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1. 发明专利

JP2014084573A Pile head joint structure 有权
标题翻译：桩头接头结构
公开(公告)号：JP2014084573A
公开(公告)日：2014-05-12
申请号：JP2012231860
申请日：2012-10-19
申请人： Okabe Co Ltd , 岡部株式会社
发明人： KADOYA HARUKATSU , WATANABE TORU , HIRAYAMA TAKAAKI , SUWA YUYA
IPC分类号： E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a pile head joint structure that enables stress transfer between a pile and a footing to be efficiently performed by securing predetermined bond strength without making the weld amount of a joint of a steel pipe and a connection member larger than necessary.SOLUTION: A pile head joint structure, in which a plurality of pile head reinforcement joint members 2 are provided along an outer peripheral surface of a pile head of such a pile 1 using a steel pipe 11 as a steel pipe concrete pile or a steel pipe pile, includes a cylindrical body 21 into which a pile head reinforcement is inserted and supported, and a pair of connection plates 22 and 22, the one-end sides of which are provided in such a state as to sandwich the cylindrical body 21 from both the sides and the other-end sides of which are welded to an outer peripheral surface of the steel pipe 11.
摘要翻译：要解决的问题：提供一种能够通过确保预定的接合强度而有效地进行桩和基脚之间的应力传递的桩头接头结构，而不会使钢管和连接构件的接头的焊接量大于必要解决方案：一种桩头接头结构，其中使用钢管11作为钢管混凝土桩或钢，沿着这种桩1的桩头的外周面设置有多个桩头加强接头构件2 管桩包括：桩头加强件插入并支撑在其中的圆筒体21;一对连接板22和22，其一端侧设置成将圆筒体21夹在中间的状态其两侧和另一端侧焊接在钢管11的外周面上。

2. 发明专利

JP2013113000A Structure for joining wooden members together 审中-公开
标题翻译：加入木材会员的结构
公开(公告)号：JP2013113000A
公开(公告)日：2013-06-10
申请号：JP2011260150
申请日：2011-11-29
申请人： Okabe Co Ltd , 岡部株式会社
发明人： KADOYA HARUKATSU , NISHIDA SHIGENORI
IPC分类号： E04B1/26 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a structure for joining wooden members together, which can increase shear strength in a joint part between the wooden members.SOLUTION: In a structure for joining wooden members such as a column 31 and a beam 32, a shear strength fitting 10, which protrudes from an outer periphery of a frame 11 in an approximately intermediate position of the frame 11 and which has a plate part 12 for receiving a shear force applied to the column 31 and the beam 32, and an anchor bolt 20, which connects the column 31 and the beam 32 together, are embedded in a joint part between the column 31 and the beam 32. This enables an increase in shear strength in the joint part between the wooden members such as the column 31 and the beam 32.
摘要翻译：要解决的问题：提供一种用于将木制构件连接在一起的结构，其可以增加木构件之间的接合部分中的剪切强度。解决方案：在用于连接诸如柱31和梁32的木构件的结构中，剪切强度配件10在框架11的大致中间位置从框架11的外周突出并且具有用于接收施加到柱31和梁32的剪切力的板部分12和将柱31和梁32连接在一起的锚定螺栓20嵌入在柱31和梁32之间的接合部分中这使得能够增加诸如柱31和梁32之类的木制构件之间的接合部分中的剪切强度。（C）2013年，JPO和INPIT

3. 发明专利

JP2013076255A Foundation reinforcement structure 审中-公开
标题翻译：基础加固结构
公开(公告)号：JP2013076255A
公开(公告)日：2013-04-25
申请号：JP2011216615
申请日：2011-09-30
申请人： Okabe Co Ltd , 岡部株式会社
发明人： KADOYA HARUKATSU , MURAYAMA SATOSHI , YOSHIDA MITSUHIRO , MARUYAMA YOSHITERU
IPC分类号： E02D27/08
摘要： PROBLEM TO BE SOLVED: To provide a foundation reinforcement structure which not only enables "construction with residents living there" including an environment, noises and the like but also enables an existing foundation to be reinforced by simply and reliably fixing a reinforcing plate to a foundation beam part on a narrow site.SOLUTION: In a foundation reinforcement structure, a plurality of reinforcing plates 4 having a truss structure are arranged in the longitudinal direction of a side surface 11a of an existing foundation 1; anchor bodies 5 are inserted into anchor insertion holes which are formed on the side surface 11a of the existing foundation 1 via attachment holes provided at least at four corners of each of the reinforcing plates 4; the anchor bodies 5 are fixed in the anchor insertion holes with an adhesive; and the reinforcing plates 4 are fixed to the existing foundation 1 by means of the anchor bodies 5 and nuts.
摘要翻译：要解决的问题：提供一种基础加固结构，其不仅能够使包括环境，噪声等在内的居民“建设”，还可以通过简单可靠地固定加强板来增强现有基础到一个狭窄的地点的基础梁部分。解决方案：在基础加固结构中，具有桁架结构的多个加强板4沿着现有基座1的侧面11a的纵向方向布置; 锚固体5插入到通过设置在每个加强板4的至少四个角处的连接孔形成在现有基座1的侧表面11a上的锚固插入孔中; 锚固体5用粘合剂固定在锚定插入孔中; 并且通过锚固体5和螺母将加强板4固定到现有的基座1上。版权所有（C）2013，JPO＆INPIT

4. 发明专利

JP2013072184A Connection member for pile head reinforcing bar, and pile head joint structure using the same 有权
标题翻译：用于桩头加固棒的连接构件和使用其的桩头结合结构
公开(公告)号：JP2013072184A
公开(公告)日：2013-04-22
申请号：JP2011210383
申请日：2011-09-27
申请人： Okabe Co Ltd , 岡部株式会社
发明人： KADOYA HARUKATSU , WATANABE TORU , SUWA YUYA
IPC分类号： E02D5/28 , E02D5/34 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a connection member that is reduced in weight while securing joining strength for a pile head part, and has a threadable engagement length easily confirmed without making a length of a male screw part formed at an end of a pile head reinforcing bar unnecessarily long, and a pile head joint structure using the same.SOLUTION: There is provided a connection member 1 which is provided in a plurality at suitable intervals along an outer peripheral surface of a steel pipe of a pile head part of a steel pipe concrete pile or a steel pipe pile, and has one end part of a pile head reinforcing bar 3 threadably engaged with a female screw part formed in a cylindrical body, and one end surface of the connection member 1 is formed on an inclined surface 14 inclined from the side of a steel pipe 2 to above the opposite side so that a length of a contact region 12 on a side contacting the outer peripheral surface of the steel pipe is set to be equal to or longer than a necessary welding length and a length of an opposite region 13 of the connection member 1 on the opposite side across an axis is set to be equal to or longer than a necessary threadably engagement length.
摘要翻译：要解决的问题：为了提供一种减轻重量的连接部件，同时确保了桩头部分的接合强度，并且具有容易确认的可螺纹接合长度，而不会使外螺纹部分的长度形成在桩头加强筋不必要地长，以及使用其的桩头接头结构。解决方案：提供一种连接构件1，其沿着钢管混凝土桩或钢管桩的桩头部分的钢管的外周表面以合适的间隔多个设置，并且具有一个与形成在圆筒体中的内螺纹部螺纹接合的桩头钢筋3的端部，连接部件1的一个端面形成在从钢管2的侧面向上方倾斜的倾斜面14上使得与钢管外周面接触的一侧的接触区域12的长度被设定为等于或大于连接构件1的相对区域13的必要焊接长度和长度跨越轴线的相对侧被设定为等于或长于必要的螺纹接合长度。版权所有（C）2013，JPO＆INPIT

5. 发明专利

JP2012255294A Steel column joint anchor member 有权
标题翻译：钢管接头锚杆成员
公开(公告)号：JP2012255294A
公开(公告)日：2012-12-27
申请号：JP2011128747
申请日：2011-06-08
申请人： Okabe Co Ltd , 岡部株式会社 , Akira Wada , 章和田 , Kozo Keikaku Plus One:Kk , 株式会社構造計画プラス・ワン
发明人： KADOYA HARUKATSU , WATANABE TORU , WADA AKIRA , KANEDA KATSUNORI , KIMURA SACHIHIRO
IPC分类号： E04B1/58 , E02D27/00 , E04B1/24 , E04B1/41
摘要： PROBLEM TO BE SOLVED: To provide a steel column joint anchor member capable of suppressing the occurrence of bending deformation in a steel column joint structure exposed to a reinforced concrete skeleton, of preventing the local collapse of the concrete of the reinforced concrete skeleton, and of securing sufficient tensile strength without causing the chipping of the concrete cross section of the reinforced concrete skeleton.SOLUTION: The steel column joint anchor member comprises: a steel bar 2 having a male screw part 2a formed at the upper end so as to be fastened to the lower end of a steel column and a shaft body part 2b formed under the male screw part so as to be embedded in the reinforced concrete skeleton; at least a set of two shear plate members 3 joined at their sides to the shaft body part of the steel bar with their side edges 3a facing each other across the shaft body part; and a restraining plate member 4 joined to male screw part side upper edges 3b of the shear plate members to connect the shear plate members to each other.
摘要翻译：要解决的问题：提供一种能够抑制暴露于钢筋混凝土骨架的钢柱接头结构中的弯曲变形的发生的钢柱接头锚固构件，以防止钢筋混凝土骨架的混凝土局部塌陷并且确保足够的拉伸强度，而不会导致钢筋混凝土骨架的混凝土横截面的碎裂。解决方案：钢柱接头锚固构件包括：钢棒2，其具有形成在上端的外螺纹部分2a，以固定到钢柱的下端;以及轴体部分2b，外螺纹部分，以嵌入钢筋混凝土骨架; 至少一组两个剪切板构件3，它们在它们的侧面处连接到钢筋的轴体部分，并且它们的侧边缘3a跨过轴体部分彼此面对; 以及与剪切板构件的阳螺纹部分侧边缘3b接合以将剪切板构件彼此连接的约束板构件4。版权所有（C）2013，JPO＆INPIT

6. 发明专利

JP2012241391A Existing foundation reinforcement method and existing foundation reinforcement structure 有权
标题翻译：现有的基础加固方法和现有的基础加固结构
公开(公告)号：JP2012241391A
公开(公告)日：2012-12-10
申请号：JP2011111464
申请日：2011-05-18
申请人： Okabe Co Ltd , 岡部株式会社
发明人： KADOYA HARUKATSU , MURAYAMA SATOSHI , YOSHIDA MITSUHIRO , MARUYAMA YOSHITERU
IPC分类号： E02D27/08 , E02D27/00 , E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an existing foundation reinforcement method capable of strengthening a foundation beam part by reinforcing using reinforcing bars in order to reduce cost and by simply performing additional concrete placing in a "construction method without temporary building" with less noise and the like and improved environmental friendliness, and an existing foundation reinforcement structure.SOLUTION: An existing foundation reinforcement method comprises: an anchor insertion hole opening step for opening an anchor insertion hole 11a1 in each of an upper part and a lower part of a side face 11a of each foundation beam part 11 at a predetermined interval in a longitudinal direction; an anchor installation step for installing anchors 4 in the anchor insertion holes 11a1 respectively, after inserting anchor body fastening capsules into the anchor insertion holes 11a1 respectively; a strengthening reinforcing bar disposing step for disposing bending reinforcing bars 61 and shear reinforcing bars 62 along the side faces 11a of the foundation beam parts 11 and so as to surround protrusions of anchor 4 body of adhesion system hole-in anchors; and an additional concrete placing step for mounting concrete forms and placing concrete additionally to form additional concrete placing parts 7, after the bending reinforcing bars 61 and the shear reinforcing bars 62 are disposed.
摘要翻译：要解决的问题：提供一种现有的地基加强方法，其能够通过使用钢筋加固来加强基础梁部分，以便降低成本，并且通过简单地将附加混凝土置于“没有临时建筑物的施工方法”中，具有较少的噪声等，改善环境友好性，现有基础加固结构。现有的基础加固方法包括：锚定插入孔打开步骤，用于以预定间隔打开每个基础梁部分11的侧面11a的上部和下部各自的锚定插入孔11a1 沿纵向; 在将锚固体紧固胶囊分别插入锚固插入孔11a1之后，分别将锚固件4安装在锚固插入孔11a1中的锚固安装步骤; 强化钢筋设置步骤，用于沿着基梁部件11的侧面11a设置弯曲钢筋61和剪切钢筋62，以便围绕锚固体4的粘合系统孔洞的突出物; 以及额外的混凝土浇筑步骤，用于在弯曲加强筋61和剪切钢筋62设置之后，另外安装混凝土形式和放置混凝土以形成额外的混凝土浇筑部分7。版权所有（C）2013，JPO＆INPIT

7. 发明专利

JP2012241366A Construction method of adhesive anchor using capsule for fastening anchor body 审中-公开
标题翻译：使用胶囊固定锚固体的胶粘剂锚固构造方法
公开(公告)号：JP2012241366A
公开(公告)日：2012-12-10
申请号：JP2011110493
申请日：2011-05-17
申请人： Okabe Co Ltd , 岡部株式会社
发明人： KADOYA HARUKATSU , MURAYAMA SATOSHI , YOSHIDA MITSUHIRO , SHINKAI KEIKO
IPC分类号： E04B1/41 , E21D20/00
摘要： PROBLEM TO BE SOLVED: To provide a construction method of adhesive anchor using a capsule for fastening anchor body, which enables even an inexperienced worker to easily conduct construction work and can achieve a uniform anchor performance.SOLUTION: A capsule for fastening anchor body, which consists of an inner tube containing cement powder and an outer tube containing viscosity hardening agent made of water, bodying agent and the like, is inserted in a hole (anchor hole). Mortar is produced as an anchor body crushes the inner and outer tubes and stirs their contents. In burying and fixing the anchor body in the mortar, the clearance between the hole and the anchor body is 15 to 30% of the nominal diameter of the anchor body, and when crushing and stirring are done by rotation and hammering, the volume of mortar per rotation in the accumulated number of anchor body rotations is 700 mm/rotation or less, and the volume of mortar per hammering in the accumulated number of anchor body hammerings is 90 mm/hammering or less.
摘要翻译：要解决的问题：提供一种使用用于紧固锚固体的胶囊的粘合剂锚的施工方法，这使得即使没有经验的工人也能够容易地进行施工作业并且可以实现均匀的锚固性能。解决方案：将包含水泥粉末的内管和含有由水，保护剂等形成的粘度硬化剂的外管组成的用于紧固锚固体的胶囊插入孔（锚孔）中。制造砂浆作为锚身体压碎内管和外管并搅拌其内容物。将锚固体固定在砂浆中时，孔体与锚体之间的间隙为锚体公称直径的15〜30％，当通过旋转和锤击进行破碎和搅拌时，砂浆体积锚身体转动次数累积的每旋转量为700mm 3 /次以下，锚体锤击次数累积的锤击量为90mm < SP POS =“POST”> 3 /锤击或更少。版权所有（C）2013，JPO＆INPIT

8. 发明专利

JP2012132259A Connection-reinforcement metal fitting for wooden building 有权
标题翻译：木结构连接加固金属接头
公开(公告)号：JP2012132259A
公开(公告)日：2012-07-12
申请号：JP2010286660
申请日：2010-12-22
申请人： Okabe Co Ltd , 岡部株式会社
发明人： KADOYA HARUKATSU , NISHIDA SHIGENORI , UDAGAWA AKIRA , TAGUCHI TOMOYASU
IPC分类号： E04B1/26
摘要： PROBLEM TO BE SOLVED: To provide a connection-reinforcement metal fitting for wooden buildings, which can improve energy absorption performance at the stage of its tabular bent portion's elastic deformation without increasing a deformation load that causes deformation of the bent portion.SOLUTION: A connection-reinforcement metal fitting comprises a tabular bent portion 5, which is composed of crest parts 9 and troughs 10 alternately formed with slope faces aslant against an acting direction of a load F, absorbing deformation energy by elastically deforming; and is installed to a connection part formed by connecting structural members, having cross-sectional areas of the tabular bent portion made to vary along the load's acting direction.
摘要翻译：要解决的问题：提供一种用于木制建筑物的连接增强金属配件，其可以在其平坦的弯曲部分的弹性变形的阶段提高能量吸收性能，而不增加导致弯曲部分变形的变形负载。解决方案：连接加固金属配件包括平板状弯曲部分5，其由顶部9和槽10组成，槽10交替地形成有斜面，其倾斜抵靠着负载F的作用方向，通过弹性变形吸收变形能; 并且安装到由结构构件连接形成的连接部分，所述连接部件具有沿着负载的作用方向变化的平板状弯曲部分的横截面面积。版权所有（C）2012，JPO＆INPIT

9. 发明专利

JP2012127136A Brace attaching metallic material for wooden building 审中-公开
标题翻译：用于木制建筑的连接金属材料
公开(公告)号：JP2012127136A
公开(公告)日：2012-07-05
申请号：JP2010280462
申请日：2010-12-16
申请人： Okabe Co Ltd , 岡部株式会社
发明人： KADOYA HARUKATSU , NISHIDA SHIGENORI , UDAGAWA AKIRA , TAGUCHI TOMOYASU
IPC分类号： E04B1/26
CPC分类号： E04B2001/2696
摘要： PROBLEM TO BE SOLVED: To provide a brace attaching metallic material for a wooden building, capable of improving bearing force around a bolt hole for connecting a metallic brace, reducing weight, providing excellent workability, lowering costs, and contributing to labor saving, resource saving and ecology.SOLUTION: The brace attaching metallic material for a wooden building includes: a planar metallic material body 6b for which a bolt hole 6c where a bolt for fastening a nut passes through is formed and the attaching end of the metallic brace is piled up on either front or back thereof; a projection piece 7 formed in an annular shape having an inner diameter R2 matched with a hole diameter R1 of the bolt hole and projected at an appropriate projection height in the state of surrounding a hole edge periphery of the bolt hole on either front or back of the metallic material body; and a stress transmission member 8 formed in an annular body shape having an inner diameter matched with an outer diameter of the projection piece, fitted externally around the projection piece on the metallic material body, and brought into press contact with the metallic material body by fastening force of the nut.
摘要翻译：要解决的问题：为了提供一种用于木制建筑物的支撑件附接金属材料，能够改善用于连接金属支架的螺栓孔周围的承受力，减轻重量，提供优异的可操作性，降低成本并且有助于节省劳动力资源节约与生态。解决方案：用于木制建筑物的支撑件附接金属材料包括：形成用于紧固螺母的螺栓穿过的螺栓孔6c的平面金属材料体6b，并且金属支架的附接端堆积在前面或后面; 形成为环状的突出片7，其内径R2与螺栓孔的孔径R1匹配，并且在围绕螺栓孔的前端或背面的孔边缘周围的状态下以适当的突出高度突出金属材料体; 以及形成为具有与突出片的外径匹配的内径的环状体的应力传递部件8，其外周配置在金属材料体上的突出片的外侧，并通过紧固而与金属材料体压接坚果的力量版权所有（C）2012，JPO＆INPIT

10. 发明专利

JP2012122311A Checking gauge for drilled hole of hole-in anchor 有权
标题翻译：检查孔洞钻孔孔
公开(公告)号：JP2012122311A
公开(公告)日：2012-06-28
申请号：JP2010276415
申请日：2010-12-10
申请人： Okabe Co Ltd , 岡部株式会社
发明人： KADOYA HARUKATSU , MURAYAMA SATOSHI , YOSHIDA MITSUHIRO , SHINKAI KEIKO
IPC分类号： E04B1/41
摘要： PROBLEM TO BE SOLVED: To provide a checking gauge for a drilled hole of a hole-in anchor, capable of easily and surely checking compatibility of the drilled hole uniquely by forming the checking gauge with a drilled hole dimension adapted to the hole-in anchor to be used, capable of checking the depth dimension and hole diameter of the drilled hole simultaneously, serving formation of the drilled hole without an error, and capable of securing a prescribed anchor performance.SOLUTION: A checking gauge for a drilled hole of a hole-in anchor is formed in a belt-like shape gradually widened from a front end 2a to be inserted into the drilled hole to a base end 2b. One side edge in the width direction of the checking gauge is formed as a linear vertical side 2c along the depth direction of the drilling hole, and the other side edge in the width direction is formed as a hypotenuse 2d having an appropriate inclination with respect to the vertical side. A mark line X is provided perpendicularly to the vertical side at a position of the depth dimension E adapted to the hole-in anchor to be used, measured from the front end along the vertical side, and a width dimension from the vertical side to the hypotenuse at the position provided with the mark line is set to a hole diameter dimension D adapted to the hole-in anchor to be used, measured from the vertical side.
摘要翻译：要解决的问题：为了提供孔洞锚固件的钻孔的检查量规，能够通过形成具有适于孔的钻孔尺寸的检查量表来容易且可靠地检查钻孔的相容性在使用的锚固件中，能够同时检查钻孔的深度尺寸和孔直径，无错误地形成钻孔，并且能够确保规定的锚定性能。解决方案：用于钻孔的钻孔的检查量规形成为从前端2a逐渐变宽的带状形状，以插入到钻孔中到基端2b。检查计宽度方向上的一个侧边缘沿着钻孔的深度方向形成为线性垂直侧2c，并且宽度方向上的另一侧边缘形成为相对于垂直边。在从垂直方向的前端测量的深度尺寸E的适合于要使用的孔洞锚固件的位置处垂直设置标记线X，并且从垂直侧到垂直侧的宽度尺寸将设置有标记线的位置处的斜边设定为从垂直方向测量的适于使用的孔洞锚固件的孔直径尺寸D. 版权所有（C）2012，JPO＆INPIT

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