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    The AC shoring Tower, thanks to its high capacity

    load (max 60 kN) and fast assembling, is the ideal

    solution for shoring at very high height (up to 12,5

    meters). This system made of steel frames (S235JRH)

    provide strength, flexibility and thanks to the integra-

    tion of various accessories, fits perfectly to the differ-

    ent types of horizontal formworks that are being used

    and also can be easily lifted by cranes. Designed to

    last longer, is also equipped with a large quantity of

    safety accessories as platforms, internal ladders and

    double lateral guardrails.

    La torre de apuntalamiento AC, debido a su elevada

    capacidad de carga (mx. 60 kN) y rapidez de mon-

    taje, es la solucin ideal para apuntalar a alturas ele-

    vadas (hasta 12,5 metros). Este sistema a marcosen acero (S235JRH) ofrece robustez, flexibilidad

    y, gracias a la integracin de varios accesorios se

    adapta perfectamente a varios tipos de encofrados

    horizontales utilizados, y tambin al rpido levanta-

    miento con gras. Concebida para durar en el tiem-

    po, es completa con sus varios componentes para

    la seguridad, tales como las plataformas, las esca-

    leras internas y los parapetos laterales integrales.

    System A&C high capacity towerSistema de torre A&C para cargas elevadas

    Corrosion protection

    min. 50 m, following UNI EN 40.

    thickness 10 m.

    Manufacturing standards

    Proteccion superficial

    garantizado de 50 m, segn UNI EN 40.

    espesor minimo 10 m.

    Normas de produccion

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    Technical specificationsDetalles tecnicos

    Lateral guard rail for towerprotection element withan integrate connection,characterized by a fast assemblyand unlosable elements, hot dipgalvanization (min. 50 micron).

    Marco parapeto para torreelemento de proteccin y uninintegral, caracterizado por larapidez de montaje y las piezasimperdibles, galvanizado en

    caliente (min. 50 micrn).

    Adjustable fork:Standard, used for loads up to60 kN, hot dip galvanization(min. 50 micron).

    Horquetilla regulable integral:Econmica, apta a cargas hastade 60 kN, galvanizadaen caliente (min. 50 micrn).

    Adjustable base-element with ametal blocking plateUnlosable integratedcomponents, high securityduring application, hot dipgalvanization (min. 50 micron).

    Husillo regulable con platinaComponentes integrales

    imperdibles, elevada seguridadde uso, galvanizado en caliente(min. 50 micrn).

    Adjustable jacks on topSolid and with a millimetric

    adjustment system (60 cm) highcapacity load (up to 60 kN),hot dip galvanization(min. 50 micron).

    Husillo superior regulableRobusto, regulacin milimtrica(60 cm), muy elevadacapacidad de carga (hasta60 kN), galvanizado en caliente(min. 50 micrn).

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    P

    O

    I

    L M

    B

    E

    H

    G

    B

    D

    F

    C

    A

    1600 mm

    413-525cm

    min-max

    1200 mm

    Q

    System A&C high capacity towerSistema de torre A&C para cargas elevadas

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    Art. Art.

    A

    B

    T11Z

    T21Z

    T12Z

    T25Z

    T14Z

    T71Z

    V59Z

    V54Z

    T73ZT74Z

    O

    P

    Q

    R

    S

    C

    T37Z T34Z

    P29Z

    T33Z

    E F

    G

    H

    T61Z T69Z

    T13Z

    T23Z

    N

    D

    I

    L

    M

    kg kg

    57

    26,7

    1200

    1600

    1500

    1220

    1050

    785

    5726,7

    1200

    1600

    26,9

    1220

    1600

    12

    140

    1000

    1600

    730

    330

    1600 1600

    2030

    1200

    1090

    850

    120

    016

    00

    48,3

    850

    200

    85170

    18,90 - 41,58

    4,95 - 10,89

    10,90 - 23,98

    4,40 - 9,68

    6,40 - 14,08 16,00 - 35,20

    7,10 - 15,62

    10,10 - 22,22

    12,50 - 27,50 28,50 - 62,70

    0,65 - 1,43

    0,19 - 0,42

    1,50 - 3,30

    7,00 - 15,40

    9,50 -20,90

    2,90 - 6,38

    8,50 - 18,706,50 - 14,30

    Galvanized tower frame 1,5 mMarco de torre 1,5 m galvanizado

    Galvanized double diagonal brace 1600 mm for tower frame 1,5 mDoble diagonal 1600 mm galvanizada para marco de torre 1,5 m

    Galvanized tower half-frame 1,05 mMedio marco de torre 1,05 m galvanizado

    Galvanized double diagonal brace 1600 mm for half-frame 1,05 mDoble diagonal 1600 mm galvanizada para medio marco de torre 1,05 m

    Galvanized triple start bracing 1600 mm for tower frame 1,5 mColegamento triplo de base 1600 mm para marco de torre 1,5 mgalvanizado

    Aluminium plank 1600 mm with trap-door Galvanized trap-door ladderEscalera para trampa galvanizada

    Galvanized metal plank 1600 mm

    Galvanized lateral guard-rail

    Galvanized coupling pinConector galvanizadoGalvanized axial pin 12 mm

    Galvanized steel rack for scaffolding frame (20)Contenedor agujereado para marcos galvanizado (20)

    Galvanized fixed base-elementBase fija galvanizada

    Galvanized adjustable base-element 850 mm with plate

    Galvanized adjustable fork head 850 mm

    Galvanized fork headHorquetilla galvanizada

    Galvanized reinforcement beamCercha de refuerzo galvanizada

    1600 mm

    1200 mm

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    V ad (1-2-3) V ad (1-2-3)

    H k H k

    * The admissible load is calculated consideringthe horizontal forces and the geometric imperfec-

    tions on the tower construction, and also the ac-tion between different elements.

    * La carga admisible esta calculada considerando

    las fuerzas horizontales y las imperfecciones geom-

    tricas en la construccion de la torre, y tambin los

    juegos existentes entre los varios elementos.

    Comments /

    * H = horizontal blocking force by 10

    m of length on the tower plane and by1 meter width of the supported deck.

    The blocking can be realized: 1. By anchorage onthe existing structure;2. By group action: minimum 6 towers on 2 fields

    anchored between them.* H = fuerza horizontal de bloqueo por 10

    metros de largo en el plano de las torres y

    por un metro de ancho de loza apuntalada.

    en dos campos anclados entre ellos.

    ** Value of admissible loads V2 and V3 are calcu-lated considering the horizontal forces Hk. For

    values above Hk consult us.** Los valores de las cargas admisibles V2 y V3 estn

    calculado considerando las fuerzas horizontales Hk.

    *** For out of plomb conditions, each of the valuesV1 V2 V3 must be reduced of 0,2T for each cm of

    out of plomb until a maximum value of 5 cm, start-ing from the structure 3bis. For values above 5 cm

    consult us.*** En condiciones de fuera de plomo, cada valor V1

    V2 V3 debe ser reducido de 0,2T por cada cm de

    fuera de plomo hasta un valor de 5 cm maximo, des-

    5 cm, consultenos.

    Bracing/ Anclaje

    a. For working height of less than 4,2 m there is

    no need of bracing between towers, unless thereis different specifications.

    anclajes entre torres, a menos que no sea requerido.

    b. For working height between 4,2 m and 6 m brac-ing must be provide between a minimum of two

    towers.The bracing can be made with tubes and couplersplaced at S. Andrew cross at 45 of the horizontal

    plan, in such a way that the distance between cou-plers will not be more than 3 m. -

    cladas un minimo de dos torres. El anclaje tiene queser hecho con tubos y uniones puestos a cruz de San

    Andrs a 45 del plano horizontal, en manera tal que

    la distancia entre uniones no sea mas de 3 metros.

    c. For working height of more than 6,05 m, a spe-cific bracing must be provided.

    -

    diarse un anclaje especifico.

    A B C

    MountingMontaje

    Vertical number of framesNumero de marcos en vertical

    1 1,5 2 2,5 3 3,5 4 4,5

    Towers height Min-Max (cm)

    Altura de la torre Min-Max (cm) 413-525

    AssemblingComposicion

    Tower frameMarco de torre (T11Z)

    2 2 4 4 6 6

    Tower half-frameMedio marco de torre (T12Z)

    - 2 - 2 - 2 - 2

    Triple start bracing

    1 1 1 1 1 1 1 1

    Double diagonal brace for tower frameDoble diagonal para marco de torre (T21Z)

    1 1 3 3 5 5

    Double diagonal brace for half-frameDoble diagonal para medio marco de torre (T25Z)

    - 2 - 2 - 2 - 2

    Lateral guard rail

    - 2 2 4 4 6 6

    Adjustable base-elementBase regulable ()

    Fork headHorquetilla (V54Z)

    4 4 4 4 4 4 4 4

    Plank

    1 1 3 3 4 4 4 5

    Metal plank with trap-door

    1 1 1 1 2 2 2 3

    Ladder

    1 1 1 1 2 2 2 3

    Chart ofadmittedload (kN)Tabla de cargasadmitidas (kN)

    Vertical admitted loadfor leg (kN)Carga admisible por pie (kN)

    Out of plumb*** ***

    V1* with blockingsystem on top (kN)V1* con sistema deblocaje arriba (kN)

    60,0 60,0 60,0 60,0 60,0 60,0 50,0 50,0

    V2 withbracing (kN)V2 conanclaje (kN)

    - - - 60,0 60,0 60,0 45,0 45,0

    V3 withfree top (kN)V3 libre arriba (kN)

    60,0 60,0 60,0 - - - - -

    Horizontal blocking force Hk (kN) for V1*

    6,0 6,0 6,0 6,0 6,0 6,0 5,0 5,0

    Horizontal blocking at the top Hk (kN) for V2 or V3**

    1,0 1,0 1,0 1,0 1,0 1,0 1,0 1,0

    ConfigurationConfiguracin

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    Assembling sequence - Secuencia de montaje

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    Amadio & C S.p.A.Via dellIndustria, 10/12 Z.I.

    36050 Quinto Vicentino (VI) - Italy

    Tel. +39 0444 357199 r.a.

    Fax +39 0444 357623

    www.amadio.com - [email protected]

    Amadio & C Corp.23221 Aldine Westfield Suite 734

    Spring, TX 77373 - USA

    Ph/Fax: +1 281 453 3200

    [email protected]