pkao_1_vezba

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  • 8/12/2019 Pkao_1_vezba

    1/5

    I :

    1:

    .

    ( ). :

    : : e:

    CJ =

    e:

    CJ

    :

    dpl = 11cm + CJ

    (cm)

    :

    d0= 21 + CJ

    (cm)

    :

    dp= (11+CJ)

    (cm)

    :

    dz= 12 + CJ

    (cm)

    :

    :

    20,0 kN/m3

    6,0 7,0 kN/m3

    11,5 14,5 kN/m3

    15,0 17,0 kN/m3

    11,0 12,0 kN/m3

    0,2 0,4 kN/m3

    1,0 1,1 kN/m3

    1,3 1,7 kN/m3

    25,0 kN/m3

    24,0 kN/m3

    21,0 kN/m3

    19,0 kN/m3

    17,0 kN/m3

    kN/m2.

    () : ,

    , , FERT, TM,

    DURISOL, , , .

    :

    - TM 3 (h = 20 21 ) 2,7 2,8 kN/m2

    - FERT (h = 20 21 ) 2,9 3,1 kN/m2

    - (5 ) 0,07 kN/m2

    - (1 ) 0,04 kN/m2

    - (2,2 ) 0,18 - 0,20 kN/m2

    - (1 ) 0,09 kN/m2

    - 0,20 0,25 kN/m2

    - (9,5 ) 0,10 0,12 kN/m2

    - (12,5 ) 0,14 0,16 kN/m2

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    1. :

    1.

    : d

    (cm)

    d =

    (m kN/m3)

    g

    (kN/m2)

    2.2 cm

    3.0 cm

    1.0 cm

    dpl cm 2.0 cm

    g 1=

    2.

    : d

    (cm)d =

    (m kN/m3)

    g

    (kN/m2)

    0.5 cm 3.0 cm

    1.0 cm

    d0cm 3.0 cm

    g 2=

    3.

    : d(cm)

    d =

    (m kN/m3)

    g(kN/m2)

    1.0 cm

    31.2 cm

    25.0 cm

    0.2 cm

    g3 =

    2525

    17

    4

    4

    25

    3

    x1.21

    3040

    28

    10

    12

    10

    12

    0.5

    3

    41

    3

    do

    -4

    2

    2.

    2

    31

    dp

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    30

    17

    30

    17

    17

    3

    dp

    4. : d

    (cm)d =

    (m kN/m3)

    g(kN/m2)

    3.0 cm

    17/30 cm

    dpcm 0.2 cm

    g 4=

    5. :

    1. 2. 3. 4.

    1. d (cm) d (m kN/m3) = g (kN/m2)

    0.2 cm

    dzcm 0.2 cm

    g 1 =

    2. d (cm) d (m kN/m3) = g (kN/m2)

    2.0 cm

    19x19x29 19.0 cm

    2.0 cmg 2=

    3. d (cm) d (m kN/m3) = g (kN/m

    2)

    2 cm

    10 cm

    2 cm

    g 3 =

    4. d (cm) d (m kN/m3) = g (kN/m

    2)

    2 cm

    12 cm

    2 cm

    10 cm

    19 cm

    2 cm

    g 4 =

    192 2 10 19102 2 122 2 2dz

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    -

    1:.

    1.

    : d(cm)

    d =

    (m kN/m3)

    g(kN/m2)

    2.2 cm 0.20 kN/m2

    3.0 cm 0,0322,0 = 0,66 kN/m2

    1.0 cm 0,01 3,0 = 0,03 kN/m2

    10.0 cm 0,10 25 = 2,50 kN/m2

    2.0 cm 0,0217 = 0.34 kN/m2

    g = 3,73 kN/m2

    2.

    : d(cm)

    d =(m kN/m3)

    g(kN/m

    2)

    0.5 cm 0,07 kN/m2

    3.0 cm 0,03 22 = 0,66 kN/m2

    1.0 cm 0,01 3,0 = 0,03 kN/m2

    30.0 cm (0,04+0,26(0,10+0,12)/2/0,40) 25,0 = 2,79 kN/m2

    3.0 cm 0,0324,0 = 0,72 kN/m2

    g = 4,27 kN/m2

    3040

    28

    10

    12 12

    10

    26

    3

    4

    30.5

    1

    2

    2.

    2

    3

    10

    1

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    30

    17

    30

    17

    17

    3

    10

    3. a : ( tg = atg (17/30 ) = 29,540)

    : d(cm)

    d =

    (m kN/m3)

    g(kN/m

    2)

    3.0 cm (0,03+0,030,17/0,30) 22 = 1,04 kN/m2

    17/30 cm ( 0,17/2 ) 24 = 2,04 kN/m2

    . 10.0 cm ( 0,10 / cos 29,54 ) 25 2,88 kN/m2

    0.2 cm kN/m2

    g = 5,96 kN/m2

    4. :

    3. d (cm) d (m kN/m3) = g (kN/m

    2)

    2 cm 0,0217,0 = 0,34 kN/m2

    10 cm 0,10 7,0 = 0,70 kN/m2

    2 cm 0,0217,0 = 0,34 kN/m2

    g = 1,38 kN/m2

    102 2