ACI SP-193-2000 Repair Rehabilitation and Maintenance of Concrete Structures and Innovations in Design and Construction《设计和施工中混凝土结构和创新的维修、修复和维护》.pdf

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1、 STD-AC1 SP-LV3-ENGL 2000 W 0662349 0552942 34b Repair, Rehabilitation, * and Maintenance of Concrete Strucbes, and Innovations in Design and Construction Proceedings: Fourth International Conference international V. M. Malhotra STDmACI SP-Lq3-ENGL 2000 111 0bb2949 OC52943 282 6 Repair, Rehabilitati

2、on, and Maintenance of Concrete Structures, and Innovations in Design and Construction Proceedings Fourth International Conference Seoul, Korea, 2000 Editor V. M. Malhotra o international SP- 193 STDOACI SP-193-ENGL 2000 Obb2949 0552944 119 9 DISCUSSION of individual papers in this symposium may be

3、submitted in accordance with general requirements of the AC1 Publication Policy to AC1 headquarters at the address given below. Closing date for submission of discussion is March 1,2001. All discussion approved by the Technical Activities Committee along with closing remarks by the authors will be p

4、ublished in the JulyIAugust 2001 issue of either AC1 Structural Journd or AC1 Materials Journal depending on the subject emphasis of the individual paper. The Institute is not responsible for the statements or opinions expressed in its publications. Institute publications are not able to, nor intend

5、ed to, supplant individual training, responsibility, or judgment of the user, or the supplier, of the information presented. The papers in this volume have been reviewed under Institute publication procedures by individuals expert in the subject areas of the papers. Copyright O 2000 AMERICAN CONCRET

6、E INSTITUTE P.O. Box 9094 Fannington Hills, Michigan 48333-9094 All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by any electronic or mechanical device, printed or written or oral, or recording for sound

7、 or visual reproduction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprietors. Cover photo: Downtown view of Seoul, Korea, centering Nam Dae Moon (the old South Gate of Seoul Castle). Photo courtesy of the Korean Concrete I

8、nstitute. Printed in the United States of America Editorial production: Jane D. Carroll Library of Congress catalog card number: 00-106609 1 i STDmACI SP-193-ENGL 2000 Obb2949 0552945 055 E PREFACE In December 1991, the American Concrete Institute sponsored an international conference on Evaluation

9、and Rehabilitation of Concrete Structures and innovations in Design. This was in keeping with the mission of the Institute, and its focus on emerging concrete technology in the Pacific Rim region, and to provide technical support for a growing number in AC1 International chapters and members. The co

10、nference was held in Hong Kong, December 2-6, 1991. More than 80 papers were in the conference proceedings published by AC1 as SP-128. As a follow-up to the very successful Hong Kong conference, the AC1 Board of Direction approved a second international conference to be held in 1994. The theme of th

11、e conference, held in Singapore, was High-Petformance Concrete. The proceedings of this conference were published as ACI SP-149. The third international conference in this series was held in 1997 in Kuala Lumpur. The theme of the conference was High-Petformance Concrete, Design and Materials, and Re

12、cent Advances in Concrete Technoloa. The proceedings of the conference were published as AC1 SP- 172. In September 2000, the American Concrete Institute sponsored the AC1 fourth internationai conference in Seoul, Korea. This conference was titled Repair, Rehabilitation, and Maintenance of Concrete S

13、tructures, and Innovations in Design and Construction. More than 100 papers from 25 countries were reviewed in accordance with AC1 review procedures. Sixy-two papers were accepted for publication as AC1 SP-193, and 20 were selected for presentation and for publication as supplementary papers. To all

14、 those authors whose submissions could not be included in the conference program the Institute and the International Conference Executive Steering Committee extend their appreciation for their interest and hard work. Special thanks are extended to members of the AC1 Review Panel who met in December

15、1999 to review the submissions. Without their prompt review and constructive comments, it would not have been possible to publish AC1 SP-193 for distribution at the conference. The cooperation of the authors in accepting reviewers suggestions and revising their manuscripts accordingly is greatly app

16、reciated. The help and assistance of William R. Tolley, AC1 Senior Managing Director, and his staff in performing the administrative duties associated with this conference, are gratefully acknowledged. Particular thanks are extended to Barbara Cheyne, SpeakerManuscript Liason Officer, for her devoti

17、on to the conference work and for performing tasks sometimes well beyond the call of duty. Editor V. M. Malhotra, Chairman AC1 2000 Fourth International Conference on Repair Rehabilitation, and Maintenance of Concrete Structures, and Innovations in Design and Construction STD-AC1 SP-293-ENGL 2000 m

18、0662947 055274b T72 W Fourth International Conference on Repair, Rehabilitation, and Maintenance of Concrete Structures, and Innovations in Design and Construction-Seoul, Korea, 2000 KCI local Preparation Committee Chairman: Sang-Shik Kim (Inha University) Secretary: Jongsung Sim (Hanyang University

19、) Organizational Committee Chairman: Sang-Shik Kim (Inha University) Secretary: Jongsung Sim (Hanyang University) Members: J. H. Kim (Sejong University); J. K. Kim (KAIST); S. H. Kang (Dongyang Cement Co.); Y. S. Yun (Korea University); K. M. Lee (SungKyunKwan University); C. D. Lee (Chungang Univer

20、sity); Y. S. Chung (Chungang University); W. K. Chung (Donga Construction Co.); and M. Y. Han (Ajou University) Scientific Committee Chuzrman: Tae-Gwon Park (Pyunghwa Engineering Co.) Secreta y: Ha-Won Song (Yonsei University) Meni bers: K. H. Kim (KIET); B. H. Oh (Seoul National University); L. Chu

21、ng (Dankuk Univcrsity); H. S. Chung (Hyundai Construction Co.); and W. C. Choi (Soongsil University) Advisory Committee Chairman: Long Choi (Ssang Yong Cement Co.) Secretary: Woo Kim (Chunnam University) Members: E. T. Kim (Dongyang Concrete Co.); J. S. Shin (Hanguk Railway Corp.); K. S. Yo0 (Korea

22、Highway Corp.); and S. H. Lee (Inchon International Airport Corp.) IV STD.ACI SP-Lq3-ENGL 2000 M Obb2949 0552947 928 111 CONTENTS CURING OF HIGH-PERFORMANCE CONCRETE FOR STRENGTH-WHAT IS SUFFICIENT? by N. J. Carino and K. W. Meeh . 1 SLURRIES FOR RESTORATION OF HISTORICAL BRICKWORK BUILDINGS IN NORT

23、HERN GERMANY by K. G. Bttger and D. Knfel . 37 LiNINGS IN HONG KONG APPLICATION OF FIBER-REINFORCED SHOTCRETE IN REPAIR OF TUNNEL by A. P.-C. Sze and C. T.-W. chan 63 by K. L. Uemoto and V. Agopyan . 79 INFLUENCE OF LATEX PAINT COMPOSITIONS ON CONCRETE AGAINST CHLORIDE PENETRATION EXPERIMENTAL STUDY

24、 ON CRACK REPAIR BY ELECTROCHEMICAL METHOD by J. S. Ryu, N. Otsuki, and H. Y. Moon . 95 ASSESSMENT OF DIFFUSION COEFFICIENT OF CHLORIDE IONS IN MORTARS USING DIFFERENT TYPES OF BINDERS by N. Otsuki, M. Hisada, H. Minagawa, and S. Miyazato . 107 by K. Asaga, M. Daimon, Z. X. Li, and Y. Funisawa 123 R

25、EPRODUCTION OF ANCIENT CEMENTITIOUS MATERIAL USED IN CHINA 5000 YEARS AGO STUDY OF ELECTROCHEMICAL REHABILITATION OF CHLORIDE CONTAMINATED REINFORCED CONCRETE by K. Ishibashi, M. Kanda, Y. Furukawa, and T. Mih ara 139 by T. Yamamoto . 15 1 REPAIR OF DETERIORATED REINFORCED CONCRETE SLABS REPAIR METH

26、ODS OF CHLORIDE-INDUCED CORROSION OF REINFORCED CONCRETE DURING 10 YEARS EXPOSURE by H. Edahiro, K. Fujii, Y. Masuda, T. Kemi, T. houe, and H. Jitousono 163 EFFECT OF GROUND GRANULATED BLAST-FURNACE SLAG ON PROPERTIES OF AUTOCLAVED AND COMBWED WETDRY CURED POLYMER-MODIFIED MORTARS by M. Joo, Y. Oham

27、a, and K. Demura 179 IDENTIFICATION OF CRACKING DAMAGES OF CONCRETE STRUCTURES USING ACOUSTIC EMISSION by B.-H. Oh, K.-S. Kim, and E.-J. Kim SPECIMENS MADE OF NATURAL SEA SAND AND SEA WATER by K.- J. Kim, J.-G. Nam, J.-A, Jeoung, and D.-H. Jeon . 195 LONG-TERM EFFECTS OF CORROSION INHIBITORS FOR MOR

28、TAR STD-AC1 SP-193-ENGL 2000 = Obb2949 0552948 8b4 EFFECT OF ALUMINUM OXIDE-ISOCYANATE COATING MATERIAL FOR PROTECTION OF STEEL REINFORCEMENT IN CONCRETE AGAINST CORROSION by H.-Y. Moon, SA. Kim, and H.-S. Kim . 229 SCALING RESISTANCE OF ORDINARY AND VERY EARLY STRENGTH CONCRETE REINFORCED WITH POLY

29、PROPYLENE FIBERS by K.-K. Yun, J.-H. Lee, C.-W. Hong, and J.-S. Park 243 TENSION STIFFENING MODEL FOR STEEL FIBER-REINFORCED CONCRETE MEMBERS by C.-W. Hong, K.-K. Yun, B.-H. Lee, and J.-H. Lee 259 INFLUENCE OF DIFFERENT CURING CONDITIONS ON STRENGTH AND by M. F. M. Zain, Md. Safiuddin, and K. M. Yus

30、of . 275 REPAIR AND REHABILITATION OF LAE CITY PORT IN PAPAU NEW GUINEA by A. K. Aggarwal and L. K. Niap . 293 FIREPROOF CONCRETE MASSES FOR LINING IN FOUNDRY by S. Pavlenko and I. Rekhtin 309 by S. U. Al-Dulaijan, M. Maslehuddin, M. M. Al-Zahrani, E. A. Al-Juraifani, S. H. Al-Idi, and M. Al-Mehthel

31、 321 SUBSTRATE ABSORPTION AND ITS INFLUENCE ON PLASTIC S“KAGE OF REPAIR MATERIAL by K. C. G. Ong, W Xu, and P. Paramasivam . 337 AN OVERVIEW by P. Paramasivam, C. T. E. Lim, and K. C. G. Ong 353 INTERACTIONS BETWEEN SURFACE COATINGS AND THEIR CONCRETE SUBSTRATE D. W. S. Ho and S. L. Mak . 371 SURFAC

32、E APPLIED CORROSION INHIBITOR T. A. Brge . 381 OF DAMS by T. C. Liu and J. E. McDonald 399 DURABILITY OF HIGH-PERFORMANCE CONCRETE PERFORMANCE EVALUATION OF CEMENT-BASED SURFACE COATINGS FERROCEMENT IN STRUCTURAL UPGRADING AND REHABILITATION- APPLICATION OF ROLLER-COMPACTED CONCRETE FOR REHABILITATI

33、ON REPAIR OF HIGH-SmNGTH CONCRETE WALLS USING LOW-PRESSURE SPRAY-UP TECHNIQUES by G. C. Hoff 417 DEVELOPMENT OF PERFORMANCE CRITERIA FOR DIMENSIONALLY by J. E. McDonald, P. H. Emmons, A. M. Vaysburd, and D. W. Scott 441 COMPATIBLE CEMENT-BASED REPAIR MATERIALS VI STD.ACI SP-193-ENGL 2000 0bb2949 055

34、2949 7TO APPLICATION OF LIGHTWEIGHT CONCRETE WITH EXPANDED POLY STYREW GRANULES FOR CONCRETE SLAB CONSTRUCTION by D. Vasovit and T. Vasovit . 459 INFLUENCE OF STEEL FIBERS ON CRACKING BEHAVIOR OF ORDINARY REINFORCED CONCRETE STRUCTURES by L. Vandewalle 467 UPGRADING REINFORCED CONCRETE COLUMNS BY JA

35、CKETING WITH by M. N. Darwish . 487 CONCRETE BEAMS by M. Imam and L. Vandewalle . 503 TENSIONING by A. R. Khaloo . ,5 19 BONDING SHEAR STRENGTH OF ADHESIVES BETWEEN PRECAST CONCRETE ELEMENTS by M. Ali, S. Kunhara, and S. Matsui 55 1 SIMPLIFIED DESIGN METHOD FOR ULTIMATE CAPACITIES OF CIRCULARLY by S

36、. Yuping and S. Kenji ,571 ENHANCEMENT OF SHEAR STRENGTH FOR REINFORCED CONCRETE BEAMS B. B. Adhikary and H. Mutsuyoshi 587 DEVELOPMENT OF OPTICAL FIBER SENSOR FOR MONITORING CONCRETE PERFORMANCE by H. Hamada, T. Yamaji, K. Hayakawa, and H. Yamashita . 605 SEISMIC RETROFITTING OF REINFORCED CONCRETE

37、 BRIDGE PIERS BY PRESTRESSING OF ARAMID FIBER ROD by H. Nakai, N. Wada, N. Suzuki, and Y. Fujiwara . 621 DETECTION OF INTERFACIAL FLAWS BETWEEN STEEL PLATES AND CONCRETE MEMBERS USING THERMOGRAPHIC TECHNIQUE by T. Kamada, T. Kawase, M. Kunieda, and K. Rokugo . 637 BASED COMPOSITES by Y. Ohama, K. De

38、mura, S. Kumagai, M. Joo, T. Katsuhata, D. Sugawara, and D. W. Fowl er . 659 DEFORMATION DEMAND OF PRECAST CONCRETE FRAME BUILDING WITH DUCTILE CONNECTION by S.-Y. Seo, N. M. Hawkins, and L.-H. Lee . 673 CARBON FIBER-REINFORCED PLASTIC (CFRP) SHEETS ROLE OF FIBERS IN CONTROLLING FAILURE MODES OF HIG

39、H-STRENGTH SHEAR REPAIR OF REINFORCED CONCRETE BEAMS USING POST- CONFINED HIGH-STRENGTH CONCRETE COLUMNS USING EXTERNALLY BONDED FIBER-REINFORCED POLYMER SHEET IMPROVEMENT IN WATER RESISTANCE OF POLYMER-MODIFIED GYPSUM- STD-AC1 SP-193-ENGL 2000 0bb2949 0552950 412 O NONLINEAR STRUT-TIE MODEL APPROAC

40、H IN STRUCTURAL CONCRETE DEEP BEAMS by Y.-M. Yun 689 REINFORCED CONCRETE MEMBERS by J.-H. Kim and J. B. Mander . 707 ANALYSIS OF SHEAR DAMAGE ACCUMULATION OF REINFORCED CONCRETE BEAMS UNDER REPETITIVE FATIGUE LOADINGS by B. H. Oh and S. H. Han . 729 DURABILITY ASSESSMENT OF COCNRETE BRIDGE SLAB REHA

41、BILITATED CYCLIC INELASTIC STRUT-TIE MODELING OF SHEAR-CRITICAL BY JOINT-ELIMINATION METHOD by J.4. Park and J.-H. Cheung . 745 MECHANICAL ANCHORAGE OF BARS WITH SCREW-TYPE COUPLER AND PERFORATED PLATES IN PRECAST CONCRETE BEAM-COLUMN JOINT by Y.-C. You, K.-D. Choi, K.-H Kim, and L.-H. Lee ANALYTICA

42、L EVALUATION OF STRUCTURAL PERFORMANCE OF REINFORCED CONCRETE BEAMS CONSIDERING DEGREE OF REINFORCING BAR CORROSION by H.-S. Lee, T. Noguchi, and F. Tomosawa 779 STRENGTH REDUCTION FACTORS FOR FLEXRAL DESIGN OF CONCRETE by S.-M. Jeong . ,791 SHEAR BEHAVIOR OF BEAMS WITHOUT TRANSVERSE REINFORCEMENT b

43、y S. H. Cho and L. H. Lee 807 CAPACITY EVALUATION OF REPAIRED STRUCTURAL WALLS HAVING SPECIAL DETAILING FOR MODERATE SEISMIC ZONE BEAMS PRESTRESSED WITH FIBER-REINFORCED PLASTIC TENDONS by S.-W. Han, Y.-M. Lee, C.-H. Oh, and L.-H. Lee by S.-G. Hong and D- J. Kim . PROPOSAL FOR DEVELOPMENT OF POSITIV

44、EMOMENT REINFORCEMENT . 835 OVERVIEW OF ANCHORAGE PROBLEMS OF REINFORCING BARS IN HIGH- PERFORMANCE SILICA FUME CONCRETE by B. S. Hamad . 847 MACRO- VERSUS MICRO-MECHANICAL BEHAVIOR OF PLAIN AND STEEL FIBER CONCRETE SUBJECTED TO INTERNAL DEFORMATIONS by P. Stroeven, D. H. Dalhuisen, and A. T. Moczko

45、 87 1 FERROCEMENT REPAIRED REINFORCED CONCRETE BEAMS SUBJECTED TO by C. T. E. Lim, K. C. G. Ong, and P. Paramasivam 887 BRIDGE SPATIAL DISPLACEMENT MONITORING WITH FIBER OPTIC DEFORMATIONS SENSORS QUASI-STATIC AND CYCLIC LOADINGS by S.Vurpillot, P. Kronenberg, and D. Inaudi . 909 VIII STD-AC1 SP-193

46、-ENGL 2000 0662949 055295% 359 STRENGTHENING OF REINFORCED CONCRETE BEAMS USING PRESTRESSED by Y. L. Huang, T. Yen, J. H. Wu, and C. L. Ong . 925 REHABILITATION OF MODERATELY DAMAGED REINFORCED CONCRETE BUILDINGS AFTER JUNE 27,1998 CEYHAN EARTHQUAKE by G. zcebe, H. Sucuoglu, M. O. Sonuvar, and T. Gr

47、 . 937 FLEXURAL STRENGTH OF CONTINUOUS REINFORCED CONCRETE BEAMS REINFORCEMENT , GLASS FIBER-REINFORCED PLASTIC WITH EXTERNALLY BONDED CARBON FIBER-REINFORCED POLYMER by S. A. El-Refaie, A. F. Ashour, and S. W. Gamty 959 FORMULATION OF OPTIMAL STRUT-AND-TIE MODELS IN DESIGN OF REINFORCED CONCRETE ST

48、RUCTURES by M. A. Ali and R. N. White . 979 REINFORCED POLYMER AND RESULTS FROM NONDESTRUCTIVE EVALUATION by J. G. Parzych and P. Mtenga 999 USE OF STAINLESS STEELS 3 16LN AND DUPLEX 2205 IN BRIDGE DECK CONSTRUCTION IN NORTH AMERICA by B. N. Neuha rt . 1027 INFLUENCE OF CORROSION ON BOND BEHAVIOR OF

49、 REINFORCEMENT BARS by Y. Auyeung, P. Balaguru, and L. Chung . .lo5 1 FRP COMPOSITE WRAPPED SPECIMENS by H. A. Toutanji 1075 STRENGTHENING OF CONCRETE STRUCTURES WITH CARBON FIBER- TENSILE STRENGTH AND DURABILITY PERFORMANCE OF CEMENT-BASED IX SP 193-1 Curing of High-Performance Concrete for Strength-What is Sufficient? by N. J. Carino and K. W. Meeks Synopsis: This paper reports the results of an exploratory study on the effects of curing duration on the variation of mortar strength with distance from the drying surface. A novel, notched cylindrical test specimen was adopted fo