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LIFTING EYE BOLTS LIFTING T-SHAPED BOLTS LIFTING ...Lifting Eye Bolts -For vertical lifting- CHI...

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1217 1218 Plastics 2012 Non JIS material definition is listed on P.13591360. Delivery days depend on subsidiary. P.45 Mold Accessories 1 V Delivery days depend on subsidiary. X P.45 Lifting T-shaped Bolts Part Number L E C H S(KTB) KTA12 KTB16 196 438 E95 E215 C10 C15 H176 H408 S10 LIFTING EYE BOLTSLIFTING T-SHAPED BOLTS Lifting Eye BoltsFor vertical liftingCHI C D 45 ° B Type A Type a H e da b M R 90 ° ± 30' g 45°lifting Vertical lifting R SS400 Bolt precision JIS1168 R S50C How to Mount Fasten the eye bolt lightly by hand until its seat firmly sits on the plate. Part Number d1 1 CHI 6 9 17 8 11 17 10 13 20 12 16 24 16 20 30 20 24 34 24 28 42 30 36 50 36 42 60 42 48 70 48 56 76 V When using two-bolts of the eye bolts, set them in the same direction. Caution Bad example These applications shown below should never be practiced. TB B t M M×P φd=M L H T A A R1 R2 Hexagon nut A-A cross section Engraving M B t 8 13 6.5 10 17 8 12 19 10 16 24 13 20 30 16 R SS400 Bolt precision JIS1168 P Hexagon nut M×P (Coarse thread) H R1 R2 T R N/1P {kgf/1P} Part Number L U/Price Type M 119 M 8×1.25 8 2 3 80 22 686 { 70} TB 8 100 M10×1.5 8 3 5 80 28 981 {100} 10 110 M12×1.75 8 3 5 90 34 1471 {150} 12 125 M16×2.0 10 5 6 100 45 2942 {300} 16 135 M20×2.5 10 5 8 120 50 3923 {400} 20 160 Load {kgf}Load N×0.101972 CHI To be quoted on price & lead time above Max. Q'ty. X P.45 TB Quantity discount rate X P.45 Quantity 119 2049 5099 100200 Rate 5% 10% 15% V To be quoted on price & lead time above Max. Q'ty. Part Number L CHI10 TB12 125 Bad example These applications shown below should never be practiced. How to Mount (Lifting T-shaped Bolts) Fasten the T-shaped bolt lightly by hand, and tighten the nut until it firmly sits on the plate. Tightening the nut this way allows you to freely adjust the T-bar orientation. Caution Side lifting Two-bolts lifting KTA (For two-plate mold) KTB (For three-plate mold) 1 H C0.30.5 2-φd M A L C E C0.30.5 C0.30.5 1 1 2 T 90° φd B S E M φd A C L H Max. load N {kgf} A T d1 B d2 1 Part Number 1mm increments Type M L E C H S 2058 {210} 30 36 13 13 16 25 KTA (For two-plate mold) KTB (For three-plate mold) 12 100350 CS40EL 2 920 9LCH20 OS15 Required for KTB only 4312 {440} 40 52 18 18 20 30 16 124460 CS50EL 2 1225 12LCH25 5978 {610} 45 60 22 22 24 35 20 150470 CS60EL 2 1525 15LCH25 V The maximum load values are based on maximum L size with a safety factor of 10. Do not overload. Load {kgf}Load N×0.101972 V Calculate KTA's E size with S0. Applicable bolts: JIS B 1176 or JIS B 1180 of strength rank 12.9 or 10.9. X P.46 3 V Delivery days depend on subsidiary. X P.45 Quantity discount rate X P.45 Quantity 119 2049 5099 100200 Rate 5% 10% 15% V To be quoted on price & lead time above Max. Q'ty. KTB LIFTING BARS FOR MOLD M×P (Coarse thread) a b C D H e g R da Maximum allowance load N {kgf} Part Number U/Price Slide Unit Price A: Vertical 1 Pc. B: 45°2 Pcs. Type M 119 2049 5099 100200 M 6×1.0 24.9 14.5 5.2 12.8 28.45 15 3 4.7 1.0 7.9 392 {40} 392 {40} CHI 6 M 8×1.25 32.6 20 6.3 16 33.3 15 3 6 1.0 9.2 785 {80} 785 {80} 8 M10×1.5 41 25 8 20 41.5 18 4 7.7 1.2 11.2 1471 {150} 1471 {150} 10 M12×1.75 50 30 10 25 51 22 5 9.4 1.4 14.2 2157 {220} 2157 {220} 12 M16×2.0 60 35 12.5 30 60 27 5 13 1.6 18.2 4413 {450} 4413 {450} 16 M20×2.5 72 40 16 35 71 30 6 16.4 2 22.4 6178 {630} 6178 {630} 20 M24×3.0 90 50 20 45 90 38 8 19.6 2.5 26.4 9316 {950} 9316 {950} 24 M30×3.5 110 60 25 60 110 45 8 25 3 33.4 14710 {1500} 14710 {1500} 30 M36×4.0 133 70 31.5 70 131.5 55 10 30.3 3 39.4 22555 {2300} 22555 {2300} 36 M42×4.5 151 80 35.5 80 150.5 65 12 35.6 3.5 45.6 33342 {3400} 33342 {3400} 42 M48×5.0 170 90 40 90 170 70 12 41 4 52.6 44130 {4500} 44130 {4500} 48 Load {kgf}Load N×0.101972 90 ° 90 ° ± 30´ 1 M φd 1 5 ° 5 ° 5 ° 5 ° Side lifting Side lifting Vertical lifting using a single rope for two eye bolts. ( ) Quotation Quotation Quotation Quotation V Non JIS material definition is listed on P.1359 - 1360
Transcript
Page 1: LIFTING EYE BOLTS LIFTING T-SHAPED BOLTS LIFTING ...Lifting Eye Bolts -For vertical lifting- CHI C D 45 A Type B Type a e H da b M R 90 ± 30' ℓ g Vertical lifting 45 lifting

1217 1218Plastics 2012 Non JIS material de�nition is listed on P.1359-1360.Delivery days depend on subsidiary. P.45

Mold Accessories

1V Delivery days depend on subsidiary. XP.45

Lifting T-shaped Bolts

Part Number - L - E - C - H - S(KTB)KTA12KTB16

--

196438

--

E95E215

--

C10C15

--

H176H408 - S10

LIFTING EYE BOLTS/LIFTING T-SHAPED BOLTS

Lifting Eye Bolts-For vertical lifting- CHI

CD

45°

B TypeA Type

a

He

da

b

MR

90 °±30'

g

45°liftingVertical lifting

R SS400Bolt precision JIS1168

R S50C■How to MountFasten the eye bolt lightly by hand until its seat firmly sits on the plate.

Part Number d1 ℓ1

CHI

6 9 17 8 11 1710 13 2012 16 2416 20 3020 24 3424 28 4230 36 5036 42 6042 48 7048 56 76

V When using two-bolts of the eye bolts, set them in the same direction.  Caution

Bad exampleThese applications shown below should never be practiced.

TB

B tM

M×P

φd=M

LH

T

A

A

R1

R2

Hexagon nut

A-A cross section

EngravingM B t 8 13 6.510 17 812 19 1016 24 1320 30 16

R SS400Bolt precision JIS1168

P Hexagon nut

M×P(Coarse thread)

H R1 R2 T RN/1P

{kgf/1P}Part Number L U/PriceType M 1~19

M 8×1.25 8 2 3 80 22 686 { 70}

TB

8 100 M10×1.5 8 3 5 80 28 981 {100} 10 110 M12×1.75 8 3 5 90 34 1471 {150} 12 125 M16×2.0 10 5 6 100 45 2942 {300} 16 135 M20×2.5 10 5 8 120 50 3923 {400} 20 160

・ Load {kgf}=Load N×0.101972

・ CHITo be quoted on price & lead time above Max. Q'ty. X P.45・ TB■Quantity discount rate X P.45Quantity 1~19 20~49 50~99 100~200

Rate - 5% 10% 15%V To be quoted on price &

lead time above Max. Q'ty.

Part Number - L

CHI10TB12 - 125

Bad example These applications shown below should never be practiced.

■How to Mount(Lifting T-shaped Bolts)

Fasten the T-shaped bolt lightly by hand, and tighten the nut until it firmly sits on the plate.※Tightening the nut this way allows you to freely adjust the T-bar orientation.

 Caution

Side lifting Two-bolts lifting

KTA (For two-plate mold)

KTB (For three-plate mold)

1

H C0.3~0.5

2-φdM

A

LC

E

C0.3~0.5

C0.3~0.5

1

1

2

ℓT

90°φd

B

SE

M φd

A

CLH

Max. loadN {kgf}

A T d1 B d2 ℓ1Part Number 1mm increments

Type M L E C H S

2058 {210} 30 36 13 13 16 25 KTA(For two-plate mold)

KTB(For three-plate mold)

12 100~350 C+S+40≦E≦L2 9~20 9≦L-C-H≦20 O<S≦15

Required for KTB

only

4312 {440} 40 52 18 18 20 30 16 124~460 C+S+50≦E≦L2 12~25 12≦L-C-H≦25

5978 {610} 45 60 22 22 24 35 20 150~470 C+S+60≦E≦L2 15~25 15≦L-C-H≦25

V The maximum load values are based on maximum L size with a safety factor of 10. Do not overload. ・ Load {kgf}=Load N×0.101972

V Calculate KTA's E size with S=0.・ Applicable bolts: JIS B 1176 or JIS B 1180 of strength rank 12.9 or 10.9.

X P.46

3V Delivery days depend on subsidiary. XP.45

■Quantity discount rate X P.45Quantity 1~19 20~49 50~99 100~200

Rate - 5% 10% 15%V To be quoted on price &

lead time above Max. Q'ty.

KTB

LIFTING BARS FOR MOLD

M×P(Coarse thread) a b C D H ℓ e g R da

Maximum allowance load N {kgf} Part Number U/Price Slide Unit PriceA: Vertical 1 Pc. B: 45°2 Pcs. Type M 1~19 20~49 50~99 100~200

M 6×1.0 24.9 14.5 5.2 12.8 28.45 15 3 4.7 1.0 7.9 392 {40} 392 {40}

CHI

6 M 8×1.25 32.6 20 6.3 16 33.3 15 3 6 1.0 9.2 785 {80} 785 {80} 8 M10×1.5 41 25 8 20 41.5 18 4 7.7 1.2 11.2 1471 {150} 1471 {150} 10 M12×1.75 50 30 10 25 51 22 5 9.4 1.4 14.2 2157 {220} 2157 {220} 12 M16×2.0 60 35 12.5 30 60 27 5 13 1.6 18.2 4413 {450} 4413 {450} 16 M20×2.5 72 40 16 35 71 30 6 16.4 2 22.4 6178 {630} 6178 {630} 20 M24×3.0 90 50 20 45 90 38 8 19.6 2.5 26.4 9316 {950} 9316 {950} 24 M30×3.5 110 60 25 60 110 45 8 25 3 33.4 14710 {1500} 14710 {1500} 30 M36×4.0 133 70 31.5 70 131.5 55 10 30.3 3 39.4 22555 {2300} 22555 {2300} 36 M42×4.5 151 80 35.5 80 150.5 65 12 35.6 3.5 45.6 33342 {3400} 33342 {3400} 42 M48×5.0 170 90 40 90 170 70 12 41 4 52.6 44130 {4500} 44130 {4500} 48

・ Load {kgf}=Load N×0.101972

90°

90°±30´

1 M

φd1

ℓ 5°5 ° 5°

Side liftingSide liftingVertical lifting using a single rope for two eye bolts.

( )Q

uota

tio

nQ

uota

tio

n

Quo

tati

on

Quo

tati

on

V Non JIS material definition is listed on P.1359 - 1360

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