Microsoft Word - flª™J†QŁÜ‚Ł“H−w2003.doc
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1 土木学会舗装工学論文集第 8 巻 23 年 12 月 RC RC RC 1, RC RC Key Words: RC precast slab pavement, cotter joint, airport, experimental pavement, structural design PPC 1) PPC PPC PPC 2 2) PPC RC 3) RC 183
2 RCRC RC 3) RC RC RC 7mm RC RC H RC RC RC RC PPC 4) 5) RC H RC C H HRC コッター継手 ラチストラス鉄筋 RC C H C RCRC 1 6) RC RC RC 184
3 225 枕版 RC プレキャスト版 セメント安定処理材 粒状材 65 RC プレキャスト版 枕版 ( 単位 : mm) B 5@75=375 D @45= F 3@ @75= @ @43 A C 559 3@1125= E コッター式継手 スリップバー 高さ調整ボルト グラウト注入孔 ( 単位 : mm) (mm) (knm) A-C 75 2 B-D 75 4 C-E 1,125 4 D-F 45 - RC RC B747-4LA-1 2,PPC 25mm 25mmRC RC6 6RC % A-C6%B-DC-E RC 14,493mm 2,493mm25mm 6N/mm 2 D13D16 75mm SD345 PPC CH 95N/mm 2 185
4 φ75 φ ( 単位 : mm) R58 R43 R28 3 平面図 側面図 φ42 1 C RC プレキャスト版敷設既設コンクリート版撤去ビニールシート敷設(継手締付け試験)キャップ取付け路盤整正枕版敷設R Cプ裏込め用グラウト材および目地用グラウト材充填レキャスト版敷設 H 継手仮締結継手締結 R25 φ R25 φ 26 5 ( 単位 : mm) 5 上面平面図側面図下面平面図 153 H FWD RCH 52mm 25mm K 3 37MN/m 3 RC RC 6 RC RC 2 13 RC RC RC RCH RC 5kNm4kNm 8A-C 25kNm Falling Weight Deflectometer FWDFWD RC 125mm i) 45mm 276kN 3, 1,3 186
5 1 5-5 H ii)fwd FWD kN41,3, 5,1,5 iii) B747 21, 5,A-BE-F FWD 5km/h 91kN A-CC-E kN/mm 2.5N/mm 2 B-D A-C C-E 15kΝm kN/mm 2.7N/mm 2 C H28 1,6mm 2 19N/mm 2 34kNH 8mmH 3517kN/mm 2.19N/mm 2 H H sa sy 187
6 B-D σ max =.19N/mm 2 25kNm H T = σ s (1) T Nmm σ HN/mm 2 s RC FWD H RC Westergaard RC Westergaard RC RC 5, 3, RC 1, C BD 5,.6mm1, 188
7 B A D C.8mm C C C C3FEM 3 F A C 2. N/mm 2 E 189
8 D (mm) kN 15kN 2kN 25kN FWD 7 RC.8mm.2mm4 RCC 276kN21N/mm 2.5mm.88mm FWDD RC A-C B-D C-E D-F , , mm A-C B-D3, 1, C-ED-F 276kN 75mm3%A-C1,125mm 6%C-E A-C 8) /{( D ) } 45 + D 2 /{( D' + D' ) 2} 1 D45 E f = (2) D' D45, D D' 45, D' D, 225mm D 45 19
9 A-C 25kN 1, 9% 1,125mm6 C-E5, 75mm 96% 75mm 75mm RC i) 15kNm 25kNm H 25kNm 191
10 ii) 75mm3H 1,125mm6 75mm iii) 1 96%48 RC RC RC RC (1) RC C5, 1,.8mmFEM 1, (2) 1, 96% RC RC 1) Sato, K., Fukute, T. and Inukai, H.: Some New Construction Methods for Prestressed Concrete Airport Pavements, 2nd International Conference on Concrete Pavement Design, pp , ) PPCNo. 728/VI-58pp ) RC No.67pp ) 147p ) 212p.22 6) RC 823 7) 257p
11 8) RCCP46 Vpp APPLICATION OF HIGH STRENGTH RC PRECAST SLAB PAVEMENTS IN AIRPORTS Yoshitaka HACHIYA, Kazuhiro MATSUZAKI, Akihiko ITO, Hironari YAMAWAKI, Hideki TANAKA and Akihiko YOKOO Recently, concrete pavements are often adopted due to both introduction of larger aircraft and increase of aircraft operations. To deal with these situations, RC precast slab pavement using high strength concrete with cotter joint system is studied. Through the repeated loading of 1, times with B747 landing gear on the experimental pavement, the durability of both cotter joint and RC precast slab was found fully sufficient. Based on a series of studies, the applicability of high strength RC precast slab pavement in airports was verified. 193
第七回道路橋床版シンポジウム論文報告集 Experimental Study on Fatigue Resistance of RC Slab with UFC Panel for Wheel Running Fatique Test * ** ** *** **** Kazuhiko Minaku
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* * Structural Performance on Reinforced Concrete and Precast Concrete Columns Using Ultra High Strength Materials by Toshio MATSUMOTO and Hiroshi NISHIHARA Abstract In this experimental study, in order
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Vol.57A (11 3 ) RC Consecutve falling-weight impact test of large-scale RC girders under specified total input-impact energy * ** *** **** ***** Norimitsu Kishi, Hisashi Konno, Satoru Yamaguchi, Hiroshi
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A2, Vol. 69, No. 2 Vol. 16, I_237-I_246, 213. Analytical Investigation of Shear Force Distribution of Perfobond Strip with Plural Perforations * ** *** **** ***** Noriyuki KUBO, Takeshi SAKAI, Shinji OHGUCHI,
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NAOSITE: Nagasaki University's Ac Title Author(s) 3D 計測によるコンクリート打継部及び曲面板の振動解析に関する研究 松田, 浩 ; 和田, 眞禎 ; 小嶋, 悟 ; 崎山, 毅 ; 森田, 千尋掲維 ; 仲村, 政彦 ; 山本, 晃 ; 鶴田, 健 Citation 応用力学論文集 Vol.3, pp.5-4, Issue Date URL http://hdl.handle.net/69/648
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