2024-03-28T14:19:13Z
https://u-ryukyu.repo.nii.ac.jp/oai
oai:u-ryukyu.repo.nii.ac.jp:02007423
2022-10-31T03:20:40Z
1642837622505:1642837722116:1642837727106
1642838403551:1642838406845
沖縄の鉄骨構造建築物とその溶接について -溶接の問題点と考察その1-
Buildings of Steel Structure and Their Welding in Okinawa
真喜志, 康二
平敷, 兼貴
屋良, 秀夫
Makishi, Yasuji
Heshiki, Kenki
Yara, Hideo
open access
In the beginning of steel structure buildings, riveted joint was a normal method, but by the development of high thickness and high strength of the steel, the joint method with high tension bolt had becoming used. Recently, the joint methods with both of high tension bolt and welded joint have been taken. The followings are found to be apparent. 1. Each fabricator's welders, who have welder's license, have much experience. 2. Because each fabricator has very few welding engineers, the instruction for the welding technique is not enough. For example, the control of steel material and welding rods, groove form of joint and the strain of welded products. 3. The inspection of welded parts is dealt by each fabricator. In fact only 10 percents of the parts are inspected. 4. The welding defect, especially undercut, is found in the parts of the welded joint between pillar and beam.
紀要論文
琉球大学理工学部
Science and Engineering Division, University of the Ryukyus
1976-03-01
jpn
departmental bulletin paper
VoR
http://hdl.handle.net/20.500.12000/26614
http://hdl.handle.net/20.500.12000/26614
https://u-ryukyu.repo.nii.ac.jp/records/2007423
0387-429X
AN00250785
琉球大学理工学部紀要. 工学篇
Bulletin of Science & Engineering Division, University of the Ryukyus. Engineering
11
9
20
https://u-ryukyu.repo.nii.ac.jp/record/2007423/files/N11P009.pdf