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1. 发明专利

JP2013227814A Support mechanism of mast of construction lift, construction lift, and method for extending mast of construction lift 有权
标题翻译：施工提升施工机构，施工举措及施工方式扩大施工方法
公开(公告)号：JP2013227814A
公开(公告)日：2013-11-07
申请号：JP2012101487
申请日：2012-04-26
申请人： Ohbayashi Corp , 株式会社大林組 , Sanoyas Kenki:Kk , サノヤス建機株式会社
发明人： SATO MASANORI , ONO HIDEO , HEMMI ATSUSHI , IJIRI MITSUO , KAWATAKE ATSUSHI
IPC分类号： E04G1/20 , B66B9/187
摘要： PROBLEM TO BE SOLVED: To enable a mast of a construction lift to be extended by a simple structure and a simple method.SOLUTION: A support mechanism of a mast of a construction lift includes: an H-steel 122 receiving the load of the construction lift; a space 110A which is column body connected to a lower end of the existing mast 20 and connected with a top end of the mast 20 when the mast is extended, and through which the H-steel 122 penetrates; and a special mast 110 having a load receiving part which receives the load of the construction lift as it is placed on the H-steel penetrating through the space 110A. The load receiving part has a strength endurable to the load of the construction lift, the H-steel 122 becomes extractable from the space 110A in a state the load which the H-steel 122 receives is removed, and the special mast 110 is constituted so as not to impede passage of a carrier and a counter-weight after the H-steel 122 is extracted from the space 110A.
摘要翻译：要解决的问题：通过简单的结构和简单的方法使建筑升降机的桅杆得以延伸。解决方案：施工升降桅杆的支撑机构包括：接收施工负荷的H钢122 电梯; 空间110A，柱体与现有的桅杆20的下端连接，当桅杆延伸时与桅杆20的顶端连接，H钢122穿过该空间110A; 以及具有负载接收部的特殊桅杆110，该承载部在承载穿过空间110A的H型钢上时承受施工升力的载荷。负载接收部分具有耐施工升力负荷的强度，H钢122在H钢122接收的载荷被移除的状态下可从空间110A中抽出，特殊的桅杆110构成为在H钢122从空间110A中取出之后，不妨碍载体和配重的通过。

2. 发明专利

JP2012001905A Demolition method and column retainer 有权
标题翻译：拆分方法和柱保持器
公开(公告)号：JP2012001905A
公开(公告)日：2012-01-05
申请号：JP2010135339
申请日：2010-06-14
申请人： Ohbayashi Corp , 株式会社大林組
发明人： TAMURA YOSHINORI , YAMAZAKI HIROAKI , INOMATA KEN , OYAMADA YUICHI , MARUTA KOJI , SATO MASANORI , KIHARA NORIYOSHI
IPC分类号： E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a demolition method capable of demolishing an independent column as a demolition object separated from surrounding beams etc. while stably supporting the column.SOLUTION: A demolition method for an outer peripheral column 13 remaining as an independent column in a building 10 formed of a column and beam structure comprises a step of fixing a pair of temporary frames 62 to a girder 18 in the lower part of the outer peripheral column 13 to fix the outer peripheral column 13 to the pair of frames 62, a step of cutting the outer peripheral column 13 fixed to the pair of frames 62, and a step of releasing the fixing of the outer peripheral column 13 to the pair of frames 62 to lift the outer peripheral column 13 with a tower crane and remove it.
摘要翻译：要解决的问题：提供一种能够拆除独立柱作为与周围梁等分离的拆除物体的拆除方法，同时稳定地支撑塔。解决方案：用于由柱梁结构形成的建筑物10中作为独立柱保留的外周柱13的拆除方法包括将一对临时框架62固定到下部的梁18的步骤外周柱13将外周柱13固定在一对框架62上，切断固定在一对框架62上的外周柱13的步骤，以及将外周柱13的固定释放到一对框架62用塔式起重机提升外周柱13并将其移除。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2014134097A Demolition method for building 有权
标题翻译：建筑拆解方法
公开(公告)号：JP2014134097A
公开(公告)日：2014-07-24
申请号：JP2014051589
申请日：2014-03-14
申请人： Ohbayashi Corp , 株式会社大林組
发明人： TAMURA YOSHINORI , YAMAZAKI HIROAKI , INOMATA KEN , OYAMADA YUICHI , MARUTA KOJI , SATO MASANORI , KIHARA NORIYOSHI
IPC分类号： E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a demolition method for a building that can improve construction efficiency of demolition work for the building.SOLUTION: There is provided a demolition method for a building in which a building 10 is demolished into block bodies and the demolished block bodies are withdrawn. When a slab 30 is cut and demolished on a demolition floor, the slab is cut along longitudinal bars, which are left without being cut; and then the slab is cut along distributing bars so as to cut the longitudinal bars.
摘要翻译：要解决的问题：提供一种可以提高建筑物拆除工程施工效率的建筑物拆除方法。解决方案：建筑物10被拆除成块体和被拆除的建筑物的拆除方法尸体被撤回当在拆除地板上切割并拆除板坯30时，沿纵向切割板坯，其不会被切割留下; 然后沿分布杆切割板坯，以切割纵向条。

4. 发明专利

JP2013245479A Curing device and curing method for building 有权
标题翻译：固化装置和固化方法
公开(公告)号：JP2013245479A
公开(公告)日：2013-12-09
申请号：JP2012120075
申请日：2012-05-25
申请人： Ohbayashi Corp , 株式会社大林組 , Sansei Kenki Kk , 三成研機株式会社
发明人： DOYAMA ATSUHIRO , MIZUSHIMA YOSHITO , ONO HIDEO , SATO MASANORI , NANBARA TETSUYA , ASANO TAKESHI , NISHIDA NAOKI , YOSHII HIDEO
IPC分类号： E04G21/32
摘要： PROBLEM TO BE SOLVED: To provide a curing device which is capable of performing turning without using a crane.SOLUTION: A curing device comprises a curing support member 2 which is installed to cover the outer periphery of a predetermined floor of a building, and a curing sheet 9 which is provided to cover an outer surface of the curing support member 2. The curing support member 2 is configured by connecting a plurality of units 3 which are divided to be arranged side by side in a horizontal direction, and each of the units 3 is configured to be fixed to an outer surface of the building. The curing support member 2 divided into five units of a driven truss structure 4 which is provided in the center, drive truss structures 5 and 6 which are provided at both outer sides of the driven truss structure 4, respectively, and are capable of at least either falling or rising relatively to the driven truss structure 4, and terminal truss structures 7 and 8 which are provided outside of the drive truss structures 5 and 6, respectively, and are capable of at least either falling or rising relatively to the drive truss structures 5 and 6.
摘要翻译：要解决的问题：提供一种能够在不使用起重机的情况下进行转弯的固化装置。解决方案：固化装置包括固化支撑构件2，固化支撑构件2安装成覆盖建筑物的预定地板的外周，固化板9设置成覆盖固化支撑构件2的外表面。固化支撑构件2通过连接多个在水平方向上并排布置的单元3而构成，并且每个单元3被构造成固定到建筑物的外表面。固化支撑构件2被分成设置在中心的驱动桁架结构4的五个单元，驱动桁架结构5和6，其分别设置在被驱动桁架结构4的两个外侧，并且能够至少相对于被驱动的桁架结构4下降或上升，以及分别设置在驱动桁架结构5和6外侧并且能够相对于驱动桁架结构至少下降或上升的端子桁架结构7和8 5和6。

5. 发明专利

JP2013124162A Wall crane 有权
标题翻译：墙起重机
公开(公告)号：JP2013124162A
公开(公告)日：2013-06-24
申请号：JP2011273697
申请日：2011-12-14
申请人： Ohbayashi Corp , 株式会社大林組
发明人： ONO HIDEO , SATO MASANORI
IPC分类号： B66C23/20 , B66C23/88
摘要： PROBLEM TO BE SOLVED: To provide a wall crane suitable for use in a narrow site, whose periphery is surrounded with a wall.SOLUTION: The wall crane 10 includes: a support pillar 12 disposed in the inner wall of a cylindrical pillar 1 to be rotatable around an axis; a boom 14 supported by the support pillar 12 to be raised and fallen; an electric chain hoist 16 supported by the boom 14 to hoist a stair 2; a motor 20 for rotating the support pillar 12 around the axis; and an electric chain hoist 18 supported by the support pillar 12 to hoist and drop the boom 14 to make the boom rise and fall.
摘要翻译：要解决的问题：提供一种适用于狭窄场所的壁挂式起重机，其外围被墙围成。解决方案：壁挂式起重机10包括：支撑柱12，其设置在圆柱形支柱1的内壁中，以可围绕轴线旋转; 由支撑柱12支撑的吊杆14将被升起和下降; 由吊杆14支撑的电动葫芦16，以提升楼梯2; 用于使支撑柱12围绕轴线旋转的马达20; 以及由支撑柱12支撑的电动链葫芦18，以提升和降下吊杆14，使吊杆上升和下降。版权所有（C）2013，JPO＆INPIT

6. 发明专利

JP2012001904A Demolition method for building 有权
标题翻译：建筑拆解方法
公开(公告)号：JP2012001904A
公开(公告)日：2012-01-05
申请号：JP2010135338
申请日：2010-06-14
申请人： Ohbayashi Corp , 株式会社大林組
发明人： TAMURA YOSHINORI , YAMAZAKI HIROAKI , INOMATA KEN , OYAMADA YUICHI , MARUTA KOJI , SATO MASANORI , KIHARA NORIYOSHI
IPC分类号： E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a demolition method for a building capable of enhancing the construction efficiency in demolition work of a building and suppressing the decline in aseismatic performance of a demolished floor.SOLUTION: In a demolition method for a building, in which a building 10 with a column and beam structure is demolished into block bodies and the demolished block bodies are removed, on a demolished floor, an outer peripheral column 12 arranged on the outer periphery of the building 10, a girder 16 joined to the outer peripheral column 12, and an inner peripheral column 14 joined to the girder 16 and arranged on the inner periphery of the building 10 as a core column are cut off in the order of the outer peripheral column 12, the girder 16 and the inner peripheral column 14, so as to be demolished into block bodies and removed.
摘要翻译：要解决的问题：提供一种能够提高建筑物拆除工程施工效率的建筑物拆除方法，抑制拆迁楼面抗震性能的下降。解决方案：在建筑物的拆除方法中，其中将具有柱梁结构的建筑物10拆除成块体并且拆除的块体在被拆除的地板上被布置在外部柱体12上建筑物10的外周，连接到外周柱12的梁16和连接到梁16并布置在作为芯柱的建筑物10的内周上的内周柱14按照外周柱12，梁16和内周柱14，以便被拆卸成块体并移除。版权所有（C）2012，JPO＆INPIT

7. 发明专利

JP2012001903A Demolition method for building 有权
标题翻译：建筑拆解方法
公开(公告)号：JP2012001903A
公开(公告)日：2012-01-05
申请号：JP2010135337
申请日：2010-06-14
申请人： Ohbayashi Corp , 株式会社大林組
发明人： TAMURA YOSHINORI , YAMAZAKI HIROAKI , INOMATA KEN , OYAMADA YUICHI , MARUTA KOJI , SATO MASANORI , KIHARA NORIYOSHI
IPC分类号： E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a demolition method for a building capable of enhancing the construction efficiency in demolition work of a building and suppressing the decline in aseismatic performance of a demolished floor.SOLUTION: A demolition method for a building 10 comprises a step in which the whole cross section of an outer peripheral column 12 made of reinforced concrete is cut off, and the cut portions are temporarily connected using erection pieces 40. And a girder 16 made of a steel beam is cut off with a portion of its cross section left. Then, before the outer peripheral column 12 and the girder 16 are lifted with a tower crane and removed, the erection pieces 40 are removed from the cut portions of the outer peripheral column 12, and a lower flange 16F of the girder 16 is cut off.
摘要翻译：要解决的问题：提供一种能够提高建筑物拆除工程施工效率的建筑物拆除方法，抑制拆迁楼面抗震性能的下降。解决方案：建筑物10的拆除方法包括：将由钢筋混凝土制成的外周柱12的整个横截面切断的步骤，并且使用竖立件40临时连接切割部分。并且，由钢梁制成的16被切断，其横截面的一部分留下。然后，在用塔式起重机提升外周柱12和梁16之前，从外周柱12的切割部分移除安装件40，将梁16的下凸缘16F切断。版权所有（C）2012，JPO＆INPIT

8. 发明专利

JP2012001902A Demolition method for building 有权
标题翻译：建筑拆解方法
公开(公告)号：JP2012001902A
公开(公告)日：2012-01-05
申请号：JP2010135336
申请日：2010-06-14
申请人： Ohbayashi Corp , 株式会社大林組
发明人： TAMURA YOSHINORI , YAMAZAKI HIROAKI , INOMATA KEN , OYAMADA YUICHI , MARUTA KOJI , SATO MASANORI , KIHARA NORIYOSHI
IPC分类号： E04G23/08
摘要： PROBLEM TO BE SOLVED: To provide a demolition method for a building capable of enhancing the construction efficiency in demolition work of a building and suppressing the decline in aseismatic performance of a demolished floor.SOLUTION: In a demolition method for a building 10, a girder 16 made of H-steel is cut off with a lower flange 16F left. And the whole cross section of an outer peripheral column 12 is cut off, and the cut portions are temporarily connected using erection pieces 40. Then, before the girder 16 and the outer peripheral column 12 are lifted with a tower crane and removed, the lower flange 16F of the girder 16 is cut off, and the erection pieces 40 are removed from the cut portions of the outer peripheral column 12.
摘要翻译：要解决的问题：提供一种能够提高建筑物拆除工程施工效率的建筑物拆除方法，抑制拆迁楼面抗震性能的下降。解决方案：在用于建筑物10的拆除方法中，由H钢制成的梁16被切掉，下部凸缘16F留下。并且外周柱12的整个横截面被切断，并且切割部分使用竖立件40临时连接。然后，在用塔式起重机抬起梁16和外周柱12之前，将下部大梁16的凸缘16F被切断，并且竖立件40从外周柱12的切割部分移除。（C）2012，JPO＆INPIT

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