POS 1 –plan armature (varijantasapravimšipkama) HVE PZA/BETONSKE... · PDF...

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Transcript of POS 1 –plan armature (varijantasapravimšipkama) HVE PZA/BETONSKE... · PDF...

  • 1

    1

    4321

    600 600 600

    POS 1

    +3.42

    2546

    7.5

    4046

    7.5

    25

    11

    A

    B

    C

    1-1

    2546

    7.5

    4046

    7.5

    25

    12.5

    12.5

    2020

    12.5

    12.5

    14

    25 567.5 40 560 40 567.5 25

    2012.5

    A

    B

    CPOS 2

    36

    POS 3

    POS 2

    20 202012.5 12.5 12.5

    500

    500

    50

    POS 2

    POS 3

    POS 2

    Ploa POS 1 plan oplate

    2

    4

    3

    2

    1

    600

    600

    600

    A B C

    POS

    2

    500 500

    KOLICINA BETONA: Vb = 26.19 m3

    KOLICINA ARMATURE: 2670.3626.19 = 102.0 kg/m3

    POS

    3

    POS

    2

    POS

    2

    POS

    3

    POS

    2

    3 60R12/ 30 3 60R12/ 30

    A B C

    500 500

    130

    3 60R12/ 30 3 60R12/ 30

    5 119R16/ 15 (IV red)

    46R

    10

    /25

    46R

    10

    /25

    46R

    10

    /25

    (III

    red)

    46R

    10

    /25

    23R

    8/

    302

    3R

    8/30

    23R

    8/

    302

    3R

    8/30

    7 16R8/ 30

    6 R16 6 R16

    7 16R8/ 30

    7 16R8/ 30

    6 R16 6 R16

    7 16R8/ 30

    1

    1

    2

    3

    2 R8/ 30

    A (C) 5 R16/154 R10/ 25

    20 20

    B3 R12/30

    14

    6 4R16

    4 R10/254 (1)3-3

    7 R8/30

    14

    12.5 12.5

    4 R10/ 25

    14

    1-1 2-2

    8 R10 (4 kom/m2)

    3

    1 119R12/ 15 (I red)1 119R12/ 15

    216

    R

    8/30

    (II

    red)

    216

    R

    8/30

    216

    R

    8/30

    216

    R

    8/30

    1 R12/15 1 R12/151 R12/152 R8/ 30 2 R8/ 302 R8/ 30

    1 4R12/ 15 2 R8/30

    2 168/ 30 L=930 (76)930

    1 11912/ 15 L=530 (238)530

    4 610/ 25 L=930 (24)930

    5 11916/ 15 L=300 (119)300

    6 116 L=535 (16)535

    ipke - rekapitulacija

    [mm]

    lgn[m]

    Jed.teina[kg/m']

    Teina[kg]

    RA2

    8 763.12 0.405 309.06

    10 505.20 0.633 319.79

    12 1453.40 0.911 1324.05

    16 442.60 1.621 717.45

    2670.36Ukupno

    02.10.2016.580297R 1:75 (25)MB 30 RA 400/500

    GODINJI ZADATAK - LIST br.2

    PLAN ARMATURE POS 1

    1

    1

    2

    7 8 L=88 (64)408

    40

    3

    3

    3 12 L=160 (120)10010

    50

    POS 1 plan armature (varijanta sa pravim ipkama)

  • 2

    3

    4321

    600600600

    A

    B

    C

    POS 2

    500

    500

    POS 3

    POS 2

    POS 2

    POS 3

    POS 2

    360

    R

    12/3

    03

    60R

    12

    /30

    111

    9R

    12/1

    5 (I

    red)

    111

    9R

    12/1

    5

    2 16R8/ 30 (II red)2 16R8/ 30

    2 16R8/ 302 16R8/ 30

    POS 1 donja zona

    4

    4321

    600600600

    A

    B

    C

    POS 2

    500

    500

    POS 3

    POS 2

    POS 2

    POS 3

    POS 2

    360

    R

    12/3

    03

    60R

    12

    /30

    111

    9R

    12/1

    5 (I

    red)

    111

    9R

    12/1

    5

    2 16R8/ 30 (II red)2 16R8/ 30

    2 16R8/ 302 16R8/ 30

    POS 1 donja zona (I red)

  • 3

    5

    4321

    600600600

    A

    B

    C

    POS 2

    500

    500

    POS 3

    POS 2

    POS 2

    POS 3

    POS 2

    360

    R

    12/3

    03

    60R

    12

    /30

    111

    9R

    12/1

    5 (I

    red)

    111

    9R

    12/1

    5

    2 16R8/ 30 (II red)2 16R8/ 30

    2 16R8/ 302 16R8/ 30

    POS 1 donja zona (II red)

    6

    4321

    600600600

    A

    B

    C

    500

    500

    130

    360

    R

    12/3

    03

    60R

    12

    /30

    511

    9R

    16/1

    5 (IV

    red)

    4 6R10/ 254 6R10/ 25

    4 6R10/ 25 (III red)4 6R10/ 25

    2 3R8/ 302 3R8/ 30

    2 3R8/ 30 2 3R8/ 30

    716

    R

    8/30

    6R

    16

    6R

    16

    716

    R

    8/30

    716

    R

    8/30

    6R

    16

    6R

    16

    716

    R

    8/30

    POS 1 gornja zona

  • 4

    7Detalj postavljanja distancera za gornju zonu

    8Distanceri za gornju zonu

  • 5

    9

    4321

    600600600

    A

    B

    C

    500

    500

    130

    360

    R

    12/3

    03

    60R

    12

    /30

    511

    9R

    16/1

    5 (IV

    red)

    4 6R10/ 254 6R10/ 25

    4 6R10/ 25 (III red)4 6R10/ 25

    2 3R8/ 302 3R8/ 30

    2 3R8/ 30 2 3R8/ 30

    716

    R

    8/30

    6R

    16

    6R

    16

    716

    R

    8/30

    716

    R

    8/30

    6R

    16

    6R

    16

    716

    R

    8/30

    POS 1 gornja zona (III red)

    10

    4321

    600600600

    A

    B

    C

    500

    500

    130

    360

    R

    12/3

    03

    60R

    12

    /30

    511

    9R

    16/1

    5 (IV

    red)

    4 6R10/ 254 6R10/ 25

    4 6R10/ 25 (III red)4 6R10/ 25

    2 3R8/ 302 3R8/ 30

    2 3R8/ 30 2 3R8/ 30

    716

    R

    8/30

    6R

    16

    6R

    16

    716

    R

    8/30

    716

    R

    8/30

    6R

    16

    6R

    16

    716

    R

    8/30

    POS 1 gornja zona (IV red)

  • 6

    11

    2 R8/ 30A (C)3 R12/30

    14

    12.5 12.5

    1 R12/152 R8/ 30

    3 12 L=160 (0)10010

    50

    POS 1 lokalni presek 1-1

    12

    5 R16/15

    4 R10/ 25

    20 20

    B

    14

    4 R10/ 25

    1 R12/151 R12/152 R8/ 302 R8/ 30

    POS 1 lokalni presek 2-2

  • 7

    13Detalj ojaanja slobodne ivice ploe (presek 3-3)

    6 4R164 R10/25

    4 (1)

    7 R8/30

    14

    1 4R12/ 15 2 R8/30

    7 8 L=88 (0)408

    40

    14

    ipke - specifikacija

    ozn. ob lik i m ere[cm ]

    C lg[cm ]

    n[kom ]

    lgn[m ]

    PO S 1 (1 kom )

    1 530 RA2 12 530 238 1261.40

    2 930 RA2 8 930 76 706.80

    3

    100

    10

    50

    RA2 12 160 120 192.00

    4 930 RA2 10 930 24 223.20

    5 300 RA2 16 300 119 357.00

    6 535 RA2 16 535 16 85.60

    7

    40

    8

    40

    RA2 8 88 64 56.32

    8

    25 7 30

    725

    RA2 10 94 300 282.00

    Specifikacija armature

  • 8

    15

    ipke - rekapitulacija

    [mm]

    lgn[m]

    Jedinicna teina[kg/m']

    Teina[kg]

    RA2

    8 763.12 0.405 309.06

    10 505.20 0.633 319.79

    12 1453.40 0.911 1324.05

    16 442.60 1.621 717.45

    2670.36Ukupno

    Rekapitulacija armature

    16Donja zona varijanta 2 (sa mreama)

    Za usvojeno MA 500/560 (v = 500 MPa = 50 kN/cm2):

    mcm545

    5040936

    5005241186411A

    2

    a ..... ===

    usvojeno: R-636glavna armatura: 9/10 (6.36 cm2/m)poprena armatura: 6/25 (1.13 cm2/m)

  • 9

    17Preklapanje mrea lan 163 PBAB 87

    usvojeno: R-636preklop glavne armature (9): (4-1)25 = 75 cmpreklop poprene armature (6): (2-1)10 = 10 < 15 cm usv. 15 cm

    18

    4321

    A

    B

    C

    POS 2

    500

    500

    POS 3

    POS 2

    POS 2

    POS 3

    POS 2

    600 600 600

    I-1R-

    636

    465x

    215

    I-1R-

    636

    465x

    215

    I-1R-

    636

    465x

    215

    I-1R-

    636

    465x

    215

    I-1R-

    636

    465x

    215

    I-1R-

    636

    465x

    215

    I-1R-

    636

    465x

    215

    I-1R-

    636

    465x

    215

    I-2R

    -636

    465x

    175

    I-1R

    -636

    465x

    215

    I-1R

    -636

    465x

    215

    I-1R

    -636

    465x

    215

    I-1R

    -636

    465x

    215

    I-1R

    -636

    465x

    215

    I-1R

    -636

    465x

    215

    I-1R

    -636

    465x

    215

    I-1R

    -636

    465x

    215

    I-2R

    -636

    465x

    175

    190

    R

    10/2

    0

    40

    290

    R

    10/2

    02

    90R

    10

    /20

    151851518515185151851518515185151851516025 200 25

    POS 1 donja zona (varijanta sa mreama)

  • 10

    19

    3 R8/ 30

    A (C) 5 R16/154 R10/ 25

    20 20

    B

    1 R10/20 I-1 R-636I-1 R-636

    2 R10/20

    I-1 R-636

    2 R10 L=175 (0)100

    10

    65

    1 R10 L=120 (0)120

    14 14

    12.5 12.5

    4 R10/ 25

    1-1 2-2

    Detalji poprenog preseka varijanta MREE

    20

    Mree - specifikacija

    Pozicija Oznakamree

    B[cm]

    L[cm]

    n Jedinicna teina[kg/m2]

    Ukupna teina[kg]

    POS 1 (varijanta 2) (1 kom)

    I-1 R-636 215 465 16 6.054 968.40

    I-2 R-636 175 465 2 6.054 98.53

    1066.93Ukupno

    Mree - rekapitulacija

    Oznakamree

    B[cm]

    L[cm]

    n Jedinicna teina[kg/m2]

    Ukupna teina[kg]

    R-636 215 600 18 6.054 1405.74

    1405.74Ukupno

    Mree - plan secenja

    POS 1 (varijanta 2)

    R-636 (215 cm x 600 cm)

    16xI-1 215 x 465

    2xI-2 175 x 465

    Specifikacija i rekapitulacija mrea

  • 11

    2121POS 3 - granino optereenje (1.6G+1.8P)

    271.2339.0

    406.8

    406.8339.0

    271.2

    2.40

    L0 = 4.80 L0 = 2.68

    3.00 3.60

    406.8 406.8

    325.4

    101.7

    L0 = 4.80

    L = 6.00

    qu = 113 kN/m

    (x qL)

    325.4

    A = 25 B = 1110 D =

    25C =

    1110

    L = 6.00 L = 6.00

    Mu

    Tu

    1.661.20

    2.862.40 2.40

    1.66 1.20

    2.86 2.402.40

    22

  • 12

    23

    212U10/15

    322

    14

    50

    40

    222322

    222

    212

    222222

    222

    U10/25122

    40

    POS 3 preseci n