Brochure WBP

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Qualified Product Qualified Product and Ontime Delivery and Ontime Delivery

PT WASKITA BETON PRECAST

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C O N C R E T E

R O D U C T S

C O N C R E T E

R O D U C T S

B R O C H U R E

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Gambaran Umum

PT WASKITA BETON PRECAST

PT Waskita Karya (Persero) Tbk, terus melakukan upaya terbaik, melakukan inovasi dan terobosan

agar terus mendapatkan kepercayaan dalam menangani mega proyek dan hal ini mendorong

Waskita Karya untuk terus menemukan metode dan strategi pengembangan perusahaan yang

menjadikannya sebagai perusahaan jasa konstruksi terkemuka. Untuk mendukung hal tersebut,

Waskita Karya melakukan inovasi dan terobosan dalam pengembangan usaha produksi Beton

pada anak perusa

pada anak perusahaan yaitu PThaan yaitu PT. W. Waskita Beton Precaskita Beton Precast.ast.

Dengan Pengembangan Waskita Beton Precast, diharapkan memberikan peningkatan daya

saing bagi waskita karya dan untuk mendukung pemenuhan kebutuhan internal Waskita Karya

maupun pemenuhan kebutuhan eksternal.

Waskita Beton Precast didukung oleh tenaga-tenaga inti yang memiliki pengalaman dalam

bidangnya serta didukung oleh tenaga ahli yang siap melakukan kontrol produksi yang ketat

dan terus berinovasi dalam produksi. Produksi precast dibuat di Plant yang berada di

be-berapa lokasi diantaranya : DKI Jakarta, Banten, Jawa Barat, Jawa Tengah, Jawa Timur,

berapa lokasi diantaranya : DKI Jakarta, Banten, Jawa Barat, Jawa Tengah, Jawa Timur,

Sumatera Selatan dan Kalimantan.

Waskita Beton Precast terus berekspansi untuk membuka plant-plant baru untuk memenuhi

potensi pasar Beton Precast

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PRODUK PRECAST

1. Plant

Sumatera Selatan

• Jl. Soekarna Hatta

Palembang

2. Plant Jakarta

•

Cibitung

1

Cikarang Barat

•

Cibitung 2

Lemah Abang

• Cibitung 3 Pilar

3. Plant Jawa Barat

• Sadang

• Karawang

4. Plant Jawa Timur

•

Sidoarjo

1

3 4

2

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GIRDER PRODUCT

DIAPHRAGM WALL

SPUN PILE PRODUCT

SQUARE PILE

PRODUCT

C-I GIRDER

C-U GIRDER

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FULL SLAB PRODUCT

CCSP PRODUCT

VOIDED SLAB PRODUCT

FCSP PRODUCT

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SLAB CONCRETE

PRODUCT

CONCRETE BARRIER

CONCRETE RAIL WAY

CONCRETE PRODUCT

FOR DRAINAGE

-DITCH BOX C VERT -G TTER L-G TTER HALF SLAB DECK SLAB

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Kapasitas Batching Plant (BP)

60m3/Jam dan 90m3/Jam

1. BP Sumatera Selatan

• Jl. Soekarna Hatta (Palembang) • Komplek PUSRI (Palembang) 2. BP Jakarta

• T3 Cengkareng • Desari (Depok) 3. BP Jawa Barat

• Cikarang Barat (Cibitung) • Sadang (Purwakarta • Kalijati (Palimanan) 4. BP Jawa Timur • Sidoarjo • Pasuruan 5. BP Banten • Karawaci - Tangerang 6. BP Jawa Tengah • Pejagan 1 • Pejagan 2 - Banjaratma

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Edisi April 2015

Proyek Jalan Tol Gempol Porong Gempol - Pasuruan, Jawa Timur

Proyek Jalan Tol Ngurah rai Benoa, Bali

Proyek Jalan Tol

Cikampek - Palimanan, Jawa Barat

Proyek Dermaga Krakatau Bandar Samudera

Cilegon, Banten Proyek Normalisasi Kali Pesanggrahan, Jakarta

Proyek Jalan Tol

Bekasi - Cawang - Kampung Melayu Proyek Jembatan KNI

Kapuk Naga Indah

Fly Over Pegangsaan II DKI Jakarta

Jl. Protokol Halim Perdanakusuma No. 8, Jakarta Timur 13610 Phone. +62-21 29838020, 29838021, 29838022, 29838023

Fax +62-21 29838025

Home page : www.waskitaprecast.co.id Email : pemasaran_2@waskitaprecast.co.id

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Design and Manufacturing Reference

SNI 03-1725-1989 Recommendation for Design Loading of Highway Bridges

BMS 7 - 1992 Bridge Design Code

AASHTO - 2002 Standard Specification for Highway Bridges

ACI 318 - 2011 Building Code Requirements for Structural Concrete

SNI 03-2847-2002 Indonesian Concrete Code

H-90 H -125 H-160 H-170 H-210 H-230 Beam Spacing (cm) A - Class (Cube : 800 Kg/cm2) Span (m) H-90 H -125 H-160 H-170 H-210 H-230 230 230 230 230 230 230 230 230 185 185 140 140 140 230 230 230 230 230 230 230 230 230 230 230 185 185 185 140 140 140 140 140 140 230 230 230 185 185 140 140 140 140 140 140 230 230 230 230 230 230 230 185 185 185 185 185 140 140 230 230 230 230 185 185 140 140 140 230 230 230 230 230 230 230 185 185 185 140 140 140 140 230 230 230 185 185 140 140 140 140 140 230 230 140 230 230 230 230 230 185 185 140 140 140 140 140 185 185 230 230 230 140 140 140 140 140 185 185 185 185 185 140 140 140 140 230 230 230 185 185 185 185 185 140 140 52 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Beam Spacing (cm) A - Class (Cube : 500 Kg/cm2) Span (m)

BRIDGE CONCRETE PRODUCT

PC I GIRDER Classification

PC I GIRDER Shape and Dimension

Description

Type of girder : PC I Girder : PC U Girder : PC Voided Slab : PC Fullslab

Prestressing System : Post-tension, Pretension

Production System : Segmental, Non Segmental

h7 h8 h3 h4 70 h1 90 125 160 170 210 A mm 550 550 700 800 800 B mm 650 650 650 700 700 Tw1 mm 170 170 180 200 200 Tw2 mm - - 550 600 600 h1 mm 130 130 130 130 130 h2 mm 75 75 75 120 120 h3 mm 100 100 100 250 250 h4 mm 125 125 225 250 250 h5 mm - - 130 130 130 h6 mm - - 22 40 40 h7 mm 21 22 21 50 50 h8 mm 125 175 225 250 250 Type 2 Type 1 H (cm) Unit Notation 80 80 80 80 h2 70 Tw1 Tw2 Tw1 80 80 80 80 70 h5 h6 70 h1 h2 h3 h4 h7 h8 TYPE 1 EDGE SECTION TYPE 1 MIDDLE SECTION TYPE 2 EDGE SECTION TYPE 2 MIDDLE SECTION

PT WASKITA BETON PRECAST

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PC VOIDED SLAB Type 1 Classification

PC U GIRDER Shape and Dimension

Height (cm) A (mm) B (mm) H-120 H-130 H-140 H-165 H-175 H-185 130 230 330 130 230 330 1200 1300 1400 1650 1750 1850

PC VOIDED SLAB Type 2 Classification

: Concrete compressive strength 800 kg/cm2 (cube) : Concrete compressive strength 500 kg/cm2 (cube)

5 6 7 8 9 10 11 12 13 14 15 16 17

H-52,5 H-62,5

PC Fullslab Type A

PC Fullslab Type B

Standard distance center to center : 310 cm

: Concrete compressive strength 600 kg/cm2 (cube) : Concrete compressive strength 800 kg/cm2 (cube)

H-120 H-130 H-140 H-165 H-175 H-185 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Height (cm) Span (m)

: Concrete compressive strength 800 kg/cm2 (cube) : Concrete compressive strength 500 kg/cm2 (cube) H-57 H-62 H-66 Span (m) 6 7 8 9 10 11 12 13 14 15 16 5 Height (cm) PC Fullslab 1A 2A 1B 2B Span (m) 6975 6500 6975 6500 Type PC VS Type I Notation Unit H (mm) 570 620 660 Span (m) Height (cm) 525 625 PC VS Type I Notation H (mm) PC U GIRDER Classification

PC VOIDED SLAB Shape and Dimension

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Voided Slab Type 1

Voided Slab Type 2

Unit B mm 970 970 970 h mm 285 310 330 h1 mm 25 25 25 h2 mm 75 100 120 b mm 50 50 50 D mm 250 300 350 B mm 1200 1200 h mm 262.5 312.5 h1 mm 25 25 h2 mm 75 100 b mm 50 50 D mm 250 300 D D D D D h2 h1 970 (=B) b h H h h2 h1 1200 (=B) b h H h H _≤ 1400 MM 80 80 330 920 80 80 330 70 100 950 100 300 200 250 1000 250 200 400 540 2 00 2 50 1000 25 0 2 00 400 540 80 80 330 740 80 80 330 70 100 500 100 300 2460 2160 100 200 50 350 2470 1870 100 200 50 350

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PC SPUN PILE CONCRETE PRODUCT

Specification of Material

Item Reference Description Specification Aggregate ASTM C33 - 1999 Standard Specification for Concrete

Aggregate

NI 2 PBI - 1971 Indonesian Concrete Code

Cement SNI 15-2049 - 2004 Portland Cement Standard product : Type I Special order : Type II or V Adimixture ASTM C494 - 1985 Standard Specification for Chemical

Adimixture for Concrete

Type F : Water reducing adimixtures

Concrete SNI 03-2847 - 2002 Indonesian Concrete Code Conpressive strength at : 28 days : 600kg/cm² (cube)

PC Wire JIS G 3536 - 1999 Uncoated Stress-Relleved Steel Wire and strand for Prestressed Concrete

SWPD 1

PC Bar JIS G 3137 - 1994 Small Size Deformed Steel Bars for Prestressed Concrete

SBPDL 1275 / 1420

Spiral Wire JIS G 3532 - 2000 Low Carbon Steel Wire SWMA / SWMP Join Plate JIS G 3101 - 2004 Rolled Steel for General Structure SS - 400

Welding ANSI / AWS D1.1 - 1990 Str uctural Welding Code-steel AWS AS.1 / E6013 NIKKO STEEL RB 26 / RD 260, LION 26, or equivalent

Shape and Dimension

Design and Manufacturing References

Description

Length (L) D D D JOINT PLATE BOTTOM PILE MIDDLE PILE PENCIL SHOE D JOINT PLATE UPPER PILE JOINT PLATE JOINT PLATE PILE HEAD MASSIVE Length (L) D SINGLE PILE PENCIL SHOE Length (L) Length (L) Length (L) PILE HEAD MASSIVE

PT WASKITA BETON PRECAST

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C WIRE / BAR

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Classification

(mm) (mm) (cm²) (kg/m) (m) (ton.m) (ton.m) (ton)

A2 2,50 3,75 72,60 A3 3,00 4,50 70,75 B 3,50 6,30 67,50 C 4,00 8,00 65,40 A1 3,50 5,25 93,10 A3 4,20 6,30 89,50 B 5,00 9,00 86,40 C 6,00 12,00 85,00 A2 5,50 8,25 121,10 A3 6,50 9,75 117,60 B 7,50 13,50 114,40 C 9,00 18,00 111,50 A1 7,50 11,25 149,50 A2 8,50 12,75 145,80 A3 10,00 15,00 143,80 B 11,00 19,80 139,10 C 12,50 25,00 134,90 A1 10,50 15,75 185,30 A2 12,50 18,75 181,70 A3 14,00 21,00 178,20 B 15,00 27,00 174,90 C 17,00 34,00 169,00 A1 17,00 25,50 252,70 A2 19,00 28,50 249,00 A3 22,00 33,00 243,20 B 25,00 45,00 238,30 C 29,00 58,00 229,50 A1 40,00 60,00 412,00 A2 45,00 67,50 408,20 A3 49,00 73,50 400,70 B 55,00 99,00 385,20 C 65,00 117,00 373,10 A1 75,00 112,50 614,40 A2 81,00 121,50 606,40 A3 95,00 142,50 589,30 B 105,00 189,00 571,20 C 120,00 216,00 555,70 A1 120,00 180,00 759,10 A2 134,00 201,00 791,10 A3 156,00 234,00 768,00 B 170,00 306,00 736,70 C 200,00 360,00 718,20 1000 3,782 946 6 - 24 1200 4,948 1,237 6 - 24 140 150 600 1,571 393 6 - 16 800 2,564 641 6 - 24 100 120 450 930 232 6-16 500 1,159 290 6 - 16 80 90 350 582 145 6-15 400 766 191 6-16 65 75

Bending Moment Allowable Axial Load Crack Ultimate 300 452 113 6-13 Outside Diameter D Wall Thickness T Class Concrete Cross Section Unit Weight Length L 60

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Classification

Description

Type of pile : Prestressed Concrete Square Pile Splice system : Welded at steel joint plate

Type of shoe : Pencil (Standard Product) Method of Driving : Diesel or Hydraulic Hammer

ACI 543R : Design, Manufacture and Installation of Concrete Pile

.

NI 2 PBI - 1971 : Indonesia Concrete Code

Design and Manufacturing References

PC SQUARE PILE CONCRETE PRODUCT

Bending Moment Cracking (Ton.m) Nominal (Ton.m) Dimension (D) (cm) Class Unit Weight (kg/m) Allowable Axial Load (Ton) 2.24 2.50 2.76 3.84 4.81 5.77 25 x 25 A B C 156 81.4079.62 77.92 3.62 3.95 4.33 4.88 5.77 6.92 8.30 10.38 30 x 30 A B C D 225 118.59 116.76 114.66 111.60 5.22 5.91 6.58 7.24 7.30 9.69 12.11 14.53 35 x 35 A B C D 306 163.98 160.68 157.45 154.32 7.84 8.64 9.43 11.65 11.07 13.83 16.61 24.91 40 x 40 A B C D 400 213.96 210.60 207.32 198.01 11.11 12.02 12.90 14.63 15.57 18.68 21.80 28.02 45 x 45 A B C D 506 270.98 267.61 264.30 257.88 15.07 16.08 17.08 18.06 20.76 24.21 27.68 31.13 50 x 50 A B C D 625 335.12 331.72 328.38 325.09 Length of Pile (L) (m) 6 - 12 6 - 14 6 - 16 6 - 12 6 - 14 6 - 16 6 - 18 6 - 12 6 - 14 6 - 16 6 - 18 6 - 14 6 - 16 6 - 18 6 - 20 6 - 14 6 - 16 6 - 18 6 - 20 6 - 14 6 - 16 6 - 18 6 - 20

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SPIRAL WIRE PRESTRESSING STEEL

Type of Diesel Hummer

Single Pile

Jointed Pile

Pile

Dimension

25 x 25 30 x 30 35 x 35 40 x 40 45 x 45 50 x 50 K 13 K 13 K 25 K 25 / K 35 K 35 / K 45 K 45 / KB 45 K 13 / K 25 K 25 / K35 K 35 K 35 / K 45 K 45 / KB 45 K 45 / KB 45 / KB 60 DETAIL SPLICE CROSS SECTION JOINT PLATE WELDED ON AROUND PRESTRESSING STEEL PRESTRESSING STEEL LIFTING HOOK SPIRAL WIRE PRESTRESSING STEEL LIFTING HOOK SPIRAL WIRE PRESTRESSING STEEL LIFTING HOOK SPIRAL WIRE L 1 S P T L 1 L 2 LIFTING HOOK LIFTING HOOK PRESTRESSING STEEL LIFTING HOOK SPIRAL WIRE D S P T L 1 L 2

LIFTING HOOK LIFTING HOOK

L 1 S P T L 1 L 2 L 1 S P T L 1 L 2 Se ection of Pi e Drive

SHAPE AND DIMENSION

MI LE PILE

T T

UPPER PILE

JOINT PLATE

SINGLE PILE BOTTOM PILE

JOINT PLATE PILE HEAD MA IVE JOINT PLATE UPPER PILE BOTTOM PILE PRESTRESSING STEEL

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Type Height H (mm) Thickness t (mm) Width W (mm) Cross Section (cm²) Moment of Inertia 4 (cm ) Unit Weight (Kg/m) Crack Moment (Ton.m) ₈ ₉ _{10 11 12 13 14 15 16 17 18 19 20 21} W-325 A 1000 B W-350 A 1000 B W-400 A 1000 B W-450 A 1000 B W-500 A 1000 B W-600 A 1000 B 325 350 400 450 500 600 110 120 120 120 120 120 996 996 996 996 996 996 1315 1468 1598 1835 1818 2078 134261 139432 248685 353354 462362 765907 329 368 400 459 455 525 11.4 13.3 15.6 17.0 20.1 23.4 26.9 30.7 35.2 40.4 50.6 59.6 JIS A 5326 - 1988 JIS A 5325 - 1990 SNI 03-2847-2002 JIS A 5373 - 2010

Prestressed Concrete Sheet Piles Reinforced Concrete Sheet Piles Indonesian Concrete Code

Precast Prestressed Concrete Product

- Male - female (Standard) Water tight joint (Special order)

- CCSP (Corrugated Concrete Sheet Pile) Prestressed - FCSP (Flat Concrete Sheet Pile) Prestressed

- FRSP (Flat Reinforced Sheet Pile)

- Vibro or Diesel Hammer (Standard)

- Vibro Hammer and Water Jet (Special Order)

Length (m)

RETAINING WALL CONCRETE PRODUCT

Head

Height

orrugated oncrete Sheet Pile ( SP) Prestressed

Shape and Dimension

Specificati n

Design and Manufacturing Reference

Type of Sheet Pile

Method of Driving

ling hole Length (L) Tip Width (w) Thickness (t)

PT WASKITA BETON PRECAST

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Lifting point

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tip

Specification

FRSP - 220 A 500 FRSP - 320 A 500 FRSP - 220 B 500 FRSP - 320 B 500 500 500 500 500 220 320 220 320 Type W i ( m m ) Thickness (mm)

Flat Reinforced oncrete Sheet Pile (FRSP)

oncrete ompressive Strength: 350 kg / cm²

oncrete ompressive Strength: 500 kg / cm²

ngth ( ) Width ( ) ip Width ( ) Thick ss ( ) Thickn ss ( ) tip ngth ( )

Flat oncrete Sheet Pile (F SP) Prestressed

Specification

Type FCSP-220 A 500 B C D E F G FCSP-320 A 500 B C D E F G H I J K L M N Width W (mm) Thickness t (mm) Unit Weight (kg/m) Bending Moment Crack (Ton.m) Ultimate (Ton.m) Length L (mm) 500 220 280 3.32 5.39 6 - 14 3.70 4.05 4.39 4.71 5.22 5.97 6.74 8.09 9.44 10.79 10.96 13.70 500 320 400 6.05 7.85 6 - 14 6.65 7.24 7.81 8.37 8.91 9.43 9.94 10.43 10.91 11.37 11.81 12.24 13.38 9.81 11.77 13.73 15.59 17.65 19.61 21.57 23.54 25.52 27.46 29.42 31.38 31.88 280 400 280 400 1.45 3.22 1.7 3.61 4 - 10 4 - 12 4 - 10 4 - 12 Unit Weight (Kg/m) rack M m en t (T n.m Length (m

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PC SQUARE PILE CONCRETE PRODUCT

_{BOX CULVERT (Gorong - Gorong Kotak)}

SHAPE AND DIMENSION

Type A1 A T1 T2 C L X (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Kg) 400 x 400 x 1200 BC 400 400 400 85 85 570 1200 80 515 500 x 500 x 1200 BC 500 500 500 90 90 680 1200 85 665 600 x 600 x 1200 BC 600 600 600 95 95 790 1200 90 860 800 x 800 x 1200 BC 800 800 800 110 110 1020 1200 105 1285 1000 x 1000 x 1200 BC 1000 A 1000 1000 125 125 1250 1200 120 1760 1000 x 1500 x 1200 BC 1000 B 1000 1500 170 170 1340 1200 150 2558 1000 x 2000 x 1200 BC 1000 C 1000 2000 180 180 1360 1200 170 3185 1200 x 1200 x 1200 BC 1200 1200 1200 142 142 1484 1200 140 2430 1500 x 1500 x 1200 BC 1500 1500 1500 165 165 1784 1200 160 3600 2000 x 1000 x 1200 BC 2000 A 2000 1000 180 180 2360 1200 170 4025 2000 x 1500 x 1200 BC 2000 B 2000 1500 200 200 2400 1200 190 4818 2000 x 2000 x 1200 BC 2000 C 2000 2000 210 210 2420 1200 200 5775 2000 x 2500 x 1200 BC 2000 D 2000 2500 230 230 2460 1200 210 6865 2000 x 3000 x 1200 BC 2000 E 2000 3000 250 250 2500 1200 230 8175 Dimension Size (mm)

Wide x Depth x Length

Approx. Weight SPECIFICATION

Production method : Wet Cast with High Frequency Vibration (with Steam Curing)

Concrete Quality : K-350

Reinforcement : Yield Strength ≥4500 Kg/cm²

: Tensile Strength≥5000 Kg/cm²

Water Cement Ratio : 0,5

Effektive Length : 1200 mm x x C T2 A1 T2 A T1 T1

PT WASKITA BETON PRECAST

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PC SQUARE PILE CONCRETE PRODUCT

_{SALURAN TERBUKA TIPE U ( U-Ditch)}

SHAPE AND DIMENSION

Spesifikasi

Metode Produksi : Cetak basah dengan getaran Mutu beton : K-350

Baja tulangan : Tegangan leleh≥4500 Kg/cm² : Tegangan tarik≥5000 Kg/cm² Rasio air semen : 0,5

Panjang efektif : 1200 mm Lubang Angkat Lifting Hole T T _A C B A1 t t1

PT WASKITA BETON PRECAST

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SHAPE AND DIMENSION

Lubang Angkat Lifting Hole T T _A C B A1 t t1

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PC SQUARE PILE CONCRETE PRODUCT

STANDAR COVER U-DITCH TIPE A&B

Cover U-Ditch Standar Tipe B untuk Beban Ringan

Cover U-Ditch Standar Tipe A untuk Beban Berat

L

W

R T

Tebal Lebar Pan jan g Coakan

T (mm) W (mm) L (mm) R (mm) U300 102 390 600 55 U400 122 500 600 57 U500 132 640 600 78 U600 142 740 600 78 U800 152 940 600 78 U1000 152 1180 600 106 U1200 152 1390 600 117 U1400 180 1620 600 130 U1600 200 1840 600 140

Dim ens i U-ditch

Dim en s i Cov er U-ditch

Tebal Lebar Panjang Coakan

T (mm) W (mm) L (mm) R (mm) U300 75 390 600 55 U400 90 500 600 57 U500 90 640 600 78 U600 100 740 600 78 U 800 100 940 600 78 U1000 120 1180 600 106 U1200 120 1390 600 117 U1400 150 1620 600 130 U1600 180 1840 600 140 Dimensi U-ditch

Dimensi Cover U-ditch

PT WASKITA BETON PRECAST

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Qualified Product and

Ontime Delivery

PT WASKITA BETON PRECAST

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O N R E T E

READYMIX

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Waskita Precast Division operates a dedicated ready-mixed

concrete plant in several area at Indonesia.

All concrete is manufactured relevant with ASTM standards.

Our Ready Mixed Concrete serve all the variant of concrete

strength spesification (low up to height strength concrete).

Jl. Protokol Halim Perdanakusuma No. 8, Jakarta Timur 13610 Phone. +62-21 29838020, 29838021, 29838022, 29838023

Fax +62-21 29838025

Home page : www.waskitaprecast.co.id Email : pemasaran_2@waskitaprecast.co.id .

Our Batching Plant apacity are 60m3/hour and 90m3/hour

ibitung Plant

Gempol Plant

asuruan Plant

Sadang Plant

Jakarta Plant

oncrete

Ready-mixed concrete consists of three basic components: cement, aggregates (coarse and fine) and water. A wide range of high performance admixtures can also be utilised to achieve specific characteristics

or properties

READYMIX ON RETE

Facilities

Batching Plant omputer ontrolled, Wet System Laboratorium at area Plant

Truck Mixer oncrete Pump

HEAD OFFI E - GRAHA DIRGANTARA BUILDING