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1. 发明专利

JP2002115360A FITTING STRUCTURE OF WALL MATERIAL FOR BUILDING 失效
公开(公告)号：JP2002115360A
公开(公告)日：2002-04-19
申请号：JP2000306303
申请日：2000-10-05
申请人： TAISEI CORP , YOSHINO GYPSUM CO
发明人： NISHIGAKI TARO , UCHIDA MASAYUKI
IPC分类号： E04B2/82
摘要： PROBLEM TO BE SOLVED: To favorably prevent leakage of flame and smoke from a clearance and spreading to other sections due to collapse of the supper end of a partition wall or the clearance formed between a column and the partition wall, even if the allowable temperature of a steel material becomes higher than the present 350 deg.C by deregulation. SOLUTION: This fitting structure of the partition wall 1 fitted to the column and a girder 3a of a building and partitioning the inside of the building is provided with a girder deformation absorbing means 80 absorbing the deformation of the girder 3a to the side the partition wall 1 in the fitting portion between the partition wall 1 and the girder 3a, and a column deformation absorbing means absorbing the deformation of the column to a side separating from the partition wall 1 in the fitting portion between the partition wall 1 and the column.

2. 发明专利

JPH0467521B2 失效
公开(公告)号：JPH0467521B2
公开(公告)日：1992-10-28
申请号：JP15982287
申请日：1987-06-29
申请人： TAISEI CORP
发明人： SUEOKA TOORU , FUJIWARA YASUSHI , SUGIMOTO KENJI , NISHIGAKI TARO , TANIZAWA FUSAO
IPC分类号： E01C7/10 , E01C3/00 , E01C3/04

3. 发明专利

JPS6378919A TENSION MEMBER FOR PC CONSTRUCTION WORK 失效
公开(公告)号：JPS6378919A
公开(公告)日：1988-04-09
申请号：JP21969586
申请日：1986-09-19
申请人： TAISEI CORP
发明人： HATSUZAKI TOSHIO , NISHIGAKI TARO , NAKANISHI AKIRA , NAITO SEIJI , RYOKE KUNIYASU
IPC分类号： E04C5/08 , E02D5/80
摘要： PURPOSE:To utilize wires for injection of grout by a method in which wires are set in a cylindrical form to form a tension member having a hole inside. CONSTITUTION:A group of wires 2 having high strength and excellent flexibility are arranged into a cylindrical tension member 1. The hole 11 formed in the axis is utilized for injection of grout.

4. 发明专利

JPH10204995A PACKED STEEL PIPE CONCRETE STRUCTURE COLUMN 失效
公开(公告)号：JPH10204995A
公开(公告)日：1998-08-04
申请号：JP1161997
申请日：1997-01-24
申请人： TAISEI CORP
发明人： SUGITA KAZUNAO , NISHIGAKI TARO
IPC分类号： E04B1/30 , E04C3/32 , E04C3/34
摘要： PROBLEM TO BE SOLVED: To support loads well in a fire so as to reduce or eliminate a fire resistant cover by providing a diaphragm arranged at each junctions of joists with threaded reinforcing bars extending along the direction of the axis of a steel-pipe concrete structure column, the diaphragm being placed at each beam junction. SOLUTION: A plurality of threaded reinforcing bars 4 are arranged vertically and secured to a diaphragm 7 by nuts 9. The threaded reinforcing bars 4 are connected together by couplers 10 and are arranged continuously along the direction of the axis of a steel pipe 2. In each of diaphragms 7 placed at two of upper and lower places at each junction 6, four through holes 8 are formed. Concrete 3 is placed and packed ion the steel pipe 3 to construct a concrete structure column 1. No threaded reinforcing bars 4 may be placed between the diaphragm 7 above the junction 6 and the diaphragm 7 below the junction 6. Thus even in the event of a fire while no fire resistant cover exists, cracking and the width of a crack can be reduced. Therefore, either the fire resistant cover can be reduced or no fire resistant cover is required.

5. 发明专利

JPS63289138A CONCRETE STRUCTURE 失效
公开(公告)号：JPS63289138A
公开(公告)日：1988-11-25
申请号：JP12183387
申请日：1987-05-19
申请人： TAISEI CORP , TOHO RAYON KK
发明人： NISHIGAKI TARO , MATSUHASHI SHUNICHI
IPC分类号： E04B1/16

6. 发明专利

JPS62291323A EARTH ANCHOR 失效
公开(公告)号：JPS62291323A
公开(公告)日：1987-12-18
申请号：JP13280386
申请日：1986-06-10
申请人： TAISEI CORP
发明人： HATSUZAKI TOSHIO , NISHIGAKI TARO , NAKANISHI AKIRA , NAITO SEIJI , RYOKE KUNIYASU
IPC分类号： E02D5/80 , E04C5/08 , E04C5/12
摘要： PURPOSE:To eliminate the needs for rust-preventing treatment for strands and also for the use of sheath material by a method in which a pair of couplers are set in a mutually facing manner and high-strength, corrosion-resistant, and flexible strands are engaged with the arms of the couplers to assemble an anchor. CONSTITUTION:A pair of couplers 2 and 3 are set in a mutually facing manner, and high-strength, corrosion-resistant, and flexible strands 1 of small-diameter resin-derived carbon fiber, etc., not metal are engaged with the arms of the couplers 2 and 3 with several turns to assemble an anchor. The anchor is penetrated into an anchor hole 4 and grout 5 is injected into the hole 4 to fix the tip of the anchor to the natural ground. After the grout 5 hardens, bolts 22 are thrust through a distribution plate 6, and the plate 6 is attached to the inlet of the hole 4 and screwed with nuts 23 in such a way as to introduce a given tension force into the strand 1. The bolt 22 is then fixed with the nuts 23.

7. 发明专利

JPH10204996A CONCRETE STRUCTURE COLUMN WITH FILLED STEEL PIPE AND ITS METHOD FOR CONSTRUCTION 失效
公开(公告)号：JPH10204996A
公开(公告)日：1998-08-04
申请号：JP1162097
申请日：1997-01-24
申请人： TAISEI CORP
发明人： SUGITA KAZUNAO , NISHIGAKI TARO , KUROBA KENJI
IPC分类号： E04B1/30 , E04C3/32 , E04C3/34 , E04G21/02
摘要： PROBLEM TO BE SOLVED: To reduce fireproof covering of a steel pipe or establish a steel pipe equipped without a fireproof covering by introducing such an arrangement that the load in axial direction applied in the event of fire can be supported in good performance even in the condition without fireproof covering. SOLUTION: A concrete structure column 1 of filled steel pipe is structured so that a tremie pipe 4 extending in the axial direction of steel pipe 2 is embedded in the concrete 3 put fully in the steel pipe 2 having a square/rectangular section. The tremie pipe 4 serves both for placing concrete and reinforcement of the concrete. At one side in circumferential direction of this tremie pipe 4 a plurality of holes 5a are formed at a constant spacing in the axial direction, and at the other side of tremie pipe 4 180deg. apart in the circumferential direction from the holes 5a, a plurality of holes 5b are formed at a constant spacing in the axial direction being positioned approx. in the middle between the holes 5a, 5a adjoining above and below.

8. 发明专利

JPH0412769B2 失效
公开(公告)号：JPH0412769B2
公开(公告)日：1992-03-05
申请号：JP13280386
申请日：1986-06-10
申请人： TAISEI CORP
发明人： HATSUZAKI TOSHIO , NISHIGAKI TARO , NAKANISHI AKIRA , NAITO SEIJI , RYOKE KUNYASU
IPC分类号： E02D5/80 , E04C5/08 , E04C5/12

9. 发明专利

JPS646402A SOIL CEMENT ROAD FOUNDATION MATERIAL CONTAINING STAPLE FIBER LIKE SUBSTANCE 失效
公开(公告)号：JPS646402A
公开(公告)日：1989-01-11
申请号：JP15982287
申请日：1987-06-29
申请人： TAISEI CORP
发明人： SUEOKA TORU , FUJIWARA YASUSHI , SUGIMOTO KENJI , NISHIGAKI TARO , TANIZAWA FUSAO
IPC分类号： E01C7/10 , E01C3/00 , E01C3/04
摘要： PURPOSE: To enable construction of a road base course without bringing cracks by using a short fiber-form material. CONSTITUTION: A soil cement road base source material is formed of a short fiber-formed material, sand, binder such as cement or slaked lime, and water. In this way, the base course preventing cracks can be executed without use of aggregate such as crushed stones.

10. 发明专利

JP2004278080A Method of designing composite beam 有权
公开(公告)号：JP2004278080A
公开(公告)日：2004-10-07
申请号：JP2003069417
申请日：2003-03-14
申请人： Taisei Corp , 大成建設株式会社
发明人： NISHIGAKI TARO , MICHIKOSHI SHINTAROU
IPC分类号： E04B1/94 , E04B1/00 , E04B1/30 , E04B5/32
摘要： PROBLEM TO BE SOLVED: To provide a method of designing a composite beam optimizing the amount of steel to reduce the weight of the composite beam while securing structural stability in case of a fire of the composite beam even when omitting or reducing fire resistive covering for a steel beam.
SOLUTION: The method of designing the composite beam has a first step for setting items of each member constituting the composite beam; a second step for obtaining the temperature of each member in case of the fire by analysis; a third step for leading out the shearing strength of a stud in case of the fire using the analyzed result of the second step; a fourth step for determining the integrity of a concrete slab and the steel beam by comparing the shearing strength of the stud led out in the third step, with steel stregnth in case of the fire, to lead out ultimate flexural strength at the high temperature of the composite beam according to the determined result; and a fifth step for verifying structural stability in case of the fire of the composite beam using the ultimate flexural strength at the high temperature led out in the fourth step.
COPYRIGHT: (C)2005,JPO&NCIPI

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