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1. 发明专利

JP2006348692A MATERIAL CONVEYANCE SYSTEM FOR CONSTRUCTION OF EXTERIOR WALL PART OF BUILDING 有权
公开(公告)号：JP2006348692A
公开(公告)日：2006-12-28
申请号：JP2005179347
申请日：2005-06-20
申请人： SHIMIZU CONSTRUCTION CO LTD , KOSHIHARA KK
发明人： YONEMARU KEISUKE , MAEDA JUNICHIRO , TAKI SATOSHI , NACHI HIROSHI , ONO TADASHI , INOUE KAZUHIRO
IPC分类号： E04G21/14
摘要： PROBLEM TO BE SOLVED: To efficiently convey a material for construction of an exterior wall part of a building. SOLUTION: A vertically conveying means for vertically conveying the material 4 and a horizontally conveying means for horizontally conveying the material at an upper part of the building are mounted on a supporting frame 2 which is temporarily mounted on the upper part of the building 1, and the material is transferred between them by the work from a scaffold means. The vertically conveying means is a lifting mechanism 5 having a structure for lifting up and down the material by a wire 9. The horizontally conveying means is a traveling type conveying mechanism 6 having a structure for hanging and supporting the material from a trolley 21 through a wire 22 to make it travel horizontally. Winches 11, 24 for them are mounted on the upper part of the building. The lifting mechanism can also move the material in directions of approaching and leaving the building, and a guide wire 15 guides the vertical conveyance of the material. A gondola is used as a scaffold means to deliver the material. COPYRIGHT: (C)2007,JPO&INPIT

2. 发明专利

JP2006348691A SYSTEM FOR WORKING ON EXTERIOR WALL PART OF BUILDING 审中-公开
公开(公告)号：JP2006348691A
公开(公告)日：2006-12-28
申请号：JP2005179346
申请日：2005-06-20
申请人： SHIMIZU CONSTRUCTION CO LTD , KOSHIHARA KK , NIHON BISOH CO LTD
发明人： NACHI HIROSHI , YONEMARU KEISUKE , MAEDA JUNICHIRO , TAKI SATOSHI , ONO TADASHI , INOUE KAZUHIRO , YAMAGUCHI TOSHIO
IPC分类号： E04G3/28 , B66C19/00 , E04G21/14
摘要： PROBLEM TO BE SOLVED: To effectively carry out the work on an exterior wall part by operating a gondola and conveying a material independently from each other. SOLUTION: A gondola 3 is supported in a hanging manner from a temporary supporting frame 2 installed on an upper part of a building 1 so that the gondola 3 may be lifted and horizontally moved along the exterior wall part. A conveying means is provided to convey the material 4 between a ground surface and a work position along the exterior wall part. As the conveying means, a traveling type conveying mechanism 5 is used to convey the material horizontally and vertically. Otherwise a vertically conveying means and a horizontally conveying means for conveying the material vertically and horizontally, respectively, are combined to obtain a structure in which the material is mutually delivered at the upper part of the building. As the vertically conveying means, a temporary lift or a wire type lifting mechanism which can go closer to or away from the building is suitable. As the horizontally conveying means, a wire type traveling conveying mechanism is suitable. A winch is placed on the upper part of the building. A guide wire is provided to guide the vertical conveyance. A hanging scaffold 12 and a curing net 13 are installed to be supported in a hanging manner from the supporting frame. COPYRIGHT: (C)2007,JPO&INPIT

3. 发明专利

JP2003138584A CONSTRUCTION METHOD FOR UNDERGROUND SKELETON 审中-公开
公开(公告)号：JP2003138584A
公开(公告)日：2003-05-14
申请号：JP2001341214
申请日：2001-11-06
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： TAMAOKI KATSUYUKI , KATSURA YUTAKA , KUNUGI TAKASHI , TAKI SATOSHI , KUMADA AKIHIKO
IPC分类号： E02D23/08 , E02D29/045 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a rational underground construction method by improving a conventional caisson construction method. SOLUTION: A water stop wall 4 reaching a non-water permeation layer 3 and serving also as earth retaining is installed by surrounding a position where an underground skeleton 1 is sunk and provided. The underground skeleton is first constructed in a ground surface part on an inner side of the water stop wall. Pumping of underground water is performed from inner side ground 2 of the water stop wall to dig the inner side ground of the water stop wall while reducing a level of underground water down to below a digged bottom face so that the underground skeleton is sunk and installed by guiding it by the water stop wall and reaches a desired depth. When sinking and installing the underground skeleton, a waterproof layer is formed on its outer face. A weight of the skeleton is supported by the required number of temporarily provided real columns, a blade tip ground reaction force, and a friction force of a peripheral face to prevent unexpected sinking of the skeleton. A jack is installed in a skeleton connection part of the temporarily provided real columns to perform expansion and shrinkage control in accordance with inclination of the skeleton and a situation of stress by interlocking relationship. Mud earth or mud water is poured into a cavity part between the skeleton and the water stop wall or the ground to reduce friction resistance, and mud water is solidified after the sinking and installation of the underground skeleton are completed.

4. 发明专利

JP2002047730A ROOF STRUCTURE 失效
公开(公告)号：JP2002047730A
公开(公告)日：2002-02-15
申请号：JP2000234611
申请日：2000-08-02
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： KANEMITSU TOMOMI , KAI YOSHIRO , TANIGUCHI HISANORI , TAKI SATOSHI , TATEISHI YASUTOSHI , SUGIZAKI KENICHI
IPC分类号： E04B1/19 , E04B1/342 , E04B7/02 , E04C3/02
摘要： PROBLEM TO BE SOLVED: To enhance the rigidity of the end part of a roof having a tense-grid structure and enable the mounting of a roofing material on a grid material. SOLUTION: In the roof structure constituted by taking a unit with the tense- grid structure as a base unit, both end parts of the roof in a span direction are supported by a girder in a longitudinal direction, the units are disposed consecutively in the span direction at both end parts of the roof in the longitudinal direction, and a chord member in the span direction is tightly stretched between bundle members 13 composed of the units. In the unit 11 having the deformed tense-grid structure, two pieces of the grid material 12 are intersected with each other in the shape of a cross, and a diagonal member 14 is tightly stretched between both of the upper and lower ends of the bundle member 13 installed in an intersected part and the respective ends of the two pieces of the grid material 12. The units 11 are used and coupled together by means of band members 15 disposed consecutively and stretched tightly in a lattice like manner, and the chord member for coupling the bundle members 13 together is installed in an place requiring the chord member.

5. 发明专利

JP2000054492A TENSION GRID STRUCTURE AND WORK EXECUTION METHOD OF TENSION GRID STRUCTURE 失效
公开(公告)号：JP2000054492A
公开(公告)日：2000-02-22
申请号：JP22741598
申请日：1998-08-11
申请人： SHIMIZU CONSTRUCTION CO LTD
发明人： KANEMITSU TOMOMI , SUGIZAKI KENICHI , KAI YOSHIRO , TANIGUCHI HISANORI , TAKI SATOSHI , TATEISHI YASUTOSHI
IPC分类号： E04B1/32 , E04B1/34 , E04B1/342 , F16S3/04
摘要： PROBLEM TO BE SOLVED: To provide rational structure that can obtain a lightweight, large-span frame by combining frames and cables. SOLUTION: A strut member 2 is disposed inside a frame body with compression members 1a built up in frame shape, and cables 3 are stretched between both ends of the strut member 2 and each apex of the frame body to form a grid unit U. With this grid unit U as a component, the apexes of the frame bodies of the grid units U are connected to each other to constitute a grid frame F with the frame bodies and voids S formed between the respective frame bodies, as measures. The strut members 2 of the adjacent grid units 1 are connected to each other by tension members 4 to impart tension to the tension members 4.

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