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1. 发明专利

JP2010203184A Precast joint member and beam-column frame 审中-公开
标题翻译： PRECAST JOINT会员和BEAM-COLUMN框架
公开(公告)号：JP2010203184A
公开(公告)日：2010-09-16
申请号：JP2009052034
申请日：2009-03-05
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAMOTO SHUNJI , UEDA HIROYUKI , MOCHINAGA TAKAHIRO , MIKUNI MASANORI
IPC分类号： E04B1/21
摘要： PROBLEM TO BE SOLVED: To provide a precast joint member which can save space, improve transport efficiency and reduce costs.
SOLUTION: The precast joint member includes a column connection part 5 connecting columns 2 together and a beam connection part 6 connecting at least two beams 3 arranged in a direction intersecting with each other in a plane view. A joint beam main bar 8 of the joint connecting the beam main bars 9 of one of the beams 3 is embedded in the beam connection part 6 with its end projecting, and a mechanical joint member 10, to which the beam main bars 9 of the other beam 3 are mechanically jointed, is embedded in the beam connection part.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供可以节省空间，提高运输效率和降低成本的预制接头构件。解决方案：预制接头构件包括将柱2连接在一起的柱连接部分5和连接沿平面相互交叉的方向布置的至少两个梁3的梁连接部分6。连接梁3中的一个梁3的梁主杆9的接合梁主杆8以其端部突出的方式嵌入梁连接部分6中，并且机械接头构件10，其他梁3被机械连接，嵌入梁连接部分。版权所有（C）2010，JPO＆INPIT

2. 发明专利

JP2010156182A Horizontal member, building with horizontal member, and horizontal member installation method 审中-公开
标题翻译：水平会员，具有水平会员的建筑物和水平会员安装方法
公开(公告)号：JP2010156182A
公开(公告)日：2010-07-15
申请号：JP2009000154
申请日：2009-01-05
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OKADA JUNICHI , MOCHINAGA TAKAHIRO , SUZUKI NAOMIKI , OTA YOSHIHIRO , TAKEUCHI MITSURU
IPC分类号： E04B1/34 , E04B1/04 , E04B1/21
摘要： PROBLEM TO BE SOLVED: To make floor arrangement changeable in modification and reconstruction regarding a horizontal member disposed between wall members. SOLUTION: A support means 22 presses the wall member 14 to increase frictional force generated between the support means 22 and the wall member 14. Shearing force of a floor member body 16 is transmitted to the wall member 14 by this frictional force to support a floor member 10 to the wall member 14. Concrete or mortar is not therefore required in a joint part between the wall member 14 and the floor member 10, and breaking-up of concrete or the like is not required when moving or removing the floor member 10. Consequently, compared with the case of placing concrete or the like in the joint part, the arrangement change and removal of the floor member 10 are facilitated to permit modification and reconstruction corresponding to a user's demand such as increasing/decreasing the number of stories of the building 12 and providing an open ceiling in the building 12. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：使得关于设置在壁构件之间的水平构件的修改和重建中的地板布置可以变化。解决方案：支撑装置22挤压壁构件14以增加在支撑装置22和壁构件14之间产生的摩擦力。地板构件主体16的剪切力通过该摩擦力传递到壁构件14，将地板构件10支撑在壁构件14上。因此，在壁构件14和地板构件10之间的接合部分中不需要混凝土或砂浆，并且当移动或移除墙构件14时不需要破坏混凝土等因此，与将混凝土等放置在接合部中的情况相比，地板构件10的布置改变和移除有助于允许根据用户的需求进行修改和重建，例如增加/减少数字 12号楼的故事，并在建筑12中提供开放式天花板。版权所有（C）2010，JPO＆INPIT

3. 发明专利

JP2010101014A Building method 审中-公开
标题翻译：建筑方法
公开(公告)号：JP2010101014A
公开(公告)日：2010-05-06
申请号：JP2008271138
申请日：2008-10-21
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAMOTO SHUNJI , UEDA HIROYUKI , MOCHINAGA TAKAHIRO
IPC分类号： E04G23/02 , E02D27/00 , E02D27/12 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To efficiently and accurately construct a pile even in a slope.
SOLUTION: In this building method, a new building B1 is formed above an existing slab 2, which is installed leaving a space from the slope n, above the slope n. The new pile 4 is installed in the ground G of the slope n from the top of the existing slab 2. A newly-constructed column 5 of the building B1 is connected to an upper end of the pile 4 above the existing slab 2, and the building B1 is formed so that a load of the building acts onto the pile 4 from the column 5.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：即使在斜坡中也能有效且准确地构造桩。解决方案：在这种建筑方法中，在现有的平板2的上方形成一个新的建筑物B1，它安装在斜坡n上方从斜面n留下一个空间。新桩4从现有板坯2的顶部安装在斜面n的地面G.建筑物B1的新建立的柱5连接到现有板坯2上方的桩4的上端，并且建筑物B1形成为使得建筑物的载荷从塔5作用在桩4上。版权所有（C）2010，JPO＆INPIT

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