Sổ Tay Toàn Diện Nhất Về Thiết Kế Và Thi Công Cừ Thép. Tóm tắt nội dung như sau: Chương 1: Thông tin tổng hợp về cọc ván thép Chương 2: Chống thấm và phụ gia trong thi công Chương 3: Tính toán chống ăn mòn và tuổi thọ cừ Chương 4: Áp lực đất & nước trong thi công cừ thép Chương 5: Tính toán thiết kế kết cấu cọc ván thép Chương 6: Các loại tường chắn bằng cọc ván thép Chương 7: Các loại giếng kín / đê quay Chương 8: Các biểu đồ tường cừ thép Chương 9: Thi công đê quay / tường chắn trong lực (circular cell) Chương 10: Các loại cừ và phụ kiện chịu lực Chương 11: Các vấn đề về thi công Chương 12: Giảm chấn và chống ồn trong thi công Chương 13: Các thông tin hữu dụng khác
[...]... rolled profiles may be downloaded from the following website www.arcelormittal.com/sheetpiling Please note that: - generally bent corners will be supplied as single piles - corner sections (C9, C14, Delta13, Omerga18) are not compatible with GU sections Contact our technical department for alternative solutions Chapter 1/7 Piling Handbook, 8th edition (revised 2008) Product information 1.12 Stacking... 1/6 Piling Handbook, 8th edition (revised 2008) Product information Fig 1.11a - C 14 Mass ~ 14.4 kg/m C9 Mass ~ 9.3 kg/m DELTA 13 Mass ~ 13.1 kg/m - OMEGA 18 Mass ~ 18.0 kg/m Fig 1.11b 2071 2051 2158 2151 2061 Technical assistance is available on request to ascertain what is required for a particular project Drawings of the various rolled profiles may be downloaded from the following website www.arcelormittal.com/sheetpiling... Crimping Chapter 1/15 Piling Handbook, 8th edition (revised 2008) Product information 1.13.4 Pile form Piles can be supplied as illustrated Fig 1.13.4 Single pile Pos A Pos B Double pile Form I standard Double pile Form II on request If no particular preference is specified at the time of order, double piles will be supplied as Form 1 1.13.5 Circular construction Steel sheet piling can be driven to... 1.14.4 Pile form Piles can be supplied as illustrated Fig 1.14.4 Form S standard Single pile Form Z on request Double pile Triple pile Chapter 1/25 Piling Handbook, 8th edition (revised 2008) Product information 1.14.5 Circular construction Steel sheet piling can be driven to form a complete circle without the need for corner piles The maximum angle of deviation for AU, PU, PU-R and GU sections is... that pile bundles are stacked not more than 4 high to prevent excessive loads on the bottom tier Bundles should ideally be staggered in plan - as illustrated above – to provide stability Chapter 1/8 Piling Handbook, 8th edition (revised 2008) Product information 1.13 Z profile piles 1.13.1 Dimensions and properties t s h b b Table 1.13.1a Height b mm AZ 12 AZ 13 AZ 13 10/10 AZ 14 AZ 17 AZ 18 AZ 18 10/10... cross-section A set of tables with all the data required for design in accordance with EN 1993-5 is available from our Technical Department 3 3 3 3 3 3 3 3 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 2 2 2 2 2 Chapter 1/9 Piling Handbook, 8th edition (revised 2008) Product information Z profile piles - Dimensions and properties Table 1.13.1b Section S = Single pile Sectional D = Double pile area cm2 Mass kg/m Moment Elastic... ~360 1340 AZ 14 10.5 y 45.4° 10.5 ~360 1340 AZ 17 8.5 8.5 y ~348 55.4° 1260 AZ 18 9.5 9.5 y ~348 55.4° 1260 AZ 19 10.5 10.5 y 55.4° ~348 1260 * One side, excluding inside of interlocks Chapter 1/10 Piling Handbook, 8th edition (revised 2008) Product information Z profile piles - Dimensions and properties Table 1.13.1c b Section S = Single pile D = Double pile Sectional area Mass Moment Elastic of inertia... 58.5° 428 13.2 y y 1260 18.0 AZ 46 481 ~387 71.5° y 482 y y 483 14.0 y 1160 19.0 AZ 48 15.0 y ~387 71.5° 1160 20.0 AZ 50 16.0 y 71.5° ~387 1160 * One side, excluding inside of interlocks Chapter 1/11 Piling Handbook, 8th edition (revised 2008) Product information Z profile piles - Dimensions and properties Table 1.13.1d Section S = Single pile D = Double pile Sectional area Mass Moment of inertia Elastic... 344.5 y y 345 8.5 8.5 y 1540 AZ 13-770 9.0 9.0 y 39.5° ~346 1540 AZ 14-770 9.5 y 39.5° 9.5 ~346 1540 AZ 14-770-10/10 10.0 y 39.5° 10.0 ~346 1540 * One side, excluding inside of interlocks Chapter 1/12 Piling Handbook, 8th edition (revised 2008) Product information Z profile piles - Dimensions and properties Table 1.13.1e Section S = Single pile D = Double pile Mass Moment of inertia cm2 AZ 17 - 700 Sectional... 1945 16.40 16.40 16.40 0.93 1.86 1.33 9.0 9.0 y ~346 51.2° 1400 AZ 19 - 700 9.5 9.5 y ~346 51.2° 1400 AZ 20 - 700 10.0 10.0 y 51.2° ~346 1400 * One side, excluding inside of interlocks Chapter 1/13 Piling Handbook, 8th edition (revised 2008) Product information Z profile piles - Dimensions and properties Table 1.13.1f Section S = Single pile D = Double pile Mass Moment of inertia cm2 AZ 24-700 Sectional . class="bi x0 y0 w0 h1" alt="" Foreword Piling Handbook, 8th edition (revised 2008) Foreword Welcome to the 2008 revision of the Eighth Edition of the Piling Handbook. ArcelorMittal is the world’s number. 10249 Part 2 50 Piling Handbook, 8th edition (revised 2008) Product information Piling Handbook, 8th edition (revised 2008) Product information Chapter 1/1 1.1 Introduction Steel sheet piling is used. most comprehensive ranges of steel sheet piling, ArcelorMittal recognises the high importance of technical support for its foundation products. The Piling Handbook is intended to assist design engineers