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Αθανάσιος Χ. Τριανταφύλλου - Δομικά Υλικά

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  • .

    &

    [ www.sml.civil.upatras.gr ]

    20057

  • ISBN 960-92177-1-0

    . .

    (, , , , ...) , -, , .

  • ,

  • , , - , ' . - , , , - " ". , , , , , , . - (, , , , , ) "" "". , .

    . . , 2005

  • 1. ........................................................................................................................151.1. ........................................................................................................................151.2. .............................................................................................161.3. .............................................................................................................16

    2. ...........................................................................................................172.1. ..................................................................................................................172.2. ........................................................................................................17

    2.2.1. ..............................................................................................172.2.2. .....................................................................................172.2.3. .........................................................................................182.2.4. van der Waals ............................................................18

    2.3. , ............................................................192.4. .......................................................................21

    2.4.1. ..........................................................................................212.4.2. .................................................................................................22

    2.5. ..............................................................................................232.5.1. ..........................................................................................232.5.2. ..........................................................................................232.5.3. ................................................................25

    2.6. .............................................................................................................25

    3. .................................................................................263.1. ........................................................................................................................263.2. ......................................................................................................26

    3.2.1. .................................................................................263.2.2. , , .................................263.2.3. .......................................................................273.2.4. .....................................................................................27

    3.3. ..................................................................................................283.3.1. .........................................................................................30

    3.4. , ..........................................................................303.4.1.1. , .....................................313.4.1.2. .............................................................................................................313.4.1.3. ......................................................313.4.1.4. ........................................323.4.1.5. .............................................................................................323.4.1.6. .............................................................................333.4.1.7. ...........................................333.4.1.8. ................................................................343.4.1.9. , ...........................353.4.1.10. ........................................................................................35

    3.5. .............................................................................................................36

    4. ..................................................................................................................384.1. , .................................................................384.2. ............................................................................................................394.3. .............................................................................................................41

    5. ....................................................................................................42

  • 5.1. , ............................................................................................................425.2. ...........................................................................................................42

    5.2.1. , ...............................................................................................425.2.2. ........................................................................................................435.2.3. , m ...............................................445.2.4. ..........................................................................................445.2.5. ..............................................................................................................44

    5.3. ....................................................................................................455.3.1. ......................................................................................455.3.2. ................................................................................................455.3.3. .........................................................................................465.3.4. .............................................................................................465.3.5. ............................................................................................46

    5.4. .................................................................................................................465.4.1. , , .........................................................................465.4.2. ...........................................................................48

    5.5. .............................................................................................................49

    6. ......................................................................................................................506.1. ..................................................................................................................506.2. ...........................................................................................50

    6.2.1. ............................................................................................................516.2.2. ..............................................................................................51

    6.2.2.1. ................................526.2.2.2. ...................................536.2.2.3. ...................................546.2.2.4. - ........55

    6.2.3. .............................................................576.2.3.1. ...........................................................576.2.3.2. ........................................................586.2.3.3. .58

    6.3. .......................................................................................................................596.3.1. - ................596.3.2. .....................................59

    6.3.2.1. ..............................................606.3.2.2. .......................................................................636.3.2.3. .........................................65

    6.3.3. ...........................................................................666.3.3.1. ...............................................666.3.3.2. .......................................696.3.3.3. .........................716.3.3.4. ............................................71

    6.3.4. ...........................................................736.4. .......................................................................................................74

    6.4.1. ...................................................................................................756.4.1.1. ...................75

    6.4.2. .......................................................................776.4.2.1. -..................................................................................................................796.4.2.2. .........................................82

    6.4.3. ...................................846.5. ........................................................................................85

    6.5.1. ...........................................................................................85

  • 6.5.2. .................................866.5.2.1. ...............886.5.2.2. .................................................................................886.5.2.3. ..........................................................................91

    6.5.3. .........................................................................................926.5.3.1. .............................936.5.3.2. ........................................................936.5.3.3. ........................946.5.3.4. ..........................................................98

    6.5.4. .......................................................................................996.6. ..................................................................................................................100

    6.6.1. Portland....................................................................................1006.6.1.1. ......................................................................................1006.6.1.2. ...............................................................................1016.6.1.3. ........................................................................................102

    6.6.2. Portland.............................................................1036.6.2.1. ...............................................................1036.6.2.2. ..................................................................104

    6.6.3. , .................................................1056.6.4. Portland.............................................................................1066.6.5. ...............................................................................109

    6.6.5.1. .....................................................................1096.6.5.2. .......................................1096.6.5.3. ............................................................1106.6.5.4. ............................................................................110

    6.7. ....................................................................................................................1106.7.1. .....................................1116.7.2. .................................................................................111

    6.7.2.1. ...............................................................................1116.7.2.2. ..................................................................................1126.7.2.3. ..........................................................1126.7.2.4. ..............................................................1126.7.2.5. ...............................................................113

    6.7.3. ......................................................................1136.7.3.1. ............................................1136.7.3.2. ............................................1146.7.3.3. .....................................................................................1146.7.3.4. .........................................................................1156.7.3.5. , ................................................................1166.7.3.6. , ..................................116

    6.7.4. , .............................1226.8. ........................................................................................123

    6.8.1. ....................................................1236.8.1.1. .........................................................................................1246.8.1.2. ................................................................................1246.8.1.3. .......................................................................125

    6.8.2. .........................................................1256.8.2.1. ..................................................................1266.8.2.2. ................................................................127

    6.8.3. .........................................................................................1276.8.3.1. ...................................................................................1286.8.3.2. .................................................................................128

  • 6.8.3.3. .............................................1296.8.4. .........................................................................1306.8.5. ..............................................................................................130

    6.9. ..............................................................................1316.9.1. ..................................................................................1316.9.2. ................................................................................................132

    6.9.2.1. ...........................................................1326.9.2.2. ...........................136

    6.9.3. , , ...........................................................1366.9.4. .............................................................................1406.9.5. , ...............................................................1416.9.6. , .......................................................................................1426.9.7. ............................................................................1436.9.8. ...............................................................................................1446.9.9. ..................................................................................145

    6.9.9.1. ........................................1466.9.9.2. .........................................147

    6.9.10. .................................................................................................1476.9.11. ..........................................................................................149

    6.10. , , .................................1496.10.1. .................................................................................................1496.10.2. ..................................................................................................1516.10.3. .............................................................................................1546.10.4. (1997)..............................................................................................154

    6.10.4.1. ................................................................1546.10.4.2. .....................................................................1596.10.4.3. ...................................1606.10.4.4. .......................................................162

    6.10.5. 206-1........................1626.10.5.1. .................1626.10.5.2. .........164

    6.11. ..........................................................................1646.11.1. ..........................................................................................................1646.11.2. ....................................................................165

    6.11.2.1. ..........1706.12. - ( )..................................171

    6.12.1. Schmidt......................................................1716.12.2. .....................................................................1736.12.3. .........................................................................................1746.12.4. ......................................................................................1756.12.5. , ......................................................176

    6.13. ........................................................................1776.13.1. ..................................................................................177

    6.13.1.1. .....................................................1776.13.1.2. ...................................................................1816.13.1.3. .....................................................182

    6.13.2. ......................................................................1836.13.2.1. , ...........................................................1846.13.2.2. .........................................................................................184

    6.13.3. ...........................................................1856.13.4. .............................................................................186

  • 6.13.4.1. , ...........................................................1876.13.4.2. .........................................................................................1906.13.4.3. .....................................................................................191

    6.13.5. ............................................................................1916.13.5.1. .................................................................1926.13.5.2. ..............................................1926.13.5.3. .........................................193

    6.13.6. .............................................................................1946.13.7. ....................................................................................1946.13.8. ........................................................195

    6.14. .........................................................................................................196

    7. .........................................................................................2037.1. ................................................................................................................2037.2. ...............................................203

    7.2.1.1. ...........................................................2047.3. ...................................................................................................................207

    7.3.1. .................................................................................2087.3.2. - , ............................................................209

    7.4. ..................................................................................................................2097.4.1. .......................................................................................210

    7.4.1.1. Bessemer Thomas......................................................2107.4.1.2. ..............................................................2117.4.1.3. .................................................................2117.4.1.4. ...........................................................................212

    7.4.2. .....................................................................2127.4.3. ...................................................................................................213

    7.4.3.1. ......................................................................2137.4.3.2. ........................................................................216

    7.4.4. ..........................................................................................2177.4.4.1. .......................................................................................2177.4.4.2. ..............2187.4.4.3. ........................................2217.4.4.4. .............................................................2227.4.4.5. .....................................................................225

    7.4.5. ..............................................................2267.4.5.1. ......................................2267.4.5.2. , ............................................2287.4.5.3. .........................................................2317.4.5.4. ....................................................................2347.4.5.5. ............................................2377.4.5.6. , .......237

    7.4.6. ...................................................................................2387.4.6.1. ..........................................................2387.4.6.2. .........................................................239

    7.5. .........................................................................................................2417.5.1. ......................................................................................................2417.5.2. .....................................................................................................2437.5.3. ..........................................................................................................2447.5.4. ................................................................................................2447.5.5. ...................................................................................................2447.5.6. , , , ..................................................................244

    7.6. ..............................................................245

  • 7.6.1. ..........................................................................2457.6.1.1. ............................................................................2457.6.1.2. ................................................................2457.6.1.3. .......................................................................2467.6.1.4. .......................................................................2467.6.1.5. ....................................................246

    7.6.2. ...........................................................................2467.6.2.1. .................................................................2467.6.2.2. .................................................................................2487.6.2.3. .......................................................................................2487.6.2.4. ..........................................................................................2497.6.2.5. .......................................................................249

    7.7. ...........................................................................................................249

    8. ...............................................................................................................................2528.1. ......................................................................................................................2528.2. , , ...................................................................252

    8.2.1. , .....................................................2528.2.2. ...................................................................................................253

    8.2.2.1. ..........................................................................................2538.2.2.2. ..........................................................................................2548.2.2.3. ...............................................................................................259

    8.2.3. ..................................................................................................2598.3. , .............................................................................260

    8.3.1. .........................................................................................2608.3.1.1. .......................................................................2608.3.1.2. ........................................................................2618.3.1.3. ...........................................................................................262

    8.3.2. .................................................................................2638.4. ....................................................................................................264

    8.4.1. ..........................................................................................2648.4.2. ......................................................................................267

    8.4.2.1. ...............................................2678.4.2.2. , ............................................................................2718.4.2.3. ........................................................................................2728.4.2.4. ..........................................................2738.4.2.5. , , ......................................274

    8.4.3. 5........2758.5. , ........................276

    8.5.1. .........................................................................................................2778.5.2. .....................................................................................................2798.5.3. , ....................................................2808.5.4. .................................................................................281

    8.5.4.1. ...........................................................................................2818.5.4.2. .............................................................................................2818.5.4.3. ...............................................................282

    8.6. .......................................................................2828.6.1.1. ..............................................................................................2828.6.1.2. ..........................................................................2838.6.1.3. .....................................................................................2848.6.1.4. ..............................................................................2848.6.1.5. ...............................................................284

    8.7. ....................................................................285

  • 8.8. ...........................................................................................................288

    9. .......................................................................................................................2909.1. ................................................................................................................2909.2. ...........................................................................................2909.3. ..........................................................................................291

    9.3.1. ..................................2919.3.2. ........................................................................292

    9.3.2.1. ..............................................................................2929.3.2.2. - ...............293

    9.3.3. .......................................................................2949.3.3.1. , , , ............................................2949.3.3.2. , ...................................................295

    9.4. ............................................................................................................2959.4.1. , , ..............................................................................2959.4.2. ........................................................................................2989.4.3. ........................................................................................299

    9.5. ..............................................................................................2999.5.1. ................................................................................2999.5.2. ............................................................................301

    9.6. , .............................................................................3019.7. ...........................................................................................................303

    10. ..................................................................................................................30410.1. ....................................................................................................................30410.2. ......................................................................................................304

    10.2.1. ...................................30410.2.2. ....................................305

    10.2.2.1. .....................................................30510.2.2.2. ..........................................30610.2.2.3. ................................................................................306

    10.2.3. 6.................30710.2.3.1. ............................................................................................30710.2.3.2. (1-3 mm) ......................................................................................30910.2.3.3. -..............................................................................................................309

    10.2.4. ........................................31010.3. ...........................................................312

    10.3.1. , .......................................31210.3.2. .......................................314

    10.3.2.1. ...........................................31410.3.2.2. , , - .........................................................................................31410.3.2.3. , , ..................31510.3.2.4. , .....31510.3.2.5. .....................................................................................315

    10.3.3. ...................................................................31510.3.4. ........................................................................................316

    10.4. ....................................................................................31610.5. ...............................................................................31910.6. ...........................................................................................321

  • 10.7. ................................................................................32210.7.1. ..........................................................................32210.7.2. ............................................................................................32210.7.3. .....................................................................................323

    10.8. .........................................................................................................323

    11. ....................................................................................................................32611.1. .............................................................................................................32611.2. ......................................................32611.3. ............................................................................32711.4. .......................................................................32811.5. ..............................................................................33211.6. .........................................................................33311.7. .........................................................................................334

    11.7.1. ..............................................................................................................33511.7.1.1. ...................................................................................33511.7.1.2. .................................................................................33511.7.1.3. ...............................................................................335

    11.7.2. ......................................33611.7.2.1. .......................................................33611.7.2.2. .......................................................337

    11.7.3. .........................................33911.7.4. .......................339

    11.7.4.1. ................................................................33911.7.4.2. .........................................................34011.7.4.3. ......................................................................................................................340

    11.7.5. ..................................................................................................34111.8. ............................................................................................342

    11.8.1. ..............................................................................34311.8.2. ................................................................................345

    11.9. .........................................................................................................351

  • 1.

    1.1.

    - . , ' - (.. , , ...) (.. -, , , ...). . 1.1, , , (.. -, ), (.. , , ) (.. -, , ), - , (Ashby and Jones 1980).

    . 1.1: .

    , . , ' - , , , ,

    , , , ...

    - ' - ( 1992): () , - , , , , , , () , , - (.. ), () , -, , , ...

    - (

  • , .. Moavenzadeh 1990), - . , "" - () ( , - ), - , . , - (.. , , ), , ( ), , "", (.. ) ...

    1.2. -

    , - , " ". ( ) () . , - : , , , , , , . - , ' .

    1.3. Ashby, . F and Jones, D. R. . (1980). Engineering Materials 1: An Introduction to their Properties and Applications, Pergamon Press, Oxford., A. A. (1992). , . 1, , , .Moavenzadeh, F., editor (1990). Concise Encyclopedia of Building and Construction Materials, The MIT Press, Cambridge, MA - Pergamon Press, Oxford.

  • 2.

    2.1.

    , - ( ), ( ) .

    2.2. (-

    ) ( ) . , , van der Waals (.. Illston et al. 1981).

    2.2.1.

    . - () . . 2.1.

    . 2.1: .

    2.2.2.

    . 2.2: .

  • , (.. , , , ), . , . . 2.11.

    - , .

    2.2.3. , , ,

    . , ( ) (. 2.3).

    . 2.3: .

    ( ) . , - ( ).

    2.2.4. van der Waals van der Waals

    , (. 2.5).

    . , - , van der Waals, (10-20 ) . - (. 2.5). , - . -, .

  • . 2.4: , () ,() .

    . 2.5: van der Waals.

    2.3. ,

    . "" , ... , -, . , - , -, ( - ) . . 2.6.

    F r (.2.6.), S ou :

    S=dFdr

    =d2Udr 2

    r r0, S

  • S0=d 2Udr 2 rr0 , .

    Hooke, .

    . 2.7: .

    (), .2.7. , - r0. ,

    . 2.6: () , () , () .

  • (r-r0) S=N S0 rr0

    , . (r-r0) r0 ,

    S=S0r0

    =

    ( ), Hooke.

    2.4. -

    (.. 1980). ( .. ), (, ) , . - . (.. - , , , ), - . - ( ), - .

    2.4.1.

    , . Bravais 1848 14 , . 2.8.

    , , , , -. 14 7 - (. 2.8): , , , , , . 14 , , - .

    , . - (.. , ) , .

  • . 2.8: : = , F = , = -, C = , R = (Moffatt et

    al. 1964).

    2.4.2. ,

    , . - , , .2.9 (Ashby and Jones 1980).

    . 2.9: : (.) , (.) (.. ), -

    .

    (.. ) , (. 2.10) .

  • . 2.10: .

    2.5. ,

    . , 103 (.. McClintock and Argon 1966). - , -, , .

    2.5.1.

    . , ( ) (. 2.11).

    . 2.11: .

    , , .

    2.5.2. , ,

    ,

  • . , , , ( , - "" ).

    . 2.12: - .

    , . 2.12., (. 2.12.). F . . g, 1 2 (. 2.12).

    - , -. . 2.13. , (.. , ...), .

  • 2.5.3.

    ( ) . ( -, , - ) , , . . , , , ... - - , .

    2.6. Ashby, . F and Jones, D. R. . (1980). Engineering Materials 1: An Introduction to their Properties and Applications, Pergamon Press, Oxford.Illston, J. M., Dinwoodie, J. M. and Smith, A. A. (1981). Concrete, Timber and Metals, Van Nostrand Reinhold, London., . . , . . (1980). -, .McClintock, F. . and Argon, . S., editors (1966). Mechanical Behavior of Materials, Addison-Wesley, Reading, Massachusetts, USA.Moffatt, W. G., Pearsall, G. W. and Wulff, J. (1964). The Structure and Properties of Materials, John Wiley and Sons.

    . 2.13: () , () , () , () () -

    .

  • 26

    3.

    3.1. . , -

    , , . - .

    3.2. : , , ,

    , , - (.. Wendehorst 1975, Taylor 1983, 1984, 1992).

    3.2.1. m -

    V . -

    , =m

    VV ,

    V = . a=V V

    .

    . 3.1.

    . 3.1: .

    3.2.2. , , (.. )

    , , - . ( ) , ( ). - % ( , .. 24 ) . -

  • 27

    Y=100mmm

    , m = m =

    ( 100 C).

    -. -, , , . . , . - k, Darcy:

    3.1dqdt=k hA

    L

    dq/dt = , = , h = , = L = . , .. ASTM 96.

    , , - . .

    3.2.3.

    ( C) t=a t T , t = , t = = -. , ( ) .

    3.2.4.

    (: W/mK SI, kcal/mhC = 1.16W/mK). - Q ( ) 1m2 1m, - 1 C (. 3.2).

    Q d t, ,

    Q= d

    A t

  • 28

    . 3.2: .

    , - , ( - ) . - .

    = 1/ - . ( ) d R = d = d/. n - (.. , "") - (i = 1, 2, ... , ) di, ,

    R=i=1

    n d i i

    , 1/1, , 1/2, (.. ) . ,

    R= 11

    i=1

    n d ii 12

    - " ", -514. " " ( , ), ASTM C518. "-", -1367.1-2, -1368 - 1382. - 822-825.

    3.3. -

  • 29

    . , - . "" - . () (), . 3.3. , .

    . 3.3: () () .

    . 3.4: () () .

    , . () () . 3.4.

    . -

  • 30

    - , - (.. Cottrell 1964, Timoshenko and Goodier 1970, lllston et al. 1979, 1980, John 1983, Gere and Timoshenko 1990, 1994, 2005).

    3.3.1. -

    , ( -). ( ) Hooke

    =

    ( Young) .

    =G

    G = . ( ) ( ) G . , Poisson ( ) , - ( ). , -

    G= E21v

    .

    3.4. ,

    . 3.5: , () , () , () , () () .

    . , , . . 3.5. .

  • 31

    ( ) ( -) , .

    3.4.1.1. , , , -

    () - - (. 3.6).

    . 3.6: - () (, ) ()

    .

    3.4.1.2.

    () ( ' ), -. . 3.7.

    . 3.7: .

    3.4.1.3. , -

    ( ) ( ) , (. 3.8).

    ( , , , , ), , -, , . -

  • 32

    F 1, 2,3=0

    .

    . 3.8: () () .

    3.4.1.4.

    , . - (.. - ). - - .

    , , . - . 3.9.

    . 3.9: () () .

    3.4.1.5.

    (- ) - . , (.. ) .

  • 33

    . 3.10. N1 ( ) (min, max), max ( -) min.

    . 3.10: ( -).

    3.4.1.6. (..

    ) . Charpy. - . , , - . - , . - , , .

    3.4.1.7. -

    (.. , ) - . (.. , ) (.. , , ).

    - ( ) . - (.. , ), - ( , ) ( , ).

  • 34

    3.4.1.8. -

    , - (.. , , , , , - ). - .

    , . - ( 25-40) ( - .. 5% ) 25% . ( ).

    (.. , , , , ...). - , . Mohs. 10 , ( 3.1).

    Mohs , , . , , (.. ) - (.. ), , - Los Angeles. . ( -) % , .

    1 2 3 4 5 6 7 8 9 10

    3.1: Mohs.

    , , - .

  • 35

    Brinell ( ), Rockwell ( ) Vickers ( - ).

    3.4.1.9. ,

    , - - (.3.11). ( ' ) , - .

    . 3.11: .

    , , . - , - , = u/y, . 3.12.

    . 3.12: .

    , - , .. .

    3.4.1.10. ,

    - -

  • 36

    -, .. . . - ,

    = D2 U

    D -- U . - . 3.13.

    10-2 - 310-2 , 210-4 - 210-3 0.5-1.5 (.. , ). -, , ..., - .

    . 3.13: .

    3.5. Cottrell, . . (1964). Mechanical Properties of Matter, Wiley.European Standard EN 822 (1994). Thermal Insulating Products for Building Applications - Determination of Length and Width, European Committee for Standardization.European Standard EN 823 (1994). Thermal Insulating Products for Buit'ding Applications - Determination of Thickness, European Committee for Standardization.European Standard EN 824 (1994). Thermal Insulating Products for Building Applications - Determination of Squareness, European Committee for Standardization.European Standard EN 825 (1994). Thermal Insulating Products for Building Applications - Determination of Flatness, European Committee for Standardization.Gere, J. M. and Timoshenko, S. P. (1990). Mechanics of Materials, 3rd edition, PWS- Kent Publishing Company, Boston.Illston, J. M., Dinwoodie, J. M. and Smith, A. A. (1979). Concrete, Timber and Metals, Van Nostrand Reinhold, London.John, V. B. (1983). Introduction to Engineering Materials, 2nd edition, MacMillan

  • 37

    Education, London., . (1980). I, II, -., . . (1992). , . 1, , -, ., . (1994). , , , . -514. - - - . -1367.1. - - 1: . -1367.2. - - 2: - . -1368. - . -1382. - - ., . . (1984). , . ', . . , .Taylor, G. D. (1983). Materials of Construction, 2nd edition, Construction Press, London.Timoshenko, S. P. and Goodier, J. N. (1970). Theory of Elasticity, 3rd edition, McGraw Hill, New York., . . (2005). , I, II, - .Wendehorst, R. (1975). Baustoffkunde, Verlag, Hannover.

  • 38

    4.

    4.1. , , -

    , . . - . - . (BPR 1950). ( - ) ( ), ( ) ( ).

    , , - , 95% . - , - (.. , , , ), , (.. , , -), , - - (.. , , , ). Si02 (SiO2 > 65%), (SiO2 - 55-66%) (SiO2 < 55%). SiO2 , , -, .

    , 5% . : () , ( , .. , ) () ( , .. , , ) () , (- ). ( , , , ...) , - (.. , , , , - ) (.. , , , , ).

  • 39

    , , ... (.. , ) (.. , ).

    - 4.1 (BPR 1950, Wendehorst 1975, 1984).

    4.2.

    (kg/m3)

    -

    (% ..)

    (MPa)

    2650 0.3 150 2740 0.4 180 , 2900 0.3 230 2700 0.5 250 3000 0.2 320 2250 7.0 100 2850 0.2 210

    2650 0.9 100 2700 1.1 140 . 2750 0.5 150 2700 1.2 70 2600 2.0 100 2750 0.3 220 2850 0.4 200 . 2750 0.5 280 2700 0.3 210 2650 0.2 120 2650 0.6 200

    4.1: .

    ( ) . , , , , ( 1992). - ( , , ). - (.. , ). - ( -) . -. 15-50 cm, - , . (.. , ) - . ,

  • 40

    .., (.. , ...). (.. - ) (.. ) (, , ).

    , - , , ( ) (.. , ). - 4.2 ( 1995).

    (kg/m3)

    -

    (% ..)

    (MPa)

    -

    (MPa)

    (mm) 2710 0.06 109 26 4.33 2880 0.68 99 19 5.66Ajax 2825 0.62 98 22 5.88 2720 0.02 99 21 6.94 2710 0.08 93 29 4.44 2740 0.12 112 32 4.79 2710 0.13 108 25 4.81 2710 0.07 95 15 7.97 2710 0.12 86 16 5.58 2730 0.05 73 13 6.96 . 2650 0.06 97 18 5.84 2720 0.22 86 19 5.76 2720 0.06 98 28 6.45 2770 0.14 91 18 6.14Cipollino verde antico 2755 0.12 125 24 5.72 imperiale 2670 0.48 128 34 3.21 2800 0.41 113 24 2.50 2715 0.10 95 17 2.94 2685 0.29 154 38 3.00 2755 0.11 92 18 6.12 2710 0.12 96 14 4.25 2710 0.26 98 14 3.22 2720 0.14 83 14 5.12 2685 0.28 111 14 3.93Rosso antico 2710 0.13 128 32 7.47 - 2710 0.14 97 16 3.83 2700 0.30 92 14 4.35 2630 0.06 121 32 7.12 2800 0.06 94 19 3.76 2720 0.08 105 23 3.78 2700 0.09 73 18 6.68

    4.2: .

    "" . ( , , 9 10). - 771-6.

    . (, ), , - , 75% ( 25% ). - 6.

  • 41

    4.3. BPR (U.S.A. Bureau of Public Roads Manual) (1950), The Identification of Rock Types. , . . (1995). , .European Standard prEN 771-1 (1992). Specification for Masonry Units - Part 6: Natural Stone Masonry Units, European Committee for Standardization., A. A. (1992). , . 1, , -, ., . . (1984). , . ', . . , .Wendehorst, R. (1975). Baustoffkunde, Verlag, Hannover.

  • 42

    5.

    5.1. , -

    ( ) . - (.. , ). ( , ) . - , - . () .

    , - : () (, , , , -m , , ), , () ( , , , ), . (Si2), (2O3) (Fe23). - -, , .

    , , - (.. , ) , (.. , -, ).

    5.2.

    5.2.1. , , -

    , - 2m. - , - , ( 2SiO2AI2O32H2O

  • 43

    S2AH2), , . , -

    . - . . .

    5.2.2. ( )

    , CaO ( ), - (CaCO3 CaO + C02) 900 C , - 880 Wh/kg CaO. To CaCO3 -, , .. MgO, SiO2, 2O3, Fe2O3. . CO2 - , 55% ( 1984).

    - (320 Wh/kg CaO) : CaO + 2O Ca(OH)2. - . - . - - . 800-900 C, 900-1050 C >1050 C 45-55%, 35-45%

  • 44

    2 m. . Ca(OH)2 : Ca(OH)2 + CO2 CaCO3 + H2O (- H2O). CO2 (- 0.03% ..) , ( ). Ca(OH)2 ( ) - . , ( 1984).

    -, . ' - ( ), - (, ) (, - ), (, ) (, ). - , - (CaO ) (CaO, -, , .. ).

    5.2.3. , m m .

    MgO - . - , m - .

    5.2.4. Sorel, (-

    ) 700-800 C, : MgCO3 MgO + CO2. To MgO - MgCI2, - . MgCI2 , - MgCI2 .

    - (.. , , ) . Sorel , - . "".

    5.2.5. , -

    ( , 327 - 287 .., " "). - ( ), - (CaSO42H2O) (CaCO3, MgCO3, SiO2, 2O3, Fe2O3

  • 45

    ...). - 70 . ( 1993), - . , , .

    125-180 C - (CaSO4H2O). 2600-2700 kg/m3 . 60-80% ( - CaSO42H2O) (10-30 ), 1% . , 5-15 MPa 2-7 MPa, . , , , , - , , , ... .. (1993).

    (CaSO4), ( ) 1000 C. 2800-2900 kg/m3 ( ) . 40-50% .. - . ( 1985).

    5.3.

    5.3.1. -

    1000-1200 C. ( ) . , , ( SiO2 ). - .

    5.3.2. ,

    , 40% , . , .. - , 15-30 min - 60 min . , .

  • 46

    5.3.3. Pozzuoli ,

    - ( ). (SiO2) , , .. . -, (.. , , ). , - , ( ) - ( ).

    , (.. , ) (.. ), , CaO - , ( ) . -, ' .

    5.3.4.

    (Portland). - 20-25% .. . . - , - ' - .

    5.3.5. .

    , ' - .

    5.4.

    5.4.1. , , (-

    4 mm) . , - (.. , ) (.. ). , , ( ), ( - "" ) ( - ).

  • 47

    - , (.. ) . - , , (Taylor 1983). , () , , , ( , ) 5-6% .. ( 1992). ( < 0.25 mm) 10-25% .. 1/3 (Wendehorst 1975).

    (.. 1991): () (, , ) () - ( 1:1.5-2.5 , 1:2.5-3 1:3-4 , 0.5-1 MPa) () () ( - ) () ( , : 0.62 m3 , 0.38 m3 , 0.20 m3 75 kg , 1 m3 - ) () ( ).

    - , 6 (Eurocode No. 6 1994) ( 1900-2100 kg/m3), ( 1-3 mm) - ( , , , - 1500 kg/m3). , , (mortar = ) ( 5%), , .. 1:1:5 ::. : 1, 2.5, 5, 7.5, 10, 12.5, 15, 20 30. , () M1, 2.5 5, . 998-2. 5.1 - - .

    , : () , , , ( ), . () , , , -, , () - ( ) , , - ( -

  • 48

    ), - .

    - (MPa)

    2.5 2.5 1 3 95 5 1 2 610 10 1 0.5 520 20 1 -- 3

    5.1: ' .

    ( 1 2 , "" "") ( 3 , "-"). . - , , -, . - - . 1 m3 250 kg , 100 kg . 5.2 (Wendehorst 1975). . , , . ' .

    (mm) 1 ()

    2 ()3 ()

    0-70-50-3 0-7

    1 ()2 ()3 ()

    0-3 0-7 (0.5 )0-30-1 0-2

    5.2: .

    , (.. ), ( , ' ) . "-" . - , (.. ) , , ( ) . . . , - (.. ), , , ( ) -.

    5.4.2.

  • 49

    (. 5.1.), (. 5.1.). , 40x40x160 mm, ( 100 mm) , ( ). -. 1015-11.100 mm

    . 5.1: () - ( ) () .

    , - , - , .

    5.5. , I. . (1991). , . 3, ' , . .Eurocode No. 6 (1994). Common Unified Rules for Masonry Structures., . . (1985). , . 1, . . , ., . . (1992). , . 1, , -, .European Standard prEN 998-2 (1993). Specification for Mortar for Masonry - Part 2: Masonry Mortar, European Committee for Standardization.European Standard prEN 1015-11 (1993). Methods of Test for Mortar for Masonry Part 11: Determination of Flexural and Compressive Strength of Hardened Mortar, European Committee for Standardization., . (1993). , .-., 39-72., . . (1984). , . , . . , .Taylor, G. D. (1983). Materials of Construction, 2nd edition, Construction Press, London. Wendehorst, R. (1975). Baustoffkunde, Verlag, Hannover.

  • 50

    6.

    6.1.

    , 5.5 (Mehta and Monteiro 1993) 20 . , -: () ( ) - () - () , .

    6.2. (, , ,

    ) , - . , - - (, , , , , - ).

    ( , - 0.2 mm) - (, , ) , - . - ( - , 105 ), : , , , - 10-50 m . . , . , , , - , . , - , . , - -

  • 51

    .

    6.2.1. ( ) -

    , -. , . , ' ..., - , , -, , , . (.. ), ' ( ).

    6.2.2. . -

    Portland 1-50 m. - (.. , , , ...). () - : 40-80% C3S ( , ), 0-30% C2S ( -, ), 7-15% C3A ( , ), 4-15% C4AF (- , ), - C = CaO, S = SiO2, A = 2O3, F = Fe2O3 (Lea 1971).

    . 6.1: .

    - ( ) , -

  • 52

    . - . , - C3A -.

    . 6.1, - C-S-H, 0.5-3.0 nm, - .. CH, C4ASH18 C4AH19, 1 m (S = SO3, = 2O), C ( 10 nm 1 m) . . 6.1, - , . - -.

    6.2.2.1.

    . (C-S-H). -

    50-60% ' . , - , C/S 1.5 2.0 . C-S-H , - . Powers (1958) Brunauer (1962) ( - 18 ) ( 100-700 m2/g) van der Waals. To Feldman and Sereda (1970) C-S-H (5-25 ).

    . 20-25% . C-S-H, , Ca(OH)2. - C-S-H van der Waals -. , Ca(OH)2 ( ) .

    . 15-20% - - . - .

    . - . , -.

  • 53

    , - , . , - .

    6.2.2.2. .

    6.2 .

    . 6.2: -.

    C-S-H. , C-S-H - (Powers 1968). , ( ) .

    . , - , - ( ), (/), . - - / 10-50 nm. /, 3-5 m. - . 6.3, (Mehta and Manmohan 1980). - -: 50 nm, , , - 50 nm, , - (Mindess and Young 1981).

    . , () . ( 3 nm), , , ( 50-200 m).

  • 54

    , ' .

    . 6.3: - (Mehta and Manmohan 1980).

    6.2.2.3. ,

    . ( ) . , , , , . 6.4.

    . 6.4: C-S-H (Feldman and Sereda 1970).

  • 55

    . 50. - - : , > 50 nm , - (5-50 nm) -.

    . ( ) . - 30% .

    . - C-S-H . - ( 10% ), - C-S-H.

    . - .

    6.2.2.4. - - -

    -.

    . van der Waals. , - . C-S-H , - . - /. . 6.5, 1 cm3 2 cm3 (Powers 1958) 3140 kg/m3.

    , Powers (1968) S ( MPa) - ( + )x (x = 1 - , = ) S = kx3, k = 235 MPa. , / .

    . ( ) . - . 6.6 (L. Hermite 1962). - , - . - , . (5-50 nm)

  • 56

    , , .

    () 100 cm3 , / = 0.63,

    () 100 cm3 , 100% , /

    . 6.5: () () /.

    . 6.6: () () - .

    ( ) . - , 100%.

  • 57

    . . - -. , (. 6.7, Powers 1958).

    . 6.7: , - .

    C-S-H - . , , .

    6.2.3.

    , : . (, ) - , . - ( , /) - . - , - , - .

    6.2.3.1. -

    / ' , (

  • 58

    ) ' (Maso 1980).

    6.2.3.2. ,

    - van der Waals, . -, - . CH, ( ), .

    , , , -, /, , , .. , - , ( ) - . (.)(. ). , - . , .

    6.2.3.3. -

    . , 40-70% , - . , , - . - - , . - , - .

    . "" - . - , ( -

  • 59

    )., -

    . ( -) . , .

    6.3. "" -

    , . ( , ' ) - , , , ( ) .

    6.3.1. -

    (.. Powers 1958).

    f cp= f cp ,o xn= f cp , o1

    n

    fcp = , fcp,0 = , = n 3. - (.. Neville 1981, Lemaitre and Chaboche 1990). , - , . , , - .

    6.3.2.

    - / . (.. , - ) , ' - . , - - . , - . 6.8, - , .

  • 60

    . 6.8: .

    6.3.2.1. -

    , - .

    . 6.9: /T - .

    . / - Abrams, - 1918:

    f c=k 1k 2N /T

    k1 k2 .

  • 61

    . 6.9 (PCA 1988). / (. 6.5)

    , - , .

    . . , - . - , . 6.10 (Cordon 1979).

    . 6.10: - () / () -

    .

    / -, ( ) , . -, , (- ).

    . . - (. - ), (.. ) . , ... (PCA 1988).

    . , (-) - . , , , , ( ) , , , .

    -

  • 62

    . , - , - ( ). /, . 6.11 (Cordon and Gillespie 1963). - (. /), - , / - . , , - / .

    . 6.11: /.

    /, - - . , - ( ) (. , ), .

    (.. ) ( -) (.. -) , -. , , - . , , , .

    , , - ( - ) .

    .

  • 63

    . - , (- ).

    . ( ), ( CaO), ( ) ( - ) . - 15-20% - . - -, , ' - , ( - 1997). - , , 15%. . - 1008 ( -345).

    . - . , , . - ( , ) . , , , ( ), - - C-S-H (.. Neville 1981).

    6.3.2.2.

    , , , .

    . / . - (Comite Euro-International du Beton, CEB) - ( 20 C) (CEB-FIP 1990):

    6.1 f cm t =cc t f cm=es1 28t / t1 f cm

    fcm(t) = f , fcm = 28 , s = , s = 0.20 , s = 0.25 -

  • 64

    s = 0.38 , t1 = 1 . , 3, 7, 90 360 60%, 78%, 112% 120%, , 28 .

    . - (.. , , ...). - . 6.12, (Mehta and Monteiro 1993).

    . 6.12: -.

    , , 7 ( - ) 28 -. 6.10.5.

    . - -, . - 28 5 C 80% - 20-40 C. , . -, - . , - 5 C 20 C, 2-3 - 20 C , 20% 15%, , 40 C, 2-3 . ( ) - .

    20 C - -10 C, 5 C 12 C 28 , (28 ) 5%, 50% 60%, , 20 C.

  • 65

    , . , , .

    6.3.2.3. -

    , , , - , , .

    , . , - (), - . . "" , ' - . 2:1. 150x300 mm 75-85% 150 mm ( - ). , , , , , . 2:1 , - , (. 6.13).

    . 6.13: : () , () .

    - , . ,

  • 66

    150 mm 300 mm 5% 10% , , 200 mm. , - 50x100 mm, 75x150 mm 200x400 mm 10% , 6% 4% , , 150x300 mm.

    , - , . , 20% .

    . 2-3 (30 sec ' ), - , "" . - .

    6.3.3. , -

    . .

    6.3.3.1.

    . ( - , ) - . - (. 6.14.) 30% fc, . 30% 50% fc -, , , - -. 0.754, (Chen 1982), - . , , - . , 0.75-0.94 - - , - -. . . 6.14., , , 4 . 6.15 (Glucklich 1968).

  • 67

    . 6.14: () , () .

    . 6.15: .

    (), , - ( ). , , . -, 0.9fc , - 0.75fc 30 . - . 6.16 (Rusch 1960).

    , - . - 0.25 MPa/sec, 0.001 MPa/sec 100 MPa/sec Jones and Richart (1936) - R 0.25 MPa/sec (1.04 + 0.07log10R). 12390-3.

  • 68

    . 6.16: - .

    , - . ' , -, - . . CEB-FIP (1990) fc,imp:

    f c ,impf cm

    ={ 0 s

    106MPa / sec

    s3 0 106MPa / sec}

    fcm = 0 = 1 MPa/sec, = - , as = 1/(5 + 0.9fcm ) ( fcm MPa) logs = 6as - 2.

    . 6.17: .

    , - 60% ( ).

  • 69

    . - . 6.17 (Karson and Jirsa 1969). - , - -.

    6.3.3.2.

    . . - , - - - . 0.07-0.13, - . , .. -.

    -, - (. 6.18), , .

    ( - 12390-6) ( " "), L = 300 mm D = 150 mm - - (. 6.19.). -,

    h=2 P L D

    . 6.18: - .

    h ,

  • 70

    ( , . 6.19.), - , fctsp. -, 10-15%.

    . 6.19: () ( ), () -

    .

    150x150x600 750 mm, - 450 mm (. 6.19.). -739. max (" " " ")

    max=6M maxb h2

    Mmax , b h , . ' , -- - - ( ). , ( , - ), ' 50-100%.

    (2000) , fct,fl, (fctm = 0.5fct,fl), (CEB-FIP 1990):

  • 71

    f ctk , flf ctk

    f ct , flf ctm

    =112.56h0.7

    fctm = (fctm = 0.9Act,sp, fct,sp = ), fct,fl, = , k ( , , , - - , 5%) h = mm. - , 90% 0.7fctm 1.3fctm (CEB-FIP 1990).

    6.3.3.3. (

    ), , - , , , - (.. , -) . , , - , ( - ) .

    (2000) - 2 (1994),

    6.2 f ctm0.3 f ck2/3

    fck = Mpa.

    6.3.3.4. , -

    ( ) ( ) - . (1 2) . 6.20 , - , - . 6.21. (Kupfer et al. 1969).

    ( 27% 80% 16% ) - , . - - , - . : , , , (. ) .

  • 72

    . 6.20: - : () , () --

    () .

    -. - (.. ). ( ) , (), (. 6.22, Richart et al. 1928). , - . . 6.21..

  • 73

    . 6.21: () () .

    . 6.22: - .

    6.3.4. ,

    , , - fc ( ) fcm s. , , - , , - , fck. - , 5% (10% - ACI318) fck. ,

    6.3 f ck= f cm1.64 s

  • 74

    , ( - s) fck, ( s) fcm .

    , , f28, , - , - . - . (20 C 2 C, 95%) 28 , . - 12390-2 ( -671).

    206-1, - 150 mm 300 mm ( - ACI 318, DIN 1045 CEB) 150 mm ( ). - 200 mm ( DIN 1045). 6.1. 6.1 .

    - - . "" ( - ) , - , , . 150 mm . - 200 mm - , , - , , , - . 150x300 mm (MPa) 9.2 12.8 18.4 25.4 39.5 150 mm (MPa) 12.6 16.8 23.6 31.5 47.2 200 mm (MPa) 12.0 16.0 22.4 30.0 45.0

    6.1: .

    6.4.

    , - , - ( ' ).

  • 75

    6.4.1. -

    , , - - ' . . 6.23 . , Eco, , ( ) , Ect, - , ( ) , Ecs, - , 40% . , , , Ecd, .

    . 6.23: .

    - (.. ASTM C469-83), (, , ).

    (2000), 28 , Ecm, fck

    6.4 Ecm=95003 f ck+8

    Ecm fck MPa. - - 80 MPa.

    , Poisson, - 0.15 0.2, .

    6.4.1.1.

    , , , - ' , -

  • 76

    (, ), - . . . 6.24 .

    . 6.24: .

    . , , , ' . , ( 25-85 GPa) ( 5-10 GPa), , "" . , - . , , , - , , - -.

    . - , , /, , - (. 6.8) .

    . - , - , . - . 6.8.

    . - 15%, . C-S-H - , C-S-H van der Waals, .

  • 77

    , -, , . - - , . , - , .

    6.4.2. 6.2.2,

    . , , - C-S-H , - . , . - , , , ( Poisson).

    , . , . , - -, .

    6.15. - 100% - , . , -, (). , - . - , , . - , - . , , , . - . , - , - , .

    -. ,

  • 78

    . - , , , - .

    - -

    -

    -

    ()

    - ,

    ()

    ( -)

    - 0 = 0

    -

    - , - , -

    (-)

    .

    ( - -)

    - -

    6.2: , .

    - . 6.25, - . - (. 6.25.) , -, , C-S-H. -

  • 79

    , , , (.6.25.). . , .

    . 6.25: () () .

    6.4.2.1. -

    - , .

    . , - ' , . - , - .

    . 6.26., , Sc, , Sp, , Cc/Cp, , - (Powers 1961, Neville 1964):

  • 80

    S cS p

    =1g n C cC p

    =1g

    g = ' , n, = (.. - 1.2 - 1.7, L' Hermite 1962).

    . 6.26: () () .

    - . 6.27 (Troxell et al. 1958), 2.5 . , , - , , - .

    . 6.27: () () .

    , , . ,

  • 81

    . , - - Portland, .

    , . / -, /, - . , ( /) , , , .

    . 6.28: () () -.

    . 6.29: () () .

    , , .

    , . , , - , (. 6.28, Troxell et

  • 82

    al. 1958), (. 6.29, CEB-FIP 1990)..

    -, - . , h, , Ac, , u/2, . . 6.30 (CEB-FIP 1990).

    , , . - ' . , -- . : , . , , , , - ( 40% , ), - ( 35% 60% ).

    . 6.30: () () .

    6.4.2.2.

    CEB, , .

    . t () , ts (), :

    cs=106[16010 sc 90.1 f cm] RH stt s

    : sc = , 4

  • 83

    , 5 8 - ,

    RH = , RH (%),

    RH=1.55 sRH 4099

    0.25 RH99

    sRH=1RH100

    3

    stt s= tt st 1350 hh0 2 tt st 1 h0= 100 mm t1 = 1 ( ). (.. t = 70

    ) (RH = 50%) -0.00060 -0.00050 h < 150 mm h > 600 mm, . (RH - 80%) -0.00033 -0.00028. h . - S2 S3 (. 6.10.2), 0.7.

    . co [< 0.4fcm(to)] to, - ( + ) t

    cot , t 0=co[ 1Ec t 0t , t 0E c28 ] () t0

    E c t 0= t0E c28= cc t 0 E c28 Ec28 28 , 1.05Ecm.

    cc(t0) 6.1 (. 63) -

    t ,t 0=RH f cm t0 tt0

    : RH=11 RH

    100

    0.46 3 hh0, f cm=

    5.30.1 f cm

    , t 0=

    1

    0.1t0t10.2 ,

    c tt0= tt 0t 1H tt 0t1 0.3

    H=150[11.2 RH10018] hh02501500

    t0

  • 84

    :

    t 0=t 0,T1 92 t0,Tt1,T

    0.5

    : t1,T = 1 , = , -1 , 0 1 - t0,T = -,

    t 0,T=i=1

    n

    t i e

    4000273T t iT 0 13.65 T(ti) = ( C) ti,

    T, 0 = 1 C., , 0.4fcm(t0) - 0.6fcm(t0),

    e1.5 co

    f cm0.4

    (t = 70 ) 6.3 ( h). - 6.3 S2 S3 (. 6.10.2) +10 +20 C, 0.7.

    , t0 ()

    -. .

    (RH= 50%)

    -.

    (RH= 80%)

    , h (mm)50 150 600 50 150 600

    1 5.5 4.6 3.7 3.6 3.2 2.97 3.9 3.1 2.6 2.6 2.3 2.028 3.0 2.5 2.0 1.9 1.7 1.590 2.4 2.0 1.6 1.5 1.4 1.2365 1.8 1.5 1.2 1.1 1.0 1.0

    6.3: (t = 70 , t0).

    6.4.3. ,

    . , ac, , ' - . 6-1310-6/C, - 1010-6/C. c (10-6/C): (): 10-12, : 9, : 12.5, : 7, : 9. - ac - c, , , . c

  • 85

    2 W/mK. (.. )

    ( ), ( ) - () (-) . - - , , , . , - , . - (.. Carlson et al. 1979).

    6.5. ,

    , , . , - , ' - - . -, .

    6.5.1. -

    . , -, , , . , , - . ( ) , 3 , , , , k [ 3.1 (. 27)].

    . - , /. / = 0.7, 10 -3 - 10-4 mm/sec , 10x10-8 mm/sec 6 , 50x10-10 mm/sec 13 6x10-10 mm/sec , (Powers et al. 1954), . -

  • 86

    , 40% 30% , 110x10-11 mm/sec 20x10-11 mm/sec, - 20% . - , . 30% -, . / 0.4, 0.5, 0.6 0.7 3, 14, 180 365 , , - 10-11 mm/sec. , / ( 0.5).

    , 3-10%, -. , 10m, -, 10-100 nm.

    -, - . ( , - ...) - . , - / = 0.5 10-9 mm/sec.

    , - . , , - , , , . : ( ), /, , -, , .

    6.5.2.

    , . 6.31. , - , - . .

    ( ) , . - (.. ) (.. -, , ) - (.. ), , - .

  • 87

    . 6.31: .

    , , , , - . //(. 6.32.), . (. 6.32.). Liu (1981), (.. ) (.. ). , - . , - ' ( 1993). -, , . 7 60-80% 3 (ACI 302.1 R-80). , ("") . , . - /, (.. ) .

    , - , , , , , - (CEB 1982).

    , ,

  • 88

    . , , ' .

    (1997) - ( , 6.7.3), 50 mm, 350 kg/m3 - C25/30 ( 6.10.1).

    . 6.32: () / () .

    6.5.2.1. ,

    - . -, , , "", , . , .

    - , C/Cs. C/Cs = 2, (NaCI) 0 C, 25 C 50 C 55 MPa, 60 MPa 65 MPa, . C/Cs = 10, 185 MPa 220 MPa, 0 C 50 C, (Winkler 1975).

    6.5.2.2. -

    , , . - , -, 0.25 mm 35 mm, , -, ,

  • 89

    , . - , ( 1993).

    . . 9%, , , - . (.. ) (Mehta and Monteiro 1993). , . - "", . , - ( ). - ( ) , , (Litvan 1976). - ( ). , - , , . (.. C-S-H).

    , . - - , . - , , . ( ) , . - ( 500 nm) - , . - , -, . - . , - , . - .

    . (.. CaCl2 NaCI) , , , . -

  • 90

    14 C/, . - , . , - , - , . , - - , - , . , - ' .

    . , - , , , - . , -, , . - (.. ) .

    , . - . - (.. ), , . - , 0.1 mm. , 0.05% .. . - 0.05-1 mm, . - , . - 25 mm, 16 mm, 12.5 mm 8 mm 0.5%, 1.0%, 1.5% 2.5%, ( 1993). , - - , - 6.0%, 4.5%, 3.5% 3.0%, 8 mm, 16 mm, 31.5 mm 63 mm, . , 1% 5%. , -

  • 91

    /. , .

    , . , - Portland. , , , . - , . - 10% .. ( -), 0.35m 20m, - .

    /. , / , , - / (. 6.33) .

    . 6.33: / ( 1993).

    . , . , -, . , .

    . , - .

    . , .

    6.5.2.3.

  • 92

    . , , , .

    . , - . . , , . - C-S-H 300 C , 500 C , ( - 30%). C-S-H 900 C (Mehta and Monteiro 1993).

    . , , , - , . , - ( ), , , .

    6.5.3. -

    . -- , - , CaO MgO, , .

    pH ( 12.5 13.5) , Na+, + -, - ( ), - pH - . pH (.. 6) , , , ...

    , , - (. 6.34). . -

  • 93

    , .

    . 6.34: - .

    6.5.3.1. . , , -

    , . , - ( ) , ( ), (Biczok 1967). , - . CO2 , -. , , ( -), , , .

    6.5.3.2. -

    . . -

    - . , -, , , ( -) ( CO2 ).

    - , - (

  • 94

    , pH 7) , .

    . - (.. , , , , ) , .

    . , , , - . - C-S-H, , , - . MgSO4 .

    6.5.3.3.

    , .

    . (, , ) . () . - , , .

    - , Ca(OH)2. .

    - (. ), - , (CEB 1992). SO42- 200-600 mg/l, 600-3000 mg/l - 3000-6000 mg/l ( 206-1). , , /, , . , - -. , (.. ) - . , / , .

    -. , 75% , ( , ...),

  • 95

    (.. ) - (.. , , ...), , - . 6.35. ( pH ) - Na2O 2O (), 0.15- 1.5% .. ( 1993). 0.6% ( ).

    . 6.35: -: () , () -.

    ( ) ( ), -, , , , , ... - ( ) - , . (.. ) . - ( pH) , - , - (.. , , ). 40% 1/4.

    (. 6.35.), ( ), ( ) , ( 1993).

    MgO CaO. MgO CaO - .

    . () -

  • 96

    . , .

    . - (pH 13), Ca(OH)2. ( ) , 0.5% .. , ( ), pH 9. ( - ), , . - pH 9 Ca(OH)2 CO2 , - . . : To Ca(OH)2 , 0.5% . Ca(OH)2 .

    . 6.36: ( 1991).

    , . , ' - . , . , , ( ), , () -. -

  • 97

    , - , () - (. 6.36). , .

    ( ) . , ( 2-6 ) , . - / ( -), ( ) , - .

    , - . . , (.. 50%) , -. .

    , , CO2 Ca(OH)2 -. - , 100% - ( ). , - , CO2 -, 50% ( 1991).

    ( ) , / , . - , ' - . - , . , ( -), 80%, 1/2 60% 95%,

  • 98

    1/5 50% 100%. 90%, 1/2 60% 95%, 1/3 50% 100% ( 1991). ( ) --.

    . , - . () . , - / ( 0.5 0.4 ) ( 300 kg/m3). . , - CaO CO2 .

    , - - . , ( ) , , - ( CO2 ), . , ( ), - .

    ( ) - ( , ) , - - (Allen et al. 1993), - (.. , ), " ".

    6.5.3.4. (..

    , , , ) . - , , -, , , ( ), CO2 - ... , .

    - : ,

  • 99

    , ( , , ) , - -' , , - .

    , . , - , -. ( ), , - , CO2 , - ( ). - , (Mehta 1980).

    - . -, / (Neville and Brooks 1987). (1997) - / 0.48, 400 kg/m3 60 mm ( , , / 0.60 330 kg/m3). , , .

    6.5.4.

    , , ( 1993).

    . , -. - , . , . , - .

  • 100

    . ( ) , , . . , , , pH .

    : , ... .. , - , ... (.. - , ) ( 1993).

    6.6. -

    , . , - Portland, - .

    6.6.1. Portland Portland,

    , ( - ). 1824 L. Aspdin, Portland Portland . - 15 , 50% ( 1996).

    6.6.1.1. Portland :

    () , ( ) , () , . () - () - , . () . 600 C , , 1500 C , 5-25 mm (). () , , 2-3% , -

  • 101

    , Portland, 75m. - Portland . 6.37.

    , , , , : () - , ( ) () ( -, ) () ( - ). -, (filler), ' ( , ). . - ( ). , ( ) . 3% .. , .

    . 6.37: Portland.

    , ' . - , 0.9 kWh , - 1.6 kWh/kg. 1996 - (50 kg) 10 kg 5 kWh.

    6.6.1.2. -

    , - . , (6.27), :

    CaO + CO2 SiO2 + Al2O3 + Fe2O3 + H2O

    3CaOSiO22CaOSiO23CaOAl2O34CaOAl2O3Fe2O3

    (C3S)(C2S)(C3A)(C4AF)

    - . 55% 15%

  • 102

    .. C3S C2S, . To C3S , , . , C2S , . , .

    (C3A) 12% .. - , , (), , - .

    (C4AF) 9% .. : , , ( -).

    , - , : (MgO), (' 5% .. ). (Na2O, 2O), - , (' 1% .. ).

    Portland 6.4. -196.2. CaO SiO2 l23 Fe2O3 MgO SO3 K2O, Na2O .. 64 22 6 3 1.5 2 0.5 1

    6.4: Portland.

    6.6.1.3. Blaine

    ( cm2/kg). , , - . , . 2600 cm2/kg ( ) 5000 cm2/kg ( 1993). - , - ( - ) - . - , . , , , .

  • 103

    6.6.2. Portland ,

    .

    6.6.2.1.

    -, . -, . , - , , , - , .

    (C3S, C2S, C3A C4AF) . - , (.. 1993).

    C3S: 2(3CaO SiO2) + 62O 3CaO 2SiO2 3H2O + 3Ca(OH)2 C2S: 2(2CaO SiO2) + 4H2O 3CaO 2SiO2 3H2O + Ca(OH)2 C3A: 3CaO Al2O3 + 6H2O 3CaO Al2O3 6H2O C4AF: 4CaO Al2O3 Fe2O3 + 2Ca(OH)2 +10H2O 3CaO Al2O3 6H2O

    + 3CaO Fe2O3 6H2O (

    6.2.2) , 60% . , . - van der Waals, - , , - . , . 6.38 - . 6.39 (Bogue 1955).

    , C3A ( .. ) ( ) , -. , - , . , , .

    , 25-30% , 10-15%. / - 0.42, 8% . -

  • 104

    , , . , , - / 0.36. / 0.36-0.42, . , - , - .

    . 6.38: - .

    . 6.39: .

    6.6.2.2.

    , . 50% - , 75% 85-90%

  • 105

    6 (Neville and Brooks 1981). - , , - , - .