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1. 发明专利

JPH06173437A EXTERIOR SCAFFOLD 失效
公开(公告)号：JPH06173437A
公开(公告)日：1994-06-21
申请号：JP25009492
申请日：1992-09-18
申请人： TAKENAKA KOMUTEN CO , NIPPON BISO KK
发明人： INOKUCHI KOICHI , MORIMOTO TOMOJI , BABA HISASHI , KOYAMA MASARU , TOMOMATSU SHOZO , NISHIMURA KAZUYA , TANAKA HIDEHIRO , NIISATO AKIO
IPC分类号： E04G3/28 , E04G21/32 , E04G3/10
摘要： PURPOSE:To provide on exterior scaffold which allows reducing the costs for scaffold works, facilitating movement of the installed position, and which enables simultaneous execution of the fire resisting covering works and the mounting works for exterior wall panels. CONSTITUTION:A support member 44 is coupled with a bracket 54 fixed to a pillar 52 and overhung from the over-part of each fire resisting covering work area U or exterior panel mounting work area D. A running rail 34 is supported on this support member 44, and a running device holding gondolas 10, 74 suspendedly is run on this rail, wherein the gondolas are elevated and sunk by a winch 20. Thereby the whole working area below the running rail can be moved transversely and vertically, and also it is possible to make the fire resisting covering work and the exterior panel mounting work simultaneously. This cam n be achieved only by coupling the support member 44 with the bracket 54, so that the movement of the installed position of exterior scaffold can be done easily.

2. 发明专利

JPH03262865A ROTARY SCAFFOLDING FOR LARGE SPACE STRUCTURE 失效
公开(公告)号：JPH03262865A
公开(公告)日：1991-11-22
申请号：JP6238590
申请日：1990-03-12
申请人： TAKENAKA KOMUTEN CO , ANZEN KIGU KK
发明人： OCHIAI MINORU , INOKUCHI KOICHI , OSAWA MASAYA
IPC分类号： E04G1/24 , E04G1/36
摘要： PURPOSE:To perform fabrication safely and easily by fitting a rotary stage rotatably on a center column, and providing the rotary stage with an elevating device on its center part and a travel device on its tip part lower face. CONSTITUTION:A bearing 3 is fitted into the top part of a column 1 erected in the center of a rotary scaffolding, and a center part rotary workbenches 5 and a tip part workbenches 6 are fabricated in a folded state on both sides of the column 1 over a temporary frame 4. An elevating device 9 is fitted on the column 1 and on the central lower part of the a stage 7. The stage 7 is then elevated by the device 9 up to the column top part 2, and the central part of the stage 7 is installed on the bearing 3. The workbench 6 is then rotated by a pivot 8 so as to be extended to the front of the workbench 5. A supporting frame 15 is fitted on the lower part of the workbench 6, and a travel device 16 is fixed on the lower end of the frame 15. Fabrication can be thereby performed safely and easily.

3. 发明专利

JPS6335963A WARM HEAT CURING TYPE SLIP FORM DEVICE 失效
公开(公告)号：JPS6335963A
公开(公告)日：1988-02-16
申请号：JP18084086
申请日：1986-07-31
申请人： TAKENAKA KOMUTEN CO
发明人： KITANI SOICHI , OKUYAMA HARUYA , OCHIAI MINORU , INOKUCHI KOICHI , YAMASHITA MASAHIRO
IPC分类号： E04G7/00 , E04G9/06 , E04G9/10 , E04G11/22 , E04G11/28

4. 发明专利

JP2002070311A LIFT-UP MECHANISM AND ITS CONSTRUCTION METHOD 失效
公开(公告)号：JP2002070311A
公开(公告)日：2002-03-08
申请号：JP2000257153
申请日：2000-08-28
申请人： TAKENAKA KOMUTEN CO
发明人： INOKUCHI KOICHI , NOMOTO HIDEKI , YASUTOMI YOSHIHISA , KIMURA TETSUO , ISHIKAWA ATSUO , HANAI ATSUCHIKA
IPC分类号： E04B1/35 , E04G21/14
摘要： PROBLEM TO BE SOLVED: To dispense with an adjusting material between a large frame and a reaction column so as to reduce a machining mounting cost of the adjusting material and to shorten a construction time. SOLUTION: In the lift-up construction method, the large frame 3 is lifted while clearances between both side faces of the large frame 3 and the reaction column 1 are kept small. A span of the reaction column 1 is widened until the large frame 3 reaches a predetermined position by operating a pressing jack 7 for tightly pressing a guide roller 11 to the reaction column 1 when the large frame 3 is lifted up to the predetermined height position, and after the large frame 3 is lifted to the predetermined position, a pulling jack 13 is operated so as to shrink the span of the reaction column 1. In this way, the span is regulated, and after adjustment of the span, the large frame 3 is directly fixed to the reaction column 1 in the predetermined position temporarily.

5. 发明专利

JPH05340002A 失效
公开(公告)号：JPH05340002A
公开(公告)日：1993-12-21
申请号：JP15050592
申请日：1992-06-10
申请人： TAKENAKA KOMUTEN CO
发明人： INOKUCHI KOICHI , MORIMOTO TOMOJI , BABA HISASHI , SATO TOSHIYUKI
IPC分类号： E04B1/24 , E04B1/35 , E04G21/14
摘要： PURPOSE:To enable construction of a steel construction building with large outrigger girder for bearing dead load and live load such as an upper room and office without trouble in structure or construction work in construction method for constructing a steel building with large outrigger girder for bearing loads on the upper structure portion. CONSTITUTION:In constructing a large outrigger girder 1, assembling is made with an upward chamber corresponding to a deflection amount generated by a load of an upper structure portion born by this outrigger girder 2. After completion of the assembly, a tension is made to act by a tension mechanism 3 by steel products installed vertically downward from the outrigger girder 1 so as to deform the outrigger girder 1 almost horizontally and then, the upper structure portion 2 is constructed over the outrigger girder 1.

6. 发明专利

JP2008122118A Enlarged-diameter size measuring instrument of hole for enlarged-diameter cast-in-place pile 审中-公开
标题翻译：放大直径尺寸测量仪器用于放大直径铸件的孔
公开(公告)号：JP2008122118A
公开(公告)日：2008-05-29
申请号：JP2006303564
申请日：2006-11-09
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： INOKUCHI KOICHI , MATSUO HIROTSUGU , KURASHIGE TSUTOMU , KOBAYASHI SEIICHIRO , YAMAKAWA MASAMI
IPC分类号： G01C7/06 , E21B7/00 , G01B5/12 , G01C15/00
摘要： PROBLEM TO BE SOLVED: To provide an enlarged-diameter size measuring instrument for measuring the size, etc. of a pile bottom part of a hole for an enlarged-diameter cast-in-place pile made by waterless-digging the ground.
SOLUTION: This enlarged-diameter size measuring instrument comprises an imaging means mounted on an end of a kelly-bar, etc. of a boring machine and housed in a casing, a rule for pile diameter checking placed outside the casing, a tilting means for the rule, and an output display means with an image taken by the imaging means projected thereonto. The casing is mounted on the end of the kelly-bar, etc., and moved downward in the hole for the pile in a state of small-diameter position with the rule upward inclined. When the casing reaches an enlarged-diameter part, the rule is gradually brought down to a horizontal position and brought into contact with a hole wall, and the kelly-bar is turned. A state in which the rule is in contact with the hole wall is imaged by the imaging means over all around the hole wall and is projected onto the display means.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于测量用于通过无水挖掘地面而制成的扩大直径现浇桩的孔的底部的尺寸等的扩大尺寸测量仪器。解决方案：该放大直径尺寸测量仪器包括安装在镗孔机的一个凯利杆等的端部上并被容纳在壳体中的成像装置，放置在壳体外部的用于绒头直径检查的规则，用于规则的倾斜装置，以及其上投影有成像装置拍摄的图像的输出显示装置。壳体安装在凯尔斯杆等的端部，并且在规则向上倾斜的小直径位置的状态下向下移动到桩的孔中。当壳体到达扩径部时，规则逐渐降低到水平位置并与孔壁接触，并且转动棒状物。其中规则与孔壁接触的状态由成像装置在孔壁周围成像，并被投影到显示装置上。版权所有（C）2008，JPO＆INPIT

7. 发明专利

JP2008106559A Highly rigid frame of vibration unfavorable floor in clean room and its construction method 审中-公开
标题翻译：在清洁厅内振动不便的地板的高刚性框架及其构造方法
公开(公告)号：JP2008106559A
公开(公告)日：2008-05-08
申请号：JP2006291950
申请日：2006-10-27
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： INOKUCHI KOICHI , MATSUO HIROTSUGU , KURASHIGE TSUTOMU , MIENO HIROYUKI , KAMIMURA MASAYUKI , YAMAMOTO AKIHISA
IPC分类号： E04B5/43 , E04F15/00 , E04F15/024
摘要： PROBLEM TO BE SOLVED: To provide a highly rigid frame of a vibration unfavorable floor in a clean room and its construction method, capable of preventing generation of out-gas from a highly rigid floor joist, and capable of further desirably improving workability and construction schedule control.
SOLUTION: In this construction method of the highly rigid frame 1 of the vibration unfavorable floor in the clean room, a plurality of square pipes 11 are juxtaposed on an upper surface of a girder 2 and a beam 3, and a filling port 13 is formed in a plurality of mutually discontinuous positions on an upper surface of the square pipes 11. The highly rigid floor joist 10 is formed by making the square pipe 11 highly rigid by filling mortar 12 inside the pipes 11 via the filling port 13. Next, an out-gas preventive coating film 30 is applied to the filling port 13 for preventing alkaline gas generated from the mortar 12 from blowing off to an external part of the highly rigid floor joist 10 via the filling port 13.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种在洁净室中的振动不利地板的高度刚性的框架及其施工方法，能够防止从高刚性地板托梁产生气体，并且能够进一步期望地提高加工性施工进度控制。解决方案：在洁净室中的振动不利地板的高刚性框架1的这种施工方法中，多个方管11并列在梁2的上表面和梁3上，并且填充口 13形成在方管11的上表面上的多个相互不连续的位置。高刚性地板托梁10通过使管道11经由填充口13填充砂浆12而使方管11高度刚性地形成。接下来，向填充口13施加防气涂膜30，以防止从砂浆12产生的碱性气体经由填充口13吹送到高刚性地板托梁10的外部。（C）2008，JPO＆INPIT

8. 发明专利

JP2002088776A METHOD FOR ANTECEDENTLY SETTING LARGE STEEL-FRAME COLUMN FOR CONSTRUCTING BUILDING INCLUSIVE OF SUPERSTRUCTURE BY INVERTED CONSTRUCTION METHOD 失效
公开(公告)号：JP2002088776A
公开(公告)日：2002-03-27
申请号：JP2000282724
申请日：2000-09-18
申请人： TAKENAKA KOMUTEN CO
发明人： INOKUCHI KOICHI , NOMOTO HIDEKI , YASUTOMI YOSHIHISA , KIMURA TETSUO , ISHIKAWA ATSUO
IPC分类号： E02D27/12 , E02D5/20 , E02D29/045 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a method for antecedently setting a large steel-frame column for constructing a building inclusive of a superstructure by an inverted construction method, which allows use of the large steel-frame column of the superstructure as a structural column, by antecedently setting the same together with the other structural columns, to thereby carry out underground work in parallel with ground work and shorten the entire construction period. SOLUTION: In parallel with construction of the structural columns of an underground structure of the building, excavation of a large-diameter shaft is executed at an installation site of the large steel-frame column of the superstructure together with assembly and building of an excavating unit earth-retaining form which can be dismantled and removed. Next, a temporary foundation is formed on a bottom of the excavated shaft, and then a substantial foundation is prepared thereon, followed by building and setting the large steel-frame column on the substantial foundation. The large steel-frame column is erected above the ground, and both the large steel-frame columns are connected together by a large steel-frame beam on the ground, to thereby complete the superstructure. Then, construction of the underground structure of the building is carried out by the inverted construction method, and an underground portion of the large steel-frame column is applied to the structural column by demolishing and removing the earth-retaining form. Further, construction of a ground structure using the superstructure is also carried out in parallel with the demolishing and removal.

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