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1. 发明专利

JPH084035A STRUCTURE CONSTRUCTION METHOD OF UNDERGROUND EXTERIOR WALL BY WATER PERMEATING FORM 失效
公开(公告)号：JPH084035A
公开(公告)日：1996-01-09
申请号：JP16602994
申请日：1994-06-24
申请人： TAKENAKA KOMUTEN CO , MITSUBISHI MATERIAL KENZAI KK , ASAHI KIZAI CO LTD , OKABE CO LTD
发明人： KITANI SOICHI , SASAHARA HIROYUKI , KAWASAKI HIDEO , SHIRATA KOJI , SUGATA MASAHIRO , MONNO TORU , KAMAZAKI NOBUYOSHI , MORI IWAO , YOSHIDA MIKIHIKO , OMURA MASAYOSHI
IPC分类号： E02D29/045 , E21D13/00
摘要： PURPOSE:To provide draining, sound deterring, adiabatic qualities by forming hollow portions in the inside by placement water penetrating formworks having ribs and recessed grooves, and to provide an excellent water passing quality by making water penetrating materials on the placement water penetrating formwork inner surfaces hard to be crushed by means of placed concrete, and to realize easy formwork assembly by site adjustment according to simple and free decision by using a separator, support work or the like by carrying out the free hole piercing of the placement water penetrating formworks. CONSTITUTION:Ribs and recessed grooves are alternately provided on the inner surfaces of extrusion forming cement slabs 11, and at the same time water penetrating materials 12 are furnished inside respective recessed grooves. Or, by affixing sheetlike water penetrating materials 12 on the inner surfaces of the extrusion forming cement slabs 11 in the state of the recessed grooves having been left in hollow, placement water penetrating formworks 1 to provide water passing at the water penetrating materials 12 are formed. By placing concrete by using the placement water penetrating formworks 1 for underground outer wall inner side formworks, a required underground outer wall E is structured.

2. 发明专利

JPH08158628A TEMPORARY CONSTRUCTION METHOD OF INTERMEDIATE SCAFFOLD IN LARGE SIZE PIPE TRUSS, AND TEMPORARY CONSTRUCTION CLAMP 失效
公开(公告)号：JPH08158628A
公开(公告)日：1996-06-18
申请号：JP32389894
申请日：1994-11-30
申请人： TAKENAKA KOMUTEN CO , OKABE CO LTD , TAIYO KOGYO CO LTD
发明人： KITANI SOICHI , YOSHIDA MIKIHIKO , MORI IWAO , OMURA MASAYOSHI , TAKAGI KATSUHIRO
IPC分类号： E04G3/00 , E04G7/18 , E04G3/06
摘要： PURPOSE: To prevent a damage to the coating surface of a pipe truss, and a looseness or a slippage of a single pipe, by sticking a flaw preventive sheet to the installing surface of a large size pipe truss, to each clamp, and assembling a necessary tentative scaffold to the single pipes. CONSTITUTION: At the intermediate positions of a large size pipe truss 1, tentative single pipes 2 are assembled in the upper and the lower steps through clamps 3, and intermediate scaffolds 6 are formed tentatively to the single pipes 2 by using scaffold plates 4, ramps 5 for elevating, and the like. In this case, each clamp 3 has an installing base to be held to large diameter pipes 9 to compose the large size pipe truss 1, and a single pipe holder to hold a necessary tentative single pipe 2 is installed rotatable to the installing base. Consequently, single pipes can be assembled easily at the intermediate positions of the pipe truss 1, and decomposed, and a stable scaffold can be constructed tentatively. The cost can be reduced and the construction term can be shortened, consequently.

3. 发明专利

JPH09242350A FOLDING SPACE TRUSS 失效
公开(公告)号：JPH09242350A
公开(公告)日：1997-09-16
申请号：JP8566496
申请日：1996-03-13
申请人： TAKENAKA KOMUTEN CO , OKABE CO LTD
发明人： KITANI SOICHI , OMURA MASAYOSHI , KAWASAKI SHIRO , SHOJI YOSHIHISA
IPC分类号： E04G25/00
摘要： PROBLEM TO BE SOLVED: To simplify and facilitate assembly and folding, to facilitate control, to decrease damage and reduce the cost of repair, to improve transport efficiency by diminishing the volume of folding while lessening the volume of a stockyard and to retrench the cost of the execution of works. SOLUTION: In a square-shaped sectional space truss, four parallel main pipes 1 are arranged in positional relationship corresponding to the four corners of a sqaure, and a proper number of diagonal members 2 and strut materials 3 are built among adjacent mutual main pipes 1. The space truss is assembled in a pantagraph shape capable of being folded in the inward direction of the square-shaped sectional plane at that time, and a plurality of foldable bracings 4 are installed among the mutual main pipes 1 in the diagonal positional relationship in a square while one end is pivoted rotatably on the side of one main pipe 1 and the other end is engaged rotatably by a pin on the side of the other main pipe 1.

4. 发明专利

JP2005182616A Method, device, system, and program for supporting practical use of possessed technology 审中-公开
标题翻译：方法，设备，系统和程序，用于支持实际使用的技术
公开(公告)号：JP2005182616A
公开(公告)日：2005-07-07
申请号：JP2003425021
申请日：2003-12-22
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： WATANABE HIROSHI , KITANI SOICHI , IKEDA MASASHI
IPC分类号： G06Q10/06 , G06Q10/00 , G06Q50/00 , G06F17/60
摘要： PROBLEM TO BE SOLVED: To obtain a method, a device, a system, and a program for supporting practical use of possessed technology, which allow a possessed technology to be effectively used in accordance with the actual effectuality. SOLUTION: A server device 20 stores information relating to the possessed technology, which is acquired from a technology developer in a technology development division through a client device 30 in a hard disk, and information relating to the possessed technology, which is stored in the hard disk is presented in response to a request from the server device 20, the client device 30, or a client device 40, and a technology user in a technology use division inputs evaluation information representative of evaluation of the possessed technology when applying the presented possessed technology, through the client device 40, and the inputted evaluation information is stored in the hard disk in relation to the corresponding possessed technology, and information based on the evaluation information stored in the hard disk is presented in response to a request from the server device 20, the client device 30, or the client device 40. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：获得一种支持实际使用所拥有的技术的方法，装置，系统和程序，其允许根据实际有效性有效地使用所拥有的技术。解决方案：服务器设备20将通过硬盘中的客户端设备30从技术开发部门的技术开发人员获取的所拥有的技术相关的信息和存储的与所拥有的技术有关的信息响应于来自服务器设备20，客户端设备30或客户端设备40的请求以及技术使用部门中的技术用户输入代表所拥有技术的评估的评估信息而呈现在硬盘中，当应用通过客户端装置40呈现拥有的技术，并且输入的评估信息相对于相应的所拥有的技术存储在硬盘中，并且响应于来自所述硬盘的请求而呈现基于存储在硬盘中的评估信息的信息服务器设备20，客户端设备30或客户端设备40.版权所有（C）2005，JPO＆NCIPI

5. 发明专利

JP2003201775A MEMBRANE ROOF USING CLASS A MEMBRANE MATERIAL, AND TREATMENT METHOD FOR END OF MEMBRANE MATERIAL OF ROOF MEMBER USING CLASS A MEMBRANE MATERIAL 审中-公开
公开(公告)号：JP2003201775A
公开(公告)日：2003-07-18
申请号：JP2002001649
申请日：2002-01-08
申请人： TAKENAKA KOMUTEN CO
发明人： MURAKAMI NOBUNAO , TAKAHASHI HIROSHI , MATSUDA SHIGERU , KITANI SOICHI , TANNO YOSHIO , KOZUKA YUICHI , NISHIMURA EIJI
IPC分类号： E04H15/54 , B29C65/40 , B29K27/12
摘要： PROBLEM TO BE SOLVED: To provide a membrane roof using a class A membrane material, and a treatment method for an end of the membrane material of a roof member using the class A membrane material, which can enhance the water repellency and durability of a header of the end of the membrane material in a deposited joint between the class A membrane materials. SOLUTION: This membrane roof using the class A membrane material, which is constituted by stretching the class A membrane material by a prescribed tensile force, is characterized as follows: the header of the end of the membrane material in the deposited joint between the class A membranes is deposited by being coated with an adhesive which is composed of a fluorinated ethylene propylene (FEP) resin (a tetrafluoroethylene-hexafluoropropylene copolymer resin); and the deposited adhesive is formed in a tapered shape so that a step part between the header and the class A membrane material can be smoothed. COPYRIGHT: (C)2003,JPO

6. 发明专利

JP2001295504A METHOD AND CONSTRUCTION OF BASE ISOLATION FOR REINFORCED CONCRETE WALL 失效
公开(公告)号：JP2001295504A
公开(公告)日：2001-10-26
申请号：JP2000108957
申请日：2000-04-11
申请人： TAKENAKA KOMUTEN CO
发明人： KIMURA HIDEKI , IWASHITA KEIZO , KASUGA YASUHIRO , KITANI SOICHI , KOBAYASHI NAGAHITO , KOYAMA FUJIO
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a method and construction of base isolation for reinforced concrete wall, by which the floating allowable structure of a building setting a large aspect ratio with respect to rocking motions caused by earthquakes can be realized with a reinforced concrete(RC) wall. SOLUTION: Impact buffer members which support the RC wall and have through-holes for passing dowel bars are placed on the upper surface of foundation concrete, from which the dowel bars are protruded by required lengths and the dowel bars are caused to stand up through the through-holes. Then the edges of the contacting sections of the members with the RC wall and the build-up sections of the dowel bars are cut off by using a release agent. Thereafter, the RC wall which floats accompanying rocking vibrations is constructed by arranging reinforcing bars and assembling a form on the members, and then placing concrete.

7. 发明专利

JP2001279689A FOUNDATION STRUCTURE 失效
公开(公告)号：JP2001279689A
公开(公告)日：2001-10-10
申请号：JP2000089222
申请日：2000-03-28
申请人： TAKENAKA KOMUTEN CO
发明人： KIMURA HIDEKI , IWASHITA KEIZO , KASUGA YASUHIRO , KITANI SOICHI , SAGAMI TOMOYUKI , YUKI DAISAKU
IPC分类号： E02D27/34 , E02D27/12
摘要： PROBLEM TO BE SOLVED: To provide a foundation structure capable of restricting and regulating uplift quantity of a building by use of an energy absorbing member, thus reducing fall impact generated at a head part of a foundation pile, securely restraining horizontal displacement of the building, and transmitting horizontal shearing force. SOLUTION: A sheath pipe is put on the head part of the foundation pile constructed in the ground, and the energy absorbing member is provided in a gap between the sheath pipe and the foundation pile, where the sheath pipe is embedded and tightened in a lower end part of the foundation pile of the building at such a depth that horizontal shearing force generated at the head part of the foundation pile can be transmitted to the building, and that horizontal displacement of the building is restrained.

8. 发明专利

JPH10131478A ADJUSTABLE HANGER SCAFFOLD 失效
公开(公告)号：JPH10131478A
公开(公告)日：1998-05-19
申请号：JP30868096
申请日：1996-11-05
申请人： TAKENAKA KOMUTEN CO , ASAHI KIZAI CO LTD
发明人： SAITO YUICHI , KITANI SOICHI , KAMAZAKI NOBUYOSHI , TAKAHASHI HIROAKI
IPC分类号： E04G1/36 , E04G3/00
摘要： PROBLEM TO BE SOLVED: To stably hang a hanger scaffold in a horizontal state even on the respective places of a frame slanting in the three-dimensional directions, and assemble and disassemble it safely and easily. SOLUTION: By pivotally fitting a pair of hanging frames 1a in which upper frame materials 11 and lower frame materials are hingedly combined together so as to be formed bendable at the middle points to both ends of a loading frame 1c at the respective upper end parts, a hanger 1 capable of opening the legs so as to be strided over a truss, a beam, and the like and engagedly hung is provided. A pair of hanger scaffolds 2 are mounted to the respective lower frame materials of both the hanging frames 1a of the hanger 1 capably of adjusting the slants. Further a lock device 15 locking the respective hanging frames 1a in an optitional opening legs state is provided, and the respective hanger scaffolds 2 are mounted capably of adjusting the slants, by providing the proper number of slits 115, 241 mutually crossing on the respective lower frame materials and the hanger scaffolds 2, and fastening them at the crossing points by bolts/nuts 16 capably of adjusting the slants.

9. 发明专利

JPH1037453A CONSTRUCTION METHOD OF LOAD DISTRIBUTED HANGING SCAFFOLD 失效
公开(公告)号：JPH1037453A
公开(公告)日：1998-02-10
申请号：JP21550196
申请日：1996-07-26
申请人： TAKENAKA KOMUTEN CO , TAIYO KOGYO CO LTD
发明人： KITANI SOICHI , SAITO YUICHI , TANAKA KUNIE
IPC分类号： E04G3/00 , E04G3/10
摘要： PROBLEM TO BE SOLVED: To reduce a load burden on each of supporting points, curtail reinforcing work, shorten a construction period of time and reduce a construction cost by distributing load from a scaffold in one section not only to the supporting point in the section but also to another adjacent section. SOLUTION: Wire mounting pipes 2 are assembled respectively to bearing materials 1 having small loading resisting load arranged at specific spans, a proper number of scaffold wires 3 and ill-balanced force transfer bar members 4 are stretched between the wire mounting pipes 2, and scaffolds 5 are loaded respectively to the scaffold wires 3. Thereby lading load borne on both bearing materials 1 in each of the sections is distributed to another adjacent section.

10. 发明专利

JPH06322993A EXPANSION MACHINE BEAM OF MOBILE MACHINE ROOM TYPE ELEVATOR 失效
公开(公告)号：JPH06322993A
公开(公告)日：1994-11-22
申请号：JP13291693
申请日：1993-05-10
申请人： TAKENAKA KOMUTEN CO , YOSHINAGA MFG
发明人： KITANI SOICHI , TSUYUKI MIKIO , MONAI TSUKASA
IPC分类号： B66B7/00 , E04G21/16
摘要： PURPOSE:To cut off construction manhours and enhance safety and reduce construction period and construction cost as well by installing an outrigger extended and engaged with a template to be installed to an elevator to both ends of a beam main body. CONSTITUTION:A beam main body 22, which loads a mobile machine room 21, is installed to the top and the length of the beam main body 22 is made shorter than the width of an elevator shaft. Then, the beam main body 22 is moved upward in parallel in the elevator shaft; and outrigger 23 extended and engaged with a template installed at proper spots inside the elevator is installed to both ends of the beam main body 22. Every outrigger 23 is adapted to proceed, and engaged with each template, thereby holding the mobile machine room 21 at its position and repeating this operation one after another in conformity with the progress in the construction of a skeleton. Then, the mobile machine room 21 is moved upward, thereby extending gradually the hoist range of a construction elevator.

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