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51. 发明专利

JP2008013912A Exposed column base structure with brace 审中-公开
标题翻译：暴露的柱状结构与BRACE
公开(公告)号：JP2008013912A
公开(公告)日：2008-01-24
申请号：JP2006182834
申请日：2006-06-30
申请人： Asahi Kasei Construction Materials Co Ltd , Okabe Co Ltd , 岡部株式会社 , 旭化成建材株式会社
发明人： KADOYA HARUKATSU , FUJII SHUNJI , WATANABE TORU , HIRAYAMA TAKAAKI , SUGANO TETSUYA , HAGINO TAKESHI , MAKIEDA TAKEFUMI
IPC分类号： E04B1/58 , E04B1/24
摘要： PROBLEM TO BE SOLVED: To provide an exposed costless column base structure with a brace, superior in workability, by adopting the brace for improving vibration resistance, by taking a conventional technology into reconsideration.
SOLUTION: This exposed type column base structure is provided for fastening and fixing a baseplate 2 fixed to a lower part of a steel frame column 12, by using an anchor bolt 1 embedded and anchored in concrete 8, and actively adopts a construction form of filling a grout material 13 composed of a shrinkage-compensating solidification material in a clearance part, by arranging the clearance between the anchor bolt 1 and a bolt inserting hole formed in the baseplate 2, and connects one end part of the brace 10 to at least any one of a lower part or the baseplate 2 of the steel frame column 12, in a state of strengthening compressive strength by restricting the whole surfaces of the grout material 13.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：通过采用常规技术来重新考虑，通过采用支架来提高具有支架性能的突出的无支架柱基结构，具有优异的可加工性。
解决方案：该暴露型列底座结构用于通过使用嵌入和锚固在混凝土中的锚固螺栓1来固定固定到钢框架柱12的下部的基板2，并且主动地采用结构通过在地板螺栓1和形成在基板2中的螺栓插入孔之间设置间隙来填充由间隙部分中的收缩补偿固化材料构成的灌浆材料13的形式，并将支架10的一个端部连接到钢框架柱12的下部或底板2中的至少任一个，通过限制灌浆材料13的整个表面而在增强抗压强度的状态下。（C）2008，JPO＆INPIT

52. 发明专利

JP2007162244A Member and structure for reinforcing through-hole of steel beam 有权
标题翻译：钢梁加强构件和结构
公开(公告)号：JP2007162244A
公开(公告)日：2007-06-28
申请号：JP2005357045
申请日：2005-12-09
申请人： Okabe Co Ltd , 岡部株式会社
发明人： KADOYA HARUKATSU , MURATA MANABU , HIRAYAMA TAKAAKI
IPC分类号： E04C3/08
摘要： PROBLEM TO BE SOLVED: To provide the excellent technology of reinforcing a through-hole formed in a steel beam, which has good workability associated with the operation of fixing a reinforcing member to the steel beam, which can bring about a more efficient reinforcing action, and which is effective not only for a reduction in materials but also for a reduction in the concentration of stress in a welded part between the reinforcing member and the side of the steel beam.
SOLUTION: The reinforcing member 5 for use is formed like a ring with an opening 4 of almost the same shape as that of the through-hole 3 which is formed in the steel beam 1. In the cross section, along the axial direction, of the ring, a central part is set thinner than both side parts. The reinforcing member 5 is welded for integration to one side of a web 2 on the peripheral part of the through-hole 3, so as to reinforce the through-hole 3 which is formed in the steel beam 1.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供加强与钢梁形成的通孔的优良技术，其具有与将加强构件固定到钢梁上的操作相关的良好的可加工性，这可以带来更有效增强作用，并且不仅对于减少材料而且对于加强构件和钢梁侧之间的焊接部分的应力集中度的降低是有效的。解决方案：使用的加强构件5形成为具有与形成在钢梁1中的通孔3几乎相同形状的开口4的环。在横截面中，沿着轴向方向，环的中心部分设定为比两侧部分薄。在通孔3的周边部分上焊接加强构件5以与网2的一侧一体化，以便加强形成在钢梁1中的通孔3.版权：（ C）2007，JPO＆INPIT

53. 发明专利

JP2007084999A Auxiliary member for joining 有权
标题翻译：辅助会员加入
公开(公告)号：JP2007084999A
公开(公告)日：2007-04-05
申请号：JP2005271142
申请日：2005-09-16
申请人： Okabe Co Ltd , 岡部株式会社
发明人： KADOYA HARUKATSU , HIRAYAMA TAKAAKI
IPC分类号： E04B1/58 , E04B1/24 , F16B5/02
摘要： PROBLEM TO BE SOLVED: To provide an auxiliary member for joining, which can acquire sufficient joining strength, without being affected by rust-resisting paint for being applied to a base material and a splice plate, and without causing variations in the penetration of a protrusion. SOLUTION: In this auxiliary member 1 for joining, linear blade-like protrusions 2 are juxtaposed in a direction orthogonal to the longitudinal direction of the base material. Groove parts 3 are formed on both the sides of a base part of each blade-like protrusion 2, respectively. The blade-like protrusion 2 and the groove part 3 are each provided in such a manner as to be protruded from or recessed into the flat surface 4 of a plate material. The blade-like protrusion 2 and the groove part 3 satisfy the relational expressions: h1>h2 and b/2>h2. In the relational expressions, h1 represents the height of the blade-like protrusion 2 from the flat surface 4; h2 represents the depth of the groove part 3 from the flat surface 4; and b represents the width of the groove part 3. The cross-sectional area A, above the flat surface 4, of the blade-like protrusion 2, and the cross-sectional areas B and C of the groove part 3 satisfy the relationship: A COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够获得足够的接合强度的接合辅助构件，而不受用于基材和接合板的防锈涂料的影响，并且不会引起渗透变化的突起。解决方案：在用于接合的辅助构件1中，线性叶片状突起2在与基材的纵向方向垂直的方向上并置。槽部3分别形成在每个叶片状突起2的基部的两侧。叶片状突起2和槽部3分别设置成从板材的平坦面4突出或凹入。叶片状突起2和槽部3满足关系式：h1> h2和b / 2> h2。在关系式中，h1表示叶片状突起2从平坦面4的高度; h2表示槽部3从平坦面4的深度; b表示槽部3的宽度。叶片状突起2的平坦面4的上方的横截面积A以及槽部3的截面积B，C满足以下关系： A

54. 发明专利

JP2006291627A Exposed type column base structure of steel frame construction 有权
标题翻译：钢框架结构的暴露型柱状结构
公开(公告)号：JP2006291627A
公开(公告)日：2006-10-26
申请号：JP2005115854
申请日：2005-04-13
申请人： Asahi Kasei Construction Materials Co Ltd , Okabe Co Ltd , 岡部株式会社 , 旭化成建材株式会社
发明人： KADOYA HARUKATSU , HIRAYAMA TAKAAKI , WATANABE TORU , SUGANO TETSUYA , HAGINO TAKESHI , MAKIEDA TAKEFUMI
IPC分类号： E02D27/00 , E02D27/08
摘要： PROBLEM TO BE SOLVED: To provide an exposed type column base structure of steel frame construction capable of miniaturizing foundation column type concrete, making destruction mode of a column base part safe for human life, and simplifying repair after destruction.
SOLUTION: This exposed type column base is constituted in such a way that anchor bolts 3 are installed at four corners of a base plate 2, a column member 1 has a square shape of 300×300 mm or less, and dimension b+e from an outer side face of the column member 1 to an outer side face of a column pattern 4 is 130 mm or less. The column pattern 4 is reinforced by a rising bar and a hoop bar arranged around the anchor bolt 3 to satisfy the condition of cMp
摘要翻译：要解决的问题：提供能够使基础柱型混凝土小型化的钢框架结构的露出型列基础结构，使塔底部件的破坏模式对人类生命安全，并且在破坏后简化维修。解决方案：该暴露型列底座构造成使得地脚螺栓3安装在基板2的四个角处，柱构件1具有300×300mm以下的正方形，尺寸b + e从柱构件1的外侧面到列图案4的外侧面为130mm以下。列图案4通过设置在锚定螺栓3周围的上升杆和箍杆来加强，以满足cMp

55. 发明专利

JP2006022510A Anchor bolt anchoring device for column base, using sheath pipes 有权
标题翻译：用于管柱的锚固螺栓锚固装置
公开(公告)号：JP2006022510A
公开(公告)日：2006-01-26
申请号：JP2004199887
申请日：2004-07-06
申请人： Okabe Co Ltd , 岡部株式会社
发明人： KADOYA HARUKATSU , HIRASHIMA NAOKI , HIRAKAWA KAZUMI
IPC分类号： E04B1/41 , E02D27/00
摘要： PROBLEM TO BE SOLVED: To provide an anchor bolt anchoring device for a column base, which can suitably anchor a plurality of anchor bolts, and is self-supportable, wherein the anchoring device is reduced in weight to contribute to alleviation in workload of setting work, and improved in stability by lowering the center of gravity of the anchoring device, to thereby minimize locational errors of an upper portion of the anchoring device caused by vibration. SOLUTION: A plurality of sheath pipes 1 are set on permanent concrete 2 via setting means 3 at predetermined locations, and an interval between upper portions of the sheath pipes 1 is held by a first template, followed by pouring foundation concrete 15. After hardening the foundation concrete, the anchor bolts 16 are inserted in the respective sheath pipes 1, and an interval between upper portions of the anchor bolts 16 is held by a second template, followed by pouring a hardener such as grout into each gap between the sheath pipe 1 and the anchor bolt 16, to thereby simultaneously anchor the anchor bolts. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于柱底座的锚固锚固装置，其可以适当地锚固多个锚固螺栓并且是可自支撑的，其中锚固装置的重量减轻以有助于减轻工作负荷并且通过降低锚固装置的重心来提高稳定性，从而最小化由于振动引起的锚固装置的上部的位置误差。解决方案：多个护套管1通过设置装置3在预定位置固定在永久性混凝土2上，护套管1的上部之间的间隔由第一模板固定，然后浇注基础混凝土15。在基础混凝土硬化之后，将锚固螺栓16插入到相应的护套管1中，并且锚固螺栓16的上部之间的间隔由第二模板保持，然后将诸如灌浆的硬化剂倾倒到鞘管1和锚定螺栓16，从而同时锚固锚定螺栓。版权所有（C）2006，JPO＆NCIPI

56. 发明专利

JP2005024261A Kneading determination method for grout material and grout material packing can 有权
标题翻译：烧结材料和包装材料的切割确定方法CAN
公开(公告)号：JP2005024261A
公开(公告)日：2005-01-27
申请号：JP2003186781
申请日：2003-06-30
申请人： Okabe Co Ltd , 岡部株式会社
发明人： KADOYA HARUKATSU , IDA JUNJI , YOKOYAMA SHINICHI
IPC分类号： E02D27/00 , G01D7/00 , G01N11/00 , G01N11/04
摘要： PROBLEM TO BE SOLVED: To provide a grout material kneading determination method easily determining propriety of kneading in accordance with the property of the grout material, and a grout material packing can. SOLUTION: A determination display 3 having a plurality of sizes capable of determining propriety of the kneading in accordance with the property of the grout material is displayed on a flat member 1, and the flat member 1 is placed so that the determination display 3 faces upward, and a pipe material 15 is placed on the center of the determination display 3, and fresh grout 13 acquired by kneading the grout material is filled in the pipe material 15, and the filled fresh grout 13 is spread on the determination display 3 by pulling upward the pipe material 15. Then, the propriety of the kneading state of the fresh grout 13 is determined by the state where the fresh grout 13 spread on the determination display 3 reaches the inside or the outside of the determination display 3 having the plurality of sizes. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种根据灌浆材料的性质和灌浆材料包装罐容易地确定捏合适当性的灌浆材料捏合测定方法。解决方案：在平坦构件1上显示具有能够根据灌浆材料的性质确定捏合适当性的多种尺寸的确定显示3，并且将平坦构件1放置成使得确定显示 3面朝上，将管材15放置在确定显示器3的中心，并通过捏合浆料材料获得的新鲜砂浆13填充在管材15中，并且将填充的新鲜浆料13铺展在确定显示器然后，通过在确定显示器3上展开的新鲜的浆料13到达确定显示器3的内部或外部的状态来确定新鲜浆料13的捏合状态的适当性，多种尺寸。版权所有（C）2005，JPO＆NCIPI

57. 发明专利

JP2005016212A Exposed-type steel-frame column base 有权
标题翻译：暴露型钢框架基座
公开(公告)号：JP2005016212A
公开(公告)日：2005-01-20
申请号：JP2003184529
申请日：2003-06-27
申请人： Asahi Kasei Construction Materials Co Ltd , Okabe Co Ltd , 岡部株式会社 , 旭化成建材株式会社
发明人： KADOYA HARUKATSU , WATANABE TORU , HIRASHIMA NAOKI , HIRAYAMA TAKAAKI , SUGANO TETSUYA , MAKIEDA TAKEFUMI
IPC分类号： E04B1/24
摘要： PROBLEM TO BE SOLVED: To provide an exposed-type steel-frame column base, which prevents the occurrence of the stand-on-tiptoe phenomenon and shade bending phenomenon (plastic deformation) of a base plate when subjected to repeated bending moment, and which enables reduction in size of base concrete by bringing an end of the base plate, serving as the side of compression, into face contact with the base concrete.
SOLUTION: In this exposed-type steel-frame column base, the almost rectangular base plate 80, whose at least respective corner parts are equipped with bolt holes, is fixedly attached to a lower end of a steel-frame column 81; a plurality of anchor bolts 82, which are anchored to the base concrete 83, are inserted into the bolt holes and fixed by fastening a nut; and only the compressed side of the base plate 80 is plastically deformed due to the repeated bending moment M, so that the base concrete 83 can be reduced in size by preventing the occurrence of the stand-on-tiptoe phenomenon etc.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种暴露型钢架柱基座，其防止当经受重复弯矩时基板的踩踏现象和色板弯曲现象（塑性变形）的发生并且通过使作为压缩侧的基板的端部与基础混凝土面接触来实现基础混凝土的尺寸的减小。解决方案：在这种暴露型钢框架柱基体中，其至少相应角部分配有螺栓孔的几乎矩形的基板80固定地附接到钢框架柱81的下端; 锚固在基础混凝土83上的多个锚固螺栓82插入螺栓孔中，并通过紧固螺母固定; 并且只有基板80的压缩侧由于反复的弯曲力矩M而塑性变形，从而通过防止发生踩踏现象等来减小基础混凝土83的尺寸。（C）2005，JPO＆NCIPI

58. 发明专利

JP2004353269A Steel framed construction exposed type column base structure 有权
公开(公告)号：JP2004353269A
公开(公告)日：2004-12-16
申请号：JP2003151698
申请日：2003-05-28
申请人： Okabe Co Ltd , 岡部株式会社
发明人： KADOYA HARUKATSU , WATANABE TORU , HIRAYAMA TAKAAKI , YOKOYAMA SHINICHI
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a steel framed construction exposed type column base structure capable of rationally contracting each constituent to reduce a material cost and being extensively applied to every kind of building enabling the building to avoid a sudden collapse by synthetically and well-balanced distributing load shared with a column base section and a column section in the case of earthquake to effectively utilizing proof stress of each constituent to form so as to prevent the collapse of the building.
SOLUTION: In the steel-framed construction exposed type column base structure, it is so set that a height ratio of of inflection point of a column material 1 becomes 0.3 to 0.6 through the column base structure, at the same time, a plasticized member 8 plasticizing by yielding to bending moment acting on the column material 1 before an anchor bolt 5 is made to intervene between a base plate 4 and the lower end section of the column material 1, and a height from the upper surface of the base plate 4 to a connecting section 9 of the plasticized member 8 to the column material 1 is set in a diameter of the column material 1 or at least 1.5 times of a length of one side.
COPYRIGHT: (C)2005,JPO&NCIPI

59. 发明专利

JP2004176482A Construction method for non-buried column leg and structure of non-buried column leg 有权
标题翻译：非铜柱的构造方法和非铜柱的结构
公开(公告)号：JP2004176482A
公开(公告)日：2004-06-24
申请号：JP2002346302
申请日：2002-11-28
申请人： Okabe Co Ltd , 岡部株式会社
发明人： KADOYA HARUKATSU , HIRAYAMA TAKAAKI , FUJII SHUNJI , HIRASHIMA NAOKI
IPC分类号： E02D27/00 , E04B1/16 , E04B1/24 , E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a construction technology for a non-buried column leg for maintaining a satisfactory construction property that a structure of the non-buried column leg has and the reinforcing proof stress of a column leg efficiently by utilizing a strength characteristic in combination with a base plate and an anchor bolt in the structure of the non-buried column leg.
SOLUTION: At least four corners of the square base plate 1 on which a steel column 2 is erected are fastened and fixed with the anchor bolts 6 fixed on foundation concrete to resist against bending moment acting on the column leg through the steel column 2 by the base plate 1 and the anchor bolts 6. An opening 4 is formed in the vicinity of an intersection where lines connecting centers of the anchor bolts 6 on diagonal of the base plate 1 cross. The adequate number of reinforcing bars 7 is arranged to pass through the opening 7 vertically to reinforce tensile proof stress for a shaft force acting on the column leg.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了提供一种非埋式柱腿的施工技术，用于通过利用非埋式柱腿的结构，保持非埋式柱腿的结构和柱腿的加强力的应力，强度特性与非埋式柱腿结构中的基板和锚栓相结合。解决方案：固定有钢柱2的方形基板1的至少四个角被固定在固定在基础混凝土上的锚固螺栓6，以抵抗通过钢柱作用在柱腿上的弯曲力矩在基板1和锚固螺栓6的对角线上的锚固螺栓6的中心连接的交叉点附近形成有开口4。足够数量的钢筋7布置成垂直地穿过开口7，以加强作用在柱腿上的轴力的抗拉应力。版权所有（C）2004，JPO

60. 发明专利

JP2000199230A INSTALLING METHOD FOR ANCHOR BOLT 失效
公开(公告)号：JP2000199230A
公开(公告)日：2000-07-18
申请号：JP13509599
申请日：1999-05-17
申请人： OKABE CO LTD , ASAHI CHEMICAL IND
发明人： KADOYA HARUKATSU , YAMAKUBO HIROSHI , IDA JUNJI , HIRAYAMA TAKAAKI , WATANABE TORU , SUZUKI MASAHIRO , HAGINO TAKESHI
IPC分类号： E02D27/00 , E04B1/41
摘要： PROBLEM TO BE SOLVED: To provide the installing method for anchor bolts, by which workability regarding adjusting works in the horizontal direction of an anchor set containing a plurality of the anchor bolts is improved while not only the anchor set is assembled by hands at a pole place but also the anchor set can be adjusted in the height direction without using heavy machinery such as a crane. SOLUTION: A frame 1 for supporting with a support 3 is installed onto a ground 32, an anchor set 13 comprising a plurality of anchor bolts 14 is set around the lower section of the support 3, an auxiliary support 33 is extended to the support 3 and a lifting means 34 is mounted to an upper section, and the anchor set 13 is hung up by the lifting means 34, and the anchor set 13 is set in specified height by placing the anchor set on the sliding surfaces of receiving members 4, 5 set up in the specified height of the support 3. The anchor set is slid crosswise on the sliding surfaces and adjustment in the horizontal direction is executed and the anchor set is fixed, and the lifting means 34 and the auxiliary support 33 are removed.

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