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1. 发明专利

JP2000045526A CONSTRUCTION OF ROOF FRAME 失效
公开(公告)号：JP2000045526A
公开(公告)日：2000-02-15
申请号：JP21078998
申请日：1998-07-27
申请人： TOMOE CORP , KAJIMA CORP
发明人： KAWAZOE TOSHIYUKI , MIURA MITSUO , YAMASHITA SATOSHI , TAGUCHI TAKEYA , SATO TAKASHI , SHINDO NOBORU , AGAWA SEIJI , TSURUYA IWAO
IPC分类号： E04B1/32 , E04B1/342 , E04B7/08 , E04G21/14
摘要： PROBLEM TO BE SOLVED: To reduce a time required for a temporary construction by reducing a necessary number of lifters or supports, in the construction of a roof frame constructed on a lower structure to cover the upper space. SOLUTION: In a roof frame 5 having main arches 3 whose both ends are rotatably connected to both sides of an under structure 1 around horizontal axes 31, 31 and subbeams 4 laid between the periphery of the under structure 1 and the main arches 3, as a basic skeleton, both ends of the main arches 3 are rotatably connected to the under structure 1, and the main arches are constructed at the full length in the prostrate state. After the main arches 3 have been erected, the subbeams 4 are laid between the periphery of the under structure 1 and the main arches 3. Or the subbeams 4 are repeatedly transferred to the periphery side of the under structure 1 while the constituting members of the subbeams 4 are additionally connected one after another from the connecting side to the main arches 3 at every time when the main arches are raised by a specified angle while supporting the main arches 3.

2. 发明专利

JP2004162418A Construction method of frame between girders 有权
标题翻译： GIRDERS之间的框架的构造方法
公开(公告)号：JP2004162418A
公开(公告)日：2004-06-10
申请号：JP2002330571
申请日：2002-11-14
申请人： Tomoe Corp , 株式会社巴コーポレーション
发明人： MIURA MITSUO , NISHIKAWA FUMIHIRO , TAGUCHI TAKEYA
IPC分类号： E04B1/35 , E04B1/32 , E04B1/342 , E04G21/14
摘要： PROBLEM TO BE SOLVED: To solve problems of enlarging a temporary post due to the continuous action of bending moment on the temporary post while supporting an inner peripheral frame by a lifting device and delaying a construction period by forming an opening for passing the temporary post through in an outer peripheral frame in a method of constructing the outer peripheral frame constituting the frame of an outer peripheral part out of a frame between girders, on a skeleton for supporting the frame between the girders, and constructing the temporary post under the outer peripheral frame, while assembling the inner peripheral frame constituting a frame on the inner peripheral side of the outer peripheral frame, on the ground and lifting it up.
SOLUTION: The inner peripheral frame 2 is constructed on the ground in a floating state from the ground, and a temporary support member 9 is connected to the lower end side on the outer peripheral side of the inner peripheral frame 2. Pulleys 6, 10 are connected to the top of the temporary post 5 and the temporary support member 9, respectively, and a wire 13 is connected to the top of the temporary post 5 or the pulleys 6 and a hoisting machine 12 installed on the ground, via both pulleys 6, 10. The wire 13 is hoisted by the hoisting machine 12 to lift the inner peripheral frame 2.
COPYRIGHT: (C)2004,JPO
摘要翻译：解决的问题：为了解决由于在由提升装置支撑内周框架的同时由于临时立柱上的弯曲力的连续作用而增大临时柱的问题，并且通过形成用于通过提升装置的开口来延迟施工周期在构成构成框架之间的外围框架的外周框架的外围框架的外围框架之间，在用于支撑框架之间的框架上的框架之间，以及在该框架之下构造临时支柱在外围框架的内周侧构成框架的内周框架的同时在地面上组装外壳，并将其提起。解决方案：内周框架2以地面浮动状态构造在地面上，临时支撑构件9连接到内周框架2的外周侧的下端侧。皮带轮6 10分别连接到临时支柱5和临时支撑构件9的顶部，并且线13连接到临时柱5或滑轮6的顶部，以及安装在地面上的曳引机12，经由两个滑轮6,10上。线13由曳引机12提升，以提升内周框架2。版权所有（C）2004，JPO

3. 发明专利

JPH09144197A METHOD FOR CONSTRUCTING ROOF OF STADIUM 失效
公开(公告)号：JPH09144197A
公开(公告)日：1997-06-03
申请号：JP30860995
申请日：1995-11-28
申请人： TOMOE CORP
发明人： JINBO YOSHITAKA , MIURA MITSUO , FURUSAWA YOSHIRO , TAGUCHI TAKEYA
IPC分类号： E04B1/32 , E04B7/08 , E04G21/14 , E04H3/14
摘要： PROBLEM TO BE SOLVED: To construct a roof with pull-up operations using less machinery, reduce the burden on a winch, etc., and suppress the costs. SOLUTION: A roofing structure concerned 1 is split in a plurality of blocks 1A... which are joined together in front of a stadium as a construction site and is installed in such a way as covering the structural frame 3 equipped at least with observatory benches. Therein a provisional girder 5 is installed as protruding outward more than the periphery of the roof block 1A arranged with possibility of being in the rize/fall state while the periphery of the roof structure is borne by hinge pins 4 at the top of the periphery of the mass 3. A wire 6 stretched to the end of each provisional girder 5 of roof block 1A is towed by a winch 13 installed on a mobile dolly 14 arranged on the ground and tied with an expansive member 15 fixed onto the ground, and thereby the blocks 1A are raised one by one.

4. 发明专利

JPH08189010A LIFT-UP ERECTION METHOD FOR BRIDGE 失效
公开(公告)号：JPH08189010A
公开(公告)日：1996-07-23
申请号：JP79695
申请日：1995-01-06
申请人： TOMOE CORP , TOMOE GIKEN KK
发明人： IRIE MASAHIRO , MIURA MITSUO , FURUSAWA YOSHIRO , AMEMORI KEIICHI , FUJIWARA MAKOTO , MAEDA MITSUNORI , ISOHATA NOBORU
IPC分类号： E01D1/00 , E01D2/00 , E01D21/00 , E01D101/30
摘要： PURPOSE: To significantly shorten the construction period and to reduce the cost, and also to greatly reduce high altitude work when a bridge having high piers are erected. CONSTITUTION: The uppermost parts 3a of a bridge are constructed respectively in the insides of erection blocks 6 placed in the installation positions of a plurality of bridge piers 3, and a bridge girder 4 is bridged between the uppermost parts 3a of the respective piers, and thereafter the respective uppermost parts 3a are lifted up by lift-up devices 5, and then unit pier blocks 3b are connected thereunder and are lifted up. By successively repeating the connection and lift-up of the unit pier blocks 3b, the bridge girder 4 is lifted up together with the bridge piers 3, and the bridge girder 4 and piers 3 are lifted up to the height of design to complete a bridge 1. In this case, the tension members 9, 10 that have been arranged in a radial shape in plan view and connected to the bridge girder 4 and piers 3 in the respective pier positions are stretched while controlling the tension thereof in synchronizing with the lift-up speed of the bridge girder 4 and piers 3 by means of ground tension controllers 7, 8.

5. 发明专利

JPH08144526A CONSTRUCTION METHOD OF ROOF FRAME 失效
公开(公告)号：JPH08144526A
公开(公告)日：1996-06-04
申请号：JP28331394
申请日：1994-11-17
申请人： TOMOE CORP
发明人： KAWAZOE TOSHIYUKI , KAKINAGA MASATOSHI , MIURA MITSUO , FURUSAWA YOSHIRO
IPC分类号： E04B7/00 , E04G21/14
摘要： PURPOSE: To prevent a residual of stress to a connecting part of a central part frame and an outer peripheral part frame when a roof frame is constructed by connecting the central part frame to the outer peripheral part frame by lifting it up. CONSTITUTION: In a condition where an outer peripheral part frame 3 precedently constructed on a structural body 4 is not completely connected to the structural body 4, a central part frame 2 is raised while supporting it by a suspending material connected to a lift-up device 7. When the outer periphery of the central part frame 2 rises up to a height of the inner periphery of the outer peripheral part frame 3, after an outer peripheral part of the central part frame 2 is connected to the outer peripheral part frame 3, it is lifted down after being once lifted up while supporting the whole roof frame 1 by the lift-up device 7. In a condition where a load of the central part frame 2 is uniformly dispersed to the outer peripheral part frame 3, the outer peripheral part frame 3 is completely connected to and supported by the structural body 4.

6. 发明专利

JPH06272390A EMERGENCY SHUTDOWN DEVICE FOR WORKING DEVICE 失效
公开(公告)号：JPH06272390A
公开(公告)日：1994-09-27
申请号：JP7278393
申请日：1993-03-09
申请人： TOMOEGUMI GIKEN KK , TOMOE CORP
发明人： ISOHATA NOBORU , SAITO KAZUHIRO , MIURA MITSUO , SATO TAKASHI
IPC分类号： E04B1/35 , B66F3/30 , B66F3/46 , E04G21/16
摘要： PURPOSE:To bring a working device to an emergency halt when there occurs an emergency by connecting one end of a hydraulic cylinder to a load and the other end of the cylinder to a working device and consisting of a set of two devices where each cylinder chamber is connected with a pipeline and detecting fluctuations in s distributed load of each cylinder. CONSTITUTION:A hydraulic pressure load distributor 7 connects one end of hydraulic cylinders 41 and 42 to a load and the other end to a set of two working devices which lifts up and down the load 5 respectively and communicates and interconnects a hydraulic chamber of each cylinder by way of a pipeline 5 and seals a working solution inside. In the case when some emergency occurs or particularly when the load is tilted, and a piston 44 of one hydraulic cylinder 42 comes in contact with the upper end of the other cylinder tube 4c, the hydraulic pressure in the pipeline is decreased than a fixed value P while a distributed load W2 of one hydraulic cylinder 42 is increased than the other load W1. These troubles are detected with the hydraulic load distributor 7 and two load detectors 81 and 82. At least when it is determined that these exist fluctuations in one distributed load or in the hydraulic pressure in the pipeline, an operation controller will halt the working device 2 on an emergency.

7. 发明专利

JPH0932120A METHOD OF CONSTRUCTION OF STRUCTURE 失效
公开(公告)号：JPH0932120A
公开(公告)日：1997-02-04
申请号：JP17991395
申请日：1995-07-17
申请人： TOMOE CORP
发明人： KAWAZOE TOSHIYUKI , MIURA MITSUO , SATO TAKASHI
IPC分类号： E04B1/35 , E04G21/14
摘要： PROBLEM TO BE SOLVED: To shorten the term of works, and to reduce cost by removing a temporary support column and a supporter while simplifying and miniaturizing a lift-up device when a structure such as a large space structure. a building, etc., is built by a method of lift-up construction. SOLUTION: Steel-framed columns bearing roof structures A are built under a lowest state while lift-up devices 1 capable of being lifted by themselves are assembled into the steel-framed column lower structures B0 . The roof structures A are assembled and constructed to the upper sections of the masts 2 of the lift-up devices 1, and the roof structures A are elevated by the lift-up devices 1. Steel-framed column blocks (b) are inserted and extended on the steel-framed column lower structures B0 under the lifted roof structures, and lift-up corresponding to one block by the lift-up devices 1 and extension at the upper places of the steel-framed column blocks (b) are repeated successively, thus gradually building the structures while elevating the roof structures A.

8. 发明专利

JPH08296210A STUD CONSTRUCTING METHOD, STUD DEMOLISHING METHOD AND LIFT-UP AND ROTATING DEVICE 失效
公开(公告)号：JPH08296210A
公开(公告)日：1996-11-12
申请号：JP16901395
申请日：1995-07-04
申请人： TOMOE CORP , TOMOE GIKEN KK
发明人： IRIE MASAHIRO , YOSHIDA TOMOHIDE , MIURA MITSUO , TAKASHIMA HIDEO , TAKAHASHI KENJI , AMEMORI KEIICHI , ICHIKAWA KOICHI , FUJIWARA MAKOTO , MAEDA MITSUNORI , MORI AKITO , ISOHATA NOBORU
IPC分类号： E01D21/00 , E01D22/00 , E01D24/00 , E04G23/08
摘要： PURPOSE: To provide a method, which can efficiently construct and demolish a stud within a limited yard under the existing stud in the case of constructing and demolishing a stud and which can remarkably reduce the constructing cost and remarkably shorten the construction period without receiving a large traffic regulation in a city, in which construction is strictly limited. CONSTITUTION: After building a pillar base part 2 on the foundation at a stud construction position, a top part of the stud, which is formed of a pillar top part 4 and a beam part 5, is built on the pillar base part in the condition that the top part of the stud is projected along the axial direction X of a bridge. This top part of the stud is lifted up by a lift-up and rotating device 10 in this condition, and a pillar intermediate part 3 is inserted for fixation under the top part of the stud, and thereafter, the top part and the intermediate part of the stud are horizontally rotated by the lift-up and rotating device 10 so that the top part of the stud is projected along the direction Y at a right angle against the bridge axis. The pillar intermediate part 3 is connected to the pillar base part 2 so as to finish the stud 1. In the case of demolishing, the work is performed in the reverse order.

9. 发明专利

JPH08144527A ROOF FRAME RAISING METHOD 失效
公开(公告)号：JPH08144527A
公开(公告)日：1996-06-04
申请号：JP28331494
申请日：1994-11-17
申请人： TOMOE CORP , TOMOE GIKEN KK
发明人： MIURA MITSUO , FURUSAWA YOSHIRO , TAGUCHI TAKEYA , KAWAZOE TOSHIYUKI , ISOHATA NOBORU , SAITO KAZUHIRO , SATOU TAKANARI
IPC分类号： E04B7/00 , E04G21/14
摘要： PURPOSE: To reduce force necessary to raise a roof frame in a method to complete a roof by raising the roof frame assembled on the ground up to a specific angle by rotating it around its one end side. CONSTITUTION: A roller bearing 3 is connected to an under surface on the side opposed to a rotary bearing 2 connected to one end of a roof frame 1, and an inclined working platform 4 whose upper surface is inclined and which is composed of plural inclined blocks 41, 42 and 43 is arranged under the roller bearing 3. Every time when the inclined working platform 4 is drawn near by a specific distance to the rotary bearing side 2 side, the inclined block 41 positioned on the rotary bearing 2 side is replaced by raising a level to the roller bearing 3 side, and the inclined working platform 4 is again drawn near by the specific distance to the rotary bearing 2 side. These procedures are repeated, and the roller bearing 3 side of the roof frame 1 is raised.

10. 发明专利

JPH0821101A CONSTRUCTION METHOD OF ROOF STRUCTURAL BODY 失效
公开(公告)号：JPH0821101A
公开(公告)日：1996-01-23
申请号：JP17971794
申请日：1994-07-08
申请人： TOMOE CORP
发明人： KAWAZOE TOSHIYUKI , MIURA MITSUO , SATO TAKASHI , FURUSAWA YOSHIRO , MASAOKA NORIO , MUKOYAMA YOICHI , HAYASHI TATSUO , SAITO KAZUHIRO , SATOU TAKANARI , KUROKAWA YUJI
IPC分类号： E04B1/342 , E04B1/35 , E04B7/00 , E04B7/02 , E04G21/14
摘要： PURPOSE:To shorten a construction period and remarkably reduce a construction cost by eliminating the need for a support or a jack or the like at the tip of this support and its preparation work as well and reducing the frequency of using a wrecker. CONSTITUTION:An outer roof structural body 6 is constructed in a skeleton 5 of an athletic field 1 in such a fashion that it may face the inside of the field 1. The outer end of an inner roof block 13 is pin-jointed with an inner peripheral part of this outer structural body 6. The inner roof block 13 is erected by an erection means and then adjacent inner roof blocks 43 are connected to each other with an inner truss member, thereby constructing an inner roof structural body 7. The whole inner roof structural body 7 is fastened (jacked down) with the erection means.

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