的前端的第一连接部件12具有螺纹孔，并且具有被形成为锥形的锥形面123a的部分123，端部侧第二连接构件13，其基端侧固定在钢板2b的内侧的安装孔周缘21b上，前端部侧具有导向部131，该导向部131具有锥形面131a，位于所谓的锥体形状以引导和装配待由第一连接构件12引导的部分123; 以及从钢板2b的前侧插入到安装孔21b的螺栓14等，通过第二连接部件13螺合到第一连接部件12的螺纹孔，螺纹连接。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2000038803A SLIPPAGE PREVENTION STRUCTURE FOR BOTH MEMBERS IN COMPOSITE STRUCTURAL BODY OF STEEL PLATE AND CONCRETE 失效
公开(公告)号：JP2000038803A
公开(公告)日：2000-02-08
申请号：JP20549898
申请日：1998-07-21
申请人： NIPPON STEEL CORP , OKABE CO LTD
发明人： HIROZAWA NORIYUKI , TAZAKI KAZUYUKI , ISHIDA MUNEHIRO , ERA YOSHIYUKI , SONOBE YUJI
IPC分类号： E04C3/293 , E04C3/36
摘要： PROBLEM TO BE SOLVED: To provide a slippage prevention structure for increasing execution efficiency and strength of both members in a composite structural body of a steel plate and concrete, and an execution method thereof. SOLUTION: A slippage prevention structure is positioned at a boundary surface between both members in a composite structural body of a steelplate 1 and concrete, and a joint steel pipe 27 is welded to the steel plate 1. Then, this joint steel pipe 27 is connected to a shearing reinforcement 29 embedded in the concrete 5 and having required pulling resistance force with one of screw work joint, screw knot reinforcing joint, binding joint, molten metal filling joint and mortar filling joint or joint combined with them.

4. 发明专利

JPH04309665A BEAM MOLD SUPPORT UNIT 失效
公开(公告)号：JPH04309665A
公开(公告)日：1992-11-02
申请号：JP10373691
申请日：1991-04-08
申请人： OKABE CO LTD
发明人： OTAKE FUMIO , HIROKAWA YOSHIKAZU , NAGAO KOJI , SONOBE YUJI
IPC分类号： E04G11/40 , E04G17/18 , E04G25/04
摘要： PURPOSE:To obtain a beam mold support unit, assembly and disassembly of which are facilitated and which can be assembled accurately with a simple adjusting mechanism without using a separator especially and which can be formed into a unit without using a special support member and of which volume to be occupied by one unit at the time of disassembly and movement is small. CONSTITUTION:A beam side surface mold 2 and a beam bottom surface mold 3 are bonded at bonding parts thereof freely to turn to form a unit of a beam mold B. Vertical load of this beam mold B is supported by a sleeper member 7 and a support 24. The beam side surface mold 2 is supported by a beam side surface mold supporting member D, which is fitted to the sleeper member 7 through a bolt and nut 14 freely to turn. The support 24 is extended at the time of assembly to support the beam mold B or the like, and is shrunken at the time of disassembly and movement to be tuned for housing to the beam mold B side.

5. 发明专利

JP2014211021A 水平スリット材支持具及びスリット構造有权
标题翻译：水平滑动构件支撑和滑动结构
公开(公告)号：JP2014211021A
公开(公告)日：2014-11-13
申请号：JP2013086977
申请日：2013-04-17
申请人：岡部株式会社 , Okabe Co Ltd , ドラーフタイト工業株式会社 , Doraafutaito Kogyo Kk
发明人： SONOBE YUJI , OKUBO SUNAO , FUKUYAMA TAKASHI , KURASHIMA TADASHI , NISHIKAWA MASAYUKI , HASE TOMOYUKI
IPC分类号： E04G9/10 , E04G15/06 , E04G21/02
CPC分类号： E04G15/06 , E04G21/02 , E04G9/10
摘要：【課題】コンクリート打継部において、止水性能を確保しつつ、一方のコンクリート部分と他方のコンクリート部分とをより確実に縁切りすることが可能な水平スリット材支持具及びスリット構造を提供する。【解決手段】梁1に外壁2を打ち継ぐコンクリート打継部Xで、目地3に対して間隔を隔てて併設される水平スリット材4を支持するための水平スリット材支持具5であって、梁に、目地と水平スリット材の間に位置させて設置される第一支持部材8と、外壁に、第一支持部材と互いに向かい合わせて、目地と水平スリット材の間に設置される第二支持部材9と、弾性素材で形成され、これら第一支持部材と第二支持部材の間に設けられる止水部材10とからなる。【選択図】図1
摘要翻译：要解决的问题：提供一种水平狭缝构件支撑和狭缝结构，能够在混凝土浇筑接头部分中确保切割性能的同时确切地切割一个混凝土部件和其他混凝土部件。解决方案：A 水平狭缝构件支撑件5用于支撑水平狭缝构件4，该水平狭缝构件4通过用于将外壁2放置在梁1上的混凝土放置接合部分X以一定间隔并置到接头3，并且包括：第一支撑件构件8定位并安装在梁上的接头和水平狭缝构件之间; 第二支撑构件9，其在外壁上与第一支撑构件相对并且安装在接头和水平狭缝构件之间; 以及由弹性材料形成并设置在这些第一支撑构件和第二支撑构件之间的截水构件10。

6. 发明专利

JP2012127104A Concrete form separator connecting metal fitting 审中-公开
标题翻译：混凝土形式分离器连接金属接头
公开(公告)号：JP2012127104A
公开(公告)日：2012-07-05
申请号：JP2010279121
申请日：2010-12-15
申请人： Okabe Co Ltd , 岡部株式会社
发明人： MATSUYAMA HIDEO , SONOBE YUJI
IPC分类号： E04G17/065 , E04G17/06
摘要： PROBLEM TO BE SOLVED: To provide a concrete form separator connecting metal fitting from which a separator is not easily removed.SOLUTION: On each of both left and right side faces 112L and 112R of a connecting metal fitting body 11, two lines of cuts are made to the middle from the upper side to the lower side. Thereafter, the upper side is bent inwards such that the height of the distal end of a side face bend part 112L1 on the side of the left side face 112L is higher than the height of the distal end of a side face bed part 112R1 on the side of the right side face 112R in the vertical direction on the figure by making a bend angle θof the side face bend part 112R1 on the right side face 112R larger than a bend angle θof the side face bend part 112L1 on the side of the left side face 112L, and a pair of the side face bend parts 112L1 and 112R1 which are projected inside the connecting metal fitting body 11 from both of the left and right side faces 112L and 112R to retain a screw part 2b at the distal end of a separator 2.
摘要翻译：要解决的问题：提供一种连接金属配件的混凝土形式分离器，其中分离器不容易从中去除。解决方案：在连接金属配件主体11的左右侧面112L和112R中的每一个上，从上侧到下侧形成两条切口。此后，上侧向内弯曲，使得侧面弯曲部112L1在左侧面112L侧的高度高于左侧面112L侧面侧基部112R1的前端的高度通过使右侧面112R上的侧面弯曲部112R1的弯曲角θ R1 大于弯曲部的右侧面112R的右侧面112R的上下方向的一侧侧面弯曲部112L1的左侧面112L侧的角度θ L1 ，以及一对侧面弯曲部112L1，112R1，金属配件主体11从左右侧面112L和112R两者中分离，以将螺钉部分2b保持在分离器2的远端。版权所有（C）2012，JPO＆INPIT

7. 发明专利

JP2012122227A Form support metallic fitting for aseismatic reinforcement 有权
标题翻译： FORM支持金属加固的金属配件
公开(公告)号：JP2012122227A
公开(公告)日：2012-06-28
申请号：JP2010272686
申请日：2010-12-07
申请人： Okabe Co Ltd , 岡部株式会社
发明人： FUKUYAMA TAKASHI , SONOBE YUJI
IPC分类号： E04G17/14 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide a form support fitting for aseismatic reinforcement that is capable of surely and stably fixing a sheathing board and a batten material (through batter) to the under surface of the lower flange of an H-shaped steel beam so as not to be damaged and tilted.SOLUTION: A form support metallic fitting for aseismatic reinforcement comprises a flange pressing member 11 for pressing the lower flange 2FL of an H-shaped steel beam 2 for aseismatic reinforcement from the upper surface side by using a main fixing bolt 14, a form support material 12 for supporting via a batten material (through batter) a sheathing board 3 disposed in contact with the undersurface of the lower flange 2FL of the H-shaped steel beam 2 and a connection member 13 for connecting the flange pressing member and the form support material 12 to each other at the respective base portions. The form support material 12 is mounted with a height adjustment bolt 16 that is attached so as to be able to adjust vertical heights relative to the form support material 12, abuts the undersurface of the lower flange 2FL of the H-shaped steel beam 2 by adjusting the height and thereby supports the H-shaped steel beam 2 from the undersurface side of the lower flange 2FL.
摘要翻译：要解决的问题：提供一种能够可靠且稳定地将护板和板条材料（通过面糊）固定到H形钢的下凸缘的下表面的抗震加强件的形式支撑配件梁，以免损坏和倾斜。解决方案：用于抗震加强件的支撑金属配件包括：凸缘压紧构件11，用于通过使用主固定螺栓14从上表面侧按压用于抗震加强的H形钢梁2的下凸缘2FL，形成支撑材料12，用于经由板条材料（通过面糊）支撑设置成与H形钢梁2的下凸缘2FL的下表面接触的护套板3和用于连接凸缘按压构件和在相应的基部处形成支撑材料12。形式支撑材料12安装有高度调节螺栓16，该高度调节螺栓16被安装成能够相对于形式支撑材料12调节垂直高度，通过以下方式邻接H形钢梁2的下凸缘2FL的下表面：调整高度，从而从下凸缘2FL的下表面侧支撑H形钢梁2。版权所有（C）2012，JPO＆INPIT

8. 发明专利

JP2012046917A Earthquake strengthening form supporting metal fitting 有权
标题翻译：地震加强形式支撑金属接头
公开(公告)号：JP2012046917A
公开(公告)日：2012-03-08
申请号：JP2010188270
申请日：2010-08-25
申请人： Okabe Co Ltd , 岡部株式会社
发明人： FUKUYAMA TAKASHI , SONOBE YUJI
IPC分类号： E04G23/02 , E04G17/06
摘要： PROBLEM TO BE SOLVED: To provide an earthquake strengthening form supporting metal fitting, capable of improving workability when attaching an earthquake strengthening form to an earthquake strengthening frame comprising an H-shaped steel.SOLUTION: The earthquake strengthening form supporting metal fitting includes: a main material 11; a first fixed vertical material 12 fixed to one end side of the main material 11 and extended in a vertical direction to the main material 11; a movable vertical material 13 slidably attached to the main material 11 and extended in the vertical direction to the main material; a second fixed vertical material 14 fixed to the other end side of the main material 11 and extended in the vertical direction to the main material 11; and an adjustment bolt 15 rotatably attached to the second fixed vertical material 14 and rotatably supported by the movable vertical material 13 at the distal end, for determining the slide amount of the movable vertical material 13 by being rotated and moved to the front and back and stopping the movable vertical material 13 by an optional slide amount.
摘要翻译：要解决的问题：提供一种支撑金属配件的抗震加强形式，当将抗震强化形式附着在包括H型钢的抗震框架时，能够提高加工性。解决方案：支撑金属配件的地震加固形式包括：主材料11; 第一固定垂直材料12，其固定在主材料11的一端侧，并沿垂直方向延伸到主材料11; 可移动的垂直材料13，其可滑动地附接到主材料11并且在垂直方向上延伸到主材料; 第二固定垂直材料14，固定在主材料11的另一端侧，并沿垂直方向延伸到主材料11; 以及可旋转地安装在第二固定垂直材料14上并由远端可移动垂直材料13可旋转地支撑的调节螺栓15，用于通过旋转和移动到前后来确定可移动垂直材料13的滑动量，以可选的滑动量停止可移动垂直材料13。版权所有（C）2012，JPO＆INPIT

9. 发明专利

JP2012007326A Support device of concrete floating form 有权
标题翻译：混凝土浮选形式的支撑装置
公开(公告)号：JP2012007326A
公开(公告)日：2012-01-12
申请号：JP2010142526
申请日：2010-06-23
申请人： Okabe Co Ltd , 岡部株式会社
发明人： MURASATO YOSHIAKI , SONOBE YUJI
IPC分类号： E04G17/06 , E04G13/06 , E04G17/065
摘要： PROBLEM TO BE SOLVED: To secure a required cover thickness by easily removing a supporting material from a placing surface after placing of concrete to form a recessed part, and for example, injecting concrete in the recessed part.SOLUTION: A form supporting material 4 supported by a reinforcement assembly 3 is provided in a concrete placing space 2, and a bearing member 6 is detachably attached to the upper end part of a vertical member 5 of the form supporting material 4, the bearing member 6 bearing the lower end face of a floating form 1 at an interval from the upper end part. The bearing member 6 consists of an inverted cone-like block body. A female thread 6a screwed with a male thread 5a provided in the upper end of the vertical member 5 is provided at an axial position of the lower end face of the small diameter side of the block body, while the locking section of a tool for turning the block body is provided on the upper end face of the large diameter side.
摘要翻译：要解决的问题：通过在放置混凝土以形成凹部之后容易地从放置表面移除支撑材料，并且例如在凹部中注入混凝土，来确保所需的盖厚度。解决方案：在混凝土放置空间2中设置由加强组件3支撑的支撑材料4，并且支承构件6可拆卸地安装在支撑材料4的垂直构件5的上端部，轴承构件6以与上端部分间隔的方式支承浮动形式1的下端面。轴承构件6由倒锥形块体组成。设置在垂直构件5的上端的外螺纹5a的内螺纹6a设置在块体的小直径侧的下端面的轴向位置，而转动用工具的锁定部块体设置在大直径侧的上端面上。版权所有（C）2012，JPO＆INPIT

10. 发明专利

JP2010156130A Method for designing reinforcement supporting base, and the reinforcement supporting base 有权
标题翻译：用于设计加固支撑基座的方法以及加固支撑基座
公开(公告)号：JP2010156130A
公开(公告)日：2010-07-15
申请号：JP2008334364
申请日：2008-12-26
申请人： Okabe Co Ltd , 岡部株式会社
发明人： OKAYASU YOSHIYUKI , SONOBE YUJI , HENMI TERUKO
IPC分类号： E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide a method for rationally designing a reinforcement supporting base for supporting a reinforcement in work for arranging a foundation reinforcement etc. in a reinforced concrete structure, and the reinforcement supporting base obtained by the method.
SOLUTION: This reinforcement supporting base 10 includes an upper support 11 which is composed of a deformed reinforcement, and a lower support 12 which is composed of an angle bar. The material, specification, length, etc. of each support are selected so that the ratio of buckling strength of the upper support 11 to that of the lower support 12 can fall within a range of 0.85-1.79. Thus, when the load exceeding the maximum load is applied, the upper and lower supports 11 and 12 are integrated so as to buckle together in a wholly curved shape without generating a local buckling. This enables the performance of each support to be utilized to the utmost, and enables design with less waste. Additionally, duplication of applicable range among the kinds, whose height applicable range are adjacent to each other, is reduced so as to have a fewer assortment.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种合理设计用于在用于在钢筋混凝土结构中布置地基加强等的作业中支撑钢筋的加固支撑基座和通过该方法获得的加固支撑基底的方法。解决方案：该加强支撑基座10包括由变形的加强件构成的上支撑件11和由角杆构成的下支撑件12。选择每个支撑件的材料，规格，长度等，使得上支撑件11的屈曲强度与下支撑件12的屈曲强度的比可以落在0.85-1.79的范围内。因此，当施加超过最大负载的载荷时，上部和下部支撑件11和12被一体地成一体地弯曲成一体而不产生局部屈曲。这使得能够最大限度地利用每个支持的性能，并且能够以更少的浪费实现设计。另外，减小了其高度适用范围彼此相邻的种类之间的适用范围的重复，从而具有较少的种类。版权所有（C）2010，JPO＆INPIT

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