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1. 发明专利

JPH07300817A CONCRETE-FILLED STEEL PIPE TRUSS PIER AND CONSTRUCTION METHOD 失效
公开(公告)号：JPH07300817A
公开(公告)日：1995-11-14
申请号：JP11737194
申请日：1994-05-09
申请人： NIPPON STEEL CORP , TAISEI CORP
发明人： OTA HIDEMI , KOMATSU AKIRA , TOMONO KAZUNORI , MIZUKAMI SHIGEKI , IMAI YOSHIAKI , HORIGUCHI MASAICHI , MOCHIZUKI AKIHIKO , HIUGA FUMIHIDE
IPC分类号： E01D19/02
摘要： PURPOSE:To provide the structure of a pier which makes it possible to shorten the construction process and enhance its load bearing capacity and reduce the weight and eliminate the eminence work. CONSTITUTION:Panel blocks 9 in which horizontal beams 2 and slanting beams 3 are joined with a plurality of steel pipe posts having a rig inside, are manufactured. The panel blocks 9 are erected on a lift rack and the horizontal beams 2 and the slanting beams 3 are joined with each other, thereby building up a 3D block. The lift rack 10 is adapted to rise and maintained at a specified position, the lower stage blocks 9 are erected in a lower space and joined with each other and then the lift rack is adapted to fall. The same process is repeated hereafter, thereby finishing a steel pipe truss. After that, concrete 1b is filled up in the steel pipe posts 1.

2. 发明专利

JP2005264533A Prestressed concrete box girder incremental launching erection method 有权
标题翻译：预制混凝土搅拌机增长启动方法
公开(公告)号：JP2005264533A
公开(公告)日：2005-09-29
申请号：JP2004077557
申请日：2004-03-18
申请人： Taisei Corp , 大成建設株式会社
发明人： IGUMA YASUO , HIGASHIDA NORIMASA , SHIRATANI KOJI , HORIGUCHI MASAICHI , INAHARA HIDEHIKO , TSUKAMOTO ATSUSHI
IPC分类号： E01D21/00 , E01D1/00 , E01D2/04
摘要： PROBLEM TO BE SOLVED: To provide a prestressed concrete box girder incremental launching erection method of excellent workability and economical efficiency by reducing prestressed concrete steel members discarded after only a short-term use, and reducing the weight of a prestressed concrete box girder in incremental launching erection without leaving unnecessary cables in the cross section of the prestressed concrete box girder when completed.
SOLUTION: The prestressed concrete box girder incremental launching erection method comprises a prestressed concrete box girder construction process for forming a prestressed concrete box girder 10 by integrating at least two or more box girder members having internal spaces while loading tensile forces to the box girder members by inner steel members disposed in the member cross sections of the box girder members, and outer steel members disposed outside the member cross sections of the box girder members so as to almost equalize upper and lower compressive stresses of the box girder members; a prestressed concrete box girder extruding process for extruding the prestressed concrete box girder 10 constructed in the prestressed concrete box girder construction process from behind an abutment; and a cross beam placing process for closing a part of the internal space part of the box girder member on an intermediate fulcrum 3 to construct a cross beam.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：通过减少短期使用后弃置的预应力混凝土钢构件，提供预应力混凝土箱梁增量式起重安装方法，具有优异的可加工性和经济效益，减少了预应力混凝土箱梁的重量在完成后，在预应力混凝土箱梁的横截面中不增加不必要的电缆的增量发射架设。解决方案：预应力混凝土箱梁增量式起重安装方法包括预应力混凝土箱梁施工工艺，用于通过集成至少两个或多个具有内部空间的箱梁构件来形成预应力混凝土箱梁10，同时向箱体加载拉力设置在箱梁构件的构件横截面中的内钢构件的梁构件和设置在箱梁构件的构件横截面外侧的外钢构件，以使箱梁构件的上下压缩应力几乎相等; 预应力混凝土箱梁挤压工艺，用于挤压预应力混凝土箱梁10，在预应力混凝土箱梁施工过程中由基台后面构成; 以及横梁放置过程，用于将中间支点3上的箱梁构件的内部空间部分的一部分闭合以构造横梁。版权所有（C）2005，JPO＆NCIPI

3. 发明专利

JP2005083136A Composite structure support 审中-公开
标题翻译：复合结构支持
公开(公告)号：JP2005083136A
公开(公告)日：2005-03-31
申请号：JP2003318745
申请日：2003-09-10
申请人： Taisei Corp , 大成建設株式会社
发明人： HORIGUCHI MASAICHI , SHIRATANI KOJI
IPC分类号： E01D19/02 , E04B1/30 , E04C3/36
摘要： PROBLEM TO BE SOLVED: To provide an inexpensive composite structure support composed of a reinforced concrete support and a corrugated steel plate superior in construction characteristics and toughness performance.
SOLUTION: The composite structure support comprises a plurality of reinforced concrete supports 2 arranged by spacing, and a plurality of the corrugated steel plates 3 connected between the reinforced concrete supports 2 and 2. The corrugated steel plate 3 is constituted to be corrugated in an extension direction of the composite structure support 1, which arranges the reinforced concrete support 2 at a corner part.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种廉价的复合结构支撑件，其由钢筋混凝土支架和具有优异的结构特性和韧性性能的波纹钢板组成。解决方案：复合结构支撑件包括多个以间隔布置的钢筋混凝土支撑件2和连接在钢筋混凝土支架2和2之间的多个波纹钢板3.波纹钢板3构成波纹状在复合结构支撑件1的延伸方向上，其将钢筋混凝土支撑件2布置在拐角部分。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2003328320A Construction method of precast capital part and bridge pier capital part 有权
标题翻译：预算部分和桥梁资本部分的构造方法
公开(公告)号：JP2003328320A
公开(公告)日：2003-11-19
申请号：JP2002140043
申请日：2002-05-15
申请人： Taisei Corp , 大成建設株式会社
发明人： FUJIKURA SHUICHI , IMAI YOSHIAKI , HORIGUCHI MASAICHI , INAHARA HIDEHIKO
IPC分类号： E01D19/02 , E01D2/04 , E01D21/00 , E01D101/24
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a precast capital part and a bridge pier capital part that can considerably shorten a construction period. SOLUTION: The precast capital part 10 is composed of a lower floor slab 12, an upper floor slab 11 and a web 13, and the lower floor slab 12 is provided with an opening part 14 which bridge pier main reinforcements 22 projecting from the head part of the bridge pier 20 penetrate. Reinforcement joint implements 15, 16 are embedded in the opening part side face of the lower floor slab 12, and the web 13. While the bridge pier main reinforcements 22 penetrate the opening part 14, the precast capital part 10 is installed at a bridge pier 20. Main reinforcements 18 and lateral reinforcements 31 are connected to the reinforcement joint implements 15, 16 for assembly, and concrete 50 is placed to integrate the bridge pier 20 and the precast capital part 10. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供可大大缩短施工期的预制资本部分和桥墩资本部分的施工方法。
解决方案：预制件10由下层板坯12，上层板坯11和纤维网13组成，下层板坯12设有开口部分14，该开口部分将桥墩主加强件22从桥墩20的头部穿透。加固接头工具15,16嵌入在下层板坯12的开口部侧面和网状物13中。当桥墩主加固件22穿透开口部14时，预制件部10安装在桥墩处 20.主加强件18和侧向加强件31连接到用于组装的加强接头工具15,16上，并且混凝土50被放置成将桥墩20和预制资本部分10整合。（C）2004年， JPO

5. 发明专利

JPH11343609A BACKSTAY 失效
公开(公告)号：JPH11343609A
公开(公告)日：1999-12-14
申请号：JP15158998
申请日：1998-06-01
申请人： TAISEI CORP
发明人： MIYAUCHI MASAMI , HORIGUCHI MASAICHI , MUKONO MOTOHARU , OKADA HIROKI
IPC分类号： E01D19/02 , E01D4/00 , E04G21/12
摘要： PROBLEM TO BE SOLVED: To provide a backstay easy in the construction and removal and having a high strength to shorten the construction period and to reduce the construction cost of an arch bridge. SOLUTION: This backstay is provided with a form 8 composed of a sheathing board 9 inclinedly bridged between the back of the end post 2 and an arch abutment 1, and of a timbering 10 for supporting the sheathing board, a plurality of precast blocks 11 continuously laid on the sheathing board 9, and PC steel twisted wires 12 made of PC steel extendedly stretched through inside the precast blocks 11 between the end post 2 and the arch abutment 1. The PC steel twisted wires 12 are arranged in such a way that the intermediate part of the PC steel twisted wires 12 is bridged on the arch abutment 1 and the end thereof is fixed to the end post 2. The adjoining surface of the precast block 11 to be adjoined on the adjacent other precast block 11 is formed so as to be meshed with the other precast block 11.

6. 发明专利

JPH05331808A ERECTION METHOD FOR REVERSED LANGER ARCH BRIDGE 失效
公开(公告)号：JPH05331808A
公开(公告)日：1993-12-14
申请号：JP16007592
申请日：1992-05-28
申请人： TAISEI CORP
发明人： SADAMITSU MASATO , NAKAHARA JIRO , HORIGUCHI MASAICHI
IPC分类号： E01D1/00 , E01D2/00 , E01D4/00 , E01D21/00 , E01D101/24 , E01D101/26 , E01D101/28 , E01D7/00 , E01D7/02 , E01D21/04
摘要： PURPOSE:To make a great advance in management for work execution and quality control by eliminating the length control of hanging diagonal members, and also eliminating splicing works. CONSTITUTION:In the erection of a reversed Langer arch bridge where a plural number of vertical members 2 are provided over each arch rib 4, and each stiffening girder is provided at the upper ends of a plural number of the vertical ribs 2, each stiffening girder acting as a horizontal girder is built up by placing concrete into a form hoisted by a traveller 3 moving over the upper section of an existing stiffening girder. Each arch rib 4 is built up by placing concrete therein in a state that a mobile type timbering is suspended by a prestressed strand one end of which is installed onto a place where each vertical member 2 is intersected with each stiffening girder. After concrete has been placed, the prestressed strand supporting the form is shored again as a support member for concrete, each vertical member is installed at the tip end of each arch rib, and these works shall be repeatedly performed.

7. 发明专利

JP2006022595A Main pilot girder, main girder structure for erection of box girder bridge and erection method of the box girder bridge 有权
标题翻译：主要引导员，主要框架结构与箱式电缆桥的阻挡方式
公开(公告)号：JP2006022595A
公开(公告)日：2006-01-26
申请号：JP2004203148
申请日：2004-07-09
申请人： Taisei Corp , 大成建設株式会社
发明人： SHIRATANI KOJI , INAHARA HIDEHIKO , HORIGUCHI MASAICHI , TSUKAMOTO ATSUSHI , IGUMA YASUO , HIGASHIDA NORIMASA
IPC分类号： E01D21/06 , E01D1/00 , E01D2/04
摘要： PROBLEM TO BE SOLVED: To provide a main pilot girder capable of reducing construction expenses and shortening a construction period of time. SOLUTION: The corrugated steel plate web main pilot girder 4 comprises a pair of corrugated steel plate web materials 5 and 5 arranged so as to extend it in the direction of a bridge axis at a regular interval in the direction of the width, a steel-made web connecting material 6 connecting the corrugated steel plate web materials 5 and 5 and a pair of PC beams 7 and 7 as lower chords provided to the lower end sections of the corrugated steel plate web materials 5. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供能够降低施工费用并缩短施工时间的主要主梁。解决方案：波纹钢板腹板主导向梁4包括一对波纹钢板腹板材料5和5，其布置成沿宽度方向以规则间隔在桥轴线的方向上延伸，连接波纹钢板材5和5的钢制网连接材料6和设置在波纹钢板材料5的下端部分的下部和弦的一对PC梁7和7。版权所有：（C）2006，JPO＆NCIPI

8. 发明专利

JP2004353255A Structure of bridge 有权
公开(公告)号：JP2004353255A
公开(公告)日：2004-12-16
申请号：JP2003151344
申请日：2003-05-28
申请人： Taisei Corp , 大成建設株式会社
发明人： SUMIYA TSUTOMU , MIYAUCHI HIDETOSHI , IMAI YOSHIAKI , HORIGUCHI MASAICHI
IPC分类号： E01D1/00 , E01D2/00
摘要： PROBLEM TO BE SOLVED: To provide a structure of a bridge equipped with ductile performance against a large scale earthquake at a low cost.
SOLUTION: The bridge of the rigid-framed structure is constituted of superstructure work 1 consisting of piers 2, a bridge girder 11 and a floor slab 12 and a brace material 3 connecting the piers 2 in parallel with each other, the brace material 3 provided in the right angled direction of a bridge axis is provided so that it can resist external force of an earthquake in the case a large scale earthquake occurs, and the brace material 3 provided in the direction of the bridge axis has a structure so as to do damage from external force of the earthquake in the case of a large scale earthquake so that an own natural period of the rigid-framed structure in the direction of the bridge axis in the case of a large scale earthquake can be extended over a long period to make energy in the case of an earthquake absorb and ease.
COPYRIGHT: (C)2005,JPO&NCIPI

9. 发明专利

JP2001226913A DEVICE AND METHOD FOR ERECTING BRIDGE 失效
公开(公告)号：JP2001226913A
公开(公告)日：2001-08-24
申请号：JP2000036243
申请日：2000-02-15
申请人： TAISEI CORP
发明人： TANAKA SHIGECHIKA , MURAI SHUJIRO , HORIGUCHI MASAICHI , URASAKI NOBUYUKI , MORITA HIDETO , YOKOTA KAZUNAO , NAGANUMA KIYOSHI , TADA MASARU
IPC分类号： E01D21/00 , E01D21/10
摘要： PROBLEM TO BE SOLVED: To provide a bridge erecting device, which is used for a cantilever method and lightened and miniaturized. SOLUTION: In the bridge erecting device 1 composed of a movable type working truck 2 capable of moving on a bridge and having a trussed structure and a lifting device 4 supported by the movable working truck and constituted of a center hole jack 40 and a lifting jig 90 for an article to be lifted, the working truck and the lifting device have positioning means in at least one direction of the bridge longitudinal direction and bridge cross direction of the bridge worked in the case of the lifting of the article to be lifted while the lifting jig comprises a lifting beam 91 for the article to be lifted and lifting members 93 installed to the lifting beam, and the lifting beam has hydraulic cylinders 97, 98 for adjusting the relative positional relationship of the lifting member and the article to be lifted.

10. 发明专利

JPH083926A CONSTRUCTION METHOD FOR COMPOSITE STRUCTURE PIER 失效
公开(公告)号：JPH083926A
公开(公告)日：1996-01-09
申请号：JP16621094
申请日：1994-06-24
申请人： TAISEI CORP
发明人： IMAI YOSHIAKI , ITO YOSHIE , HORIGUCHI MASAICHI , MOCHIZUKI AKIHIKO
IPC分类号： E01D19/02 , E01D2/00
摘要： PURPOSE:To shorten a construction period by connecting a steel pipe for post to the upper part of a steel pipe for rack buried in a foundation so as to lift and filling concrete into the steel pipe for post and connecting an area between the post steel pipes with a concrete wall. CONSTITUTION:Post steel pipes 1 are connected to the upper part of a rack steel pipe 3 buried in a foundation one after another, thereby lifting the steel pipes 1 where concrete is injected inside from the lower end of the steel pipe 1 and the steel pipes 1 are interconnected with a temporary binding structural member. Then, the head of a post is formed on the uppermost part of the steel pipe 1 and integrated with the steel pipes 1. Then, a gear of a scaffolding 6 is assembled with a rack of the steel pipes 1 and the scaffolding 6 is mounted alone the steel pipes so that it may rise freely. A reinforcement basket 5 is mounted between the steel pipes 1, using the scaffolding 6 and a rib of the steel pipes 1. A form 7 is assembled outside the reinforcement basket 5 where concrete is filled-up between the forms 7 and a spot between the steel pipes 1 is connected with a concrete wall 8. This construction makes it possible to minimize the number of high elevation work and reduce manpower required for reinforcing assembling work, and thereby shorten construction work.

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