36
visiONTo be a Leading Company
engaged in the business of providingEngineering, Production, Installation (EPI)
in Concrete Industry in Southeast Asia miSsiON1. Providing competitive products and services,
and meeting customer expectations.
2. Providing more value through business processes that meet and fulfill the requirements and expectations of stakeholders.
3. Carrying out appropriate management and technology systems to improve the efficiency, consistency of quality, occupational safety and health with environmentally conscious.
4. Growing and developing together with working partners in a sound and sustainable manner.
5. Developing competence and welfare of employees.
Business activities in precast concrete products were initiated by PT Wijaya Karya since 1978. The robust economic growth and developments in Indonesia at that time accelerated the growth of precast concrete products business. To anticipate it, PT Wijaya Karya continued to expand its business operations by setting up new plants/factories and creating variety of the products.
In order to enhance its operations and professionalism, PT Wijaya Karya Beton Tbk. (Wika Beton) was established as a subsidiary company of PT Wijaya Karya on March 11, 1997.
As the Market Leader in the industry in Indonesia, Wika Beton is supported by its operation network which consists of 10 (ten) plants/ factories, and several sales offices scattered throughout Indonesia. The operation network is created to ensure the customers’ satisfaction.
To keep up with the industry’s needs and customers’ satisfaction, Wika Beton run its operation in accordance with the current requirement such as ISO 9001:2015, occupational safety and health, etc.
PRECAST CONCRETE PRODUCTS
Precast concrete products are commonly used in the construction nowadays. Almost all of the structures require it.It is simply because the use of precast concrete has lot of advantages.
It is fast. The components of the structures, which is made of precast concrete, can be simultaneously manufactured with the other construction activities. Hence, it saves time.
It is economical and durable. Initially, we use timber or steel in some of the structures. The use of timber will need more frequent replacement, as it is not strong and does not last long. Steel is becoming expensive. Moreover those materials require maintenance, whereas concrete is maintenance free.
Flexibility in shape. The shape can be produced in accordance to the requirement.
Quality assured. The production are centralized in one place and can be easily controlled.
Wika PC Spun Pile is produced by the process of spinning. The high level of concrete compactness as a result of centrifugal force causes Wika PC Spun Pile to have high durability and permeability to with stand certain environment condition.
PC Spun Pile is designed to bear various types of structures. It is used among others on high-rise buildings, industrial buildings, marine structures, bridges, etc.
PC Spun Square Piles is a hollow square pile which is produced by the process of spinning. The pile can be used for deep foundation of structures, such as high-rise buildings, industrial buildings, bridge, marine structures, etc. It has many advantages compared with normal square piles.
The bearing capacity is relatively equal to the normal square pile although it requires less usage of material. It is lighter so that it can reduce transportation cost.
The latest product innovation is the post tension segmental spun pile product. The pile consists of several segments that are assembled into one pile with post tension technology. The advantages of using post tension spun pile is to meet the needs of the pole with a large diameter (up to 2 m) and length adjust to the needs without using connection. Usually used as foundation on the dock structure.
These products are used as the components of fly over or bridge structures. Initially the beams were produced only in ”I” shape. Presently, we produce box girders, U-girders, etc. and also produce voided slab, concrete diaphragm, half slab as complement of the structures.
Based on the process of stressing, girder are produce in two methods pretension and posttension, subject to the conditions and requirements. The pretensioned girders is a monolithic girder which is economical as it does not require additional prestressing accessories and prestressing process at the construction site.
Post-tensioned girder is produced in segments and normally assembled and post tensioned at site. The segmental girder is required when the weight and size of girder does not enable it to be lifted and transported.
Prestressed Concrete Sheet Pile was initially produced in flat shape. PC Corrugated Sheet Pile is subsequently produced to get a better performance for certain conditions.
PC sheet pile is normally used as permanent structures of retaining walls like quay walls, revetments, jetties, break waters, reclamation walls, training dykes, foot protection, dolphins, dock walls, cut off walls, river embankments, water control gates, etc.
The preference of using concrete sheet pile is for the convenience and the low cost in its construction/installation work.
The application of precast concrete products in marine structures has an additional advantages. Not only do we have faster and more economical construction work, it also make the job easier. The construction work will be more complicated if there is still cast in site concrete work.
Concrete Piles, Sheet Piles, Girders, Slabs, etc. are required for structures like wharf/jetty, bridge, break water, etc.
Railway sleeper produced by Wika Beton is monoblock pretensioned concrete sleeper using the single line production system. The production method developed by Wika Beton is flexible and suitable for the conditions in Indonesia.
The other products related to railway are catenary poles, slab for railway bridge, ballast protection wall, railway crossing, etc.
The Prestressed Spun Concrete Pole (PC Pole) produced using the centrifugal method constitutes the last generation of the electrical pole development in Indonesia. From wooden pole, steel pole and square concrete pole, prestressed spun concrete pole were subsequently introduced. This type of concrete pole is produced in various types for low-voltage, medium-voltage and high voltage electrical distribution networks. To facilitate handling in remote areas, Wika Poles are also produced in segments.
Wika Beton also produce other type of standard products as well as custom-made products as required by our customer. Some of the products are :
- Pipe Rack for oil company. - Water Storage and Water Cooling Tower for power plant. - Building and Housing Components. - Fences. - Underground Utility Ducting, etc.
The main product of this structures is concrete pipe, which consists of low pressure pipes and pressure pipes. The low pressure pipe is used as sewerage, water distribution, etc.
The pressure pipe is produced using vibro pressed centrifugal system to get high density concrete with low permeability and low shrinkage.It is used as raw water transmission pipes as part of water treatment plant which requires very high resistance to the water pressure.
PILES
PC POLES DESCRIPTIONType of PolesDPC Poles : Prestress Concrete Poles for Electrical Distribution LineTPC Poles : Prestress Concrete Poles for Telecommunication LineSDPC Poles : Segmental Prestress Concrete Poles for Electrical Distribution LineSTPC Poles : Segmental Prestress Concrete Poles for Electrical Transmission Line
System of Joints : Bolt and nuts for SDPC Poles Welding at steel joint plate for STPC Poles
DESIGN & MANUFACTURING REFERENCE
Design SPLN D3.019-2 : 2013 Prestressed Concrete Poles for Distribution Line SPLN 121 :1996 Prestressed Concrete Poles for Transmission Line
SNI 2847 - 2013 Indonesian Standard Code for Concrete
Manufacturing WB - PCP - PS - 05 Production Manufacturing Procedure
PC POLES | PRODUCT SHAPE & SPECIFICATION
POLE LENGTH
TOPDIAMETER
BOTTOMDIAMETER
PRESTRESSING STEEL SPIRAL
Concrete Compressive Strength fc' = 42 MPa (Cube 500 kg/cm2)
300580580710
1,0501,0501,0501,2301,2301,2301,4101,4101,6701,670
300430
300580580
1,050
202277277310337337337350350350363363377377
202224
202277277337
157157157190190190190190190190190190190190
124124
124157157190
100100200350200350500200350500350500350500
150150
100100200200
79
11
12
13
14
79
79
11
Electrical Distribution Line PC PolesDPCDPC
DPC
DPC
DPC
DPC
Telecommunication Line PC PolesTPCTPC
Segmental Electrical Distribution Line PC PolesSDPCSDPC
SDPC
Class Length(m)
HorizontalLoad (daN)
Weight(kg/pcs)
Type
Top(mm)
Bottom(mm)
Outside DiameterPRODUCT APPLICATION
October - 2017
PC POLES
Concrete Compressive Strength fc' = 50 MPa (Cube 600 kg/cm2)
3,0303,6503,6503,3203,9903,9903,6304,3504,3504,6505,5105,5105,0105,9305,9305,8207,0407,0406,6707,8007,8008,1009,4009,400
500545545515560560530575575575620620590635635620665665650695695695740740
245290290245290290245290290245290290245290290245290290245290290245290290
800 1,000 1,200
800 1,000 1,200
800 1,000 1,200
800 1,000 1,200
800 1,000 1,200
800 1,000 1,200
800 1,000 1,200
800 1,000 1,200
17
18
19
22
23
25
27
30
Segmental Electrical Transmission Line PC PolesSTPC
STPC
STPC
STPC
STPC
STPC
STPC
STPC
Class Length(m)
HorizontalLoad (daN)
Weight(kg/pcs)
Type
Top(mm)
Bottom(mm)
Outside DiameterTRANSMISSION PC POLES APPLICATION
POLES FOUNDATION TYPE
POLES INSTALLATION METHOD
Installation by Lifting Crane Installation by Box Equipment
Embeded foundation Base Plate foundation
ITEM REFERENCE DESCRIPTION SPECIFICATION
Aggregate
Cement
Admixture
Concrete
PC Strand
PC Wire
PC Bar
Rebar
Spiral Wire
Joint Plate
Welding
ASTM C 33 / C 33M-11a
SNI 2049 - 2015
ASTM C 494 / C 494M - 99a
SNI 2834 - 2000SNI 2493 - 2011
ASTM A 416 / A 416M - 99
JIS G 3536 - 2014
JIS G 3137 - 2008
SNI 2052 - 2014
JIS G 3532 - 2011
JIS G 3101 - 2004
ANSI / AWS D1.1 - 900
AggregatesPortland Cement
Admixture for ConcreteConcrete Mix DesignMaking and Curing Concrete Sample
Uncoated Seven-Wire for PrestressedConcrete Uncoated Stress-Relieved Steel Wires and Strands for Prestressed ConcreteSmall Size-Deformed Steel Bars forPrestressed ConcreteReinforcement Steel for Concrete
Low Carbon Steel Wires
Rolled Steels for General Structure
Structural Welding Code Steel
Standard Product Type ISpecial Order : Type II or VType F : High Range Water ReducingAdmixture
Grade 270 (Low Relaxation Type)
SWPD1 (Deformed Wire Type)
Grade D - Class 1 - SBPD 1275/1420
Steel Class : BjTS 40 (Deformed)Steel Class : BjTP 24 (Round)SWM-P (Round Type)Cold-reduced steel wire for the reinforcement of concrete and the manufacture of welded fabric.SS400 (Tensile Strength 400 N/mm2)Applicable steel product for steel plates and sheets, steel strip in coil, sections,
AWS A5.1/E6013NIKKO STEEL RB 26 / RD 260, LION 26,or equivalent.
DESCRIPTIONType of Poles
PC PILESDESCRIPTIONType of Piles
System of Joints Welded at steel joint plate Type of Shoe Concrete Pencil Shoe (Standard) for PC Spun Piles,
Spun Square Pile & Square PilesMamira Shoe (Special Order) for PC Spun Pile
Method of Driving
Dynamic Pile Driving : Diesel Hammer and Hydraulic HammerStatic Pile Driving : Hydraulic Static Pile Driver (Jacking Pile)Inner Borring System
MATERIAL SPECIFICATION
November - 2017
PC PILES
DESIGN & MANUFACTURING REFERENCEDesign A
SNI 2847 - 2013
CI 543R Design, Manufactured and Installation of Concrete Piles Chapter-4Structural design requirement for piles with no seismic loading(In case pile is consider to seismic loading, piles detail should re-design refer to ACI 543R Chapter-5)Indonesian Standard Code for Concrete
Manufacturing WB - PCP - PS - 05WB - PCP - PS - 16
Production Manufacturing ProcedureProduction Manufacturing Procedure
Prestressed Concrete Pretension Spun PilesPrestressed Concrete Post Tension Spun Piles (Cylinder Piles) Prestressed Concrete Square PilesPrestressed Concrete Triangular PilesPrestressed Concrete Spun Square Piles
PILE SHAPE & SPECIFICATION | PRESTRESSED CONCRETE PRETENSION SPUN PILES
PILE LENGTH
SIZE
JOINT PLATEWITHOUT JOINT PLATE (UPPER PILE)
JOINT PLATE
MIDDLE / UPPER PILE
PILE LENGTH
SIZE
JOINT PLATEWITHOUT JOINT PLATE FOR SINGLE PILE
PENCIL SHOE
BOTTOM / SINGLE PILE
PRESTRESSING STEELSPIRAL
SIZE
WALL (t)
PILE SECTION
PRESTRESSED CONCRETE PRETENSION SPUN PILES SPECIFICATIONConcrete Compressive Strength fc' = 52 MPa (Cube 600 kg/cm2)
Note : *) Crack Moment Based on JIS A 5335-1987 (Prestressed Spun Concrete Piles) **) Length of pile may exceed usual standard whenever lifted in certain position ***) Type of Shoe for Bottom Pile is Mamira Shoe
Size( mm )
300
350
400
450
500
600
800
1000 ***
1200 ***
452.39
581.98
765.76
929.91
1,159.25
1,570.80
2,563.54
3,782.48
4,948.01
34,607.78
62,162.74
106,488.95
166,570.38
255,324.30
510,508.81
1,527,869.60
3,589,571.20
6,958,136.85
113
145
191
232
290
393
641
946
1,237
A2A3BC
A1A3BC
A2A3BC
A1A2A3BC
A1A2A3BC
A1A2A3BC
A1A2A3BC
A1A2A3BC
A1A2A3BC
2.503.003.504.003.504.205.006.005.506.507.509.007.508.50
10.0011.0012.5010.5012.5014.0015.0017.0017.0019.0022.0025.0029.0040.0046.0051.0055.0065.0075.0082.0093.00
105.00120.00120.00130.00145.00170.00200.00
3.754.506.308.005.256.309.00
12.008.259.75
13.5018.0011.2512.7515.0019.8025.0015.7518.7521.0027.0034.0025.5028.5033.0045.0058.0060.0069.0076.5099.00
130.00112.50123.00139.50189.00240.00180.00195.00217.50306.00400.00
72.6070.7567.5065.4093.1089.5086.4085.00
121.10117.60114.40111.50149.50145.80143.80139.10134.90185.30181.70178.20174.90169.00252.70249.00243.20238.30229.50415.00406.10399.17388.61368.17613.52601.27589.66575.33555.23802.80794.50778.60751.90721.50
23.1129.8641.9649.6630.7437.5049.9360.8738.6245.5170.2780.9439.2853.3966.5778.84
100.4554.5668.4988.0094.13
122.0470.5277.68
104.94131.10163.67119.34151.02171.18215.80290.82169.81215.16258.19311.26385.70221.30252.10311.00409.60522.20
6 - 126 - 136 - 146 - 156 - 136 - 146 - 156 - 166 - 146 - 156 - 166 - 176 - 146 - 156 - 166 - 176 - 186 - 156 - 166 - 176 - 186 - 196 - 166 - 176 - 186 - 196 - 206 - 206 - 216 - 226 - 236 - 246 - 226 - 236 - 246 - 246 - 246 - 246 - 246 - 246 - 246 - 24
60
65
75
80
90
100
120
140
150
ThicknessWall ( t )
CrossSection( cm2 )
SectionInertia( cm4 )
UnitWeight( kg/m )
Class
Bending Moment
Crack *( ton.m )
Break( ton.m )
AllowableCompression
( ton )
DecompressionTension( ton )
Lengthof Pile **
( m )
Unit Conversion : 1 ton = 9.8060 kN
*) Number of Pile Lifting Position on Handling Process for Pile Driving.Case 1 = Single Lifting Point Position : Minimum 1/8 L from end of Pile.Case 2 = Double Lifting Point Position : First Point Minimum 2m from end of Pile. (using Pulley) Second Point Minimum 1/3 L from end of Pile.
PILE SHAPE & SPECIFICATION | PRESTRESSED CONCRETE POST TENSION SPUN PILES (CYLINDER PILES)
PILE SECTION PILE SEGMENT
POST-TENSIONHOLE Ø 35 MM
WALL (t)
SIZE
LONGITUDINALREBAR
SPIRAL WIRE
SIZE
SEGMENT LENGTH
Size( mm )
ThicknessWall ( t )
CrossSection( cm2 )
SectionInertia( cm4 )
UnitWeight
( ton/m )Class
Bending Moment
Crack( ton.m )
Ultimate( ton.m )
AllowableCompression
( ton )Length (m)
Cylinder Pile
Single / Double*
800 120 ABCD
40556575
410390370355
1000 140 ABCD
75105120135
600560550530
1200 150 ABCD
120170200210
800745710700
1500 170 ABC
220300340
114010801040
1800 200 ABC
370470520
163015801520
2000 200 AB
480590670
183017701720
0,64
0,96
1,24
1,78
2,51
2,83
6580
120130110175220245140270310320265440520425650770535790965
24 / 3624 / 3630 / 4230 / 4224 / 3630 / 4230 / 4836 / 4830 / 4836 / 4836 / 5442 / 5430 / 4836 / 5442 / 6036 / 4836 / 5442 / 6035 / 5540 / 6045 / 65C
2,563
3,782
4,948
7,103
10,053
11,309
1,527,869
3,589,571
6,958,136
15,962,533
32,672,563
46,369,907
( mm)
PRESTRESSED CONCRETE POST TENSION SPUN PILES (CYLINDER PILES) SPECIFICATIONConcrete Compressive Strength fc' = 52 MPa (Cube 600 kg/cm2)
PRODUCTION, PILE ASSEMBLING AND DISTRIBUTION PROCESS
Post-tensioningStockyard Facility Cylinder Pile Distribution
SIZE
JOINT PLATE (MIDDLE PILE)WITHOUT JOINT PLATE (UPPER PILE) JOINT PLATEMIDDLE / UPPER PILE
PILE LENGTH
SIZE
JOINT PLATE (BOTTOM PILE)WITHOUT JOINT PLATE (SINGLE PILE) PENCIL SHOEBOTTOM / SINGLE PILE
PILE SECTION
PRESTRESSING STEELSPIRAL
SIZE
PRESTRESSED CONCRETE SQUARE PILES SPECIFICATIONConcrete Compressive Strength fc' = 42 MPa (Cube 500 kg/cm2) Unit Conversion : 1 ton = 9.8060 kN
Size( mm )
250 x 250
300 x 300
350 x 350
400 x 400
450 x 450
500 x 500
625
900
1,225
1,600
2,025
2,500
32,552
67,500
125,052
213,333
341,719
520,833
156
225
306
400
506
625
ABCABCDABCDABCDABCDABCD
2.292.522.783.643.984.484.925.336.076.637.307.898.719.51
11.8211.1712.1013.0114.7815.1616.1917.2118.22
3.464.335.195.196.237.479.346.578.72
10.9013.089.96
12.4514.9522.4214.0116.8119.6225.2218.6821.7924.9128.02
81.4079.6277.92
118.59116.76114.66111.60163.98160.68157.45154.32213.96210.60207.32198.01270.98267.61264.30257.88335.12331.72328.38325.09
28.1034.8041.3035.4042.2050.2061.9038.6050.9063.1075.0051.4063.8076.00
111.6064.3076.8089.10
113.3077.3089.90
102.20114.50
6 - 106 - 116 - 116 - 116 - 116 - 126 - 126 - 116 - 126 - 126 - 136 - 126 - 126 - 136 - 146 - 126 - 136 - 136 - 146 - 136 - 136 - 146 - 14
CrossSection( cm2 )
SectionInertia( cm4 )
UnitWeight( kg/m )
Class
Bending Moment
Crack ( ton.m )
Ultimate( ton.m )
AllowableCompression
( ton )
DecompressionTension( ton )
Lengthof Pile *
( m )Compatible
to Body Mcrack
IIIIII
IVIIIIII
IIIIIII
IVIIIIIIIIIIIIIII
IIIIII I
Optional
Splice Class
IV-IIV
IV/V-
III/IV/VIV-
IVIII/IV
VIV/V
III/IV/VII/III/IV/V
IVIV
III/IVII/III/IV
IVIII/IV
II/III/IVII/III/IV
200 x 200 400 13,333 100 A 1.55 2.65 49.08 27.47 6 - 9 I II
Note : *) Length of pile may exceed usual standard whenever lifted in certain position
Size(mm)
Bending MomentClass
Tension
250 x 250
300 x 300
350 x 350
400 x 400
450 x 450
500 x 500
IIIIIIIV
V
IIIIIIIV
IIIIIIIV
V
IIIIIIIV
IIIIIIIVIIIIIIIV
3.172.992.341.29
2.34
5.964.534.283.96
7.676.815.713.30
3.97
12.2011.289.418.58
15.8014.0713.026.55
19.7216.5115.147.56
Allowable(ton.m)
Ultimate(ton.m)
Allowable(ton)
Ultimate(ton)
4.284.033.171.74
3.16
8.056.125.785.35
10.359.197.714.45
5.36
16.4715.2312.7111.58
21.3319.0017.578.84
26.6322.2920.4310.21
55.2241.4141.4124.50
24.50
83.6462.7355.2241.41
83.6483.6455.2227.61
27.61
117.9588.4683.6462.73
147.43117.9588.4641.82118.60117.9588.4641.82
62.1246.5946.5927.57
27.57
94.1070.5762.1246.59
94.1094.1062.1231.06
31.06
132.6999.5294.1070.57
165.86132.6999.5247.05133.43132.6999.5247.05
200 x 200
Upper Pile 300x300 Class AMom. Crack = 3.64 ton.mMom. Ult = 5.19 ton.mDecomp. Tension = 35.40 ton
Splice : Class IVMom. Allow = 3.96 ton.mTens. Allow = 41.41 ton
Splice of PC Piles having equivalent performance to the crack bending moment of the main body.
Application of optional splices should be approved by structure designer.
Bottom Pile 300x300 Class AMom. Crack = 3.64 ton.mMom. Ult = 5.19 ton.mDecomp. Tension = 35.40 ton
Upper Pile 300x300 Class AMom. Crack = 3.64 ton.mMom. Ult = 5.19 ton.mDecomp. Tension = 35.40 ton
Splice : Class VMom. Allow = 2.34 ton.mTens. Allow = 24.50 ton
Bottom Pile 300x300 Class AMom. Crack = 3.64 ton.mMom. Ult = 5.19 ton.mDecomp. Tension = 35.40 ton
EXAMPLES OF SPLICE SELECTION
Case 1 : Compatible to Body Moment Crack
Case 2 : Optional SpliceIII
1.560.76
2.111.02
41.8216.34
47.0518.38
TYPICAL SPLICE SPECIFICATION
PILE SHAPE & SPECIFICATION | PRESTRESSED CONCRETE SQUARE PILES
Piles foundation for Power Plantor Industrial Factory
Piles for Marine Structurer Piles Foundation for BridgesPiles Foundation for Building
PRODUCT APPLICATION
PRESTRESSED CONCRETE SPUN SQUARE PILES SPECIFICATIONConcrete Compressive Strength fc' = 52 MPa (Cube 600 kg/cm2)
Size( mm )
280
320
318.7
422.6
9,080.50
16,188.90
79.7
105.7
ABAB
0.660.900.891.20
0.921.771.112.15
42.2639.5057.0254.10
6 - 86 - 96 - 86 - 9
CrossSection( cm2 )
SectionInertia( cm4 )
UnitWeight( kg/m )
Class
Bending Moment
Crack ( ton.m )
Ultimate( ton.m )
AllowableCompression
( ton )
Lengthof Pile *
( m )
Unit Conversion : 1 ton = 9.8060 kN
Size( mm )
400 X 400
450 X 450
1109.13
1364.48
194,159
307,000
277
341
A2A3BC
A1A2A3BC
6.508.00
10.0011.008.50
11.0013.0013.5015.50
10.0012.0018.0022.0012.5017.0020.9024.0031.00
182.63180.62173.15169.49227.01222.95219.05215.32208.10
38.0045.3073.1091.7038.2052.9067.1080.90
114.00
6 - 136 - 146 - 156 - 166 - 136 - 156 - 166 - 166 - 16
75
80
ThicknessWall ( t )
CrossSection( cm2 )
SectionInertia( cm4 )
UnitWeight( kg/m )
Class
Bending Moment
Note : *) Length of pile may exceed usual standard whenever lifted in certain position
Crack( ton.m )
Ultimate( ton.m )
AllowableCompression
( ton )
DecompressionTension( ton )
Lengthof Pile *
( m )
Unit Conversion : 1 ton = 9.8060 kN
PILE SHAPE & SPECIFICATION | PRESTRESSED CONCRETE TRIANGULAR PILES
PILE LENGTH
SIZE
JOINT PLATE (MIDDLE PILES)WITHOUT JOINT PLATE (UPPER PILES)
JOINT PLATEMIDDLE / UPPER PILES
PILE LENGTH
SIZE
JOINT PLATE (BOTTOM PILES)WITHOUT JOINT PLATE (SINGLE PILES)
PENCIL SHOEBOTTOM / SINGLE PILES
PRESTRESSING STEELSPIRAL
SIZE
WALL (t)
PILE SECTION
PILE SHAPE & SPECIFICATION | PRESTRESSED CONCRETE SPUN SQUARE PILES
PILE LENGTH
SIZE
JOINT PLATE (MIDDLE PILE)WITHOUT JOINT PLATE (UPPER PILE) JOINT PLATEMIDDLE / UPPER PILE
PILE LENGTH
SIZE
BOTTOM / SINGLE PILE
PRESTRESSING STEEL
SPIRAL
SIZE
SIZE
JOINT PLATE (MIDDLE PILE)WITHOUT JOINT PLATE (UPPER PILE)
PILE SECTION
PRESTRESSED CONCRETE TRIANGULAR PILES SPECIFICATIONConcrete Compressive Strength fc' = 42 MPa (Cube 500 kg/cm2)
RAILWAY CONCRETE PRODUCTDESCRIPTIONType of Railway Product : Prestressed Concrete Sleepers Prestressed Concrete Turnout Sleepers Prestressed Concrete Catenary Poles
DESIGN & MANUFACTURING REFERENCE
Design PD No.10 - Perumka Indonesian Railways Design Reference AREMA Chapter 30 - 2009 American Railway Engineering Manitenance of Ways GOST 10629 - 1988 Prestressed Concrete Sleepers for Railway Wide 1520 mm TB/T 3080 - 2030 Technical Concrete Sleeper Railway Industry Standards JIS A 5309 - 1981 Prestressed Concrete Spun Poles
Manufacturing WB - PCP - PS - 10 Production Manufacturing Procedure
PRODUCT SHAPE & SPECIFICATION | PC SLEEPERS
2000
250
19
0
150
21
0
SLEEPER N-67
2440
330
19
5
22
0
SLEEPER S-35
180
180150
Note : *) Type of Rail is available for R-33, R-38, R-40, R-42, R-50, R-54 & R-60 **) Type of fastening is available for Pindad E-Clip, Pandrol E-Clip, Vossloch Clip, DE-Clip or others adjustable to customer requirement ***) Standard design reference is adjustable to customer requirement
PC SLEEPERS DIMENSIONWidth at Center
(mm)Type
N-67S-35W-20
210220195
200024402700
190195145
SleeperLength(mm) Upper
150190224
250310300
Bottomat rail seat at center
Depth(mm)
Width at Rail Seat(mm)
Upper
150180182
226240250
Bottom
PC SLEEPERS SPECIFICATION Concrete Compressive Strength fc' = 52 MPa (Cube 600 kg/cm2)
Design Reference ***Type * | **
N-67S-35W-20
106714351520
TrackGauge(mm)
182523
DesignAxle Load
(ton)
120200120
TrainSpeed(km/h)
190330275
SleeperWeight
(kg)positive (+)
6601300
-
9302100980
negative (-)positive (+)150023001300
7501500
-
negative (-)
Design Bending Moments ( kg.m )
Moments at CentreMoments at Rail Seat
PERUMKA PD - 10AREMA
GOST 10629 Grade-1
RAILWAY CP
October - 2017
PRESTRESSING STEEL SPIRAL
WALL (t)
PRODUCT SHAPE & SPECIFICATION | PC TURNOUT & SCISSORS SLEEPERS
PC CATENARY POLES SPECIFICATION Concrete Compressive Strength fc' = 52 MPa (Cube 600 kg/cm2)
Type
C-50C-65C-75C-110C-150
350350350400450
5.006.507.50
11.0015.00
10.0013.0015.0022.0030.00
9 - 1210 - 1411 - 1411 - 1412 - 15
7070707580
616616616766930
64,115 64,115 64,115
106,489 166,570
154154154191232
OutsideDiameter
(mm)Crack
(ton.m)Ultimate(ton.m)
ThicknessWall
(mm)
CrossSection
(cm2)
SectionInertia(cm4)
UnitWeight(kg/m)
Lengthof Pile
(m)
Bending Moment
PC TURNOUT SLEEPER
TURNOUT ARRANGEMENT
LENGTH
TOP
DEPTH
BOTTOM
SPECIFICATION Concrete Compressive Strength fc' = 60 MPa (Cube 700 kg/cm2)
Type
Turnout 1:10Turnout 1:12Scissor 1:10
557434
220 300 260154 Variable
Sleeper Quantity(pcs/set) Length Depth Bottom Top
Unit Weight(kg/m)
Dimension (mm)
Note :1. Type, quantity and dimension of PC Turnout or Scissor Sleeper per arrangement is adjustable to customer requirement2. Type of fastening is adjustable to customer requirement
PRODUCT SHAPE & SPECIFICATION | PC CATENARY POLES
PRODUCT APPLICATION
Railway Sleepers Railway Catenary Poles Railway Turnout Railway Bridges
BRIDGE PRODUCTDESCRIPTIONType of PC Girder PC U Girder : Prestressed Concrete Girder Type U
PC I Girder : Prestressed Concrete Girder Type I
PC VS : Prestressed Concrete Voided Slab PC SB Girder : Prestressed Concrete Segmental Box Girder
Type of Precast Bridge Floor PC DT Slab : Prestressed Concrete Double Tee Slab RC FD Slab : Reinforced Concrete Full Depth Slab
Prestress System Post-Tension or Pretension
DESIGN & MANUFACTURING REFERENCE
Design SNI T-12-2004 Indonesian Concrete Code : Bridge Concrete Design SNI 1725:2016 Indonesian Concrete Code : Design Load for Bridge Bridge Design Manual PCI Prestress Concrete Institute
Manufacturing WB - PCP - PS - 07 Production Manufacturing Procedure
GIRDER SHAPE & DIMENSION | PC - U GIRDER
172
PC U H-120
120
172
PC U H-140
30
140
30
30
30
190
PC U H-165
165
30
30
190
PC U H-185
185
30
30
Area : 9,178 cm2
Inertia : 12,633,291 cm4 Area : 10,366 cm2
Inertia : 19,634,469 cm4 Area : 11,878 cm2
Inertia : 31,358,776 cm4 Area : 13,066 cm2
Inertia : 43,340,406 cm4
POST-TENSION PC-U GIRDER SPECIFICATIONPC U H-120cm
Beam SupportReaction (kN)
Beam Spacing / fc'
( cm / MPa )
Beam Spacing / fc'
( cm / MPa )
Beam Spacing / fc'
( cm / MPa )
Beam Spacing / fc'
VDL VLL Vult
PC U H-140cmBeam SupportReaction (kN)
VDL VLL Vult
PC U H-165cmBeam SupportReaction (kN)
VDL VLL Vult
PC U H-185cmBeam SupportReaction (kN)
364386409432454477499522545532
1085114011941248130313571411146615201417
344358372386400414428442456409
310 / 40310 / 40310 / 40310 / 40310 / 40310 / 40310 / 40310 / 40310 / 40270 / 50
510534558583614638662686710735759742
139714531509156616311687174317991855191119671834
414428442456470484498512526540554494
310 / 40310 / 40310 / 40310 / 40310 / 40310 / 40310 / 50310 / 50310 / 50310 / 50310 / 60270 / 60
742768794820861887913877
18661924198220402117217522212045
512526540554568582588518
310 / 40310 / 40310 / 40310 / 40310 / 50310 / 50310 / 50270 / 50 992
10201047107411021129115711111136
233123782425247325202567261424142457
595602609616622629636560566
310 / 50310 / 50310 / 50310 / 50310 / 50310 / 60310 / 60270 / 60270 / 60
Note : Based on bridge load refer to SNI 1725:2016 and assume bridge cross section parameter : 200mm for CIP Slab, 70mm concrete deck slab and 50mm asphaltic layer
December - 2017
Span(m)
13141516171819202122232425262728293031323334353637383940
VDL( cm / MPa ) VLL Vult
BRIDGE PRODUCT
GIRDER SHAPE & DIMENSION | PC - I GIRDER
210
80
70
20
PC I H-210 Area : 7,495 cm2
Inertia : 41,087,033 cm4
170
80
70
20
PC I H-170 Area : 6,695 cm2
Inertia : 23,641,085 cm4
160
55
65
18
PC I H-160 Area : 4,773 cm2
Inertia : 14,611,104 cm4
125
35
65
17
PC I H-125 Area : 3,167 cm2
Inertia : 5,496,255 cm4
35
90
65
17
PC I H-90 Area : 2,572 cm2
Inertia : 2,266,607 cm4
POST-TENSION PC-I GIRDER SPECIFICATION
Note : Based on bridge load refer to SNI 1725:2016 and assume bridge cross section parameter : 200mm for CIP Slab, 70mm concrete deck slab and 50mm asphaltic layer
Span(m)
1011121314151617181920212223242526272829303132333435363738394041424344454647484950
117128138151161171150
476505533565594622508
179187196204212221173
VDL VLL Vult
PC I H-90cm
Beam SupportReaction (kN)
185 / 40185 / 40185 / 40185 / 40185 / 40185 / 40140 / 40 200
211222233244255225234
673702731761790820672695
229237245254262270211217
VDL VLL Vult
PC I H-125cm
Beam SupportReaction (kN)
185 / 40185 / 40185 / 40185 / 40185 / 40185 / 40140 / 50140 / 60
318331344357370383396419369381
913945976
10081040107211041148944964
279287295304312320329337261264
VDL VLL Vult
PC I H-160cm
Beam SupportReaction (kN)
185 / 40185 / 40185 / 40185 / 40185 / 40185 / 40185 / 40185 / 40140 / 50140 / 50
607623639655671686705721750766782700714728742756
1432146014871515154215701604163216751703173014461469149315161540
366370374378382386392396400404408312315318322325
VDL VLL Vult
PC I H-210cm
Beam SupportReaction (kN)
185 / 40185 / 40185 / 40185 / 40185 / 40185 / 50185 / 50185 / 50185 / 50185 / 60185 / 60140 / 60140 / 60140 / 60140 / 60140 / 70
432445517532546561576591606589603620
118012041297132413501377140314291456126512891318
345349354358362366370374378289292297
VDL VLL Vult
PC I H-170cm
Beam SupportReaction (kN)
185 / 40185 / 40185 / 40185 / 40185 / 40185 / 50185 / 60185 / 60185 / 60140 / 60140 / 60140 / 60
( cm / MPa )
Beam Spacing / fc'
( cm / MPa )
Beam Spacing / fc'
( cm / MPa )
Beam Spacing / fc'
( cm / MPa )
Beam Spacing / fc'
( cm / MPa )
Beam Spacing / fc'
GIRDER SHAPE & DIMENSION | PC - VOIDED SLAB
PC VS-74/97 Area : 5,032 cm2
Inertia : 2,977,600 cm4
PC VS-57/97 Area : 4,397 cm2
Inertia : 1,411,137 cm4
PC VS-62/97 Area : 4,420 cm2
Inertia : 1,785,519 cm4
PC VS-66/97 Area : 4,784 cm2
Inertia : 2,170,299 cm4
PRETENSION VOIDED SLAB SPECIFICATION
Span(m)
6789
10111213141516
414753596571
401433459481506528
195209219228237245
PC VS 57/97 PC VS 62/97
97 / 5097 / 5097 / 5097 / 5097 / 5097 / 50
42485460667379
402434461483508529549
195209219228237245252
97 / 5097 / 5097 / 5097 / 5097 / 5097 / 5097 / 50
4552586571788591
406439466488514536556574
195209219228237245252258
97 / 5097 / 5097 / 5097 / 5097 / 5097 / 5097 / 5097 / 50
4855626976839097
104111118
409442470493519542562581599615630
195209219228237245252258262267270
97 / 5097 / 5097 / 5097 / 5097 / 5097 / 5097 / 5097 / 5097 / 5097 / 5097 / 50
PC VS 66/97 PC VS 74/97
VDL VLL Vult
Beam SupportReaction (kN)
( cm / MPa )
Beam Spacing / fc'
VDL VLL Vult
Beam SupportReaction (kN)
( cm / MPa )
Beam Spacing / fc'
VDL VLL Vult
Beam SupportReaction (kN)
( cm / MPa )
Beam Spacing / fc'
VDL VLL Vult
Beam SupportReaction (kN)
( cm / MPa )
Beam Spacing / fc'
Note : Based on bridge load refer to SNI 1725:2016 and assume bridge cross section parameter only 50mm asphaltic layer without over topping CIP Slab
PRETENSION VOIDED SLAB WITH OVERTOPPING SPECIFICATION
Span(m)
6789
101112131415161718192021
61718191101111121131143152162
279306329350369388
111119125130134137139141143145146
405421440455470
PC VS 57+18/97 PC VS 62+18/97
97 / 5097 / 5097 / 5097 / 5097 / 5097 / 5097 / 5097 / 5097 / 5097 / 6097 / 70
62728292102112122
280307330351371389406
111119125130134137139
97 / 5097 / 5097 / 5097 / 5097 / 5097 / 5097 / 5097 / 5097 / 5097 / 5097 / 6097 / 70
97 / 5097 / 5097 / 6097 / 7097 / 7097 / 70
97 / 6097 / 7097 / 7097 / 7097 / 70
188199210221231
147148149150151
505520536551566
150.8161.2171.7182.1192.5203
143.1144.6146147.3151.7149.3
449.7465.8481.6497.2512.4527.5
132144154164174
141143145146147
423442457473488
65758696106.7117.1127.5138
283311335356376.3395.1413430.1
111119125130133.5136.6139.1141.2
97 / 5097 / 5097 / 5097 / 5097 / 5097 / 5097 / 5097 / 50
677889
100110121132143156167177
286314338360381400418436456472489
111119125130134137139141143145146
97 / 5097 / 5097 / 5097 / 5097 / 5097 / 5097 / 5097 / 5097 / 5097 / 5097 / 50
PC VS 66+18/97 PC VS 74+18/97
VDL VLL Vult
Beam SupportReaction (kN)
( cm / MPa )
Beam Spacing / fc'
VDL VLL Vult
Beam SupportReaction (kN)
( cm / MPa )
Beam Spacing / fc'
VDL VLL Vult
Beam SupportReaction (kN)
( cm / MPa )
Beam Spacing / fc'
VDL VLL Vult
Beam SupportReaction (kN)
( cm / MPa )
Beam Spacing / fc'
30
39
74
97
30
33
66
97
30
31
62
97
25
28.5
57
97
PC VS-57+18/97Area : 5,766 cm2
Inertia : 2,855,560 cm4
PC VS-62+18/97Area : 5,815 cm2
Inertia : 3,435,186 cm4
PC VS-66+18/97Area : 6,201 cm2
Inertia : 4,020,154 cm4
PC VS-74+18/97Area : 6,492 cm2
Inertia : 5,300,499 cm4
18
30
39
74
97
30
33
66
97
25
28.5
57
1818
97
30
31
62
97
18
SEGMENT SHAPE & DIMENSION | PC - BOX GIRDER
SPAN UP TO 50 m (HIGHWAY & LIGHT RAIL TRAIN)
HEIGHTWIDTH OF SLAB THICKNESS OF SLAB WEB
THICKNESS NOTETOP BOTTOM TOP BOTTOM
2600 mm 10300 mm 4000 mm 300 mm 277 mmSpan by Span
External Stressing Span 40-50 m225 mm
2500 - 3683 mm 13000 mm 5000 mm 250 - 477 mm 567 mmBalance Cantilever
External Stressing Span 50-100 m225 mm
2400 mm 10300 mm 4300 mm 250 mm 300 mmSpan by Span External
Stressing Span 30-40 m (Train)300 mm
SPAN UP TO 100 m (HIGHWAY & LIGHT RAIL TRAIN)
SPAN UP TO 40 m (RAILWAY BRIDGE - RM1921 LOAD)
2600
10300
4000
225
277
200
13000
5000
3683
250
2955
477
R625
567 567
2400
10300
4300
250
250
300 300
GIRDER SHAPE & SPECIFICATION | PC - BULB TEE GIRDER
Note : Based on bridge load refer to RSNI T-02-2005 and assume bridge cross section parameter using 150mm toping slab and 50mm asphaltic layer.
PC Bulb Tee H-220Area : 12,925 cm2
Inertia : 90,106,159 cm4
Span(m)
35363738394041424344454647
Bulb Tee Beam
250 / 40 159 101 545 1109103 551 1121105 557 1134108 562 1147110 568 1160112 573 1173114 579 1185117 584 1198119 590 1211121 595 1224123 601 1237125 606 1250128 612 1262
250 / 40 162250 / 40 165250 / 40 168250 / 40 172250 / 40 175250 / 50 178250 / 50 181250 / 50 185250 / 50 188250 / 50 191250 / 60 194250 / 60 197
(ton/pcs)
Weight
(cm / Mpa)
Spacing / fc'
Beam Support
Vdl Vll Vult
Reaction (ton)Span(m)
Bulb Tee Beam
250 / 60 201250 / 60 204250 / 60 207250 / 60 210250 / 70 214250 / 70 217250 / 70 220250 / 70 223250 / 70 227250 / 70 230250 / 70 233250 / 70 236250 / 70 239
130 618 1275132 623 1288134 629 1301137 622 1292139 628 1306141 634 1319143 640 1332145 646 1346148 652 1359150 658 1373152 664 1386154 669 1400157 675 1413
(ton/pcs)
Weight
(cm / Mpa)
Spacing / fc'
Beam Support
Vdl Vll Vult
Reaction (ton)
48495051525354555657585960
220
240
25
120
Detail Dimension of PC Box Girder
SLAB SHAPE & DIMENSION | PC DOUBLE TEE FOR TRUSS BRIDGE FLOOR
Cgc
210
15 15
5640.3
15.7Cgc
165
15 15
41.3
14.720
3656
20
36
40 10 40110 10 17.5 10 17.5110 10
PC DT H-36for Class A bridge Area : 5,100 cm2
Inertia : 768,247 cm4
PC DT H-36for Class B bridge Area : 4,200 cm2
Inertia : 713,802 cm4
PC DOUBLE TEE FOR TRUSS BRIDGE FLOORPatent number : ID P0026747
Republic of Indonesia
PC DOUBLE TEE H-36FOR STEEL TRUSS BRIDGE FLOOR
LATERALSTRESSINGSYSTEM
STRUCTURAL JOINT
STEEL TRUST BEAM
56
Note :
SLAB SHAPE & SPECIFICATION | FULL DEPTH SLAB FOR CONCRETE/STEEL BRIDGE FLOOR
FULL DEPTH SLAB FOR BRIDGE
SLAB LENGTH (WIDTH OF BRIDGE)
ROADWAY SLAB SLAB BEAM CONNECTION
SLABWIDTH
CONCRETE / STEELGIRDER
SLABTHICKNESS
SLAB BEAMCONNECTIONHOLE
PRODUCT APPLICATION
PC -I or PC U Girder for Bridges Box Girder Bridges Double Tee Slab for Bridge Floor Full Depth Slab for Bridge Floor
| Project Jalan Layang Kereta Api - Box Girder
| Project Jembatan Petuk - Balok T
| Project MRT Jakarta - Box Girder
| Project Simpang Susun Semanggi - Box Girder
PC SHEET PILESDESCRIPTION
Type of Sheet Piles CPC Sheet Piles : Corrugated Prestressed Concrete Sheet Piles FPC Sheet Piles : Flat Prestressed Concrete Sheet Piles FRC Sheet Piles : Flat Reinforced Concrete Sheet Piles
Method of Installation Dynamic Pile Driving : 1. Vibro Hammer (corrugated type) + Water Jet (special requirement) 2. Diesel Hammer (flat type)
DESIGN & MANUFACTURING REFERENCE
Design JIS A 5326 - 1988 Prestressed Concrete Sheet Piles JIS A 5325 - 1981 Reinforced Concrete Sheet Piles SNI 2847 - 2013 Indonesian Standard Code for Concrete
Manufacturing JIS A 5326 - 1988 Prestressed Concrete Sheet Piles JIS A 5325 - 1981 Reinforced Concrete Sheet Piles WB - PCP - PS - 08 Production Manufacturing Procedure
PRODUCT SHAPE & SPECIFICATION | CORRUGATED PRESTRESSED CONCRETE SHEET PILES
996
W-325 W-350 W-400
110
215
162.5
162.5
996
120
230
175
175
120
280
200
200
400350325Cgc Cgc Cgc
W-450 W-500 W-600
120
330
225
225
120
380
250
250
120
480
300
300
600500450
Cgc CgcCgc
996
996996 996
CPC SHEET PILES SPECIFICATION Concrete Compressive Strenght fc’ = 62 MPa (Cube 700 kg/cm2)
Type
W-325
W-350
W-400
W-450
W-500
W-600
996
996
996
996
996
996
329
368
400
459
455
520
ABABABABABAB
11.4013.3015.6017.0020.1023.4026.9030.7035.2040.4050.6059.60
8 - 158 - 169 - 17
10 - 1810 - 1811 - 2011 - 2012 - 2112 - 2213 - 2414 - 2515 - 27
1,315
1,468
1,598
1,835
1,818
2,078
134,264
169,432
248,691
353,363
462,373
765,907
Width(mm)
Unit Weight(kg/m) Class Moment (ton.m) Length*
(m)Cross Section
(cm2)Section Inertia
(cm4)Allow. Service Moment (ton.m)
Temporary Permanent
10.0711.9714.0415.4418.1021.4024.3728.1732.2237.4246.4855.48
6.748.64
10.1411.5413.0816.3818.0421.8424.7629.9636.1945.19
Crack Break
22.8026.6031.2034.0040.2046.8053.8061.4070.4080.80
101.20119.20
Note : * Length of Concrete Corrugated Sheet Piles may exceed usual standard whenever lifted in certain position
PC SHEET PILES
October - 2017
PRODUCT SHAPE & SPECIFICATION | FLAT CONCRETE SHEET PILESFPC-320 . 6S-A
PC Stand Diameter : A = PC Strand Ø 9,53mm B = PC Strand Ø 12,7mm C = PC Strand Ø 15,2mmNumber of StrandHeight of Sheet PileSheet Pile Type
Cgc
FPC/FRC-220
110
110
500
220Cgc
FPC/FRC-320
160
160
500
320
FRC SHEET PILES SPECIFICATION Concrete Compressive Strength (Class A) fc’ = 28 MPa (Cube 350 kg/cmConcrete Compressive Strength (Class B) fc’ = 42 MPa (Cube 500 kg/cm
2)2)
Type Width(mm)
Unit Weight(kg/m)
Class Moment Crack(ton.m/0.5m)
Length *(m)
Cross Section(cm2)
Section Inertia(cm4)
Moment (ton.m/0.5m)Capacity Breaking
FRC-220 500 271 AB
1.501.84
4 - 74 - 7
1,085 43,802 3.204.70
4.005.88
FRC-320 500 396 3.203.92
1,585 135,455 AB
5.017.41
6.269.26
4 - 84 - 9
FPC SHEET PILES SPECIFICATION Concrete Compressive Strength fc’ = 42 MPa (Cube 500 kg/cm2)
Type
FPC-220 500 271 6S-A8S-A
10S-A
3.383.854.304.485.22
5.895.39
4 - 94 - 104 - 104 - 114 - 11
4 - 124 - 12
1,085 43,802
FPC-320 500 396 6.246.987.70
8.399.07
9.73
7.98
9.21
10.37
11.4812.53
13.52
9.51
11.12
1,585 135,455
Width(mm)
Unit Weight(kg/m)
Class Moment Crack(ton.m/0.5m)
Length *(m)
Cross Section(cm2)
Section Inertia(cm4)
Service Moment (ton.m/0.5m)Temporary Permanent
6S-B8S-B
10S-B6S-C
8S-C 6.31 4 - 13
2.853.323.773.954.69
5.364.86
5.78
1.542.012.462.643.38
4.053.55
4.47
6S-A8S-A
10S-A
12S-A14S-A
16S-A
6S-B
8S-B
10S-B
12S-B14S-B
16S-B
6S-C
8S-C
10S-C 12.62
5.125.866.58
7.277.95
8.61
6.86
8.09
9.25
10.3611.41
12.40
8.39
10.00
11.50
2.323.063.78
4.475.15
5.81
4.06
5.29
6.45
7.568.61
9.60
5.59
7.20
8.70
4 - 104 - 114 - 12
4 - 124 - 12
4 - 13
4 - 12
4 - 13
4 - 13
4 - 144 - 15
4 - 15
4 - 13
4 - 14
4 - 15
Note : * Length of Flat Prestressed Concrete Sheet Piles may exceed usual standard whenever lifted in certain position
PRODUCT APPLICATION
Retaining Wall River Normalization Underpass Wall Breakwater Structure
HYDRO CONCRETE PRODUCTDESCRIPTIONType of Products RC Cylinder Pipe (Reinforced Concrete Cylinder Pipe) PC Cylinder Pipe (Prestressed Concrete Cylinder Pipe) Reinforced Concrete Box Culvert Reinforced Concrete U-Ditch
System of Joints Steel socket-spigot joint with welding or rubber gasket (Class IV : Hardness 50 + 5) Spigot joint (Box Culvert and U-Ditch)
Installation Method Jacked + Micro-tunneling conduits (RC Cylinder Pipe) Open Cut / Trench or embankment conduits (RC Cylinder Pipe and PC Cylinder Pipe)
DESIGN & MANUFACTURING REFERENCE
Design JIS A 5332 - 1980 Rolled Reinforced Concrete Pipes JIS A 5333 - 1983 Core Type Prestressed Concrete Pipes SNI 2847 - 2013 Indonesian Standard Code for Concrete BS EN 639 - 1994 Common Requirements for Concrete Pressure Pipes BS EN 641 - 1994 Reinforced Concrete Pressure Pipes, Cylinder Type BS EN 642 - 1994 Prestressed Concrete Pressure Pipes, Cylinder and Non-Cylinder SNI 2847 - 2013 Indonesian Standard Code for Concrete AASHTO - LRFD Design Code for Box Culverts Concrete Design Manual Concrete Pressure Pipe by AWWA
Manufacturing WB - PCP - PS - 06 Production Manufacturing Procedure
HYDRO CP
PRODUCT SHAPE & SPECIFICATION | REINFORCED CONCRETE CYLINDER PIPE
December - 2017
Class 1Concrete Compressive Strength fc' = 42 MPa (Cube = 500 kg/cm2)
NominalDiameter
(mm)
15001600180020002100220024002500260028003000320035004000
Thicknessof Pipes
(t)(mm)
115125140155165170185195200215220230250290
TheoriticalWeight of PipeL = 2500 mm
(kg)
3647423453336559733879119390
10319109961272813909154901840824428
OuterDiameter
(OD)(mm)
17301850208023102430254027702890300032303440366040004580
Class 2Concrete Compressive Strength fc' = 52 MPa (Cube = 600 kg/cm2)
NominalDiameter
(mm)
160018002000
Thicknessof Pipes
(t)(mm)
160180200
TheoriticalWeight of PipeL = 2500 mm
(kg)
553070008640
OuterDiameter
(OD)(mm)
192021602400
Note : 1. Pipe speci�cation can be adjusted according to internal & external load acting on the pipe 2. E�ective length of pipe = 2500 mm 3. Class 1 : Internal pressure < 6 Bar 4. Class 2 : Internal pressure 6-12 Bar
Steel Collar
Out
ter D
iam
eter
(OD
)
Nom
inal
Dia
met
er (I
D)
THK
THK
Bill RingGrouting Hole
Length
Spigot RingGrouting Hole
Outer Diameter (OD)
Nominal Diameter (ID) THKTHK
PRODUCT SHAPE & SPECIFICATION | PRESTRESSED CONCRETE CYLINDER PIPE
Concrete Compressive Strength at Core Concrete fc’ = 50 MPa (Cube = 600 kg/cm2)Concrete Compressive Strength at Coating Concrete fc’ = 40 MPa (Cube = 500 kg/cm2)
NominalDiameter
(mm)
15001600180020002100220024002500260028003000320035004000
Thicknessof Pipes
(t)(mm)
115125165175150160170175185195205215235265
TheoriticalWeight of PipeL = 6000 mm
(kg)
875210161152791628715197177942058822060242792752230962346004136253261
OuterDiameter
(OD)(mm)
17301850213021502300252027402850297031903410363039704530
Note : 1. Pipe speci�cation can be adjusted according to internal & external load acting on the pipe 2. Internal pressure > 12 Bar
PRODUCT APPLICATION
Out
ter D
iam
eter
(OD
)
Nom
inal
Dia
met
er (I
D)
THK
THK
Nominal Diameter (ID) THKTHK
Concrete CoatingBill RingConcrete Coating
Core Concrete
Spigot Ring
Core Concrete
Length
PRODUCT APPLICATION
PRODUCT SHAPE & SPECIFICATION | U-DITCH
Concrete Compressive Strength fc' = 28 MPa
Type(W) (H) (B) (C) (D) (t) (s) (Ls) L=1200 L=2400
1200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 24001200 / 2400
300300300300397400400400494497500500500594597600600600795797800800800978
100010001000117812001200120013781400142214441576160016201642
200300400500300400500600300400500600700400500600700800600700800
10001200800
100012001400100012001400160012001400160018001400160018002000
390390390390500500500500640640640640640740740740740740940940940940940
1180118011801180139013901390139016201620162016201840184018401840
294294294294390390390390488488488488488584584584584584780780780780780900900900900
108010801080108012601260126012601440144014401440
6060606070707070707070707070707070707070707070
100100100100105105105105150150150150170170170170
4545454552505050737270707073727070707372707070
101909090
106959595
1211109988
13212011099
4040404070707070707070707070707070707070707070
100100100100100100100100120120120120150150150150
4040404070707070707070707070707070707070707070
100100100100100100100100120120120120150150150150
131159187215216247278310284327369413457352396438483527488532574664754974
108912271365126613861536168618772015214122532431257827202845
262318374430432494556620568654738826914704792876966
1054976
10641148132815081948217824542730253227723072337237544030428245064862515654405690
300300300300400400400400500500500500500600600600600600800800800800800
1000100010001000120012001200120014001400140014001600160016001600
20030040050030040050060030040050060070040050060070080060070080010001200800100012001400100012001400160012001400160018001400160018002000
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
Weight (kg/pcs)
(mm)
Dimension (mm)
Wt t
C
SS
B
D
H
Ls
D
H
PRODUCT APPLICATION
PRODUCT SHAPE & SPECIFICATION | BOX CULVERT
Product Delivery Box Culvert Installation Highway Crossing Drainage Pedestrian Crossing Underpass
PRODUCT IDENTIFICATION
Span
RiseWall
h
h BC-A. 1000.1600.1200
Efective LengthRiseSpanLoad ClassProduct Type
LOAD CLASSIFICATION
Class LoadingLoad Type
ABC
Pedestrian LoadLight Duty Truck
Heavy Duty Truck
qLL = 500 kg/m2 or PL = 2 TonMST - 8 Ton
MST - 10 TonNote: MST = Muatan Sumbu Terberat (Heaviest Axle Load Vehicle)
Concrete Compressive Strength fc' = 35 MPa
TypeBox Culvert
RiseSpan Length Wall (h)
800100012001000120014001500120014001600140016001800
1200120012001200120012001200120012001200120012001200
115115115120120120120135135135150150150
707070
100100100100100100100150150150
1.2921.4301.5681.6731.8171.9612.0332.2232.3852.5472.9253.1053.285
BC.800.800.1200BC.800.1000.1200BC.800.1200.1200BC.1000.1000.1200BC.1000.1200.1200BC.1000.1400.1200BC.1000.1500.1200BC.1200.1200.1200BC.1200.1400.1200BC.1200.1600.1200BC.1400.1400.1200BC.1400.1600.1200BC.1400.1800.1200
Weight (kg/pcs)
Dimension (mm)
800800800
1000100010001000120012001200140014001400
DIMENSION SPECIFICATION
TypeBox Culvert
RiseSpan Length Wall (h)
Weight (kg/pcs)
Dimension (mm)
1000150020001500200025002000250030002000250030003500
1200120012001200120012001200120012001200120012001200
160160160250250250300300300300300300300
150150150200200200200200200250250250250
2.8423.3223.8026.2406.9907.7409.420
10.32011.22010.45511.35512.25513.155
BC.1500.1000.1200BC.1500.1500.1200BC.1500.2000.1200BC.2000.1500.1200BC.2000.2000.1500BC.2000.2500.1200BC.2500.2000.1200BC.2500.2500.1200BC.2500.3000.1200BC.3000.2000.1200BC.3000.2500.1200BC.3000.3000.1200BC.3000.3500.1200
1500150015002000200020002500250025003000300030003000
MARINE CONCRETE PRODUCTDESCRIPTIONType of Marine Product A - Jack ( Concrete Armor unit on Breakwaters ) Tetrapod ( Concrete Armor unit on Breakwaters ) Precast Harbour
DESIGN & MANUFACTURING REFERENCE
Design SNI 2847 - 2013Manufacturing WB - PCP - PS -07
PRODUCT APPLICATION
HARBOUR / JETTY STRUCTURE TRESTLE STRUCTURE CONCRETE ARMOR
PRODUCT SHAPE & SPECIFICATION | A-JACK CONCRETE ARMOR UNIT
Armor Type
A-Jack 1.3tA-Jack 4.0tA-Jack 10t
1,34,0
10,0
200030503050
fc' = 28 MPa( Cube 350 kg/cm2 )
Weight( ton )
Width( mm )
Concrete CompresiveStrength
PRODUCT SHAPE & SPECIFICATION | TETRAPOD CONCRETE ARMOR UNIT
Armor Type
Tetrapod 0.5tTetrapod 1.0tTetrapod 2.0tTetrapod 4.5tTetrapod 6.0t
0,51,02,04,56,0
9001130142018702050
fc' = 28 MPa( Cube 350 kg/cm2 )
Weight( ton )
Width( mm )
Concrete CompresiveStrength
MARINE CP
October - 2017
A new 10.000 DWT Malahayati Harbour Project is a part of government project for rehabilitate and reconstruction facilities in Nanggroe Aceh Darussalam Province after tsunami disaster in 2004. The harbour uses a precast components for pile cap, beam and half slab to ensure the quality of material and fast construction method. Precision of precast concrete is the main for success of this project.
PRECAST PILE CAP PRECAST FENDER PRECAST HALF SLAB
PRECAST HARBOUR | PROJECT REFERENCE
| Port of Malahayati
| Port of Sabang
PRECAST PILE CAP PRECAST U-BEAM PRECAST SLAB
A new Sabang Bay Harbour which located in Nanggroe Aceh Darussalam province, is design to be a CT3 transit harbour that can also accommodate 10.000 DWT boat. The purpose of this harbour is to support development around Sabang area in coming year as a business and tourism hub. The harbour is designed with precast component for pile cap, U-shell beams and half slab to ensure the quality of material and fast construction method.
| Trestle at Cirebon Coal Electric Power Plant 1x660MW
The 2-kilometer trestle at the Cirebon Coal Electrical Power Plant Area is use to distribute the coal consumed to drive the 660 MW power plant. The Trestle uses a 20-meter long of precast PC-I girder with high concrete compression strength rods for its upper structure.
DESCRIPTION
DESIGN & MANUFACTURING REFERENCE Design SNI 2847 - 2013 Indonesian Standard Code for Concrete
Manufacturing WB - PCP - PS - 11 Production Manufacturing Procedure of WIKA Beton
ACI 318 American Concrete Institute PCI Manual for the design of Hollow Core Slab
PRODUCT SHAPE & SPECIFICATION
50
150
1200
100yt
yb25
5025HCS 150
150 . 8 . 5 - 09
PC Stand Diameter :- 09 ( PC Strand Ø 9,53 mm )- 12 ( PC Strand Ø 12,7 mm )Number of PC StrandsNumber of HCS holesHCS Type
MATERIAL SPECIFICATION PRODUCT IDENTIFICATION
PC Strand : Uncoated 7-wire for prestressed concrete low-relaxation strand grade 270 (ASTM A416-90a)Concrete : C40/50 (f’c 40 MPa / Cube 500 kg/cm2) - HCS
C30/35 (f’c 30 MPa / Cube 350 kg/cm2) - Topping
November - 2017
2.Superimpossed load on left side heavy line is determine by concrete shear strenge and on the right side heavy line is limited by concrete allowable tension stress value.
Table of Superimposed load* (kN/m2)
HCS 150 (No Topping) HCS 150+50 (Topping 50mm) HCS ØMn ØVcw Span [m] Type kN.m kN 4 4.5 5 5.5 6 6.5 7 7.5 8 150. 8. 4 - 09 57.2 85.7 12.5 9.3 6.6 4.6 3.0 150. 8. 5 - 09 70.4 86.2 13.8 11.4 8.2 5.9 4.1150. 8. 6 - 09 83.2 86.7 16.7 13.2 9.7 7.1 5.1 3.6150. 8. 7 - 09 95.8 87.1 20.1 15.0 11.1 8.3 6.2 4.5 3.1150. 8. 8 - 09 108.1 87.6 20.2 16.7 12.5 9.4 7.1 5.3 3.9150. 8. 5 - 12 120.2 86.9 20.0 17.2 13.8 10.6 8.1 6.1 4.6 3.3
HCS ØMn ØVcw Span [m] Type kN.m kN 4 4.5 5 5.5 6 6.5 7 7.5 8 150. 8. 4 - 09 43.9 63.5 9.6 7.1 5.3 4.0 3.0150. 8. 5 - 09 54.0 64.3 9.8 7.9 6.3 4.8 3.7150. 8. 6 - 09 63.8 65.2 11.9 9.5 7.3 5.6 4.4 3.4150. 8. 7 - 09 73.3 66.0 13.9 10.6 8.2 6.4 5.0 4.0 3.1150. 8. 8 - 09 82.6 66.8 15.0 11.6 9.0 7.1 5.6 4.5 3.6 150. 8. 5 - 12 91.5 65.7 14.8 12.1 9.8 7.8 6.2 5.0 4.0 3.2
THE REASONS
Flexible Tidy Easy
BUILDING CP
BUILDING CONCRETE PRODUCTType of product Hollow Core Slab Precast Concrete Column Precast Concrete Beam
PRECAST FLOOR SYSTEM
HCS 200 155
1200
50
200
yt
yb22,522,534
HCS 265
1200
50
265
yt
yb
42
35
35
Table of Superimposed load (kN/m2) HCS 200 (No Topping)
HCS 200 + 50 (Topping 50mm)
HCS ØMn ØVcw Span [m] Type kN.m kN 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10
200. 6. 4 - 09 59.1 51.8 11.6 10.1 8.1 6.4 5.1 4.1 3.2200. 6. 5 - 09 72.9 52.5 11.8 10.3 9.1 7.9 6.2 5.0 4.0 3.1200. 6. 6 - 09 86.3 53.1 12.0 10.4 9.2 8.2 7.2 5.7 4.6 3.7 3.0 200. 6. 7 - 09 99.5 53.8 12.1 10.6 9.3 8.1 7.5 6.5 5.3 4.3 3.5200. 6. 4 - 12 102.2 52.7 11.8 10.3 9.1 8.1 7.3 6.6 5.4 4.4 3.6 3.0200. 6. 5 - 12 125.2 53.5 12.1 10.5 9.3 8.3 7.4 6.7 6.1 5.4 4.5 3.7 3.1200. 6. 6 - 12 146.9 54.3 12.3 10.7 9.4 8.4 7.6 6.9 6.2 5.7 5.2 4.4 3.7 3.1200. 6. 7 - 12 166.1 55.1 12.5 10.9 9.6 8.6 7.7 7.0 6.3 5.8 5.3 4.9 4.3 3.7 3.1
HCS ØMn ØVcw Span [m] Type kN.m kN 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10
200. 6. 4 - 09 67.5 65.7 14.4 11.4 8.7 6.7 5.2 4.0 3.1 200. 6. 5 - 09 83.7 66.2 14.5 12.6 11.0 9.5 7.2 5.4 4.0200. 6. 6 - 09 99.1 66.6 14.6 12.7 11.1 9.9 8.5 6.5 4.9 3.6200. 6. 7 - 09 114.2 67.1 14.7 12.8 11.2 9.9 8.9 7.6 5.9 4.5 3.3200. 6. 4 - 12 117.3 66.3 14.5 12.6 11.1 9.8 8.8 7.8 6.0 4.6 3.5200. 6. 5 - 12 143.7 66.9 14.7 12.7 11.2 9.9 8.9 8.0 7.2 6.0 4.7 3.6200. 6. 6 - 12 169.2 67.4 14.8 12.9 11.3 10.0 9.0 8.1 7.3 6.6 5.9 4.7 3.6200. 6. 7 - 12 193.6 68.0 14.9 13.0 11.4 10.1 9.1 8.2 7.4 6.7 6.1 5.6 4.5 3.6
Table of Superimposed load (kN/m2) HCS 265 (No Topping)
HCS ØMn ØVcw Span [m] Type kN.m kN 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16265.5. 6 - 09 122.8 79.0 18.1 15.8 13.9 12.4 11.2 9.5 7.8 6.4 5.2 4.3 3.5265.5. 8 - 09 160.4 80.5 18.4 16.1 14.2 12.7 11.5 10.4 9.5 8.0 6.7 5.6 4.6 3.8 3.2265.5.10 - 09 189.6 79.1 18.1 15.8 13.9 12.5 11.2 10.2 9.2 8.5 7.7 6.5 5.5 4.6 3.8 3.2265.5.12 - 09 225.3 80.9 18.5 16.2 14.3 12.8 11.5 10.5 9.5 8.7 8.0 7.4 6.5 5.6 4.7 4.0 3.4265.5.14 - 09 252.4 80.5 18.4 16.1 14.2 12.7 11.5 10.4 9.5 8.7 8.0 7.4 6.8 6.2 5.4 4.6 3.9 3.3265.5.10 - 12 301.5 78.2 17.8 15.6 13.8 12.3 11.1 10.0 9.1 8.4 7.7 7.1 6.6 6.1 5.6 5.3 4.9 4.3 3.7 3.2
HCS 265 + 50 (Topping 50mm)
HCS ØMn ØVcw Span [m] Type kN.m kN 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16265.5. 6 - 09 135.0 93.8 21.0 18.3 16.1 14.4 12.9 10.1 8.2 6.7 5.3 4.1 3.0265.5. 8 - 09 176.8 94.9 21.3 18.5 16.3 14.6 13.1 11.8 10.7 9.0 7.2 5.8 4.5 3.5 265.5.10 - 09 209.6 93.5 20.9 18.2 16.1 14.3 12.8 11.6 10.5 9.6 8.6 7.0 5.7 4.5 3.5265.5.12 - 09 248.8 94.9 21.3 18.6 16.3 14.6 13.1 11.8 10.7 9.8 9.0 8.2 7.1 5.8 4.7 3.7265.5.14 - 09 279.6 94.5 21.2 18.5 16.3 14.5 13.0 11.7 10.6 9.7 8.9 8.2 7.5 6.7 5.5 4.5 3.6265.5.10 - 12 339.6 92.6 20.7 18.0 15.9 14.1 12.7 11.4 10.4 9.5 8.7 8.0 7.3 6.8 6.3 5.8 5.4 4.1 3.3
HCS 320
50
320
1200
yt
yb
37
45
35
Table of Superimposed load (kN/m2) HCS 400 (No Topping)
HCS 400 + 50 (Topping 50mm)
HCS 400
50
400
1200
yt
yb
45
40
50
HCS ØMn ØVcw Span [m] Type kN.m kN 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16400.5.10 - 09 267.8 134.5 31.3 27.4 24.3 21.8 19.7 17.9 16.3 15.0 13.8 12.0 10.3 8.9 7.6 6.6 5.7 4.9 4.2 3,6400.5.12 - 09 329.2 136.2 31.8 27.8 24.7 22.1 20.0 18.1 16.6 15.2 14.1 13.0 12.1 11.2 10.2 8.9 7.8 6.8 6.0 5.1 4.4 3.7 3.1400.5.14 - 09 389.4 137.9 32.2 28.2 25.0 22.4 20.3 18.4 16.8 15.5 14.3 13.2 12.3 11.4 10.7 10.0 9.4 8.4 7.3 6.4 5.6 4.8 4.2 3.6 3.1400.5.10 - 12 459.0 137.4 32.1 28.1 24.9 22.3 20.2 18.3 16.7 15.4 14.2 13.2 12.2 11.4 10.6 9.9 9.3 8.8 8.2 7.6 6.7 5.9 5.1 4.5 3.9 3.3400.5.12 - 12 546.5 139.6 32.6 28.6 25.4 22.7 20.5 18.7 17.1 15.7 14.5 13.4 12.5 11.6 10.9 10.2 9.5 9.0 8.4 8.0 7.5 7.1 6.6 5.8 5.2 4.6 4.0
HCS ØMn ØVcw Span [m] Type kN.m kN 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16400.5.10 - 09 282.7 149.2 34.3 29.9 26.5 23.7 21.3 19.3 17.6 16.2 14.1 12.0 10.2 8.7 7.4 6.3 5.3 4.5 3.7 3.1400.5.12 - 09 346.5 150.5 34.6 30.3 26.8 23.9 21.6 19.6 17.8 16.3 15.0 13.9 12.9 11.9 10.1 8.7 7.5 6.5 5.6 4.8 3.9 3.1400.5.14 - 09 409.1 155.1 35.8 31.3 27.7 24.8 22.4 20.3 18.5 17.0 15.6 14.4 13.4 12.4 11.6 10.8 10.1 8.5 7.4 6.4 5.4 4.5 3.7 3.0400.5.10 - 12 483.3 151.8 35.0 30.6 27.0 24.2 21.8 19.8 18.0 16.5 15.2 14.0 13.0 12.1 11.2 10.5 9.8 9.2 8.6 7.9 6.8 5.8 4.9 4.1 3.3400.5.12 - 12 576.5 153.7 35.4 31.0 27.4 24.5 22.1 20.1 18.3 16.8 15.4 14.3 13.2 12.3 11.4 10.7 10.0 9.4 8.8 8.3 7.8 7.3 6.6 5.7 4.9 4.1 3.5
Table of Superimposed load (kN/m2) HCS 320 (No Topping)
HCS ØMn ØVcw Span [m] Type kN.m kN 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
320.5. 6 - 09 155.1 103.2 23.9 21.0 18.6 16.6 15.0 12.6 10.5 8.7 7.3 6.1 5.1 4.2 3.4320.5. 8 - 09 204.6 104.9 24.4 21.3 18.9 16.9 15.3 13.9 12.7 11.0 9.3 7.8 6.6 5.5 4.6 3.9 3.2 320.5.10 - 09 244.1 103.6 24.0 21.0 18.6 16.7 15.0 13.7 12.5 11.5 10.6 9.1 7.7 6.5 5.5 4.7 4.0 3.3320.5.12 - 09 282.8 103.1 23.9 20.9 18.6 16.6 15.0 13.6 12.4 11.4 10.5 9.7 8.8 7.5 6.5 5.5 4.7 4.0 3.4320.5.10 - 12 345.5 98.2 22.6 19.8 17.5 15.7 14.1 12.8 11.7 10.7 9.9 9.1 8.5 7.9 7.3 6.6 5.7 4.9 4.2 3.6 3.1320.5.12 - 12 407.0 100.0 23.1 20.2 17.9 16.0 14.4 13.1 12.0 11.0 10.1 9.3 8.7 8.1 7.5 7.0 6.6 6.1 5.5 4.8 4.2 3.6 3.1
HCS 320 + 50 (Topping 50mm)
HCS ØMn ØVcw Span [m] Type kN.m kN 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16
320.5. 6 - 09 164.8 118.9 27.1 23.7 21.0 18.7 15.5 12.7 10.4 8.6 7.1 5.8 4.8 3.8 320.5. 8 - 09 217.7 120.1 27.4 24.0 21.2 18.9 17.0 15.4 14.1 12.5 10.3 8.4 6.8 5.5 4.4 3.4320.5.10 - 09 260.0 118.7 27.1 23.6 20.9 18.7 16.8 15.2 13.9 12.7 11.6 10.0 8.3 6.8 5.6 4.5 3.6320.5.12 - 09 301.4 118.1 26.9 23.5 20.8 18.6 16.7 15.1 13.8 12.6 11.6 10.7 9.7 8.1 6.7 5.5 4.5 3.6320.5.10 - 12 374.1 110.9 25.0 21.8 19.3 17.2 15.4 14.0 12.7 11.6 10.6 9.8 9.0 8.4 7.8 7.0 5.8 4.8 3.9 3.1320.5.12 - 12 451.3 112.1 25.4 22.1 19.5 17.4 15.6 14.2 12.9 11.8 10.8 9.9 9.2 8.5 7.9 7.3 6.8 6.4 5.5 4.6 3.8 3.1
PRODUCT IMPLEMENTATION
Precast Collumn Installation Precast Beam InstallationHCS Installation
HCS Installation Detail Joint InstallationApplication on High Rise Building
PRODUCT APPLICATION
Warehouse Floors O�ces and Apartment Floors Car Park Floors
No Description Notation/Unit HCS-150 HCS-200 HCS-265 HCS-320 HCS-400No Topping Topping No Topping Topping No Topping Topping No Topping Topping No Topping Topping
123456789
Area
Moment of InertiaBottom Section ModulusTop Section ModulusConcrete Shear WidthUnit weight of HCS
cm2cmcm
cmcmcmkg/m’kg/m’
AybytIxZbZtbwwq
1117.57.47.6
28,9873,9003,82934.7
268.213.0
--10.69.4
66,0286,2137,04434.7
412.213.0
1195.89.9
10.160,8916,1576,02221.5
287.017.3
--13.711.3
119,5788,722
10,59021.5
431.017.3
1624.613.113.4
144,18010,97410,790
23.4389.922.8
--17.014.5
244,32014,38716,828
23.4533.922.8
1881.215.716.3
243,06815,50014,894
24.9451.527.5
--19.817.2
388,34419,65822,518
24.9595.527.5
HCS SECTION PROPERTIES
2368.019.520.5
471,64524,15323,037
28.4568.334.3
--23.721.3
697,61329,48332,691
28.4712.334.3
- ENGINEERINGIn order to respond to the customers’ needs Wika Beton is able to provide engineering services
to review the design. The engineering softwares are always updated and the engineers are trained to keep up with
the latest softwares.The engineering services are meant for design review so that the customers will get feed back
whether their design is efficient enough.It is important as some of the products are customized and subject to the required design.
- DELIVERY- INSTALLATION- CONSTRUCTION
HEAD OFFICEWIKA TOWER 1, Jl. D.I. Panjaitan Kav. 9, RT. 01/RW. 11, Cipinang Cimpedak, Jatinegara, Jakarta Timur 13340Telp. : (021) 8192802Humas : [email protected] : marketing@wika-
beton.co.idWeb. : www.wikabeton.co.id
SEKRETARIAT PPWBWIKA TOWER 1, Jl. D.I. Panjaitan Kav. 9, RT. 01/RW. 11, Cipinang Cimpedak, Jatinegara, Jakarta Timur 13340Telp. : (021) 8192802Email : [email protected]
SAlES OFFICESWIlAYAH PENJUAlAN IJl. Gunung Krakatau No. 15, Medan 20239 Telp. : (061) 6626225, 6627577Fax. : (061) 6628076Email : [email protected]
WIlAYAH PENJUAlAN I (REPRESENTATIF RIAU)Komplek Perkantoran Grand Sudirman Blok D-17, Jl. Parit Indah/Datuk Setia Maharaja, Pekanbaru 28282Telp. : (0761) 849909 Fax. : (0761) 849909Email : [email protected]
WIlAYAH PENJUAlAN IIJl. Bambang Utoyo, Rama Kasih Raya No. 957, Palembang 30115 Telp. : (0711) 712534, 712510 Fax. : (0711) 720093 Email : [email protected]
FACTORIESSUmATERA UTARAJl. Binjai Km. 15,5 No. 1, DiskiDeli Serdang 20351 Telp. : (061) 8821543, 8821111 Fax. : (061) 8821668Email : [email protected]
lAmPUNGJl. Raya Tegineneng Km. 35, Desa Bumi Agung, Pesawaran 35363 Telp. : (0725) 411318 Fax. : (0725) 7851568 Email : ppb _lampung@wika-beton. co.id
lAmPUNG SElATANJl. Wijaya Karya Beton(Jl. Lintas Timur Sumatera Km. 4)Dusun Yogaloka, Desa Sumur,Kec. Ketapang, KabupatenLampung Selatan
BOGORJl. Raya Narogong Km. 26, Cileungsi, Bogor 16820 Telp. : (021) 8674010 Fax. : (021) 8674018Email : [email protected]
KARAWANGJl. Surya Madya III Kav. I-34 Kawasan Industri Suryacipta Karawang 41361 Telp. : (021) 89115167 Fax. : (0267) 8610259Email : ppb_karawang@wika-beton. co.id
SUBANGKarangmukti, Cipeundeuy, Subang Regency, West Java 41262
WIlAYAH PENJUAlAN II (REPRESENTATIF lAmPUNG)Jl. Wolter Monginsidi No. 222 Teluk Betung, Bandar Lampung 35215 Telp. : (0721) 482336 Fax : (0721) 482336Email : [email protected]
WIlAYAH PENJUAlAN IIIJl. Biru Laut X No. 20-21,Jakarta 13340 Telp. : (021) 8193024 Fax. : (021) 8560694Email : [email protected]
WIlAYAH PENJUAlAN IVJl. Teuku Umar No. 21, Semarang 50234 Telp. : (024) 8411890, 8318787 Fax. : (024) 8318135, 8318091Email : [email protected]
WIlAYAH PENJUAlAN VGedung Tamansari Papilio Lantai 5,Jl. Ahmad Yani No. 176 - 178,SurabayaTelp. : (031) 99003395, 99003396Email : [email protected]
WIlAYAH PENJUAlAN VIJl. Kima Raya II Kav. S/4-5-6 Kawasan Industri Makassar,Makassar 90241 Telp. : (0411) 511761, 4723100 Fax. : (0411) 511955 , 4723166Email : [email protected]
WIlAYAH PENJUAlAN VIIBalikpapan Super Blok/E-Walk Blok A No. 1, Jl. Jenderal Sudirman, Balikpapan, Kalimantan TimurTelp. : (0542) 877027Fax. : (0542) 877027Email : [email protected]
mAJAlENGKA Jl. Raya Barat Burujul Kulon, Jatiwangi, Majalengka 45454 Telp. : (0233) 882575 Fax. : (0233) 882575Email : ppb_majalengka@wika- beton.co.id
BOYOlAlIJl. Raya Boyolali-Solo Km. 4,5 Mojosongo, Boyolali 57300 Telp. : (0276) 321138 Fax. : (0276) 322136 Email : ppb_boyolali@wika-beton. co.id
PASURUANJl. Raya Kejapanan No. 323 Gempol, Pasuruan 67155 Telp. : (0343) 851488, 852130, 853161 Fax. : (0343) 851480Email : ppb_pasuruan@wika-beton. co.id
SUlAWESI SElATANJl. Kima Raya II Kav. S/4-5-6 Kawasan Industri Makasar,Makasar 90241 Telp. : (0411) 511764 Fax. : (0411) 4723206 Email : ppb_sulsel@wika-beton. co.id
CRUSHING PlANT BOGORKampung Cikalong, Desa Mekar Jaya, Kecamatan Cigudeg, Kabupaten Bogor 16660Telp. : (0251) 8680232
CRUSHING PlANTDONGGAlA-PAlULoli Dondo, Banawa, Donggala Regency, Central Sulawesi
Head Office, SaleS OfficeS, factOrieS, S u b S i d iar i e S and aSSOciate cOmpany
SUBSIDIARIESPT WIJAYA KARYA KOmPONEN BETON (PT WIKA KOBE)Jl. Surya Madya III, Kav. I-28QKawasan Industri Suryacipta,Karawang 41361Telp. : (0267) 8630416-17, 8637597Fax. : (0267) 8630349Email : [email protected]
PT WIJAYA KARYA KRAKATAU BETON (PT WIKA KRATON)Jl. Australia I, Kav. K2/1,Kawasan KIEC Kel. Warnasari,Kec. Citangkil, Kota Cilegon
PT CITRA lAUTAN TEDUH(PT WIKA ClT)Jl. Hang Jebat Km. 1, Batu Besar,Kota Batam 29432Telp. : (0778) 761185, 761186Fax. : (0778) 761184
ASSOCIATE COmPANY PT WIJAYA KARYA PRACETAK GEDUNGGedung Kokar WIKA, Lantai 2Jalan Biru Laut No. 4, Cipinang Cempedak, Jatinegara,Jakarta Timur 13340Telp. : (021) 22892549
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Head OfficeFactorySales OfficeRepresentative OfficeFactory (In Progress)QuarrySubsidiariesSub OfficeOwn Port
DKI Jakarta
KarawangWIKA KOBE
HEAD OFFICE
Jayapura
Manado
Lampung
WIKA CLT
South Lampung
WIKA KRATONBogor
WIKA Pracetak GedungBogor
Banjarmasin
Majalengka
Boyolali
Surabaya
Pasuruan
Semarang
MedanNorth Sumatera
Pekanbaru
South Sulawesi
Makassar
Donggala
East Kalimantan
Balikpapan
Lampung
Palembang
South Lampung
Subang
Jakarta
Mataram
