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1. 发明专利

JP2013177781A Method for constructing z-steel plank 有权
标题翻译：构造Z型钢板的方法
公开(公告)号：JP2013177781A
公开(公告)日：2013-09-09
申请号：JP2012042792
申请日：2012-02-29
申请人： Jfe Steel Corp , Jfeスチール株式会社
发明人： ONDA KUNIHIKO
IPC分类号： E02D5/04
摘要： PROBLEM TO BE SOLVED: To provide a method for constructing a Z-steel plank that can construct the Z steel plank while suppressing rotation etc., without requiring any special installing machine.SOLUTION: There is provided a method for constructing a Z-steel plank 1 including a web portion 3, flange portions 5a, 5b formed at both ends of the web portion 3, and joint portions 7a, 7b formed at ends of the flange portions 5a, 5b. The method is characterized by installing the Z-steel plank 1 while splicing auxiliary members 11a, 11b having projection side portions 10a, 10b projecting outward to outer surface sides of the flange portions 5a, 5b of the Z-steel plank 1 and/or both sides including the web portion center on an outer surface side of the web portion.
摘要翻译：要解决的问题：提供一种在不需要任何特殊安装机器的情况下提供可以构造Z钢板同时抑制旋转等的Z钢板的方法。解决方案：提供一种用于构造Z钢板的方法 1包括腹板部分3，形成在腹板部分3的两端的凸缘部分5a，5b和形成在凸缘部分5a，5b的端部处的接合部分7a，7b。该方法的特征在于，在将具有向外伸出到Z钢板1的凸缘部分5a，5b的外表面侧的突出侧部分10a，10b的辅助部件11a，11b和/或两者在腹板部分的外表面侧包括腹板部分中心的侧面。

2. 发明专利

JP2010024700A Perpendicular support pile structure by use of u-shaped steel sheet pile and its construction method 审中-公开
标题翻译：通过使用U型钢板桩及其施工方法的全面支撑结构
公开(公告)号：JP2010024700A
公开(公告)日：2010-02-04
申请号：JP2008186891
申请日：2008-07-18
申请人： Jfe Steel Corp , Jfeスチール株式会社
发明人： ONDA KUNIHIKO
IPC分类号： E02D5/24 , E02D5/04
摘要： PROBLEM TO BE SOLVED: To provide a support pile structure and its construction method being favorable for a narrow place by increasing supporting force without increasing size of a construction machine.
SOLUTION: This support pile structure is constituted by letting two U-shaped steel sheet piles 1, 2 face each other and joining joint parts by using a joint member 4 to constitute a closed cross section in at least a tip part in the direction of length.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种支撑桩结构及其施工方法，通过增加支撑力而不增加施工机械的尺寸，对于狭窄的地方是有利的。解决方案：该支撑桩结构通过使两个U形钢板桩1,2彼此面对并且通过使用接头构件4接合接合部而构成，以在至少一个尖端部分中形成闭合截面长度方向版权所有（C）2010，JPO＆INPIT

3. 发明专利

JP2015052269A 鋼管コンクリート複合杭有权
标题翻译：钢管混凝土复合桩
公开(公告)号：JP2015052269A
公开(公告)日：2015-03-19
申请号：JP2014229451
申请日：2014-11-12
申请人： Jfeスチール株式会社 , Jfe Steel Corp
发明人： ONDA KUNIHIKO , ICHIKAWA KAZUOMI , TATSUMI YUICHI , WAKIYA HIROSHI
IPC分类号： E02D5/30
摘要：【課題】鋼管コンクリート複合杭において、降伏強度の高い材料を用いたときの最適な構造の鋼管コンクリート複合杭を得る。【解決手段】鋼管内側にコンクリートをライニングまたは充填した鋼管コンクリート複合杭において、鋼管の設計降伏強度を&sgr;yd(N/mm2)、コンクリートの圧縮強度を&sgr;c(N/mm2)としたときに、325N/mm2
摘要翻译：要解决的问题：获得在使用具有高屈服强度的材料时具有最佳结构的钢管混凝土复合桩。解决方案：在钢管混凝土复合桩中，将混凝土衬砌应用于钢管内部或填充混凝土。当＆sgr; yd（N / mm）表示钢管的设计屈服强度时，c（N / mm）表示混凝土的抗压强度，钢管混凝土复合桩满足325 N / mm < yd≤5.15＆sgr; c。

4. 发明专利

JP2013040485A Load support and support body joint structure 有权
标题翻译：负载支持和支持身体联合结构
公开(公告)号：JP2013040485A
公开(公告)日：2013-02-28
申请号：JP2011177717
申请日：2011-08-15
申请人： Jfe Steel Corp , Jfeスチール株式会社 , Shimizu Corp , 清水建設株式会社
发明人： ONDA KUNIHIKO , NAKANISHI KATSUYOSHI , OKUBO HIROYA , NANBA TAKAYUKI , YOSHITAKE KENJI , OGAWA AKIRA
IPC分类号： E01D1/00 , E04B1/30
摘要： PROBLEM TO BE SOLVED: To provide a load support and support body joint structure for effectively preventing the deformation of joint rings by transmitting a load from a main reinforcement via a load transmission member to wide regions of the pair of joint rings in a distributive manner, and for simplifying work for loading the load transmission member.SOLUTION: In a joint structure 30, a bar-like load transmission rod 44 is arranged inside a connection hook part 28 of an intersection main reinforcement 20 held between a pair of joint rings 32, 34 so as to be inserted through the inner periphery sides of a pair of base ring parts 36. Thus, a load from the intersection main reinforcement 20 is transmitted via the load transmission rod 44 to the pair of joint rings 32 in an almost equally distributive manner, and is also transmitted via the pair of joint rings 32, 34 to a connection reinforcement group 58 of an RC column 16. As a result, the pair of joint rings 32, 34 are effectively prevented from being locally deformed.
摘要翻译：要解决的问题：提供一种负载支撑和支撑体接头结构，用于通过将载荷从主加强件经由载荷传递构件传递到所述一对接头环的宽区域中以有效地防止接头环的变形，并且用于简化用于装载负载传递构件的工作。解决方案：在接头结构30中，杆状载荷传递杆44布置在保持在一对接头环32,34之间的交叉主加强件20的连接钩部28内，以便插入通过因此，来自交叉路口主加强件20的负载以负载传递杆44的形式以几乎均匀分布的方式被传递到一对接头环32，并且也经由一对接头环32,34连接到RC柱16的连接加强组58.结果，一对接头环32,34被有效地防止局部变形。版权所有（C）2013，JPO＆INPIT

5. 发明专利

JP2013019187A Embankment reinforcing structure 有权
标题翻译：工程加固结构
公开(公告)号：JP2013019187A
公开(公告)日：2013-01-31
申请号：JP2011153867
申请日：2011-07-12
申请人： Jfe Steel Corp , Jfeスチール株式会社 , Nagaoka Univ Of Technology , 国立大学法人長岡技術科学大学
发明人： ONDA KUNIHIKO , OTSUKA SATORU , ISOBE KOICHI
IPC分类号： E02B3/10 , E02D17/18
CPC分类号： Y02A10/31
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure capable of enhancing the safety of an embankment against various natural environments including flood and earthquake.SOLUTION: A river course side sheet pile wall 2 is placed near the river course side slope top of an embankment 1 to reach a bearing ground S. Cut-off performance in a range from the upper part of a foundation ground F around the river course side sheet pile wall 2 to the upper end of a fill-up ground B is set higher than in the fill-up ground B. A private land side sheet pile wall 3 is placed near the private land side slope top of the embankment 1 to reach the bearing ground S. Cut-off performance in a range within the fill-up ground B around the private land side sheet pile wall 3 is set higher than that of in the fill-up ground B, and water permeability in a range within the foundation ground F around the private land side sheet pile wall 3 is set higher than that of in the foundation ground F. Besides, the river course side sheet pile wall 2 and the private land side sheet pile wall 3 are connected via a connection member 4 horizontally installed at the upper part of the fill-up ground B.
摘要翻译：要解决的问题：提供能够提高堤防对包括洪水和地震在内的各种自然环境的安全性的加强结构。
解决方案：河道侧板桩墙2位于路堤1的河道侧坡顶附近，以到达承载地面S.在基础地面F上部的范围内的截断性能将填充地面B的上游侧的河道侧板桩壁2设定得比填充地面B高。将私人土地侧板桩墙3放置在私人地面侧坡顶部附近路堤1到达轴承地面S.在私人土地侧板桩墙3周围的填充地面B范围内的截断性能设定为高于填充地面B的渗透性能，在私人地面侧桩壁3周围的基础地面F内的距离设定为高于基础地面F的范围。此外，河道侧板桩壁2和私人土地侧桩墙3通过水平地安装在填充物u的上部的连接构件4 版权所有（C）2013，JPO＆INPIT

6. 发明专利

JP2010024745A Reinforcing structure of dike 有权
标题翻译：加固结构
公开(公告)号：JP2010024745A
公开(公告)日：2010-02-04
申请号：JP2008188744
申请日：2008-07-22
申请人： Jfe Steel Corp , Jfeスチール株式会社
发明人： ONDA KUNIHIKO
IPC分类号： E02D17/18 , E02B3/10 , E02D5/04
摘要： PROBLEM TO BE SOLVED: To provide a reinforcing structure of banking dike capable of coping with various types of external force such as earthquake, flood or the like. SOLUTION: This reinforcing structure of the dike is constituted by constructing a sheet pile wall 2 having higher degree of water cut-off function than that of the banking ground constituting the dike close to top of slope on a river channel side of the dike, constructing a sheet pile wall 3 having higher degree of water permeability than that of the sheet pile wall 2 having high water cut-off function close to top of slope on a private land side, and connecting both of these sheet pile walls 2, 3 mutually in the horizontal direction by using a connection member 4. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供能够应付诸如地震，洪水等各种外力的银行堤坝的加固结构。解决方案：堤坝的这种加固结构是通过构造具有比构成在堤坝顶部的堤坝的堤坝地面更高程度的截水功能的板桩壁2构成的，堤坝，构造具有比在私人陆侧一侧靠近坡面高的截水功能的片桩壁2的水渗透性高的板桩壁3，并且将这两个板桩壁2， 3通过使用连接构件4在水平方向上相互相对。版权所有（C）2010，JPO＆INPIT

7. 发明专利

JP2013040484A Load support and support body joint structure 有权
标题翻译：负载支持和支持身体联合结构
公开(公告)号：JP2013040484A
公开(公告)日：2013-02-28
申请号：JP2011177716
申请日：2011-08-15
申请人： Jfe Steel Corp , Jfeスチール株式会社 , Shimizu Corp , 清水建設株式会社
发明人： NAKANISHI KATSUYOSHI , ONDA KUNIHIKO , OKUBO HIROYA , NANBA TAKAYUKI , YOSHITAKE KENJI , OGAWA AKIRA
IPC分类号： E01D1/00 , E04B1/30
摘要： PROBLEM TO BE SOLVED: To provide a load support and support body joint structure capable of effectively preventing the deformation of annular members by transmitting a load from a reinforcement via a load transmission member to wide regions of the annular members in a distributive manner, and of simplifying work for loading the load transmission member.SOLUTION: A joint structure 30 includes annular members 32, 34 arranged inside load supports 12, 14 on the outer periphery side of a support body 16, an anchorage end part provided on at least one intersection main reinforcement 20 out of a plurality of reinforcements intersecting the support body 16 and located between each of the annular members 32, 34 and the outer peripheral face of the support body 16, and a load transmission member 44 arranged between each of the annular members 32, 34 and the anchorage end part.
摘要翻译：要解决的问题：提供一种负载支撑和支撑体接合结构，其能够通过以分配方式将负载从加强件经由负载传递部件传递到环形部件的宽区域来有效地防止环形部件的变形，并且简化了负载传递构件的装载工作。解决方案：接头结构30包括设置在支撑体16的外周侧上的负载支撑件12,14内的环状构件32,34，设置在至少一个交叉口主体增强件20上的锚固端部，多个与支撑体16相交并且位于每个环形构件32,34与支撑体16的外周面之间的增强件以及布置在每个环形构件32,34和锚固端部之间的载荷传递构件44 。版权所有（C）2013，JPO＆INPIT

8. 发明专利

JP2010101159A Steel pipe-concrete composite pile and steel pipe used for the steel pipe-concrete composite pile 有权
标题翻译：用于钢管混凝土复合桩的钢管混凝土复合桩和钢管
公开(公告)号：JP2010101159A
公开(公告)日：2010-05-06
申请号：JP2009223539
申请日：2009-09-28
申请人： Jfe Steel Corp , Jfeスチール株式会社
发明人： ONDA KUNIHIKO , ICHIKAWA KAZUOMI , TATSUMI YUICHI , WAKIYA HIROSHI
IPC分类号： E02D5/30 , B21C37/12 , E02D5/24
摘要： PROBLEM TO BE SOLVED: To provide a steel pipe-concrete composite pile having an optimum structure in use of a material having a high yielding strength. SOLUTION: The steel pipe-concrete composite pile obtained by lining or filling the inside of a steel pipe with concrete satisfies the relation of 325 N/mm 2 2 ) is the designed yielding strength of the steel pipe, and σc (N/mm 2 ) is compression strength of the concrete. The composite pile also satisfies the relation of D/t≤80+80×(2×R/D) 1/4 in the relation of steel pipe diameter D (mm), steel pipe plate thickness t (mm), and concrete thickness R (mm). COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有使用具有高屈服强度的材料的最佳结构的钢管混凝土复合桩。
解决方案：通过用混凝土衬里或填充钢管内部获得的钢管混凝土复合桩满足325N / mm 2 <σyd≤5.15σc的关系，其中σyd N / mm 2 ）是钢管的设计屈服强度，σc（N / mm 2 ）是混凝土的抗压强度。复合桩在钢管直径D（mm），钢管板厚度t（mm）的关系中也满足D /t≤80+ 80×（2×R / D） 1/4 的关系（mm），混凝土厚度R（mm）。版权所有（C）2010，JPO＆INPIT

9. 发明专利

JP2013217182A Pile head connection structure and pile head connection method 有权
标题翻译：桩头连接结构和桩头连接方法
公开(公告)号：JP2013217182A
公开(公告)日：2013-10-24
申请号：JP2013040700
申请日：2013-03-01
申请人： Jfe Steel Corp , Jfeスチール株式会社
发明人： ONDA KUNIHIKO
IPC分类号： E02D27/12 , E02D5/28
摘要： PROBLEM TO BE SOLVED: To provide a technique for connection between a pile head and a foundation slab that facilitates construction while making the strength of the connection higher.SOLUTION: There is provided a pile head connection structure which connects a pile 1 having a steel pipe at least at a pile head to a foundation slab 2. The pile head connection structure includes a cylinder 4 for connection which is formed of a frustum-shaped steel pipe having an outward shape such that an axis L is vertical and a top P is arranged on a lower side, and a plurality of pile head fixing steel bars which are fixed to the cylinder 4 for connection and extend upward from an upper end position of the cylinder 4 for connection. The pipe head portion of the pile 1 is arranged while inserted into a lower opening portion of the cylinder 4 for connection, and an upper opening portion of the cylinder for connection and steel bar portions of the pile head fixing steel bars 5 positioned above the upper end position of the cylinder 4 for connection are embedded in the foundation slab 2.
摘要翻译：要解决的问题：提供一种在使连接件的强度更高的同时便于施工的桩头和基础板之间的连接技术。解决方案：提供一种桩头连接结构，其将具有钢管的桩1 至少在桩头到基础平台2上。桩头连接结构包括一个用于连接的圆筒4，该圆筒4由具有向外的形状的截头圆锥形的钢管形成，使得轴线L垂直并且顶部P布置以及多个桩头固定钢筋，其固定在气缸4上，用于连接，并从气缸4的上端位置向上延伸，用于连接。桩1的管头部分被插入到用于连接的缸体4的下部开口部分中，并且用于连接的缸体的上部开口部分和位于上部的上部的桩头固定钢筋5的钢筋部分用于连接的气缸4的端部位置嵌入基础板2中。

10. 发明专利

JP2013036320A Covering plate 有权
标题翻译：覆盖板
公开(公告)号：JP2013036320A
公开(公告)日：2013-02-21
申请号：JP2012143588
申请日：2012-06-27
申请人： Jfe Steel Corp , Jfeスチール株式会社
发明人： ONDA KUNIHIKO
IPC分类号： E01C9/08
CPC分类号： E01C5/22 , E01C9/083
摘要： PROBLEM TO BE SOLVED: To provide a covering plate which is used in a civil engineering construction field and the like and which is configured by connecting H-beams to each other.SOLUTION: A covering plate is formed by connecting a plurality of H-beams with the same cross-sectional shape to each other aligned in the height and longitudinal directions of their flange outer surfaces. Stripe-shaped protrusions are formed in one direction on the flange outer surface of the H-beam. According to necessity, the covering plate is configured only by the H-beams having the flange outer surfaces on which the stripe-shaped protrusions are formed in the longitudinal direction, or is configured by alternately connecting the H-beams having the flange outer surfaces on which the stripe-shaped protrusions are formed in the longitudinal direction and the H-beams having the flange outer surfaces on which the stripe-shaped protrusions are formed in a direction perpendicular to the longitudinal direction. Each of the stripe-shaped protrusions on the flange outer surface of the H-beam has a height of 1.0 mm or more and a ratio of protrusion height to the protrusion interval in the range of 0.07 to 0.2.
摘要翻译：要解决的问题：提供一种用于土木工程施工领域等并通过将H型梁彼此连接而构造的覆盖板。解决方案：通过将具有相同横截面形状的多个H形梁在其凸缘外表面的高度和纵向方向上彼此对准而形成盖板。在H型梁的凸缘外表面上沿一个方向形成条形突起。根据需要，覆盖板仅由具有在其纵向形成有条形突起的凸缘外表面的H形梁构成，或者通过将具有凸缘外表面的H形梁交替地连接所述条形突起在纵向方向上形成，并且所述H形梁具有在与所述纵向方向垂直的方向上形成所述条形突起的凸缘外表面。 H型梁的凸缘外表面上的每个条形突起具有1.0mm以上的高度，突出高度与突出间隔的比率在0.07〜0.2的范围内。版权所有（C）2013，JPO＆INPIT

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