analisis estructuralanclajesanclajes mecanicos

Anclaje de diseño HDA

32

Características: Pequeña fuerza de expansión (permite pequeñasdistancias a bordes y entre anclajes)Autoexcavado automático (sin herramienta especialde autoexcavado)Marca en el anclaje para control de colocación (fácily seguro)Adecuado para hormigón traccionadoComportamiento similar a un perno embebidoInformes técnicos: resistencia al fuego, fatiga,impacto, sismoCompletamente desmontable

HDA-T anclaje para fijación a través

HDA-P anclaje para colocación previa

DITE 99/0009 Hormigón Hormigóntraccionado

Fatiga Impacto Sismo Pequeña dist.borde/anclajes

Simula un pernoembebido

Resistencia alfuego (F180)

Programa deanclajes HILTI

Centralesnucleares

Datos básicos de carga (para un anclaje aislado) Resist. recomendada, Rrec [kN]: hormigón fck,cil=20 N/mm2

HORMIGÓN NO FISURADO HORMIGÓN FISURADOMétrica M10 M12 M16 M20 M10 M12 M16 M20Tracción NRec 21.9 31.9 60 91.1 9.9 13.9 29.8 37.7HDA-PCortante VRec 12.6 17.1 35.4 56 12.6 17.1 35.4 56Tracción NRec 21.9 31.9 60 91.1 9.9 13.9 29.8 37.7HDA-TCortante VRec 30.9 38.1 66.6 100 30.9 38.1 66.6 100

Datos de colocación

HDA-T

d f

t fixhef

hmin

Markingλ

∅

HDA-P

fixhef

hmin

t

d f

λ

∅

Métrica del anclaje 20-M10x100/20 22-M12x125/30 22-M12x125/50 30-M16x190/40 30-M16x190/60 37-M20x250/50 37-M20x250/100

Marca en la cabeza I L N R S V X

L [mm] Longitud total del anclaje 150 190 210 275 295 360 410

minh [mm] Espesor mínimo hormigón 200 250 250 380 380 380 380

efh [mm] Profundidad de anclaje 100 125 125 190 190 250 250

min. 10 10 10 15 15 20 20fixt [mm] Espesor a fijar

HDA-T max. 20 30 50 40 60 50 100

fixt [mm]Espesor a fijar

HDA-Pmax. 20 30 50 40 60 50 100

HDA-T 21 23 23 32 32 40 40fd [mm] Diámetro en chapa

HDA-P 12 14 14 18 18 22 22

wS [mm] Ancho de llave 17 19 19 24 24 30 30

instT [Nm] Par de apriete 50 80 80 120 120 300 300

Broca perf. con tope HDA-T TE- C-HDA-B 20x120 C-HDA-B 22x155 C-HDA-B 22x175 Y-HDA-B 30x230 Y-HDA-B 30x250 Y-HDA-B 37x300 Y-HDA-B 37x350

Broca perf. con tope HDA-P TE- C-HDA-B 20x100 C-HDA-B 22x125 C-HDA-B 22x125 Y-HDA-B 30x190 Y-HDA-B 30x190 Y-HDA-B 37x250 Y-HDA-B 37x250

Útil de colocación TE- C-HDA-ST 20-M10 C-HDA-ST 22-M12 C-HDA-ST 22-M12 Y-HDA-ST 30-M16 Y-HDA-ST 30-M16 Y-HDA-ST 37-M20 Y-HDA-ST 37-M20

Taladro recomendado TE24, TE25primera posición

TE75, TE76Máxima potencia del martillo

Ver instrucciones de colocación en página 56

l l

Anclaje de diseño HDA .

33

TRACCIÓNLa resistencia de diseño de un anclaje aislado es la menor de:

NRd,p : rotura por arranque (SOLO EN HORMIGÓN FISURADO)NRd,c : rotura por cono de hormigónNRd,s : rotura del acero

NRd,p : Rotura por arranque (SÓLO EN HORMIGÓN FISURADO)

NRd,p = N0Rd,p ⋅ fB,N N0

Rd,p : Resistencia de diseño por arranque

• Resistencia a compresión del hormigón, fck,cil = 20 N/mm2

Métrica HDA-T/HDA-P M10 M12 M16 M20N0

Rd,p [kN] para hormigón fisurado 13.9 19.4 41.7 52.8

fB,N : Influencia de la resistencia del hormigónTipo de hormigón C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60

Resist. a compresión fck,cil 20 25 30 35 40 45 50

fB,N 1 1.1 1.22 1.34 1.41 1.48 1.55

NRd,c : Rotura por cono de hormigón

NRd,c = N0Rd,c ⋅ fB,N ⋅ fA,N ⋅ fR,N N0

Rd,c: Resistencia de diseño por cono de hormigón

• Resistencia a compresión del hormigón, fck,cil = 20 N/mm2 Métrica HDA-T/HDA-P M10 M12 M16 M20

N0Rd,c [kN] para hormigón fisurado w = 0.3mm 23.1 32.2 60.4 91.1

N0Rd,c [kN] para hormigón no fisurado 32.3 45.1 84.6 127.6

N,Af : Influencia de separación entre anclajesDistancia entre

anclajes, Métrica HDA-T/HDA-P

s [mm] M10 M12 M16 M20100 0.67125 0.71 0.67150 0.75 0.70190 0.82 0.75 0.67200 0.83 0.77 0.68250 0.92 0.83 0.72 0.67300 1.00 0.90 0.76 0.70350 0.97 0.81 0.73375 1.00 0.83 0.75400 0.85 0.77450 0.89 0.80500 0.94 0.83550 0.98 0.87570 1.00 0.88600 0.90650 0.93750 1.00

N,Rf : Influencia de distancia a borde Distancia a

borde, Métrica HDA-T/HDA-P

c [mm] M10 M12 M16 M2080 0.66100 0.76 0.66120 0.86 0.74140 0.96 0.82150 1.00 0.87 0.66160 0.90 0.68180 0.98 0.73187 1.00 0.75200 0.79 0.66220 0.84 0.70240 0.89 0.74260 0.94 0.78280 0.99 0.82285 1.00 0.83300 0.86350 0.96375 1.00

NRd,s : Rotura del acero

Métrica HDA-T/HDA-P M10 M12 M16 M20

NRd,s [kN] 30.7 44.7 84.0 130.7

NRd : Resistencia de diseño a tracción

NRd = mínimo de (NRd,p , NRd,c y NRd,s)

N

cs

h

rec,p/c/s

Anclaje de diseño HDA

34

Resistencia recomendada a cortante VRecPilar30x30 0-10 kN

(0-1000 kg)10-20 kN

(1000-2000 kg)20-30 kN

(2000-3000 kg)30-40 kN

(3000-4000 kg)40-50 kN

(4000-5000 kg)50-60 kN

(5000-6000 kg)>60 kN

(>6000 kg)

HDA-P M10 (25.1)HDA-T M10 (25.1)

HDA-P M10 (25.1)HDA-T M10 (25.1)

HDA-P M10 (25.1)HDA-T M10 (25.1) - - - -

- - - - - - -

HDA-P M10 (25.1)HDA-T M10 (37.5)

HDA-P M10 (25.1)HDA-T M10 (37.5)

HDA-P M10 (25.1)HDA-T M10 (37.5)

HDA-P M12 (34.2)HDA-T M10 (37.5) HDA-T M12 (40.5) - -

HDA-P M10 (35.3)HDA-T M10 (35.3)

HDA-P M10 (35.3)HDA-T M10 (35.3)

HDA-P M10 (35.3)HDA-T M10 (35.3)

HDA-P M10 (35.3)HDA-T M10 (35.3) - - -

- - - - - - -

HDA-P M10 (41.9)HDA-T M10 (41.9)

HDA-P M10 (41.9)HDA-T M10 (41.9)

HDA-P M10 (41.9)HDA-T M10 (41.9)

HDA-P M10 (41.9)HDA-T M10 (41.9)

HDA-P M10 (41.9)HDA-T M10 (41.9) - -

- - - - - - -


(0-1000 kg)10-20 kN

(1000-2000 kg)20-30 kN

(2000-3000 kg)30-40 kN

(3000-4000 kg)40-50 Kn

(4000-5000 kg)50-60 kN

(5000-6000 kg)>60 kN

(>6000 kg)

HDA-P M10 (25.1)HDA-T M10 (59.0)

HDA-P M10 (25.1)HDA-T M10 (59.0)

HDA-P M10 (25.1)HDA-T M10 (59.0)

HDA-P M12 (34.2)HDA-T M10 (59.0) HDA-T M10 (59.0) HDA-T M10 (59.0) HDA-T M12 (62.2)

HDA-P M10 (25.1)HDA-T M10 (61.5)

HDA-P M10 (25.1)HDA-T M10 (61.5)

HDA-P M10 (25.1)HDA-T M10 (61.5) HDA-T M10 (61.5) HDA-T M10 (61.5) HDA-T M10 (61.5) HDA-T M10 (61.5)

HDA-P M10 (25.1)HDA-T M10 (53.3)

HDA-P M10 (25.1)HDA-T M10 (53.3)

HDA-P M10 (25.1)HDA-T M10 (53.3)

HDA-P M12 (34.2)HDA-T M10 (53.3)

HDA-P M16 (63.6)HDA-T M10 (53.3)

HDA-P M16 (63.6)HDA-T M10 (53.3)HDA-T M12 (57.5)

HDA-P M16 (63.6)HDA-T M16 (63.6)

HDA-P M10 (37.7)HDA-T M10 (47.5)

HDA-P M10 (37.7)HDA-T M10 (47.5)

HDA-P M10 (37.7)HDA-T M10 (47.5)

HDA-P M10 (37.7)HDA-T M10 (47.5)

HDA-P M12 (51.3)HDA-T M10 (47.5)

HDA-P M12 (51.3)HDA-T M12 (51.3) -

HDA-P M10 (37.7)HDA-T M10 (56.2)

HDA-P M10 (37.7)HDA-T M10 (56.2)

HDA-P M10 (37.7)HDA-T M10 (56.2)

HDA-P M10 (37.7)HDA-T M10 (56.2) HDA-T M10 (56.2) HDA-T M10 (56.2) -

HDA-P M10 (56.5)HDA-T M10 (62.9)

HDA-P M10 (56.5)HDA-T M10 (62.9)

HDA-P M10 (56.5)HDA-T M10 (62.9)

HDA-P M10 (56.5)HDA-T M10 (62.9)

HDA-P M10 (56.5)HDA-T M10 (62.9)

HDA-P M10 (56.5)HDA-T M10 (62.9)

HDA-P M12 (68.1)HDA-T M10 (62.9)HDA-T M12 (68.1)

HDA-P M10 (56.5)HDA-T M10 (64.1)

HDA-P M10 (56.5)HDA-T M10 (64.1)

HDA-P M10 (56.5)HDA-T M10 (64.1)

HDA-P M10 (56.5)HDA-T M10 (64.1)

HDA-P M10 (56.5)HDA-T M10 (64.1)

HDA-P M10 (56.5)HDA-T M10 (64.1) -

Anclaje de diseño HDA .

35

Canto deforjado Resistencia recomendada a cortante VRec

Canto de26 cm

0-10 kN(0-1000 kg)

10-20 kN(1000-2000 kg)

20-30 kN(2000-3000 kg)

30-40 kN(3000-4000 kg)

40-50 kN(4000-5000 kg)

50-60 kN(5000-6000 kg)

>60 kN(>6000 kg)

HDA-P M10 (15.8)HDA-T M10 (15.8)

HDA-P M10 (15.8)HDA-P M12 (17.0)HDA-T M10 (15.8)HDA-P M12 (17.0)

- - - - -

HDA-P M10 (20.2)HDA-T M10 (20.2)

HDA-P M10 (20.2)HDA-T M10 (20.2)


- - - -

Canto de30 cm

0-10 kN(0-1000 kg)

10-20 kN(1000-2000 kg)

20-30 kN(2000-3000 kg)

30-40 kN(3000-4000 kg)

40-50 kN(4000-5000 kg)

50-60 kN(5000-6000 kg)

>60 kN(>6000 kg)

HDA-P M10 (18.7)HDA-T M10 (18.7)

HDA-P M10 (18.7)HDA-T M10 (18.7)


- - - -

HDA-P M10 (23.4)HDA-T M10 (23.4)

HDA-P M10 (23.4)HDA-T M10 (23.4)


- - - -

Canto de35 cm

0-10 kN(0-1000 kg)

10-20 kN(1000-2000 kg)

20-30 kN(2000-3000 kg)

30-40 kN(3000-4000 kg)

40-50 kN(4000-5000 kg)

50-60 kN(5000-6000 kg)

>60 kN(>6000 kg)

HDA-P M10 (22.6)HDA-T M10 (22.6)

HDA-P M10 (22.6)HDA-T M10 (22.6)

HDA-P M10 (22.6)HDA-P M12 (24.3)HDA-P M16 (27.0)HDA-T M10 (22.6)HDA-P M12 (24.3)HDA-P M16 (27.0)

- - - -

HDA-P M10 (25.1)HDA-T M10 (26.6)

HDA-P M10 (25.1)HDA-T M10 (26.6)


HDA-P M16 (31.8)HDA-T M16 (31.8) - - -

Resistencia recomendada a cortante VRecDistancia a borde c ≥ 10 ⋅ h ef

Anclajeen muro 0-10 kN

(0-1000 kg)10-20 kN

(1000-2000 kg)20-30 kN

(2000-3000 kg)30-40 kN

(3000-4000 kg)40-50 kN

(4000-5000 kg)50-60 kN

(5000-6000 kg)>60 kN

(>6000 kg)

HDA-P M10 (25.1)HDA-T M10 (61.8)

HDA-P M10 (25.1)HDA-T M10 (61.8)

HDA-P M10 (25.1)HDA-T M10 (61.8)

HDA-P M12 (34.2)HDA-T M10 (61.8) HDA-T M10 (61.8) HDA-T M10 (61.8) HDA-T M10 (61.8)

HDA-T M12 (76.1)

HDA-P M10 (25.1)HDA-T M10 (61.8)

HDA-P M10 (25.1)HDA-T M10 (61.8)

HDA-P M10 (25.1)HDA-T M10 (61.8)

HDA-P M12 (34.2)HDA-T M10 (61.8)

HDA-P M16 (70.8)HDA-T M10 (61.8)

HDA-P M16 (70.8)HDA-T M10 (61.8)

HDA-P M16 (70.8)HDA-T M10 (61.8)HDA-T M12 (76.1)HDA-T M16 (133.2)

HDA-P M10 (50.2)HDA-T M10 (123.7)

HDA-P M10 (50.2)HDA-T M10 (123.7)

HDA-P M10 (50.2)HDA-T M10 (123.7)

HDA-P M10 (50.2)HDA-T M10 (123.7)

HDA-P M10 (50.2)HDA-T M10 (123.7)

HDA-P M10 (50.2)HDA-T M10 (123.7)

HDA-P M12 (68.5)HDA-P M16 (141.7)HDA-T M10 (123.7)HDA-T M12 (151.5)HDA-T M16 (220.3)

HDA-P M10 (50.2)HDA-T M10 (123.7)

HDA-P M10 (50.2)HDA-T M10 (123.7)

HDA-P M10 (50.2)HDA-T M10 (123.7)

HDA-P M10 (50.2)HDA-T M10 (123.7)

HDA-P M10 (50.2)HDA-T M10 (123.7)

HDA-P M10 (50.2)HDA-T M10 (123.7)

HDA-P M12 (68.5)HDA-P M16 (141.7)HDA-P M20 (224.0)HDA-T M10 (123.7)HDA-T M12 (152.2)HDA-T M16 (266.5)HDA-T M20 (357.2)

HDA-P M10 (75.4)HDA-T M10 (179.2)

HDA-P M10 (75.4)HDA-T M10 (179.2)

HDA-P M10 (75.4)HDA-T M10 (179.2)

HDA-P M10 (75.4)HDA-T M10 (179.2)

HDA-P M10 (75.4)HDA-T M10 (179.2)

HDA-P M10 (75.4)HDA-T M10 (179.2)

HDA-P M10 (75.4)HDA-P M12 (102.8)HDA-P M16 (212.5)HDA-T M10 (179.2)HDA-T M12 (204.2)HDA-T M16 (277.6)

HDA-P M10 (75.4)HDA-T M10 (185.5)

HDA-P M10 (75.4)HDA-T M10 (185.5)

HDA-P M10 (75.4)HDA-T M10 (185.5)

HDA-P M10 (75.4)HDA-T M10 (185.5)

HDA-P M10 (75.4)HDA-T M10 (185.5)

HDA-P M10 (75.4)HDA-T M10 (185.5)

HDA-P M10 (75.4)HDA-P M12 (102.8)HDA-P M16 (212.5)HDA-T M10 (185.5)HDA-T M12 (228.4)HDA-T M16 (346.0)

Anclaje para grandes cargas HSL/HSL-TZ

36

Características: Adecuado para hormigón fisurado (-TZ)Alta capacidad de cargaFuerza de expansión controladaAdecuado para cargas de impacto y sísmicasVersión B-TZ con control de par de aprieteNo gira dentro del taladro cuando se aprietaSección de plástico colapsable que permiteabsorber vanosRetirada fiable de la parte fijadaHomologado para centrales nucleares

HSL-TZ

HSL-G-TZ, HSL-G-R

HSL-B-TZ

Hormigón Hormigóntraccionado Fatiga Impacto Sismo Pequeña separación

borde/entre anclajesResistencia al fuego

(F120)Programa de

anclajes HILTI


HORMIGÓN NO FISURADO HORMIGÓN FISURADOMétrica M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24

Tracción NRec 8.3 12.2 16.8 28.0 37.6 51.2 5.4 7.9 10.9 18.2 24.4 33.3HSL-TZHSL-G-TZHSL-B-TZ Cortante VRec 9.6 15.2 22.6 41.1 55.0 81.0 9.6 15.2 22.6 41.1 55.0 81.0

Tracción NRec 7.5 10.9 13.8 22.2 34.1 - - - - - - -HSL-G-RCortante VRec 10.6 16.7 24.4 45.4 70.8 - - - - - - -


Métrica del anclaje M8/20 M8/40 M10/20 M10/40 M12/25 M12/50 M16/25 M16/50 M20/30 M20/60 M24/30 M24/60

HSL-TZ X X X X X X X X X X - -

HSL-G-TZ X X X X X X X X X X - -

HSL-B-TZ - - - - X X X X X X X X

HSL-G-R X - X - X - X - X - - -

Disponibilidad

HSL - - - - - - - - - - X X

d0 [mm] Diámetro de broca 12 15 18 24 28 32

h1 [mm] Profundidad de taladro 80 90 105 125 160 180

hnom [mm] Mín. profundidad de anclaje 69 79 94 113 143 155

tfix [mm] Espesor máximo a fijar 20 40 20 40 25 50 25 50 30 60 30 60

l [mm] Longitud del anclaje 97 117 109 129 130 155 152 177 190 220 205 235

hn [mm] Tuerca + arandela 7.5 10 11 14 17 19

Tinst [Nm] Par de apriete 25 50 80 120 200 250

Max.Van [mm] Vano máximo admisible 4 5 8 9 12 16

HSL-TZ / G-TZ 13 17 19 24 30 36 Sw [mm] Ancho de

llave HSL-B-TZ - - 24 30 36 41

dh [mm] Taladro en chapa 14 17 20 26 31 35

dw [mm] Diámetro de arandela 20 25 30 40 45 50

h [mm] Espesor mínimo mat base 120 140 160 180 220 270

Broca TE-

CX-12/17TX-12/33YX-12/35

CX-15/17TX-15/33YX-15/35

C-18/22STX-18/32YX-18/32

C-24/27STX-24/32YX-24/32

C-28/27TX-28/32YX-28/32

TX-32/37YX-32/37


Anclaje para grandes cargas HSL/HSL-TZ .

37

Datos básicos de carga (para un anclaje aislado): HSL-TZ, HSL-G-TZ, HSL-B-TZ

Resistencia de diseño Rºd en [kN], fck,cil = 25N/mm2

HORMIGÓN NO FISURADO HORMIGÓN FISURADOMétrica M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24Tracción Nd 11.5 16.9 23.3 38.9 52.2 71.1 7.5 11.0 15.1 25.3 33.9 46.2

30º 12.1 18.5 26.2 45.4 60.8 84.8 12.1 18.5 26.2 45.4 60.8 84.845º 12.5 19.2 27.6 48.3 64.8 91.8 12.5 19.2 27.6 48.3 64.8 91.8Carga

combinada60º 12.5 19.9 29.0 51.4 68.9 98.7 12.5 19.9 29.0 51.4 68.9 98.7

HSL-TZ-G-TZ-B-TZ

Cortante Vd 13.3 21.1 31.4 57.1 76.4 112.5 13.3 21.1 31.4 57.1 76.4 112.5Tracción Nd 10.4 15.1 19.1 30.9 47.3 63.5 - - - - - -

30º 11.9 17.9 24.1 41.8 64.6 78.0 - - - - - -45º 12.6 19.3 26.6 47.3 73.3 85.2 - - - - - -Carga

combinada60º 13.4 20.7 29.1 52.7 82.0 92.4 - - - - - -

HSL-GRM8-M20

HSLM24

Cortante Vd 14.9 23.5 34.1 63.6 99.3 106.9 - - - - - -

Resistencia de diseño para una aplicación específica

RRd,c = R0Rd ⋅ fB ⋅ fT ⋅ fA ⋅ fR

fA : Influencia de la distancia entre anclajesTracción / Cortante

Distancia entreanclajes, s[mm] M8 M10 M12 M16 M20 M24

65 0.6175 0.64 0.6185 0.68 0.64 0.60100 0.73 0.68 0.64 0.60130 0.83 0.77 0.71 0.66 0.60155 0.92 0.85 0.78 0.71 0.64 0.70180 1.0 0.93 0.84 0.76 0.68 0.72200 1.0 0.90 0.80 0.72 0.74250 1.0 0.91 0.80 0.79300 1.0 0.88 0.84350 1.0 0.97 0.89380 1.0 0.92430 1.0 0.97470 1.0

fT: Influencia de la profund. de empotramiento

nom

actT h

hf = nomactnom h1.5hh ⋅≤≤

hact profundidad de empotramiento real

fB: Influencia de la resistencia del hormigón

)30f)(90

1(01.01fact,ccB

−α

−⋅+=

]mm/N55fmm/N20[ 2act,cc

2 ≤≤

fR: Influencia de la distancia a bordeTracción, fRN Cortante, fRV

Métrica MétricaDistancia a borde

c [mm]M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24

70 0.60 0.4180 0.65 0.60 0.46 0.4195 0.72 0.67 0.60 0.55 0.48 0.40

115 0.82 0.75 0.67 0.61 0.67 0.58 0.49 0.41130 0.89 0.81 0.73 0.65 0.75 0.66 0.55 0.46145 0.96 0.88 0.78 0.69 0.60 0.84 0.73 0.62 0.51 0.41160 1.0 0.94 0.83 0.74 0.64 0.93 0.81 0.68 0.57 0.45175 1.0 0.88 0.78 0.67 1.0 0.89 0.74 0.62 0.49200 0.97 0.85 0.73 1.0 0.85 0.71 0.56225 1.0 0.93 0.79 1.0 0.96 0.80 0.63250 1.0 0.85 0.73 1.0 0.89 0.70 0.51275 1.0 0.90 0.78 1.0 0.97 0.77 0.60300 1.0 0.96 0.83 1.0 0.84 0.68325 1.0 0.88 1.0 0.91 0.77350 1.0 0.93 1.0 0.98 0.86390 1.0 1.0 1.0

Para cargas combinadas con influencia de distancia a borde:90

)ff(ff RVRNRNRα

⋅−−=α

En el borde de la base de hormigón debe existir una armadura que pueda absorber al menos 0.25 veces la cargadel anclaje si la distancia al borde es igual o menor que ccr.

Anclaje para grandes cargas HSL /HSL-TZ

38


(0-1000 kg)10-20 kN

(1000-2000 kg)20-30 kN

(2000-3000 kg)30-40 kN

(3000-4000 kg)40-50 kN

(4000-5000 kg)50-60 kN

(5000-6000 kg)>60 kN

(>6000 kg)

HSL-TZ M8 (8.2) HSL-TZ M10 (10.6)HSL-TZ M12 (10.4) - - - - -

HSL-TZ M8 (8.0) HSL-TZ M8 (10.2) - - - - -

HSL-TZ M8 (14.6)

HSL-TZ M8 (14.6)HSL-TZ M10 (17.4)HSL-TZ M12 (16.4)HSL-TZ M16 (18.6)HSL-TZ M20 (13.8)

- - - - -

HSL-TZ M8 (16.4) HSL-TZ M8 (16.4)HSL-TZ M12 (18.4) HSL-TZ M10 (20.8) - - - -

HSL-TZ M8 (14.4) HSL-TZ M8 (14.4)HSL-TZ M10 (16.8) - - - - -

HSL-TZ M8 (21.4) HSL-TZ M8 (21.4)HSL-TZ M8 (21.4)HSL-TZ M10 (25.0)HSL-TZ M12 (22.0)

- - - -

HSL-TZ M8 (21.0) HSL-TZ M8 (21.0) HSL-TZ M8 (21.0)HSL-TZ M10 (23.8) - - - -


(0-1000 kg)10-20 kN

(1000-2000 kg)20-30 kN

(2000-3000 kg)30-40 kN

(3000-4000 kg)40-50 kN

(4000-5000 kg)50-60 kN

(5000-6000 kg)>60 kN

(>6000 kg)

HSL-TZ M8 (12.6)HSL-TZ M8 (12.6)HSL-TZ M10 (16.2)HSL-TZ M12 (18.4)

HSL-TZ M16 (24.4) - - - -


- - - - -

HSL-TZ M8 (19.2) HSL-TZ M8 (19.2)

HSL-TZ M10 (30.0)HSL-TZ M12 (29.2)HSL-TZ M20 (24.6)

HSL M24 (21.6)

HSL-TZ M10 (30.0)HSL-TZ M16 (33.2) - - -

HSL-TZ M8 (25.2) HSL-TZ M8 (25.2) HSL-TZ M8 (25.2)HSL-TZ M10 (32.0)HSL-TZ M12 (32.8)HSL-TZ M16 (39.6)

- - -

HSL-TZ M8 (24.4) HSL-TZ M8 (24.4) HSL-TZ M8 (24.4) HSL-TZ M10 (31.2)HSL-TZ M12 (32.8) - - -

HSL-TZ M8 (37.8) HSL-TZ M8 (37.8) HSL-TZ M8 (37.8) HSL-TZ M8 (37.8) HSL-TZ M10 (47.8)HSL-TZ M12 (47.4) HSL-TZ M16 (55.4) -

HSL-TZ M8 (31.8) HSL-TZ M8 (31.8) HSL-TZ M8 (31.8)HSL-TZ M8 (31.8)HSL-TZ M10 (37.4)HSL-TZ M12 (38.6)

- - -

Anclaje para grandes cargas HSL/HSL-TZ .

39


Canto de26 cm

0-10 kN(0-1000 kg)

10-20 kN(1000-2000 kg)

20-30 kN(2000-3000 kg)

30-40 kN(3000-4000 kg)

40-50 kN(4000-5000 kg)

50-60 kN(5000-6000 kg)

>60 kN(>6000 kg)

HSL-TZ M8 (11.0)


- - - - -

HSL-TZ M8 (10.4)HSL-TZ M8 (10.4)

HSL-TZ M10 (12.4)HSL-TZ M12 (11.6)

- - - - -

Canto de30 cm

0-10 kN(0-1000 kg)

10-20 kN(1000-2000 kg)

20-30 kN(2000-3000 kg)

30-40 kN(3000-4000 kg)

40-50 kN(4000-5000 kg)

50-60 kN(5000-6000 kg)

>60 kN(>6000 kg)

HSL-TZ M8 (14.6)

HSL-TZ M8 (14.6)HSL-TZ M10 (17.4)HSL-TZ M12 (16.4)HSL-TZ M16 (18.6)HSL-TZ M20 (13.8)

- - - - -

HSL-TZ M8 (13.4)


- - - - -

Canto de35 cm

0-10 kN(0-1000 kg)

10-20 kN(1000-2000 kg)

20-30 kN(2000-3000 kg)

30-40 kN(3000-4000 kg)

40-50 kN(4000-5000 kg)

50-60 kN(5000-6000 kg)

>60 kN(>6000 kg)

HSL-TZ M8 (19.2) HSL-TZ M8 (19.2)HSL-TZ M20 (18.8)


- - - -

HSL-TZ M8 (16.6) HSL-TZ M8 (16.6)HSL-TZ M20 (18.4)


- - - -



(0-1000 kg)10-20 kN

(1000-2000 kg)20-30 kN

(2000-3000 kg)30-40 kN

(3000-4000 kg)40-50 kN

(4000-5000 kg)50-60 kN

(5000-6000 kg)>60 kN

(>6000 kg)

HSL-TZ M8 (17.4) HSL-TZ M8 (17.4) HSL-TZ M10 (25.4) HSL-TZ M12 (34.4) HSL-TZ M16 (57.4) HSL-TZ M16 (57.4) HSL-TZ M20 (69.4)

HSL-TZ M8 (19.2) HSL-TZ M8 (19.2) HSL-TZ M10 (30.0) HSL-TZ M10 (30.0) HSL-TZ M12 (40.2) HSL-TZ M16 (66.2)

HSL-TZ M16 (66.2)HSL-TZ M20 (78.8)HSL M24 (114.0)

HSL-TZ M24 (120.4)



HSL M24 (169.2)HSL-TZ M24 (179.2)



HSL M24 (216.4)HSL-TZ M24 (228.8)



HSL M24 (253.8)HSL-TZ M24 (268.8)



HSL M24 (284.8)HSL-TZ M24 (301.0)

Anclaje de seguridad HSC

40

Características: Sistema completoAnclaje por formaPequeña profundidad de empotramientoPequeña fuerza de expansiónPequeña distancia a borde / entre anclajesExtracción automática (sin útil especial)Marca en el anclaje para control de colocaciónMarca de profundidad en el casquilloApropiado para hormigón tracciónado

Hormigón Hormigóntraccionado Impacto Pequeña separación


(F120)Programa de

anclajes HILTI


HORMIGÓN NO FISURADO HORMIGÓN FISURADOMétrica M8x40 M8x50 M10x40 M12x60 M8x40 M8x50 M10x40 M12x60

Tracción NRec 6.2 8.7 6.2 11.4 4.3 6.1 4.3 8.0HSC-ACortante VRec 8.0 8.0 12.6 18.4 5.6 5.6 8.8 12.9Tracción NRec 6.2 8.7 6.2 11.4 4.3 6.1 4.3 8.0HSC-ARCortante VRec 7.0 7.0 11.1 16.1 4.9 4.9 7.8 11.3

Métrica M6x40 M8x40 M10x50 M10x60 M12x60 M6x40 M8x40 M10x50 M10x60 M12x60Tracción NRec 6.2 6.2 8.7 11.4 11.4 4.3 4.3 6.1 8.0 8.0HSC-ICortante VRec 4.4 6.2 7.5 7.5 8.9 3.1 4.3 5.3 5.3 6.2Tracción NRec 6.0 6.2 8.7 11.0 11.4 4.2 4.3 6.1 7.7 8.0HSC-IRCortante VRec 3.6 4.6 6.6 6.6 7.8 2.5 3.2 4.6 4.6 5.5


HSC-A HSC-I

Métrica del anclaje M8x40 M8x50 M10x40 M12x60 M6x40 M8x40 M10x50 M10x60 M12x60

d0 [mm] Diámetro de broca 14 16 18 14 16 18 20

h1 [mm] Profundidad de taladro 46 56 46 68 46 56 68 68

hnom [mm] Mín. profundidad de anclaje 40 50 40 60 40 50 60 60

tfix [mm] Espesor máximo a fijar 15 20 -

l [mm] Longitud del anclaje 71.5 81.5 79.5 103.5 43 43.5 54.5 64.5

Tinst [Nm] Par de apriete 10 10 20 30 10 20 30 30

Sw [mm] Ancho de llave 13 17 19 10 13 17 19

dh [mm] Taladro en chapa 9 11 13.5 6.6 9 11 13.5

h [mm] Espesor mínimo mat base 80 100 80 120 80 100 120 120

Broca TE-C-HSC-B- 14x40 14x50 16x40 18x60 14x40 16x40 18x50 18x60 20x60

Broca TE-C-HSC-MW- 14 16 18 14 16 18 20


HSC-A(R)

HSC-I(R)

Anclaje de seguridad HSC .

41

Datos básicos de carga (para un anclaje aislado): HSC


HORMIGÓN NO FISURADO HORMIGÓN FISURADOMétrica M8x40 M8x50 M10x40 M12x60 M8x40 M8x50 M10x40 M12x60

Tracción Nd 8.6 12.1 8.6 15.8 6.1 8.4 6.1 11.1HSC-ACortante Vd 8.0 8.0 12.6 18.4 7.7 7.7 12.2 17.7Tracción Nd 8.6 12.1 8.6 15.8 6.1 8.4 6.1 11.1HSC-ARCortante Vd 9.6 9.6 15.3 22.1 6.8 6.8 10.7 15.5

Métrica M6x40 M8x40 M10x50 M10x60 M12x60 M6x40 M8x40 M10x50 M10x60 M12x60Tracción Nd 8.6 8.6 12.1 17.3 15.8 6.1 6.1 8.4 12.1 11.1HSC-ICortante Vd 6.1 8.5 10.4 10.4 12.3 4.3 5.9 7.3 7.3 8.6Tracción Nd 8.3 8.7 12.1 15.1 15.8 5.8 6.1 8.4 10.6 11.1HSC-IRCortante Vd 4.9 6.4 9.1 9.1 10.8 3.4 4.4 6.4 6.4 7.5



fA :Influencia de la distancia entre anclajesTracción / Cortante

HSC-A / HSC-AR HSC-I / HSC-IRDistanciaentre anclajes

s[mm] M8x40

M8x50

M10x40

M12x60

M6x40

M8x40

M10x50

M10x60

M12x60

40 0.67 0.67 0.67 0.6750 0.71 0.67 0.71 0.71 0.71 0.6760 0.75 0.70 0.75 0.67 0.75 0.75 0.70 0.67 0.6770 0.80 0.74 0.80 0.70 0.80 0.80 0.74 0.70 0.7080 0.84 0.77 0.84 0.73 0.84 0.84 0.77 0.73 0.7390 0.88 0.81 0.88 0.75 0.88 0.88 0.81 0.75 0.75

100 0.93 0.84 0.93 0.78 0.93 0.93 0.84 0.78 0.78110 0.97 0.87 0.97 0.81 0.97 0.97 0.87 0.81 0.81120 1.0 0.91 1.0 0.84 1.0 1.0 0.91 0.84 0.84140 0.98 0.90 0.98 0.90 0.90160 1.0 0.95 1.0 0.95 0.95180 1.0 1.0 1.0


)30f)(90

1(01.01fact,ccB

−α

−⋅+=


2 ≤≤

fR: Influencia de la distancia a bordeHSC-A / HSC-AR HSC-I / HSC-IR

Tracción, fRN Cortante, fRV Tracción, fRN Cortante, fRV

Distanciaa bordec [mm] M8

x40M8x50

M10x40

M12x60

M8x40

M8x50

M10x40

M12x60

M6x40

M8x40

M10x50

M10x60

M12x60

M6x40

M8x40

M10x50

M10x60

M12x60

40 0.65 0.65 0.33 0.33 0.65 0.65 0.33 0.3350 0.74 0.65 0.74 0.65 0.41 0.33 0.41 0.74 0.74 0.65 0.65 0.65 0.41 0.41 0.3360 0.82 0.72 0.82 0.71 0.5 0.4 0.5 0.33 0.82 0.82 0.72 0.71 0.71 0.5 0.5 0.4 0.33 0.3370 0.91 0.79 0.91 0.77 0.58 0.46 0.58 0.39 0.91 0.91 0.79 0.77 0.77 0.58 0.58 0.46 0.39 0.3980 1.0 0.86 1.0 0.82 0.66 0.53 0.66 0.44 1.0 1.0 0.86 0.82 0.82 0.66 0.66 0.53 0.44 0.4490 0.93 0.88 0.74 0.59 0.74 0.5 0.93 0.88 0.88 0.74 0.74 0.59 0.5 0.5100 1.0 0.94 0.83 0.66 0.83 0.55 1.0 0.94 0.94 0.83 0.83 0.66 0.55 0.55110 1.0 0.91 0.73 0.91 0.61 1.0 1.0 0.91 0.91 0.73 0.61 0.61120 1.0 0.79 1.0 0.66 1.0 1.0 0.79 0.66 0.66140 0.92 0.77 0.92 0.77 0.77160 1.0 0.88 1.0 0.88 0.88180 1.0 1.0 1.0


)ff(ff RVRNRNRα

⋅−−=α


Anclaje de seguridad HST

42

Características: Alta capacidad de cargaFuerza de expansión controladaValido para cargas de impactoAdecuado para hormigón traccionadoSegmento triple de seguridad para optimizaresfuerzos en hormigónConformado en frio. Mas dúctilEnsayos de resistencia al fuegoMontado con tuerca y arandela

HST

HST-R

DITE 98/0001DITE 98/0002 Hormigón Hormigón

traccionado Impacto Pequeña separaciónborde/entre anclajes

Resistencia al fuego(F120)



HORMIGÓN NO FISURADO HORMIGÓN FISURADOMétrica M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24Tracción NRec 4.0 6.3 7,9 13,9 19,9 23,8 1.6 3,6 4,8 7,9 11,9 15,9HSTCortante VRec 6.2 11,4 17,1 28,6 29.6 44.8 6.2 11,4 17,1 28,6 29.6 44.8Tracción NRec 4.0 4.9 7.3 11.2 16.5 21.9 1.6 3.0 4.0 6.6 9.9 13.2HST-RCortante VRec 5,4 8,4 12,1 19,6 30,7 44,1 5,4 8,4 12,1 19,6 30,7 44,1


Métrica del anclaje

M8x

75

M8x

95

M8x

115

M10

x90

M10

x110

M10

x130

M12

x115

M12

x145

M12

x185

M12

x215

M16

x140

M16

x165

M16

x215

M16

x255

M16

x295

M20

x170

M20

x200

M24

x200

M24

x230

do [mm] Diámetro de broca 8 10 12 16 20 24

l [mm] Longitud del anclaje 75 95 115 90 110 130 115 145 185 215 140 165 215 255 295 170 200 200 230

lG [mm] Longitud de rosca 25 45 65 30 50 70 45 75 115 145 55 80 130 170 180 65 95 60 60


SW [mm] Ancho de llave 13 17 19 24 30 36

df [mm] Diámetro en chapa 9 12 14 18 22 26

h1 [mm] Min. Profundidad del taladro 65 80 95 115 140 170

hef [mm] Profundidad efectiva 46 60 68 82 101 125

tfix [mm] Máximo espesor a fijar 10 30 50 10 30 50 20 50 90 120 25 50 100 140 180 30 60 30 60

hmin [mm] Mínimo espesor del hormigón 100 120 140 160 200 250

Broca TE-CX-8TX-8

CX-10TX-10

CX-12TX-12YX-12

CX-16TX-16YX-16

C-20STX-20YX-20

C-24STX-24YX-24


hef t fix

hmin

h1

Marking

d 0

df

Tinst

Anclaje de seguridad HST .

43


NRd,p : rotura por arranqueNRd,c : rotura por cono de hormigónNRd,s : rotura del acero

NRd,p : Rotura por arranque




Métrica M8 M10 M12 M16 M20 M24N0

Rd,p [kN] Hormigón no fisurado 5.6 8.8 11.1 19.4 27.8 33.3HST

N0Rd,p [kN] Hormigón fisurado 2.3 5.0 6.7 11.1 16.7 22.2

N0Rd,p [kN] Hormigón no fisurado 5.6 6.9 10.2 15.7 23.1 30.6

HST-RN0

Rd,p [kN] Hormigón fisurado 2.3 4.2 5.6 9.3 13.9 18.5

fB : Influencia de la resistencia del hormigónTipo de hormigón C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60


fB 1 1.1 1.22 1.34 1.41 1.48 1.55





Métrica HST/HST-R M8 M10 M12 M16 M20 M24N0

Rd,c [kN] Hormigón no fisurado 7.3 10.4 13.0 17.4 23.7 32.6N0

Rd,c [kN] Hormigón fisurado 5.2 7.4 9.3 12.4 16.9 23.3

N,Af : Influencia de separación entre anclajesDistancia entre

anclajes, Métrica HST / HST-R

s [mm] M8 M10 M12 M16 M20 M2450 0.6870 0.75 0.70 0.6790 0.83 0.76 0.72 0.68

110 0.90 0.82 0.77 0.72 0.68130 0.97 0.87 0.82 0.76 0.71 0.67150 1.00 0.93 0.87 0.80 0.75 0.70170 0.99 0.92 0.85 0.78 0.73190 1.00 0.97 0.89 0.81 0.75210 1.00 0.93 0.85 0.78230 0.97 0.88 0.81250 1.00 0.91 0.83270 0.95 0.86290 0.98 0.89310 1.00 0.91330 0.94350 0.97380 1.00

N,Rf : Influencia de distancia a borde Distancia a

borde, Métrica HST / HST-R

c [mm] M8 M10 M12 M16 M20 M2455 0.8560 0.9070 1.00 0.8580 0.94 0.8490 1.00 0.91100 0.99110 1.00 0.92120 0.98130 1.00140 0.94150 0.99160 1.00170 0.93180 0.97190 1.00


Métrica M8 M10 M12 M16 M20 M24

NRd,s [kN] HST 12.8 21.3 28.7 50.0 46.9 90.1

NRd,s [kN] HST-R 8.0 13.8 19.1 30.9 48.9 70.0



N

cs

h

rec,p/c/s

Anclaje de seguridad HST

44


(0-1000 kg)10-20 kN

(1000-2000 kg)20-30 kN

(2000-3000 kg)30-40 kN

(3000-4000 kg)40-50 kN

(4000-5000 kg)50-60 kN

(5000-6000 kg)>60 kN

(>6000 kg)

HST M8 (10.7) HST M8 (10.7) HST M10 (22.8) HST M12 (33.6) - - -

HST M8 (9.7) HST M10 (22.8) HST M10 (22.8) HST M12 (31.4)HST M16 (34.3) - - -


HST M8 (18.6) HST M8 (18.6) HST M10 (28.2) HST M12 (30.6) - - -


HST M8 (27.9) HST M8 (27.9) HST M8 (27.9) HST M10 (33.6) HST M10 (33.6)HST M12 (36.7) - -

HST M8 (27.9) HST M8 (27.9) HST M8 (27.9) HST M10 (37.0) HST M10 (37.0) HST M12 (40.4)HST M16 (45.7) -


(0-1000 kg)10-20 kN

(1000-2000 kg)20-30 kN

(2000-3000 kg)30-40 kN

(3000-4000 kg)40-50 kN

(4000-5000 kg)50-60 kN

(5000-6000 kg)>60 kN

(>6000 kg)

HST M8 (12.4) HST M8 (12.4) HST M10 (22.8) HST M12 (34.2) HST M16 (46.3) - -

HST M8 (10.7) HST M8 (10.7) HST M10 (22.8) HST M12 (33.6) HST M16 (41.5) - -

HST M8 (12.4) HST M8 (12.4) HST M10 (22.8) HST M12 (34.2) HST M16 (52.2) HST M16 (52.2)HST M20 (58.2) -

HST M8 (18.6) HST M8 (18.6) HST M10 (34.2) HST M10 (34.2) HST M12 (41.2)HST M16 (46.6) - -

HST M8 (18.6) HST M8 (18.6) HST M10 (26.4) HST M12 (38.5) HST M16 (55.1) HST M16 (55.1) -

HST M8 (27.9) HST M8 (27.9) HST M8 (27.9) HST M10 (50.4) HST M10 (50.4) HST M10 (50.4)HST M12 (55.2) HST M16 (62.3)


Anclaje de seguridad HST .

45


Canto de26 cm

0-10 kN(0-1000 kg)

10-20 kN(1000-2000 kg)

20-30 kN(2000-3000 kg)

30-40 kN(3000-4000 kg)

40-50 kN(4000-5000 kg)

50-60 kN(5000-6000 kg)

>60 kN(>6000 kg)

HST M8 (11.2)

HST M8 (11.2)HST M10 (12.7)HST M12 (13.7)HST M16 (15.5)

- - - - -

HST M8 (12.4)


- - - - -

Canto de30 cm

0-10 kN(0-1000 kg)

10-20 kN(1000-2000 kg)

20-30 kN(2000-3000 kg)

30-40 kN(3000-4000 kg)

40-50 kN(4000-5000 kg)

50-60 kN(5000-6000 kg)

>60 kN(>6000 kg)

HST M8 (12.4)


- - - - -

HST M8 (12.4) HST M8 (12.4)HST M10 (18.7)

HST M12 (20.2)HST M16 (22.9) - - - -

Canto de35 cm

0-10 kN(0-1000 kg)

10-20 kN(1000-2000 kg)

20-30 kN(2000-3000 kg)

30-40 kN(3000-4000 kg)

40-50 kN(4000-5000 kg)

50-60 kN(5000-6000 kg)

>60 kN(>6000 kg)


HST M16 (22.1)HST M20 (24.7) - - - -

HST M8 (12.4) HST M8 (12.4)HST M10 (21.3)HST M12 (23.0)HST M16 (26.1)

- - - -



(0-1000 kg)10-20 kN

(1000-2000 kg)20-30 kN

(2000-3000 kg)30-40 kN

(3000-4000 kg)40-50 kN

(4000-5000 kg)50-60 kN

(5000-6000 kg)>60 kN

(>6000 kg)


HST M8 (12.4) HST M8 (12.4) HST M10 (22.8) HST M12 (34.2) HST M16 (53.4)HST M20 (59.1) HST M20 (59.1) HST M24 (85.3)

HST M8 (24.8) HST M8 (24.8) HST M8 (24.8) HST M10 (45.7) HST M10 (45.7) HST M12 (68.5)

HST M12 (68.5)HST M16 (96.2)

HST M20 (112.7)HST M24 (130.2)




HST M10 (68.5)HST M12 (102.8)HST M16 (139.0)HST M20 (157.9)HST M24 (175.1)


HST M10 (68.5)HST M12 (102.8)HST M16 (171.4)HST M20 (177.4)HST M24 (231.6)

Anclaje con rosca exterior HSA

46

Características: Alta capacidad de cargaFuerza de expansión controladaLarga longitud de roscaMarca en la cabeza para identificaciónSegmento triple de expansión para optimizaresfuerzos en hormigónConformado en frio. Mas dúctilResistencia contra el fuegoMontado con tuerca y arandela

HSA, HSA-F, HSA-R

DITE 99/0001DITE 99/0008 Hormigón Pequeña separación


(F120)Programa de

anclajes HILTI


Prof. de empotramiento estándar Prof. de empotramiento reducidaMétrica M6 M8 M10 M12 M16 M20 M6 M8 M10 M12 M16 M20Tracción NRec 2.0 4.0 4.0 7.1 13.9 19.8 1.1 3.6 4.0 4.5 7.9 11.9HSA

HSA-F Cortante VRec 2.6 4.6 7.1 10.1 18.9 29.6 2.4 4.6 7.1 10.1 18.9 29.6Tracción NRec 2.5 4.0 4.0 7.1 12.8 14.6 1.1 3.6 3.9 4.5 7.6 11.0HSA-RCortante VRec 2.8 5.2 8.1 11.9 22.4 35.0 2.8 5.2 8.1 11.9 22.4 35.0


Métrica del anclaje

M6x

50

M6x

65

M6x

85

M6x

100

M8x

57

M8x

75

M8x

92

M8x

115

M8x

137

M10

x68

M10

x90

M10

x108

M10

x120

M12

x80

M12

x100

M12

x120

M12

x150

M12

x180

M12

x220

M12

x240

M12

x300

M16

x100

M16

x120

M16

x140

M16

x190

M16

x240

M20

x125

M20

x170

HSA X X X X X X X X X X X X X X X X X X X X X X X X X X X X

HSA-R X X X - X X X X - X X - X X X X - - - - - X - X X - X XDisponibilidad

HSA-F - - - - - X - - - - X - - - X - - - - - - - - X - - - X

do [mm] Diámetro de broca 6 8 10 12 16 20

l [mm] Longitud del anclaje 50 65 85 100 57 75 92 115 137 68 90 108 120 80 100 120 150 180 220 240 300 100 120 140 190 240 125 170

Marca en la cabeza A C D E B C E G H C E F G D E G I L O P S E G I L P G K

lG [mm] Longitud del tornillo 15 30 50 65 20 35 52 75 97 25 42 60 72 30 45 65 95 125 165 180 180 35 50 70 120 170 45 85


SW [mm] Ancho de llave 10 13 17 19 24 30

df [mm] Diámetro en chapa 7 9 12 14 18 22

h1 [mm] Min. Prof del taladro - 55 - 65 - 70 - 95 - 115 - 130

hef [mm] Profundidad efectiva - 40 - 48 - 50 - 70 - 84 - 103

tfix [mm] Máximo espesor a fijar - 10 30 45 - 10 27 50 72 - 20 37 50 - 5 25 55 85 125 145 205 - 5 25 75 125 - 30

hmin [mm] Mín espesor hormigón - 100 - 100 - 100 - 140 - 170 - 210

h1 [mm] Min. Prof del taladro 45 50 60 70 90 105

hef [mm] Profundidad efectiva 30 35 42 50 64 78

tfix [mm] Máximo espesor a fijar 5 20 40 55 5 23 40 63 85 5 25 45 57 5 25 45 75 105 145 165 225 5 25 45 95 145 10 55

hmin [mm] Mín espesor hormigón 100 100 100 100 130 160

Broca TE-CX-6TX-6

CX-8TX-8

CX-10TX-10

CX-12TX-12YX-12

CX-16TX-16YX-16

C20STX-20YX-20


hef fix

hmin

h1

d 0 Tinst

Marking

t

df

Profundidad de colocación estándar

Profundidad de colocación reducida

Anclaje con rosca exterior HSA .

47


NRd,p : rotura por arranqueNRd,c : rotura por cono de hormigónNRd,s : rotura del acero

NRd,p : Rotura por arranque




Métrica M6 M8 M10 M12 M16 M20N0

Rd,p,sta [kN] Profundidad estándar 2.8 5.6 5.6 9.9 19.4 27.7HSA / HSA-F

N0Rd,p,red [kN] Profundidad reducida 1.6 5.0 5.6 6.3 11.1 16.7

N0Rd,p,sta [kN] Profundidad estándar 3.5 5.6 5.6 9.9 17.9 20.4

HSA-RN0

Rd,p,red [kN] Profundidad reducida 1.6 5.0 5.6 6.3 10.7 15.4

fB,N : Influencia de la resistencia del hormigónTipo de hormigón C20/25 C25/30 C30/37 C35/45 C40/50 C45/55 C50/60


fB,N 1 1.1 1.22 1.34 1.41 1.48 1.55





Métrica HST/HST-R M6 M8 M10 M12 M16 M20N0

Rd,c,sta [kN] Profundidad estándar 5.9 7.7 8.2 11.7 21.5 29.4HSA / HSA-F

N0Rd,c,red [kN] Profundidad reducida 3.3 4.8 6.3 7.1 14.3 19.2

N0Rd,c,sta [kN] Profundidad estándar 5.9 7.7 7.1 11.7 21.5 29.4

HSA-RN0

Rd,c,red [kN] Profundidad reducida 3.3 4.8 6.3 7.1 14.3 19.2

fA,N: Influencia de separación entre anclajes fRN,sta: Influencia dist. a bordeProf. empotramiento estándarDistancia

entreanclajess [mm]

M6 M8 M10 M12 M16 M20

40 0.6750 0.71 0.6755 0.73 0.69 0.6875 0.81 0.76 0.75 0.6790 0.88 0.81 0.80 0.71 0.68105 0.94 0.86 0.85 0.75 0.71 0.67120 1.00 0.92 0.90 0.79 0.74 0.69130 0.95 0.93 0.81 0.76 0.71144 1.00 0.98 0.84 0.79 0.73150 1.00 0.86 0.80 0.74180 0.93 0.86 0.79210 1.00 0.92 0.84230 0.96 0.87252 1.00 0.91280 0.95300 0.99309 1.00

Prof. Empotramiento reducidoDistanciaentre

anclajess [mm]

M6 M8 M10 M12 M16 M20

35 0.68 0.6755 0.78 0.76 0.7275 0.89 0.86 0.8090 0.96 0.93 0.86

100 1.00 0.98 0.90 0.83 0.76 0.71105 1.00 0.92 0.85 0.77 0.72120 0.98 0.90 0.81 0.76126 1.00 0.92 0.83 0.77140 0.97 0.86 0.80150 1.00 0.89 0.82180 0.97 0.88192 1.00 0.91200 0.93210 0.95230 0.99234 1.00

Prof. Empotramientoestándar

Distanciaa bordeC [mm] M6 M8 M10 M12 M16 M20

50 0.8760 1.00 0.8765 0.92 0.9072 1.00 0.9775 1.0090 0.89105 1.00 0.87120 0.96125 0.99 0.85126 1.00 0.86144 0.93150 0.98154 1.00

FRN,red = 1 para profundidad deempotramiento reducida


Métrica M6 M8 M10 M12 M16 M20

NRd,s [kN] HSA/HSA-F 5.4 9.2 17.2 24.5 43.7 63.8

NRd,s [kN] HSA-R 6.9 12.5 21.8 30.6 43.8 62.8



N

c s

h

rec,p/c/s

Anclaje con rosca exterior HSA

48


(0-1000 kg)10-20 kN

(1000-2000 kg)20-30 kN

(2000-3000 kg)30-40 kN

(3000-4000 kg)40-50 kN

(4000-5000 kg)50-60 kN

(5000-6000 kg)>60 kN

(>6000 kg)

HSA M6 (5.1)HSA M8 (9.2)

HSA M10 (11.7)HSA M12 (20.2) - - - - -

HSA M6 (5.1)HSA M8 (9.2) HSA M10 (10.8) HSA M12 (20.2) - - - -

HSA M6 (5.1)HSA M8 (9.2) HSA M10 (14.1) HSA M12 (20.2) HSA M16 (37.0) HSA M20 (41.1) - -

HSA M6 (7.7) HSA M8 (13.9) HSA M10 (21.2) HSA M12 (30.4) - - -

HSA M6 (7.7) HSA M8 (13.9) HSA M10 (21.2) HSA M12 (30.4) - - -

HSA M6 (11.5) HSA M6 (11.5) HSA M8 (20.8) HSA M10 (31.8)HSA M12 (36.6) - - -

HSA M6 (11.5) HSA M6 (11.5) HSA M8 (20.8) HSA M10 (31.8) HSA M12 (40.3) - -


(0-1000 kg)10-20 kN

(1000-2000 kg)20-30 kN

(2000-3000 kg)30-40 kN

(3000-4000 kg)40-50 kN

(4000-5000 kg)50-60 kN

(5000-6000 kg)>60 kN

(>6000 kg)

HSA M6 (5.1)HSA M8 (9.2) HSA M10 (13.6) HSA M12 (20.2) HSA M16 (37.8) HSA M20 (51.5) HSA M20 (51.5) -

HSA M6 (5.1)HSA M8 (9.2) HSA M10 (11.7) HSA M12 (20.2) HSA M16 (37.8) - - -


HSA M6 (7.7) HSA M8 (13.9) HSA M10 (21.2) HSA M12 (30.4) HSA M16 (46.8) HSA M20 (52.1) -

HSA M6 (7.7) HSA M8 (13.9) HSA M10 (21.2) HSA M12 (30.4) HSA M16 (55.5) HSA M16 (55.5) -

HSA M6 (11.5) HSA M6 (11.5) HSA M8 (20.8) HSA M10 (31.8) HSA M12 (45.6) HSA M16 (62.1) HSA M16 (62.1)HSA M20 (69.9)

HSA M6 (11.5) HSA M6 (11.5) HSA M8 (20.8) HSA M10 (31.8) HSA M12 (45.6) HSA M16 (63.4) HSA M16 (63.4)

Anclaje con rosca exterior HSA .

49


Canto de26 cm

0-10 kN(0-1000 kg)

10-20 kN(1000-2000 kg)

20-30 kN(2000-3000 kg)

30-40 kN(3000-4000 kg)

40-50 kN(4000-5000 kg)

50-60 kN(5000-6000 kg)

>60 kN(>6000 kg)

HSA M6 (5.1)HSA M8 (9.2)

HSA M10 (12.2)HSA M12 (13.7)HSA M16 (15.6)HSA M20 (17.4)

- - - - -

HSA M6 (5.1)HSA M8 (9.2)

HSA M10 (14.1)HSA M12 (17.6) - - - - -

Canto de30 cm

0-10 kN(0-1000 kg)

10-20 kN(1000-2000 kg)

20-30 kN(2000-3000 kg)

30-40 kN(3000-4000 kg)

40-50 kN(4000-5000 kg)

50-60 kN(5000-6000 kg)

>60 kN(>6000 kg)

HSA M6 (5.1)HSA M8 (9.2)

HSA M10 (14.1)HSA M12 (16.3)HSA M16 (18.5)

HSA M20 (20.5) - - - -

HSA M6 (5.1)HSA M8 (9.2) HSA M10 (14.1) HSA M12 (20.2)

HSA M16 (23.0) - - - -

Canto de35 cm

0-10 kN(0-1000 kg)

10-20 kN(1000-2000 kg)

20-30 kN(2000-3000 kg)

30-40 kN(3000-4000 kg)

40-50 kN(4000-5000 kg)

50-60 kN(5000-6000 kg)

>60 kN(>6000 kg)

HSA M6 (5.1)HSA M8 (9.2)

HSA M10 (14.1)HSA M12 (19.7)

HSA M16 (22.2)HSA M20 (24.7) - - - -

HSA M6 (5.1)HSA M8 (9.2) HSA M10 (14.1)

HSA M12 (20.2)HSA M16 (26.2)HSA M20 (29.2)

- - - -



(0-1000 kg)10-20 kN

(1000-2000 kg)20-30 kN

(2000-3000 kg)30-40 kN

(3000-4000 kg)40-50 kN

(4000-5000 kg)50-60 kN

(5000-6000 kg)>60 kN

(>6000 kg)



HSA M6 (10.2) HSA M6 (10.2)HSA M8 (18.5) HSA M10 (28.2) HSA M12 (40.5) HSA M12 (40.5) HSA M16 (75.7) HSA M16 (75.7)

HSA M20 (113.4)

HSA M6 (10.2) HSA M6 (10.2)HSA M8 (18.5) HSA M10 (28.2) HSA M12 (40.5) HSA M12 (40.5) HSA M16 (75.7) HSA M16 (75.7)

HSA M20 (118.5)

HSA M6 (15.4) HSA M6 (15.4) HSA M8 (27.8) HSA M10 (42.4) HSA M10 (42.4) HSA M12 (60.8)HSA M12 (60.8)HSA M16 (113.5)HSA M20 (158.0)

HSA M6 (15.4) HSA M6 (15.4) HSA M8 (27.8) HSA M10 (42.4) HSA M10 (42.4) HSA M12 (60.8)HSA M12 (60.8)HSA M16 (113.5)HSA M20 (177.8)

Anclaje con rosca interior HKD

50

Características: Rosca internaPequeña profundidad de colocaciónAnclaje enrasado con la superficie después dequitar la parte fijada (HKD-S)Posibilidad de aumentar profundidad deempotramiento (HKD-E)Expansión controladaMarca de colocación en la cabezaUtil especial de colocación

HKD-S, HKD-SR

HKD-E

Hormigón Resistencia al fuego(F120)



HORMIGÓN NO FISURADOMétrica M6x25 M8x30 M10x40 M12 M16 M20

Tracción NRec 2.4 3.8 5.0 8.5 11.5 16.0HKD-SHKD-E

HKD-SR Cortante VRec 2.0 3.2 4.4 8.1 12.9 19.5


Métrica del anclaje M6x25 M8x30 M10x40 M12 M16 M20

d0 [mm] Diámetro de broca 8 10 12 15 20 25

h1 [mm] Profundidad de taladro 27 33 43 54 70 85

hnom [mm] Mín. profundidad de anclaje

l [mm] Longitud del anclaje25 30 40 50 65 80

lG [mm] Longitud de rosca 11 13 15 18 23 34

Tinst [Nm] Par de apriete 5 10 20 40 80 160 hsmin [mm] Min. longitud de rosca 7.5 9.5 12 14 20 24.5

dh [mm] Taladro en chapa 7 9 11 13.5 17.5 22

h [mm] Espesor mínimo mat base 100 100 100 120 140 180

Broca TE-CX-8/17TX-8/23

CX-10/17TX-10/33

CX-12/17TX-12/33YX-12/35

CX-15/17TX-15/33YX-15/35

C-20/22STX-20/32YX-20/32

C-25/27STX-25/32YX-25/32


Anclaje con rosca interior HKD .

51

Datos básicos de carga (para un anclaje aislado): HKD-E, HKD-S, HKD-SR


HORMIGÓN NO FISURADOMétrica M6x25 M8x30 M10x40 M12 M16 M20

Tracción Nd 3.3 5.3 7.0 11.9 16.1 22.4HKD-S

HKD-E

HKD-SR Cortante Vd 2.8 4.5 6.2 11.3 18.1 27.3



N,Af : Influencia de la distancia entre anclajesTracción / CortanteDistancia

entreanclajess[mm]

M6x25 M8x30 M10x40 M12 M16 M20

50 0.7860 0.84 0.7880 0.95 0.87 0.78

100 1.0 0.96 0.85 0.78105 1.0 0.86 0.79130 0.95 0.86 0.78140 1.0 0.89 0.80160 0.94 0.84 0.78175 1.0 0.87 0.80200 0.93 0.85230 1.0 0.89245 0.92265 0.96315 1.0

fT: Influencia de la profund. de empotramiento

nom

actT h

hf = nomactnom h1.5hh ⋅≤≤

hact profundidad de empotramiento real


)30f)(90

1(01.01fact,ccB

−α

−⋅+=


2 ≤≤

fR: Influencia de la distancia a borde

Límite: cmin > 3.5 ⋅ hnom ⇒ fR = 1


)ff(ff RVRNRNRα

⋅−−=α


Anclaje con rosca interior HKD

52


(0-1000 kg)10-20 kN

(1000-2000 kg)20-30 kN

(2000-3000 kg)30-40 kN

(3000-4000 kg)40-50 kN

(4000-5000 kg)50-60 kN

(5000-6000 kg)>60 kN

(>6000 kg)

HKD M6 (4.0) - - - - - -

HKD M6 (3.8)HKD M8 (5.6) - - - - - -

HKD M6 (4.0)HKD M8 (6.4)

HKD M10 (8.8)- - - - - -

HKD M6 (8.0) - - - - - -

HKD M6 (7.6) HKD M8 (11.2) - - - - -

HKD M6 (12.0) HKD M6 (12.0) - - - - -

HKD M6 (11.4) HKD M8 (16.8) - - - - -


(0-1000 kg)10-20 kN

(1000-2000 kg)20-30 kN

(2000-3000 kg)30-40 kN

(3000-4000 kg)40-50 kN

(4000-5000 kg)50-60 kN

(5000-6000 kg)>60 kN

(>6000 kg)

HKD M6 (4.0)HKD M8 (6.4) - - - - - -

HKD M6 (4.0)HKD M8 (6.2)

HKD M10 (7.4)- - - - - -

HKD M6 (4.0)HKD M8 (6.4)

HKD M10 (8.8)HKD M12 (16.2) - - - - -

HKD M6 (8.0) HKD M8 (12.8) - - - - -

HKD M6 (8.0) HKD M8 (12.4)HKD M10 (14.8) - - - - -

HKD M6 (12.0) HKD M8 (19.2) - - - - -

HKD M6 (12.0) HKD M8 (18.6) HKD M10 (22.2) - - - -

Anclaje con rosca interior HKD .

53


Canto de26 cm

0-10 kN(0-1000 kg)

10-20 kN(1000-2000 kg)

20-30 kN(2000-3000 kg)

30-40 kN(3000-4000 kg)

40-50 kN(4000-5000 kg)

50-60 kN(5000-6000 kg)

>60 kN(>6000 kg)

HKD M6 (4.0)HKD M8 (6.4) - - - - - -

HKD M6 (4.0) - - - - - -

Canto de30 cm

0-10 kN(0-1000 kg)

10-20 kN(1000-2000 kg)

20-30 kN(2000-3000 kg)

30-40 kN(3000-4000 kg)

40-50 kN(4000-5000 kg)

50-60 kN(5000-6000 kg)

>60 kN(>6000 kg)

HKD M6 (4.0)HKD M8 (6.4)

HKD M10 (8.8)- - - - - -

HKD M6 (4.0)HKD M8 (6.4) - - - - - -

Canto de35 cm

0-10 kN(0-1000 kg)

10-20 kN(1000-2000 kg)

20-30 kN(2000-3000 kg)

30-40 kN(3000-4000 kg)

40-50 kN(4000-5000 kg)

50-60 kN(5000-6000 kg)

>60 kN(>6000 kg)

HKD M6 (4.0)HKD M8 (6.4)

HKD M10 (8.8)HKD M12 (16.2) - - - - -

HKD M6 (4.0)HKD M8 (6.4)

HKD M10 (8.8)- - - - - -



(0-1000 kg)10-20 kN

(1000-2000 kg)20-30 kN

(2000-3000 kg)30-40 kN

(3000-4000 kg)40-50 kN

(4000-5000 kg)50-60 kN

(5000-6000 kg)>60 kN

(>6000 kg)

HKD M6 (4.0)HKD M8 (6.4)

HKD M10 (8.8)HKD M12 (15.0) HKD M16 (21.2) - - - -

HKD M6 (4.0)HKD M8 (6.4)

HKD M10 (8.8)HKD M12 (16.2) HKD M16 (24.0) HKD M20 (33.2) - - -

HKD M6 (8.0) HKD M8 (12.8)HKD M10 (17.6) HKD M12 (32.4) HKD M12 (32.4) HKD M16 (44.8) HKD M20 (56.4) -

HKD M6 (8.0) HKD M8 (12.8)HKD M10 (17.6) HKD M12 (32.4) HKD M12 (32.4) HKD M16 (51.6) HKD M16 (51.6) HKD M20 (78.0)

HKD M6 (12.0) HKD M8 (19.2) HKD M10 (26.4) HKD M12 (48.6) HKD M12 (48.6) HKD M16 (65.6) HKD M16 (65.6)HKD M20 (80.4)

HKD M6 (12.0) HKD M8 (19.2) HKD M10 (26.4) HKD M12 (48.6) HKD M12 (48.6) HKD M16 (77.4) HKD M16 (77.4)HKD M20 (107.4)

analisis estructuralanclajesanclajes mecanicos

Documents