OVERVIEW OF THE VARIETY OF DIAPHRAGM WALL FOUNDATION DEVELOPED IN JAPAN IN RECENT YEARS

Wu Jiujiang; Cheng Qiangong; Wen Hua

doi:10.13204/j.gyjz201301032

Volume 43 Issue 1

Dec. 2014

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(1): 144-149,70

Wu Jiujiang, Cheng Qiangong, Wen Hua. OVERVIEW OF THE VARIETY OF DIAPHRAGM WALL FOUNDATION DEVELOPED IN JAPAN IN RECENT YEARS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 144-149,70. doi: 10.13204/j.gyjz201301032

Citation:

Wu Jiujiang, Cheng Qiangong, Wen Hua. OVERVIEW OF THE VARIETY OF DIAPHRAGM WALL FOUNDATION DEVELOPED IN JAPAN IN RECENT YEARS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 144-149,70. doi: 10.13204/j.gyjz201301032

Citation:

PDF( 0 KB)

OVERVIEW OF THE VARIETY OF DIAPHRAGM WALL FOUNDATION DEVELOPED IN JAPAN IN RECENT YEARS

doi: 10.13204/j.gyjz201301032

1.
1. Department of Geological Engineering,Southwest Jiaotong University,Chengdu 610031,China;
2.
2. School of Civil Engineering and Architecture,Southwest University of Science and Technology,Mianyang 621010,China

Received Date: 2012-04-19
Publish Date: 2013-01-20

Abstract

Abstract

Since the diaphragm wall technique was brought to Japan in the 1960s,the diaphragm wall has been well developed and a series of breakthroughs have been made in materials,joints,machine and applications.By collecting and summarizing a great deal of Japanese references about diaphragm walls,this paper aimed to introduce the developing trend of the diaphragm wall technique in Japan.The main subjects introduced in this paper were:1) the variety in structure properties of diaphragm walls,and a new type of foundation for the composite foundation of diaphragm wall and pile;2) the applications of diaphragm walls in bridge foundations;3) the principle and the relevant research of diaphragm walls as a remedial measure against liquefaction induced by earthquake;and 4) a new type of construction method recently developed in Japan,named the NS-BOX diaphragm wall method.
- diaphragm walls,
- Japan,
- bridge foundations,
- composite foundation of diaphragm wall and pile,
- NS-BOX

FullText(HTML)

References(31)

References

[2] 岡原美知夫,平井正哉.大深度地中続壁工法の現状と課題[J].土木技資料,1991,33(12):38-43.

日本総合土木研究所.地中連続壁基礎工法ハンドブツク(設計編)[R].東京:日本総合土木研究所,1994.

[3] 中村俊男.特集:地中連続壁用施工機械ケリー掘削機[J].建設機械,1995,31(3):45-48.

[4] 地中連続壁基礎協会.最近の地中連続壁の実績と動向[J].基礎工,1999,27(12):2-5.

[5] 日本道路協会.地中連続壁基礎設計施工指針工同解説[S].1991.

[6] 程谦恭,文华,宋章.地下连续墙桥梁基础承载机理[M].北京:科学出版社,2011.

[8] 山田清臣,和田克哉.地中連続壁による新しい基礎構造[J].土と基礎,1995,43(11):51-54.

[9] 菊地敏男,海野隆哉.連壁剛体基礎橋脚の地震時挙動と応答変位法の適用性について[C]//土木学会論文集.1993,(477):63-72.

[10] 地中連続壁基礎協会.地中連続壁基礎の展望[J].基礎工,2001,29(1):60-65.

[11] 程谦恭,文华,宋章.矩形闭合墙桥梁基础研究现状及发展趋势[J].建筑技术,2009,40(3):198-203.

[12] 棚村史郎.鉄道橋基礎の特微と現状[J].橋梁と基礎,2009,43(8):27-30.

[13] 丛蔼森.地下连续墙的设计施工与应用[M].北京:中国水利水电出版社,2001.

[14] 海野隆哉.鉄道橋梁基礎の歴史[J].橋梁と基礎,1999,33(8):34-39.

[15] 松山敏男,後藤正信,鈴木巧.名古屋都市高速道路橋脚基工事[J].土木技術,1992,47(2):60-68.

[16] 丛蔼森.日本的一种新型桥梁基础--地下连续墙沉井[J].国外桥梁,1990(2):20-30.

[17] 和田克哉,菅原聡,若林登.地中多壁基礎の設計と施工[J].基礎工,1992,20(2):46-52.

[18] 佐々木光春,田中毅,瀧内義男.青森べイブリッジ主塔基礎工事パイプ継手を用いた地中連続壁基礎の施工[J].土と基礎,1993,41(6):59-62.

[19] 野村直茂.長大橋梁の基礎形式の選定[J].基礎工,1993,21(8):42-47.

[20] Tachu Naito. Seismic Design in Japan[M]. Sekka-Sya,1965.

[21] The Japanese Geotechnical Society. Remedial Measures AgainstSoil Liquefaction[M]. Balkema,1998.

[22] JSSMFE. Proceedings of Symposium on Remedial MeasuresAgainst Soil Liquefaction[G]. JSSMFE.1991.

[23] 福武毅芳.井桁壁基礎の三次元非線形解析による耐震性の検討-液状化抑制効果の検討[C]//地盤工学研究発表会発表講演集.1997,32(2):1635-1636.

[24] 浜田信彦,尾関良純,大津宏康.液状化対策における仮設構造物の有効利用とその効果[C]//建設マネジメント研究論文集.2004(11):301-308.

[25] 西村清志.既存構造物のための地盤液状化対策-連続地中壁等で液状化対策を施した免震レトロフィット建物大阪市中央公会堂[J].基礎工,2006,34(4):65-68.

[26] 新井寿昭,萩原敏行,今村真一郎.連続地中壁と杭複合基礎に関す動的遠心模型実験[C]//地盤工学研究発表会.2003.

[27] 八尾真太郎,小林恒一.兵庫県南部地震における連続地中壁の液状化対策効果に関する検討[R]//直下型地震防災研究報告書.1999:8-13.

[28] 石川勝美,伊勢本昇昭,青木誠.地中連続壁を採用した超高層集合住宅の基礎設計[J].基礎工,1995,23(12):42-47.

[29] Sakai K,Tazaki K,Kamenoi T. Development of NS-BoxDiaphragm Wall and Applications to Bangkok Metro [C]//International Symposium on Underground Excavation andTunnelling.2006.

[30] 鋼製地中連続壁協会.鋼製地中連続壁工法 I (コンクリート等充填鋼製地中連続壁工法)--設計施工指針(案)[S],2009.

[31] 田崎和之,広沢規行,今福健一郎.鋼製連壁とコンクリート床版接合部の構造特性に関する実験的研究[C]//土木学会論文集.2004,63(6):163-173.

[32] Sakai K,Tazaki K. Development and Applications of DiaphragmWalling with Special Section SteelNS-Box[J]. Tunnelling andUnderground Space Technology,2003,18(2):283-289.

Relative Articles

Supplements(0)

Cited By

Proportional views