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1. 发明专利

JPH08184099A REINFORCED CONCRETE STRUCTURE OF BEAM AND COLUMN AND THE LIKE 失效
公开(公告)号：JPH08184099A
公开(公告)日：1996-07-16
申请号：JP26183495
申请日：1995-10-09
申请人： OKUMURA CORP , NAKATSUKA KICHI
发明人： NAKATSUKA KICHI , ANDO KUNIHIKO , TSURUYA MASAYUKI , WAKABAYASHI YASUHIRO , MAEBA TOMOYUKI , NAKADA HIROYUKI
IPC分类号： E04B1/16
摘要： PURPOSE: To eliminate the need for forms and a timbering, and to shorten the term of works by placing concrete into a frame formed by installing anchor plate materials on the outer circumference of the reinforcement arranging section of a beam or a column, in which reinforcements are assembled at the place of the beam or the column built on a floor and which consists of main reinforcements and hoop reinforcements, and spraying concrete on the outer side faces of the anchor plate materials. CONSTITUTION: Lath materials 4 are disposed along hoop reinforcements 2 on the outer circumference of a column reinforcement arranging section 3 composed of main reinforcements 1 and the hoop reinforcements 2. Concrete 5 is sprayed. Covering concrete 5 functioning as the forms of internal concrete 6 in combination is formed. Specified strength is manifested in covering concrete 5, and internal concrete 6 is placed inside concrete 5. Accordingly, forms and a timbering are unnecessitated, and the execution of works can be simplified.

2. 发明专利

JP2007262704A Steel column/beam connection portion structure 有权
标题翻译：钢柱/梁连接部分结构
公开(公告)号：JP2007262704A
公开(公告)日：2007-10-11
申请号：JP2006087101
申请日：2006-03-28
申请人： Okumura Corp , 株式会社奥村組
发明人： HATA MASAFUMI , MAEBA TOMOYUKI , TANAKA HIROKAZU
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a steel column/beam connection portion structure which can enhance structural performance and ensure the easiness of construction, when a plurality of H-shaped steel beams different in beam depth are joined to a steel pipe column via an outer diaphragm-type diaphragm.
SOLUTION: In this steel column/beam connection portion structure, the plurality of H-shaped steel beams 1 and 2 different in the beam depth, and the steel pipe column 3 are rigidly joined together via one set of upper and lower diaphragms 4 and 5. The outer diaphragm type is employed for the set of upper and lower diaphragms; the thickness dimension T of the lower diaphragm 5 is set equal to/smaller than the thickness dimension t of the upper diaphragm 4; and the width dimension H of the lower diaphragm 5 is set equal to/larger than the width dimension h of the upper diaphragm, and set to enable the jointing of the lower flanges 1a and 2a of the plurality of H-shaped steel beams. Upper flanges 1b and 2b of the plurality of H-shaped steel beams are joined to the upper diaphragm in such a manner that upper ends of the beams are aligned in the state of being flush with one another, and all the lower flanges of the plurality of H-shaped steel beams are joined to the lower diaphragm.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种能够提高结构性能并确保施工容易性的钢柱梁结合部结构，当多个不同长度的H形钢梁连接到钢管柱通过外隔膜式隔膜。解决方案：在这种钢柱/梁连接部分结构中，通过一组上下隔膜将多个不同于梁深度的H形钢梁1和钢管柱3刚性地接合在一起外隔膜式用于上下隔膜组; 下隔膜5的厚度尺寸T被设定为等于/小于上隔膜4的厚度尺寸t; 并且下隔膜5的宽度尺寸H设定为等于或大于上隔膜的宽度尺寸h，并且设定为能够连接多个H形钢梁的下凸缘1a和2a。多个H形钢梁的上凸缘1b和2b以上梁的上端以彼此齐平的状态对齐的方式接合到上隔膜，并且多个下部凸缘 H形钢梁与下隔膜接合。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2511191B2 失效
公开(公告)号：JP2511191B2
公开(公告)日：1996-06-26
申请号：JP27739890
申请日：1990-10-15
申请人： OKUMURA CORP
发明人： ANDO KUNIHIKO , TSURUYA MASAYUKI , WAKABAYASHI YASUHIRO , TAKAGAKI TAHEI , MAEBA TOMOYUKI , NAKADA HIROYUKI
IPC分类号： E04C3/34 , E04C5/06

4. 发明专利

JPH04333748A FILLING TYPE COLUMN STRUCTURE 失效
公开(公告)号：JPH04333748A
公开(公告)日：1992-11-20
申请号：JP10134091
申请日：1991-05-07
申请人： OKUMURA CORP
发明人： SUZUKI KAZUO , NAKATSUKA KICHI , KUSHIMA TOSHIMASA , ANDO KUNIHIKO , SATO YUKIO , TSURUYA MASAYUKI , WAKABAYASHI YASUHIRO , MAEBA TOMOYUKI , NAKADA HIROSHI
IPC分类号： E04B1/30 , E04C3/293 , E04C3/30 , E04C3/34
摘要： PURPOSE:To maintain bending performance on the whole of a column by a method wherein a circular steel pipe having diameter larger than that of another circular steel pipe is engaged with the outer periphery of the end part in an axial direction of another steel pipe. CONSTITUTION:A filling type column structure comprises a circular first steel pipe 21 erected between a ceiling 23 and a floor 24, concrete 22 with which the interior of the first steel pipe is filled, and second steel pipes 31 and 32 having diameter larger than that of the steel pipe 21 and having respective column end parts 25 and 26 closely engaged with the outer periphery of the steel pipe 21. Lengths L1 and L2 in an axial direction of the steel pipes 31 and 32 are set to a value equal to a diameter D of the column 20 and given gaps delta are provided between the steel pipes 31 and 32 and the ceiling 23 and the floor 24, respectively. When a horizontal force Q is exerted on the column 20 on which a high axial tension N is exerted, deformation of the first and second steel pipes at the end part of a column is prevented from occurring by means of the peripheral restraints of the steel pipes 31 and 32.

5. 发明专利

JP2005299387A Construction method of foundation 审中-公开
标题翻译：基金会施工方法
公开(公告)号：JP2005299387A
公开(公告)日：2005-10-27
申请号：JP2005200984
申请日：2005-07-08
申请人： Okumura Corp , 株式会社奥村組
发明人： ANDO KUNIHIKO , SATO YUKIO , MAEBA TOMOYUKI
IPC分类号： E02D27/01 , E02D27/28
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a foundation reducing a construction cost of a skeleton and shortening a construction period by reducing the amount of underground excavation and the amount of soil to be carried out to the outside.
SOLUTION: Soil improvement is carried out, and improved soil 3 is excavated to form concrete placing parts 8, 9 using the excavated face of the improved soil 3 as a form. Reinforcements 11, 12 are arranged at the concrete placing parts 8, 9, and then concrete is placed in the concrete placing parts 8, 9. A cement-based solidifying material is used in soil improvement, and the method includes a process for measuring the bearing capacity of soil after excavating the improved soil 3.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种基础的施工方法，其通过减少地下开挖量和向外部进行的土壤的量而减少骨架的施工成本并缩短施工周期。解决方案：进行土壤改良，采用改良土3的挖掘面作为一种形式挖掘改良土3，形成混凝土配置件8,9。加固件11,12设置在混凝土浇筑部件8,9处，然后将混凝土放置在混凝土浇筑部件8,9中。在土壤改良中使用水泥基固化材料，该方法包括测量挖土后土壤承载力3。版权所有（C）2006，JPO＆NCIPI

6. 发明专利

JP2001140395A FRAME STRUCTURE AND BUILDING USING IT 失效
公开(公告)号：JP2001140395A
公开(公告)日：2001-05-22
申请号：JP32472099
申请日：1999-11-15
申请人： OKUMURA CORP
发明人： YAMASHITA MASAYA , MAEBA TOMOYUKI , YAMAMOTO TAMIO , KAZUMI YASUHIDE , MASUDA MUNETAKA
IPC分类号： E04B7/00 , E04B7/02
摘要： PROBLEM TO BE SOLVED: To provide a frame structure capable of appropriately conforming to the construction of buildings designed for different purposes, and a building constructed thereby, the frame structure comprising lightweight and spacious columns and thin and lightweight roof floor boards. SOLUTION: The frame structure comprises the columns 2 arranged in parallel, stays 4 arranged radially at the apexes of the columns by pinning 6, and the roof floor boards 3 each having latticed ribs 8 and 9. The stay ends 7 and the latticed rib 8 of the roof floor boards are joined together by pinning 12 and each roof floor board comprises a plurality of split floor board units 13 made of precast concrete and integrated together by prestressing 15 of the latticed ribs 9. The floor board units constitute a direct ceiling with prestress 17 applied to the latticed ribs 8 which are exposed to a living room.

7. 发明专利

JPH04131443A REINFORCED CONCRETE STRUCTURE FOR BEAM, COLUMN, OR THE LIKE 失效
公开(公告)号：JPH04131443A
公开(公告)日：1992-05-06
申请号：JP25375190
申请日：1990-09-21
申请人： OKUMURA CORP , NAKATSUKA KICHI
发明人： NAKATSUKA KICHI , ANDO KUNIHIKO , TSURUYA MASAYUKI , WAKABAYASHI YASUHIRO , MAEBA TOMOYUKI , NAKADA HIROYUKI
IPC分类号： E04B1/16 , E04C3/20 , E04C3/34
摘要： PURPOSE:To shorten the term of construction by spraying the external side surface of concrete setting plate material to be set along the outer periphery of a reinforcement arranging section, with covering concrete, and by placing internal section concrete in a frame to be formed with a covering concrete section. CONSTITUTION:On the outer periphery of a column reinforcement-arranging section 3 consisting of main reinforcements 1 and a hoop reinforcement 2, lath material 4 is set along the hoop reinforcement 2. After that, the external side surface of the lath material 4 is sprayed with concrete, and covering concrete 5 is formed. After that, the internal side of the covering concrete 5 is filled up with internal section concrete 6, and the reinforced concrete structure A1 of a column section is constructed.

8. 发明专利

JP2002294722A FOUNDATION STRUCTURE OF STRUCTURE AND ITS CONSTRUCTION METHOD 失效
公开(公告)号：JP2002294722A
公开(公告)日：2002-10-09
申请号：JP2001095519
申请日：2001-03-29
申请人： OKUMURA CORP
发明人： ANDO KUNIHIKO , SATO YUKIO , MAEBA TOMOYUKI
IPC分类号： E02D3/12 , E02D27/01
摘要： PROBLEM TO BE SOLVED: To provide a foundation structure of a structure capable of cutting down an underground excavated amount and an outside conveyed soil amount to reduce a construction cost as well as the curtailment of a construction period and its construction method. SOLUTION: The foundation structure improves a soft ground on a bearing ground 2, the ground improved soil 3 is excavated to form a column section, a foundation beam and concrete casting parts 8 and 9 of a raft foundation bearing slab, and after reinforcing bars 11 and 12 constituted by combining a column reinforcing bar, the foundation beam 5 and every upper surface of the raft foundation bearing slab 7 with the concrete casting parts are arranged, concrete is monolithically cast to construct the foundation structure of the structure.

9. 发明专利

JPH09195565A MOVABLE COVER BODY 失效
公开(公告)号：JPH09195565A
公开(公告)日：1997-07-29
申请号：JP563096
申请日：1996-01-17
申请人： OKUMURA CORP
发明人： HAYASHIDA TAMIO , YAMASHITA MASAYA , MAEBA TOMOYUKI , SAKAMOTO KATSUMI
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To securely cover the space between two structures without extending over one of them when the distance between these structures varies. SOLUTION: A movable plate body 21 provided with a transferable caster 23 at the upper end is rotatably fitted to the upper end of a retaining wall 16 at the lower end thereof through a hinge 24 and diagonally installed upward from the retaining wall 16 toward the outer wall 11a of a building. A cover body 22 provided with a transferable caster 27 at the lower end thereof is rotatably fitted to the building 11 through a hinge 26, at the upper end and diagonally stretched downward from the building 1 to the upper face of the movable plate body 21. In this way, when the distance between the retaining wall and the building varies, the movable plate body 21 and the cover body 22 move mutually. And both casters 23, 27 transfer smoothly on the outer wall 11a or the movable plate body 21 and do not restrict the relative transfer between the retaining wall and the cover plate body. And further, the movable plate body 21 does not extend over the retaining wall 16.

10. 发明专利

JPH04153445A REINFORCED CONCRETE COLUMN 失效
公开(公告)号：JPH04153445A
公开(公告)日：1992-05-26
申请号：JP27739890
申请日：1990-10-15
申请人： OKUMURA CORP
发明人： ANDO KUNIHIKO , TSURUYA MASAYUKI , WAKABAYASHI YASUHIRO , TAKAGAKI TAHEI , MAEBA TOMOYUKI , NAKADA HIROYUKI
IPC分类号： E04C3/34 , E04C5/06
摘要： PURPOSE:To facilitate assembly work of reinforcing bar by forming a band bar into a circular shape encircling the center of a column center, in which the inner radius thereof is taken as the difference between a distance between the column center and the central point of a side and a concrete cover dimension of a column bar. CONSTITUTION:Column bars 12 with a small diameter, column bars 13 with a large diameter and a circular band bars 15 are arranged in an octagonal reinforced concrete column 1. The inner radius (r) of the bar 15 is taken as the difference between a distance (l) connecting the center of the column 0 and the central point of a side of the octagon and a concrete cover dimension A required for the bar 12. A distance B between the intersection of a line (m) connecting a corner C and the center 0 and the inner periphery of the bar 15 and the corner C is made larger than a concrete cover dimension required for the bar 13 to determine the outer radius of the bar 13, whereby the strength of the column 1 is ensured. As a result, since the bar 15 is circular and auxiliary bars required for conventional polygonal band bar are not employed, assembling work can be made easier.

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