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1. 发明专利

JP2015034411A 杭および杭の構築方法有权
标题翻译：桩和结构桩的方法
公开(公告)号：JP2015034411A
公开(公告)日：2015-02-19
申请号：JP2013165835
申请日：2013-08-09
申请人：株式会社大林組 , Ohbayashi Corp
发明人： EMURA MASARU , KISHI HIROYUKI , SUDO TOSHIMI , WACHI YASUHARU
IPC分类号： E02D5/28 , E02D5/24
摘要：【課題】鋼材のセグメントを軸方向に連結してなる連結体をグラウトで地盤に定着させることで杭を構築するにあたり、鋼材の加工にかかるコストを低減すると共に、鋼材同士を連結する際の作業性を向上させる。【解決手段】杭10は、複数の鋼管セグメント22が材軸方向に連結されてなる角型鋼管20がグラウト12で地盤1に定着された構成であり、角型鋼管20のジョイント部21では、ネジ式の継手構造によらずに、鋼材セグメント22の各辺同士がボルト26を用いて連結されている。ジョイント部21では、互いに連結される鋼管セグメント22の各辺に跨るようにプレート24、25が配され、該プレート24、25がボルト26で鋼管セグメント22の各辺に固定されることで、鋼管セグメント22同士が連結されている。【選択図】図2
摘要翻译：要解决的问题：为了降低钢材的加工成本，提高钢材的连接加工性，当通过将钢材的轴向连接而形成的连接体固定在桩上时，用水泥浆研磨的地面。解决方案：桩10通过将通过将材料轴向方向上的多个钢管段22连接而形成的方钢管20固定到具有浆料12的地面1上，以及接合部21 方钢管20具有不是螺旋型接头结构而是通过使用螺栓26而彼此连接的钢材段22的各侧。接合部21还具有布置成在相应侧面上延伸的板24,25 的钢管段22彼此连接，并且板24,25通过螺栓26固定到钢管段22的各侧，以将钢管段22彼此连接。

2. 发明专利

JP2004360446A Joint for connecting beam main reinforcement, designing method for joint for connecting beam main reinforcement, joint structure for precast concrete column and beam, joint for connecting reinforcing bar, and designing method for joint for connecting reinforcing bar 有权
标题翻译：用于连接梁主加强件的接头，用于连接梁主加固的接头的设计方法，用于预制混凝土柱和梁的接合结构，用于连接加强杆的接头以及用于连接加固杆的接头的设计方法
公开(公告)号：JP2004360446A
公开(公告)日：2004-12-24
申请号：JP2004067650
申请日：2004-03-10
申请人： Ohbayashi Corp , 株式会社大林組
发明人： SUGIMOTO KOICHI , FUJIO NAOTO , EMURA MASARU , TSUDA KAZUAKI , MASUDA YASUHIKO , SUGIMOTO KUNIYOSHI
IPC分类号： E04B1/20 , E04C5/18
摘要： PROBLEM TO BE SOLVED: To settle a joint part of reinforcing bars in a reinforcing concrete surely while connecting them in the concrete. SOLUTION: A beam main reinforcement 1a projecting from an end face of a PCa beam 1 is inserted into a beam main reinforcement hole 3b of a PCa joint panel member 3 from each of both sides. The beam main reinforcement hole 3b includes a sheath pipe 11 where the beam main reinforcement 1a is fixed with a grout. A knot part 11a is provided on the outer periphery of the sheath pipe 11. The beam main reinforcement 1a is settled in the concrete by a bearing force applied to the knot part 11a. A special shape part 11 may be provided on the outer periphery of the sheath pipe 11 so that an adhesive force is applied to the special shape part 11b. This is applicable for connecting reinforcing bars as well as for connecting the beam main reinforcements. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：将混凝土中的钢筋连接在一起时，确保将钢筋的接合部分固定在钢筋混凝土中。解决方案：从PCa梁1的端面突出的梁主加强件1a从两侧各自插入PCa接头板构件3的梁主加强孔3b中。梁主加强孔3b包括护套管11，其中梁主加强件1a用水泥浆固定。在鞘管11的外周设置有结部11a。梁主加强件1a通过施加到结部11a的承受力而在混凝土中沉降。可以在护套管11的外周设置特殊形状部11，从而对特殊形状部11b施加粘合力。这适用于连接钢筋以及连接梁主加强件。版权所有（C）2005，JPO＆NCIPI

3. 发明专利

JP2015034412A 地盤アンカーおよび地盤アンカーの構築方法有权
标题翻译：地锚和结构锚地锚固方法
公开(公告)号：JP2015034412A
公开(公告)日：2015-02-19
申请号：JP2013165838
申请日：2013-08-09
申请人：株式会社大林組 , Ohbayashi Corp
发明人： EMURA MASARU , KISHI HIROYUKI , SUDO TOSHIMI , WACHI YASUHARU
IPC分类号： E02D5/80 , E02D5/24 , E02D5/28 , E02D5/30
摘要：【課題】鋼材を軸方向に連結してなる連結体を、その一端を支持層に他端を構造物に定着させることで地盤アンカーを構築するにあたり、鋼材の加工にかかるコストを低減すると共に、鋼材同士を連結する際の作業性を向上させる。【解決手段】地盤アンカー10は、複数の鋼管セグメント22が材軸方向に連結されてなる角型鋼管20がグラウト12で地盤1に定着された構成であり、角型鋼管20のジョイント部21では、ネジ式の継手構造によらずに、鋼材セグメント22の各辺同士がボルト26を用いて連結されている。ジョイント部21では、互いに連結される鋼管セグメント22の各辺に跨るようにプレート24、25が配され、該プレート24、25がボルト26で鋼管セグメント22の各辺に固定されることで、鋼管セグメント22同士が連結されている。【選択図】図2
摘要翻译：要解决的问题：为了降低钢材的加工成本，提高钢材的连接加工性，在通过将钢材沿轴向连接而形成的连接体固定在地锚上时，在其一端的支撑层和另一端的结构。解决方案：地锚10通过将沿材料轴向连接多个钢管段22而形成的方钢管20固定到地面1与水泥浆12，方钢管20的接头部分21具有彼此连接的钢材段22的不是螺旋型接头结构，而是使用螺栓26的相应侧。接头部分21还具有板 24,25被布置成在彼此连接的钢管段22的各个侧面上延伸，并且板24,25用螺栓26固定到钢管段22的各侧，以便连接t 他的钢管段22彼此相连。

4. 发明专利

JP2010208859A Tower crane frame, tower crane supporting method, and tower crane frame mounting structure 有权
标题翻译：塔式起重机架，塔式起重机支撑方式和塔式起重机架安装结构
公开(公告)号：JP2010208859A
公开(公告)日：2010-09-24
申请号：JP2010137193
申请日：2010-06-16
申请人： Ohbayashi Corp , 株式会社大林組
发明人： ONO HIDEO , EMURA MASARU , FURUYA NORIYUKI , SOMEYA SATOSHI , NAKAJIMA YASUO , KURITA KOHEI
IPC分类号： B66C23/32 , E04G21/14
摘要： PROBLEM TO BE SOLVED: To provide a tower crane frame which can utilize beam materials constituting a building body without changing the sizes of or reinforcing them, and to provide a tower crane supporting method and a tower crane frame mounting structure.
SOLUTION: The frame 22 includes a frame body 30 for supporting a mast 10, leg parts 40 protruded sideways from the frame body 30, hinges 50 for turnably connecting the leg parts 40 to the frame body 30, and mounted members 60 to be mounted on columns 101 of the building body 100 for supporting the leg parts 40, respectively. The mounted members 60 each include a supporting part 70 arranged on one side face of the column 101 for supporting the leg part 40, an auxiliary part 80 arranged on the other side face on the opposite side to one side face, and a fastening part 90 for fastening the supporting part 70 and the auxiliary part 80 to each other across the column 101.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够利用构成建筑物体的梁材料而不改变其尺寸或增强其的塔式起重机架，并提供塔式起重机支撑方法和塔式起重机机架安装结构。框架22包括用于支撑桅杆10的框体30，从框架主体30侧向突出的脚部40，用于将腿部40可转动地连接到框体30的铰链50，以及安装构件60 分别安装在建筑物体100的支柱101上。安装构件60各自包括布置在用于支撑腿部40的柱101的一个侧面上的支撑部70，配置在与一个侧面相反侧的另一侧面上的辅助部80和紧固部90 用于将支撑部分70和辅助部件80彼此跨越柱101紧固。版权所有：（C）2010，JPO＆INPIT

5. 发明专利

JP2012127120A Anchor fixing structure and seismic strengthening structure 审中-公开
标题翻译：锚固固定结构与地震加固结构
公开(公告)号：JP2012127120A
公开(公告)日：2012-07-05
申请号：JP2010279764
申请日：2010-12-15
申请人： Ohbayashi Corp , 株式会社大林組
发明人： WACHI YASUHARU , EMURA MASARU , YAMAMOTO AKIRA
IPC分类号： E02D5/80 , E02D27/34
摘要： PROBLEM TO BE SOLVED: To restrain a tendon from being sagged by a push-in force acting on an anchor on the occurrence of an earthquake, and to prevent plastic deformation of a belleville spring of an anchorage portion of the anchor.SOLUTION: An anchor fixing structure anchors an end of a prestressing steel strand 24, which constitutes an anchor 10, to ground 2 as a construction object by means of an anchorage device 50. The anchor fixing structure comprises a belleville spring 76 that is disposed between the anchorage device 50 and the ground 2 and that urges the anchorage device 50 to a side opposite to the ground 2, and a stopper 78 that is disposed between the anchorage device 50 and the ground 2 and that limits the amount of elastic deformation of the belleville spring 76 to an amount equal to/more than a predetermined amount.
摘要翻译：要解决的问题：通过在发生地震时作用在锚上的推进力来限制腱下垂，并且防止锚的锚固部分的贝氏弹簧的塑性变形。解决方案：锚定固定结构通过锚固装置50将构成锚固件10的预应力钢绞线24的端部锚固到作为施工对象的地面2上。锚固固定结构包括贝尔维尔弹簧76，设置在锚固装置50和地面2之间，并且将锚固装置50推压到与地面2相对的一侧;以及止动件78，其设置在锚固装置50和地面2之间，并且限制弹性量贝氏弹簧76的变形量等于/大于预定量。版权所有（C）2012，JPO＆INPIT

6. 发明专利

JP2006274733A Triple tube structure and vibration control system thereof 有权
标题翻译：三重管结构及其振动控制系统
公开(公告)号：JP2006274733A
公开(公告)日：2006-10-12
申请号：JP2005098170
申请日：2005-03-30
申请人： Ohbayashi Corp , 株式会社大林組
发明人： EMURA MASARU , TOKUYAMA JUNICHIRO , TORII SHIGERU
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a triple tube structure capable of widening area of each dwelling unit, widening a view, and obtaining lighting even from a central part of a building. SOLUTION: In this triple tube structure provided with tube frames having a rigid frame structure constituted by combining columns and beams in three layers, a corridor space 21 is provided between the tube frame 2 on the innermost side and the intermediate tube frame 5, and a habitable space 22 is provided between the intermediate tube frame 5 and the tube frame 8 on the outermost side. Since the column and the beam in the intermediate tube frame 5 are not arranged in each dwelling unit provided in the habitable space 22, area of each dwelling unit can be widened. Since a corridor space 21 is provided between the intermediate tube frame 5 and the tube frame 2 on the inner side, strength and earthquake resistance as a skyscraper can be sufficiently ensured even if the tube frame 8 on the outer side has wide span. Since an open ceiling space is provided on an inner side of the tube frame 2 on the inner side, lighting is obtained even from the central part of the building. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种即使从建筑物的中心部分能够扩大每个住宅单元的面积，拓宽视野并获得照明的三重管结构。解决方案：在三管结构中，具有通过将柱和梁组合成三层构成的刚性框架结构的管框架，在最内侧的管框架2和中间管框架5之间设置走廊空间21 并且在最外侧的中间管框架5和管框架8之间设置可居住的空间22。由于中间管框架5中的柱和梁不布置在设置在可居住空间22中的每个住宅单元中，因此可以扩大每个住宅单元的面积。由于在中间管框架5和内侧的管框架2之间设置走廊空间21，所以即使外侧的管框8具有宽跨度，也能够充分确保作为摩天大楼的强度和抗震性。由于在内侧的管框架2的内侧设置开放的天花板空间，所以即使从建筑物的中央部分也可获得照明。版权所有（C）2007，JPO＆INPIT

7. 发明专利

JP2005350874A Structure and method for mounting tower crane 审中-公开
标题翻译：安装塔式起重机的结构和方法
公开(公告)号：JP2005350874A
公开(公告)日：2005-12-22
申请号：JP2004169879
申请日：2004-06-08
申请人： Ohbayashi Corp , 株式会社大林組
发明人： ONO HIDEO , ISHIKAWA IKUO , EMURA MASARU , SUGIMOTO KOICHI , NAKAJIMA YASUO , FURUYA NORIYUKI
IPC分类号： E04G21/16 , B66C23/32
摘要： PROBLEM TO BE SOLVED: To provide a tower crane mounting structure which can reduce the degree of dimensional change and reinforcement of a beam constituting a building frame and which can prevent an in-building space from becoming narrower than necessary, and a mounting method for a trestle for a tower crane.
SOLUTION: This mounting method for the tower crane is used for mounting the tower crane 1, which has a main trestle 22 for supporting a mast, on four beams 102 which are connected among four adjacent columns 101. In the mounting method, after each supporting beam 210 is laid between the two beams 102 orthogonal to each other, the main trestle 22 is mounted in almost central positions C on the supporting beams 210.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够减少构成建筑物框架的梁的尺寸变化和加强的程度的塔式起重机安装结构，并且能够防止建筑物内部空间变得比必要的狭窄，并且安装塔式起重机的支架方法。解决方案：这种用于塔式起重机的安装方法用于将具有用于支撑桅杆的主支架22的塔式起重机1安装在连接在四个相邻列101之间的四个梁102上。在安装方法中，在每个支撑梁210被放置在彼此正交的两个梁102之间之后，主支架22安装在支撑梁210上的几乎中心位置C.（C）2006年，JPO和NCIPI

8. 发明专利

JP2005178940A Tower crane stand and tower crane supporting method 审中-公开
标题翻译：塔式起重机和塔式起重机支撑方法
公开(公告)号：JP2005178940A
公开(公告)日：2005-07-07
申请号：JP2003419115
申请日：2003-12-17
申请人： Ohbayashi Corp , 株式会社大林組
发明人： ONO HIDEO , EMURA MASARU , FURUYA NORIYUKI , SOMEYA SATOSHI , NAKAJIMA YASUO , KURITA KOHEI
IPC分类号： E04G21/16 , B66C23/32
摘要： PROBLEM TO BE SOLVED: To provide a tower crane stand capable of being used without dimension change or reinforcement of a beam material constituting a building skeleton, and a tower crane supporting method.
SOLUTION: This stand 22 is provided with a stand body 30 for supporting a mast 10, a leg 40 protruding to a side part from the stand body 30, a hinge 50 for turnably connecting the leg 40 with respect to the stand body 30, and an attachment member 60 supporting the leg 40 respectively and attached to a pillar 101 of the building skeleton 100.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够在没有尺寸变化或加强构成建筑物骨架的梁材料的情况下使用的塔式起重机架，以及塔式起重机支撑方法。解决方案：该支架22设置有用于支撑桅杆10的支架主体30，从支架主体30突出到侧部的支脚40，用于相对于支架体可转动地连接支脚40的铰链50 30，以及分别支承腿部40并安装在建筑物骨架100的支柱101上的安装构件60.（C）2005，JPO＆NCIPI

9. 发明专利

JP2002089081A KARMAN'S VORTEX VIBRATION SUPPRESSING DEVICE FOR TOWER- LIKE STRUCTURE 失效
公开(公告)号：JP2002089081A
公开(公告)日：2002-03-27
申请号：JP2000278132
申请日：2000-09-13
申请人： OHBAYASHI CORP
发明人： KOIZUMI TATSUYA , SERIZAWA TAKEHARU , EMURA MASARU
IPC分类号： E01D1/00 , E01D19/02 , E01D19/14 , E04B1/98 , E04H9/14 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration control device suppressing the vibration caused by the Karman's vortex generated around a tower-like structure by wind without restricting the external appearance design of the tower-like structure. SOLUTION: This vibration control device is provided with a rigidity changing means 5 capable of changing the natural frequency of the tower-like structure 1, a wind velocity detecting means 7 detecting the wind velocity blown to the tower-like structure 1, and an operation control means 9 operating the rigidity changing mechanism of the rigidity changing means 5 to change the natural frequency of the tower-like structure 1 when the wind velocity detected by the wind velocity detecting means 7 is the wind velocity generating the Karman's vortex having the generated frequency coinciding with the natural frequency of the tower-like structure 1.

10. 发明专利

JPH08113190A ON-WATER FLOATING STRUCTURE 失效
公开(公告)号：JPH08113190A
公开(公告)日：1996-05-07
申请号：JP25312694
申请日：1994-10-19
申请人： OHBAYASHI CORP
发明人： IGARASHI KENJI , EMURA MASARU , KATSUNO CHIKAKO , TABATA HIROAKI , TATSUTOMI HIROSHI
IPC分类号： B63B35/44 , E04H15/22
摘要： PURPOSE: To provide the water floating structure which is simple in the structure and low in the cost, and can provide a large scale living space. CONSTITUTION: A roof film 14 is mounted on the upper surface of a circular substrate 12 in a ring shape while its center space section 12a is covered. The inside of the circular substrate 12 is formed into a hollow shape, and a buoyancy adjusting means is provided for a hollow section 12b. The roof film is made of airtight material, and its peripheral section is hermetically mounted on the circular substrate 12. The circular substrate 12 is sunk under the sea with the buoyancy adjusting means operated, and the roof film 14 is expanded by means of air existing in a space between the center space section 12a of the circular substrate 12 and the roof film 14 so as to allow tension to be given. Under this condition, the water floating structure 10 floats over the sea surface by the buoyancy of air within the roof film 14.

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