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1. 发明专利

JP2013185413A Construction device 有权
标题翻译：建筑设备
公开(公告)号：JP2013185413A
公开(公告)日：2013-09-19
申请号：JP2012053664
申请日：2012-03-09
申请人： Taisei Corp , 大成建設株式会社
发明人： YAJIMA KIYOSHI , INADA HIROBUMI , KUBOKI KUNIHIKO
IPC分类号： E04H12/12 , E04H12/34
摘要： PROBLEM TO BE SOLVED: To improve the efficiency of the lift-up operation of a column member when a tower-like structure is constructed.SOLUTION: A construction device which constructs a tower-like structure by connecting a plurality of column members includes: a structure which forms an introduction space into which the column member is introduced and an upper space located above the introduction space; lifting/lowering means which includes a suspended frame on which the column member introduced into the introduction space is mounted and a suspension member which is connected to the suspended frame, and can lift up a connected body of the column members by the suspension member; guide means which guides the movement of the connected body during lift-up, in the upper space; and support means which is installed to the structure and releasably supports the connected body so that the connected body after lift-up does not fall.
摘要翻译：要解决的问题：提高构造塔状结构时的柱构件的提升作业的效率。解决方案：通过连接多个柱构件来构造塔状结构的构造装置包括：结构，其形成引入空间，柱构件被引入其中，上部空间位于引入空间的上方; 提升/降低装置，其包括悬挂框架，柱构件引入到引入空间中的悬挂框架和悬挂构件，悬挂构件连接到悬挂框架，并且可以通过悬挂构件提升柱构件的连接体; 引导装置，其在上升空间中引导连接体在提升期间的运动; 以及支撑装置，其被安装到结构上并且可释放地支撑连接的主体，使得提升之后的连接体不会掉落。

2. 发明专利

JP2013112973A Building structure 有权
标题翻译：建筑结构
公开(公告)号：JP2013112973A
公开(公告)日：2013-06-10
申请号：JP2011259140
申请日：2011-11-28
申请人： Taisei Corp , 大成建設株式会社
发明人： YASUDA SATOSHI , SHINNO TATSU , SUGIYAMA TOMOAKI , INADA HIROBUMI
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a building structure capable of simplifying a joint structure at a changeover section of a construction.SOLUTION: The building structure, in which a steel pipe column 2 and a reinforced concrete column 3 provided in a layer lower than the steel pipe column 2 are continuously arranged in the vertical direction, includes a connection reinforcement 31 arranged over between the steel pipe column 2 and the reinforced concrete column 3, the connection reinforcement 31 having an upper part fastened inside the steel pipe column 2 and a lower part fastened to the reinforced concrete column 3 at the further inside than a main reinforcement 32 arranged along the outer face of the reinforced concrete column 3.
摘要翻译：解决的问题：提供能够简化结构的切换部的接合结构的建筑结构。解决方案：设置在比钢管柱2低的层中的钢管柱2和钢筋混凝土柱3在竖直方向上连续地布置的建筑结构包括：连接加强件31，其布置在钢管柱2和钢筋混凝土柱3，连接加强件31具有固定在钢管柱2内的上部，下部在内侧固定在钢筋混凝土柱3上，而不是沿着外侧布置的主加强件32 钢筋混凝土柱面3。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2012177292A Building structure 有权
标题翻译：建筑结构
公开(公告)号：JP2012177292A
公开(公告)日：2012-09-13
申请号：JP2011259142
申请日：2011-11-28
申请人： Taisei Corp , 大成建設株式会社
发明人： SHINNO TATSU , INADA HIROBUMI , IMAI KAZUMASA , OKADA NAOKO , SUGIYAMA TOMOAKI , YASUDA SATOSHI
IPC分类号： E04B1/30 , E04B1/18 , E04C3/293
摘要： PROBLEM TO BE SOLVED: To provide a building structure that can simplify a joint structure in a structure switching part.SOLUTION: In the building structure where a steel pipe column 2 and a reinforced concrete column 3 disposed below the steel pipe column 2 are continuously arranged in the vertical direction, the reinforced concrete column 3 is provided with restraining reinforcements 32 arranged along the exterior surface, and main reinforcements 31 arranged inside the restraining reinforcements 32, and the main reinforcements 31 project from the upper end surface of the reinforced concrete column 3 and are fixed inside the steel pipe column 2 at the joint part of the steel pipe column 2 and the reinforced concrete column 3.
摘要翻译：要解决的问题：提供一种可以简化结构切换部件中的接头结构的建筑结构。
解决方案：在钢管柱2和设置在钢管柱2下方的钢筋混凝土柱3沿垂直方向连续排列的建筑结构中，钢筋混凝土柱3设有限制加强件32，沿着外表面和设置在约束加强件32内的主加强件31，并且主加强件31从钢筋混凝土柱3的上端面突出，并且在钢管柱2的接合部分处固定在钢管柱2内钢筋混凝土柱3.版权所有（C）2012，JPO＆INPIT

4. 发明专利

JP2014134076A Reinforcing structure 审中-公开
标题翻译：加固结构
公开(公告)号：JP2014134076A
公开(公告)日：2014-07-24
申请号：JP2013004029
申请日：2013-01-11
申请人： Taisei Corp , 大成建設株式会社
发明人： WATANABE HIDEYOSHI , INADA HIROBUMI , KOMURO TSUTOMU
IPC分类号： E04B1/21 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To further simplify bar arrangement in a beam-column joint, and to increase rake-out destruction strength of a beam main reinforcement by suppressing an increase in cost.SOLUTION: In a reinforcement structure for a beam-column joint of reinforced concrete construction, a pair of beam main reinforcements each having a plate-type anchorage portion at an end and arranged in such a manner as to face each other is embedded. Reinforcing bars arranged in parallel with the beam main reinforcements are provided, and plate-type anchorage portions are provided at both ends of the reinforcing bar, respectively.
摘要翻译：要解决的问题：进一步简化梁柱接头中的杆布置，并通过抑制成本增加来增加梁主加固件的耙离破坏强度。解决方案：在用于梁柱接头的加强结构中钢筋混凝土结构，一对梁主加强件，每一个在端部具有板形锚固部分并且以彼此面对的方式布置。提供与梁主加强件平行布置的加强杆，并且分别在钢筋的两端设置板型锚固部。

5. 发明专利

JP2014029088A Manufacturing method and fixation structure for pre-stressed concrete member 有权
标题翻译：预应力混凝土构件的制造方法和固定结构
公开(公告)号：JP2014029088A
公开(公告)日：2014-02-13
申请号：JP2012170482
申请日：2012-07-31
申请人： Taisei Corp , 大成建設株式会社
发明人： KORENAGA TAKEYOSHI , INADA HIROBUMI , TAKEZAKI SHINICHI , KAI TAKAO , MINOWA TATSUO , KOMURO TSUTOMU , SHINTANI KOHEI
IPC分类号： E04C5/08 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To downsize a fixation section while securing necessary fixation strength.SOLUTION: A manufacturing process for a pre-stressed concrete member comprises: a tensioning process to introduce pre-stress into a concrete member by applying tension to a PC stranded wire inserted into a sheath pipe embedded in the concrete member and bearing plates arranged at both edge faces thereof; a filling process to fill a filling material inside the sheathe pipe; and a release process to release the tension of the PC stranded wire after strength of the filling material is developed and to remove the bearing plates. The PC stranded wire is provided with a metal fixture which is arranged inside the sheath pipe and preliminarily fixed thereto through pressure bonding.
摘要翻译：要解决的问题：在确保必要的固定强度的同时缩小固定部分。解决方案：预应力混凝土构件的制造方法包括：张紧过程，通过向PC绞线施加张力将预应力引入混凝土构件插入嵌入混凝土构件的护套管和布置在其两个边缘面的承载板; 灌装过程，以填充护套管内的填充材料; 以及在开发填充材料的强度之后释放PC绞线的张力并释放支承板的释放过程。 PC绞合线设置有金属夹具，该金属夹具布置在护套管内部并通过压力粘合预先固定在其上。

6. 发明专利

JP2013112972A Building structure 有权
标题翻译：建筑结构
公开(公告)号：JP2013112972A
公开(公告)日：2013-06-10
申请号：JP2011259139
申请日：2011-11-28
申请人： Taisei Corp , 大成建設株式会社
发明人： YASUDA SATOSHI , SHINNO TATSU , SUGIYAMA TOMOAKI , INADA HIROBUMI
IPC分类号： E04B1/30 , E04B1/21 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a building structure capable of simplifying a joint structure at a changeover section of a construction.SOLUTION: In the building structure, a steel pipe column 2 and a reinforced concrete column 3 provided in a layer lower than the steel pipe column 2 are continuously arranged in the vertical direction. A cylindrical reinforcing member is peripherally provided on the outer peripheral face of the head of the reinforced concrete column 2, and a main reinforcement 31 of the reinforced concrete column 3 is protruded from the upper end face of the reinforced concrete column 3 and fastened inside the steel pipe column 2 or fixed to the steel pipe column 2.
摘要翻译：解决的问题：提供能够简化结构的切换部的接合结构的建筑结构。解决方案：在建筑结构中，设置在比钢管柱2低的层中的钢管柱2和钢筋混凝土柱3在垂直方向上连续地布置。在钢筋混凝土柱2的头部的外周面上周向设有圆筒状的加强构件，钢筋混凝土柱3的主加强件31从钢筋混凝土柱3的上端面突出，并固定在钢管柱2或固定在钢管柱2上。版权所有（C）2013，JPO＆INPIT

7. 发明专利

JP2012207410A Connection structure for column member, and construction method for tower-like structure 有权
标题翻译：柱状结构的连接结构和塔式结构的构造方法
公开(公告)号：JP2012207410A
公开(公告)日：2012-10-25
申请号：JP2011072797
申请日：2011-03-29
申请人： Taisei Corp , 大成建設株式会社
发明人： INADA HIROBUMI , KUBOKI KUNIHIKO , ITO NOBUYASU , KAYASHIMA MAKOTO , OTAKE KATSUHIRO , MIURA ATSUSHI , MINOWA TATSUO
IPC分类号： E04B1/58 , E04B1/24 , E04G21/18 , E04H12/12
摘要： PROBLEM TO BE SOLVED: To provide a connection structure for a column member, which enables simplified adjustment of angle shift, and a construction method for a tower-like structure.SOLUTION: A tower-like structure is constructed by a connection structure 1 for a column member, in which upper and lower column members 10 and 20 butting against each other in a vertical direction are joined together. A level adjusting plate 30 is interposed between butt surfaces of the upper and lower column members 10 and 20, a top surface of the level adjusting plate 30 assumes horizontality in a state in which the level adjusting plate 30 is placed on the upper end surface of the lower-side column member 20, and the level adjusting plate 30 has a planar shape capable of abutting on the whole butt surfaces of the upper and lower column members 10 and 20.
摘要翻译：要解决的问题：提供一种柱构件的连接结构，其能够简化角度偏移的调整，以及塔式结构的构造方法。解决方案：塔状结构由用于柱构件的连接结构1构成，其中在竖直方向上彼此对接的上下柱构件10和20接合在一起。水平调整板30插入在上列和下列构件10和20的对接表面之间，在水平调节板30的上端表面上设置有水平调节板30的顶表面的水平度下侧柱构件20和水平调整板30具有能够抵接在上下柱构件10和20的整个对接表面上的平面形状。版权所有（C）2013，JPO＆INPIT

8. 发明专利

JP2015048650A 定着構造及び定着方法有权
标题翻译：锚固结构和锚固方法
公开(公告)号：JP2015048650A
公开(公告)日：2015-03-16
申请号：JP2013181543
申请日：2013-09-02
申请人：大成建設株式会社 , Taisei Corp
发明人： IMAI KAZUMASA , OKADA NAOKO , KOMURO TSUTOMU , KORENAGA TAKEYOSHI , INADA HIROBUMI
IPC分类号： E04C5/12 , E04B1/22 , E04B1/58 , E04G21/12
摘要：【課題】充填材の充填作業の作業性及び定着具周囲への充填性を向上すること。【解決手段】本発明の定着構造は、定着具が設けられた鋼材と、前記定着具と対向する定着部と、前記鋼材が挿通すると共に前記定着部に開口した孔と、を有するコンクリート部材と、前記定着具と前記定着部との間に形成され、前記孔内と前記定着具の周囲との間を連通させる連通部と、前記孔内、前記連通部、及び、前記定着具の周囲に充填される充填材と、を備えたことを特徴とする。【選択図】図1
摘要翻译：要解决的问题：提高填料的填充工作的可操作性以及将填料填充到锚固装置的周边的性质。本发明的锚固结构包括：钢材，其具有锚固装置 ; 具有面向所述锚固装置的锚固部分和经过所述钢材插入并在所述锚固部分开口的孔的混凝土构件; 连通部，其形成在所述锚固装置和所述锚固部之间，并且将所述孔的内部与所述锚固装置的周边连通; 以及填充到孔，连通部和锚固装置的周边的填料。

9. 发明专利

JP2013155604A Shear reinforcement structure of beam and pre-stressed concrete beam provided with the same 有权
标题翻译：梁和预应力混凝土梁的剪切加固结构
公开(公告)号：JP2013155604A
公开(公告)日：2013-08-15
申请号：JP2013108539
申请日：2013-05-23
申请人： Taisei Corp , 大成建設株式会社
发明人： KORENAGA TAKEYOSHI , TAKEZAKI SHINICHI , KOMURO TSUTOMU , KAWAMOTO SHINICHIRO , KAI TAKAO , INADA HIROBUMI
IPC分类号： E04C3/36
摘要： PROBLEM TO BE SOLVED: To provide a shear reinforcement structure of a beam, capable of miniaturizing the size and weight of the beam, and a pre-stressed concrete beam provided with the same.SOLUTION: In a pre-stressed concrete beam, a precast pretension member including a span central part of the beam and a precast RC member joined to at least one end of the pretension member are pressed and joined together by tendons disposed in an upper portion and a lower portion of each of the members. The upper portion of each of the pretension member and the RC member is provided with a plurality of upper side main bars embedded in a plurality of rows and in a plurality of stages; the lower portion of each of the pretension member and the RC member is provided with a plurality of lower side main bars embedded in a plurality of rows and in a plurality of stages; the periphery of the upper side main bars is provided with a plurality of upper side restriction bars arranged at equal intervals in an axial direction and worked to be annular to restrict the upper side main bars; and the periphery of the lower side main bars is provided with a plurality of lower side restriction bars arranged at equal intervals in an axial direction and worked to be annular to restrict the lower side main bars.
摘要翻译：要解决的问题：提供能够使梁的尺寸和重量小型化的梁的剪切增强结构以及设置有梁的预应力混凝土梁。解决方案：在预应力混凝土梁中，预制包括梁的跨度中心部分的预张紧构件和连接到预紧构件的至少一端的预制RC构件通过设置在每个构件的上部和下部中的筋被按压并连接在一起。每个预紧构件和RC构件的上部设置有多个嵌入多行和多级的上侧主杆; 每个预紧构件和RC构件的下部设置有多个嵌入多行和多级的下侧主杆; 上侧主杆的周边设置有沿轴向等间隔布置的多个上侧限制杆，并加工成环形以限制上侧主杆; 并且下侧主杆的周边设置有沿轴向等间隔布置的多个下侧限制杆，并被加工成环形以限制下侧主杆。

10. 发明专利

JP2012215037A Column member joint structure 审中-公开
标题翻译：柱会员联合结构
公开(公告)号：JP2012215037A
公开(公告)日：2012-11-08
申请号：JP2011081624
申请日：2011-04-01
申请人： Taisei Corp , 大成建設株式会社
发明人： KAYASHIMA MAKOTO , INADA HIROBUMI , KAI TAKAO
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To easily and inexpensively provide a column member joint structure capable of: adjusting a tilt angle at a joint section while securing joint strength between the column members continuously jointed one above the other; and securing durability at the joint section.SOLUTION: A column member joint structure comprises: an upper steel pipe 12 provided at a lower edge section of an upper side column member 10; a lower steel pipe 22 provided at an upper edge section of a lower side column member 20; and a plurality of connection members 30, 30 and 30 arranged around the upper steel pile 12 as well as the lower steel pile 22. Each connection member 30, 30 or 30 has a cover plate 31 which covers outer surfaces of the upper steel pipe 12 and the lower steel pipe 22; and splice plates 32 and 32 which are integrated with the cover plate 31. The cover plate 31 and the splice plates 32 are proved with rust-proofing treatment. A seal member 50 is arranged at a peripheral section of each connection member 30.
摘要翻译：要解决的问题：为了容易且廉价地提供一种柱构件接合结构，其能够：在确保连接在一起的柱构件之间的接合强度的同时，调节接合部的倾斜角度; 并确保接头部分的耐用性。解决方案：柱构件接合结构包括：设置在上侧柱构件10的下边缘部分处的上钢管12; 设置在下侧柱构件20的上缘部的下钢管22; 以及围绕上钢桩12以及下钢桩22布置的多个连接构件30,30和30.每个连接构件30,30或30具有覆盖上钢管12的外表面的盖板31 和下钢管22; 以及与盖板31一体化的接合板32和32.通过防锈处理证明盖板31和接合板32。密封构件50布置在每个连接构件30的周边部分。版权所有（C）2013，JPO和INPIT

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