Qualified Product and Ontime Delivery
PT WASKITA BETON PRECAST
PT WASKITA BETON PRECAST
Gambaran Umum 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 perusahaan perusa haan yaitu PT. PT. Waskita Waskita Beton Precast. Prec 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 beberapa 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 dan Readymix.
LOKASI PLANT
2 1 3
4
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
PRODUK PRECAST
GIRDER PRODUCT
SQUARE PILE PRODUCT
SPUN PILE PRODUCT
DIAPHRAGM WALL
CCSP PRODUCT
FCSP PRODUCT
FULL SLAB PRODUCT
VOIDED SLAB PRODUCT
SLAB CONCRETE PRODUCT
CONCRETE BARRIER
CONCRETE RAIL WAY
CONCRETE PRODUCT FOR DRAINAGE
Kapasitas Batching Plant (BP) 60m3/Jam dan 90m3/Jam 1. BP • • 2. BP • • 3. BP • • • 4. BP • • 5. BP • 6. BP • •
Sumatera Selatan Jl. Soekarna Hatta (Palembang) Komplek PUSRI (Palembang) Jakarta T3 Cengkareng Desari (Depok) Jawa Barat Cikarang Barat (Cibitung) Sadang (Purwakarta Kalijati (Palimanan) Jawa Timur Sidoarjo Pasuruan Banten Karawaci - Tangerang Jawa Tengah Pejagan 1 Pejagan 2 - Banjaratma
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 Jembatan KNI Kapuk Naga Indah
Proyek Normalisasi Kali Pesanggrahan, Jakarta
Proyek Jalan Tol Bekasi - Cawang - Kampung Melayu
Proyek Dermaga Krakatau Bandar Samudera Cilegon, Banten
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 :
[email protected]
BRIDGE CONCRETE PRODUCT
PT WASKITA BETON PRECAST .
Description
Design and Manufacturing Reference SNI 03-1725-1989 BMS 7 - 1992 AASHTO - 2002 ACI 318 - 2011 SNI 03-2847-2002
Type of girder
: :
Recommendation for Design Loading of Highway Bridges Bridge Design Code Standard Specification for Highway Bridges Building Code Requirements for Structural Concrete Indonesian Concrete Code
: :
Prestressing System Production System
: :
PC I Girder PC U Girder PC Voided Slab PC Fullslab Post-tension, Pretension Segmental, Non Segmental
PC I GIRDER Shape and Dimension 80
H (cm)
80
80
Notation
80
80
80
170
210
550
550
700
800
800
70
B
mm
650
650
650
700
700
h2
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
h3
h4
mm
125
125
225
250
250
h4
h5
mm
-
-
130
130
130
h6
mm
-
-
22
40
40
h7
mm
21
22
21
50
50
h8
mm
125
175
225
250
250
70
h5
h1 h6
h2
h1
Tw2
Tw1
Tw1
h7
h3
h7 h8
Type 2
mm
80
70
Type 1
A
70 80
Unit
h8
h4
EDGE SECTION
MIDDLE SECTION
EDGE SECTION
MIDDLE SECTION
TYPE 1
TYPE 1
TYPE 2
TYPE 2
90
125
160
PC I GIRDER Classification Beam Spacing (cm)
Span (m)
A - Class (Cube : 800 Kg/cm2) H-90
H -125
16 17
185
230
140
18
140
19 20
140
H-160
H-170
Beam Spacing (cm)
Span (m)
H-210
H-230
A - Class (Cube : 500 Kg/cm2) H-90
H -125
H-160
H-170
H-210
H-230
185
230
230
16 17
140
230
230
18
140
230
230 230
19 20
230 185
21
230
21
185
22
230
22
140
230 230
23
230
23
140
230
24 25
185
230
140
230
185
26
26
27
140 140
230 230
24 25
230
27
230 185
230
28
140
230
28
185
230
29
230
29
185
230
30
230
30
140
230
31
230
31
32 33
230 230
32 33
140 140
230 185
230
140
185
230
34
34
35
230 185
230
35
140 140
230 230
36
185
230
36
140
230
37
185
230
37
140
185
230
38
140
185
38
185
39 40
140
185 140
140 140
230 230
230 230
230
185 185
230
39 40
140
230
41
140
185
140
140
230
42
140
185
140
140
230
140
140
230
43 44
185 140
230 230
45 46
140
47 48 49
41
140 140
42 43 44 45 46
185 185
47 48 49
185
230
185
185
185 140 140
185 185 185
140
140
50 51 52
230
50 51 52
140
185
140 140 140 140
PC U GIRDER Shape and Dimension 80
80
80
80
920
330
80
330
80
80 740
330
70 100 100
80 330
Height (cm)
A (mm)
B (mm)
H-120
130
1200
540
H-130
230
1300
400
H-140
330
1400
H-165
130
1650
H-175
230
1750
H-185
330
1850
70 100 100
500 540 950 400 300
300 1000 2 00 1000 200
250
250
25 0
2 50
2 00
H ≤ 1400 MM
200
PC U GIRDER Classification Standard distance center to center : 310 cm
Span (m)
Height (cm)
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
H-120 H-130 H-140 H-165 H-175 H-185
: Concrete compressive strength 800 kg/cm2 (cube)
: Concrete compressive strength 600 kg/cm2 (cube)
PC VOIDED SLAB Shape and Dimension b
PC VOIDED SLAB Type 1 Classification
h2 h1
h D
D
Span (m)
Height (cm) H
5
6
7
8
9
10
11
12
13
14
15
16
17
H-57
h
H-62 H-66
970 (=B) b
Voided Slab Type 1
: Concrete compressive strength 800 kg/cm2 (cube)
h2 h1
PC VOIDED SLAB Type 2 Classification
h D
D
D
: Concrete compressive strength 500 kg/cm2 (cube)
Span (m)
Height (cm)
H h
5
6
7
8
9
10
11
12
13
14
15
16
17
H-52,5 1200 (=B)
H-62,5
Voided Slab Type 2
: Concrete compressive strength 800 kg/cm2 (cube)
: Concrete compressive strength 500 kg/cm2 (cube)
PC VS Type I H (mm)
Notation
Unit
570
620
660
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
PC Fullslab Type A 1870
100 350
200
50
PC Fullslab 2470
PC VS Type I Notation
Unit
H (mm)
525
625
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
PC Fullslab Type B 2160
100 350
200
50 2460
Type
Span (m)
1A
6975
2A
6500
1B
6975
2B
6500
PC SPUN PILE CONCRETE PRODUCT Description
Design and Manufacturing References
PT WASKITA BETON PRECAST .
Shape and Dimension Length (L)
PILE HEAD MASSIVE
D PENCIL SHOE
SINGLE PILE Length (L) PILE HEAD MASSIVE
JOINT PLATE
D
Length (L)
JOINT PLATE
UPPER PILE JOINT PLATE
D
MIDDLE PILE
D
Length (L)
D JOINT PLATE PENCIL SHOE
BOTTOM PILE Length (L)
Specification of Material Item
Reference
Description
Specification
Aggregate
ASTM C33 - 1999 NI 2 PBI - 1971
Standard Specification for Concrete Aggregate 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
Classification Outside Diameter D
Wall Thickness T
(mm)
(mm)
Concrete Cross Section
Unit Weight
Length L
Crack
Ultimate
Allowable Axial Load
(cm²)
(kg/m)
(m)
(ton.m)
(ton.m)
(ton)
2,50
3,75
72,60
3,00
4,50
70,75
3,50
6,30
67,50
C
4,00
8,00
65,40
A1
3,50
5,25
93,10
4,20
6,30
89,50
5,00
9,00
86,40
C
6,00
12,00
85,00
A2
5,50
8,25
121,10
6,50
9,75
117,60
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
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
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
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
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
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
156,00
234,00
768,00
B
170,00
306,00
736,70
C
200,00
360,00
718,20
Class
A2
300
350
400
450
500
600
800
1000
1200
60
65
75
80
90
100
120
140
150
A3 B
A3 B
A3 B
A3
A3
A3
A3
A3
A3
452
582
766
930
1,159
1,571
2,564
3,782
4,948
113
145
191
232
290
393
641
946
1,237
6 - 13
6 - 15
6 - 16
6 - 16
6 - 16
6 - 16
6 - 24
6 - 24
6 - 24
Bending Moment
PC SQUARE PILE CONCRETE PRODUCT
PT WASKITA BETON PRECAST
Description Type of pile Splice system Type of shoe Method of Driving
: : : :
Prestressed Concrete Square Pile Welded at steel joint plate Pencil (Standard Product) Diesel or Hydraulic Hammer
Design and Manufacturing References ACI 543R
: Design, Manufacture and Installation of Concrete Pile : Indonesia Concrete Code
.
NI 2 PBI - 1971
Classification Dimension (D) (cm)
Class
25 x 25
A B C
30 x 30
A B C D
35 x 35
A B C D
40 x 40
A B C D
45 x 45
A B C D
50 x 50
A B C D
Unit Weight (kg/m)
Bending Moment Cracking (Ton.m)
Nominal (Ton.m)
Allowable Axial Load (Ton)
Length of Pile (L) (m)
156
2.24 2.50 2.76
3.84 4.81 5.77
81.40 79.62 77.92
6 - 12 6 - 14 6 - 16
225
3.62 3.95 4.33 4.88
5.77 6.92 8.30 10.38
118.59 116.76 114.66 111.60
6 6 6 6
-
12 14 16 18
306
5.22 5.91 6.58 7.24
7.30 9.69 12.11 14.53
163.98 160.68 157.45 154.32
6 6 6 6
-
12 14 16 18
400
7.84 8.64 9.43 11.65
11.07 13.83 16.61 24.91
213.96 210.60 207.32 198.01
6 6 6 6
-
14 16 18 20
506
11.11 12.02 12.90 14.63
15.57 18.68 21.80 28.02
270.98 267.61 264.30 257.88
6 6 6 6
-
14 16 18 20
625
15.07 16.08 17.08 18.06
20.76 24.21 27.68 31.13
335.12 331.72 328.38 325.09
6 6 6 6
-
14 16 18 20
D
1 L
1 L
2 L
1 L
1 L
LIFTING HOOK
LIFTING HOOK
LIFTING HOOK
LIFTING HOOK
PRESTRESSING
PRESTRESSING
PRESTRESSING
PRESTRESSING
STEEL
STEEL
STEEL
STEEL
SPIRAL WIRE
2 L
LIFTING HOOK
SPIRAL WIRE
2 L
SPIRAL WIRE
LIFTING HOOK
2 L
SPIRAL WIRE
LIFTING HOOK
1 L
1 L
1 L
T P S
T P S
T P S
LIFTING HOOK
T P S
PRESTRESSING PRESTRESSING
PRESTRESSING
STEEL
STEEL
STEEL
JOINT PLATE
UPPER PILE WELDED ON AROUND
SPIRAL WIRE
JOINT PLATE
CROSS SECTION
DETAIL SPLICE BOTTOM PILE
Pile Dimension
Type of Diesel Hummer Single Pile
Jointed Pile
25 x 25
K 13
K 13 / K 25
30 x 30
K 13
K 25 / K35
35 x 35
K 25
K 35
40 x 40
K 25 / K 35
K 35 / K 45
45 x 45
K 35 / K 45
K 45 / KB 45
50 x 50
K 45 / KB 45
K 45 / KB 45 / KB 60
RETAINING WALL CONCRETE PRODUCT - CCSP (Corrugated Concrete Sheet Pile) Prestressed - FCSP (Flat Concrete Sheet Pile) Prestressed - FRSP (Flat Reinforced Sheet Pile)
- Male - female (Standard) Water tight joint (Special order)
- Vibro or Diesel Hammer (Standard)
PT WASKITA BETON PRECAST
- Vibro Hammer and Water Jet (Special Order)
.
JIS A 5326 - 1988
Prestressed Concrete Sheet Piles Reinforced Concrete Sheet Piles Indonesian Concrete Code Precast Prestressed Concrete Product
JIS A 5325 - 1990 SNI 03-2847-2002 JIS A 5373 - 2010
Height Thickness (t)
Width (w)
Tip
Head
Height
Type W-325 A 1000
Height Thickness H t (mm) (mm) 325
110
Width W (mm) 996
Cross Moment Section of Inertia 4 (cm²) (cm ) 1315
134261
Unit Weight (Kg/m)
Crack Moment (Ton.m)
329
11.4
B W-350 A 1000
13.3
350
120
996
1468
139432
368
B W-400 A 1000
17.0
400
120
996
1598
248685
400
B W-450 A 1000
450
120
996
1835
353354
459
B
26.9 30.7
500
120
996
1818
462362
455
35.2 40.4
B W-600 A 1000
20.1 23.4
B W-500 A 1000
15.6
600
120
996
2078
765907
525
50.6 59.6
Length (m) 8
9
10 11 12 13 14 15 16 17 18 19 20 21
Specification
( )
( )
Type
Thickness t (mm)
Unit Weight (kg/m)
Crack (Ton.m)
FCSP-220 A 500
500
220
280
3.32
5.39
B
3.70
6.74
C
4.05
8.09
D
4.39
9.44
E
4.71
10.79
F
5.22
10.96
G
5.97
13.70
6.05
7.85
B
6.65
9.81
C
7.24
11.77
D
7.81
13.73
E
8.37
15.59
F
8.91
17.65
G
9.43
19.61
H
9.94
21.57
I
10.43
23.54
J
10.91
25.52
K
11.37
27.46
L
11.81
29.42
M
12.24
31.38
N
13.38
31.88
FCSP-320 A 500
tip
( )
()
()
(
)
Bending Moment
Width W (mm)
500
320
400
Ultimate (Ton.m)
Length L (mm) 6 - 14
6 - 14
PC SQUARE PILE CONCRETE PRODUCT BOX CULVERT (Gorong - Gorong Kotak)
PT WASKITA BETON PRECAST .
C
T2
A1
SPECIFICATION
Production method Concrete Quality
: Wet Cast with High Frequency Vibration (with Steam Curing) : K-350
Reinforcement
: Yield Strength
x x
T2
T1
: Tensile Strength ≥5000 Kg/cm² Water Cement Ratio : 0,5 Effektive Length : 1200 mm
T1
A
≥4500 Kg/cm²
SHAPE AND DIMENSION Dimension
Size (mm) Wide x Depth x Length
Type
Approx.
A1
A
T1
T2
C
L
X
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
Weight
(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
PC SQUARETERBUKA PILE CONCRETE SALURAN TIPE UPRODUCT ( U-Ditch)
PT WASKITA BETON PRECAST
Spesifikasi Metode Produksi : Cetak basah dengan getaran Mutu beton : K-350
.
Baja tulangan T
A
T
: Tegangan tarik ≥5000 Kg/cm² Rasio air semen : 0,5 Panjang efektif : 1200 mm
t1
Lubang Angkat Lifting Hole
A1
B
t
C
SHAPE AND DIMENSION
: Tegangan leleh ≥4500 Kg/cm²
T
A
T
t1
Lubang Angkat Lifting Hole
A1
B
t
C
SHAPE AND DIMENSION
PC SQUARE CONCRETE STANDARPILE COVER U-DITCH PRODUCT TIPE A&B
L
W
PT WASKITA BETON PRECAST T
.
R
Cover U-Ditch Standar Tipe A untuk Beban Berat Dim en s i Cov er U-ditch Dim ens i U-ditch
Tebal
Lebar
Pan jan g
Coakan
T (mm)
W (mm)
L (mm)
R (mm)
U 300
102
390
600
55
U 400
122
500
600
57
U 500
132
640
600
78
U 600
142
740
600
78
U 800
152
940
600
78
U 1000
152
1180
600
106
U 1200
152
1390
600
117
U 1400
180
1620
600
130
U 1600
200
1840
600
140
Cover U-Ditch Standar Tipe B untuk Beban Ringan Dimensi Cover U-ditch Dimensi U-ditch
Tebal
Lebar
Panjang
Coakan
T (mm)
W (mm)
L (mm)
R (mm)
U 300
75
390
600
55
U 400
90
500
600
57
U 500
90
640
600
78
U 600
100
740
600
78
U 800
100
940
600
78
U 1000
120
1180
600
106
U 1200
120
1390
600
117
U 1400
150
1620
600
130
U 1600
180
1840
600
140
Qualified Product and Ontime Delivery
PT WASKITA BETON PRECAST .
Waskita Precast Division operates a dedicated ready-mixed concrete plant in several area at Indonesia.
PT WASKITA BETON PRECAST
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).
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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 :
[email protected]
