BRIDGE PRODUCT · 2019-07-06 · BRIDGE PRODUCT DESCRIPTION Typ e of PC G irder PC U G irder :...
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BRIDGE PRODUCT DESCRIPTION Type 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 cm 2 Inertia : 12,633,291 cm 4 Area : 10,366 cm 2 Inertia : 19,634,469 cm 4 Area : 11,878 cm 2 Inertia : 31,358,776 cm 4 Area : 13,066 cm 2 Inertia : 43,340,406 cm 4 POST-TENSION PC-U GIRDER SPECIFICATION PC U H-120cm Beam Support Reaction (kN) Beam Spacing / fc' ( cm / MPa ) Beam Spacing / fc' ( cm / MPa ) Beam Spacing / fc' ( cm / MPa ) Beam Spacing / fc' V DL V LL Vult PC U H-140cm Beam Support Reaction (kN) V DL V LL Vult PC U H-165cm Beam Support Reaction (kN) V DL V LL Vult PC U H-185cm Beam Support Reaction (kN) 364 386 409 432 454 477 499 522 545 532 1085 1140 1194 1248 1303 1357 1411 1466 1520 1417 344 358 372 386 400 414 428 442 456 409 310 / 40 310 / 40 310 / 40 310 / 40 310 / 40 310 / 40 310 / 40 310 / 40 310 / 40 270 / 50 510 534 558 583 614 638 662 686 710 735 759 742 1397 1453 1509 1566 1631 1687 1743 1799 1855 1911 1967 1834 414 428 442 456 470 484 498 512 526 540 554 494 310 / 40 310 / 40 310 / 40 310 / 40 310 / 40 310 / 40 310 / 50 310 / 50 310 / 50 310 / 50 310 / 60 270 / 60 742 768 794 820 861 887 913 877 1866 1924 1982 2040 2117 2175 2221 2045 512 526 540 554 568 582 588 518 310 / 40 310 / 40 310 / 40 310 / 40 310 / 50 310 / 50 310 / 50 270 / 50 992 1020 1047 1074 1102 1129 1157 1111 1136 2331 2378 2425 2473 2520 2567 2614 2414 2457 595 602 609 616 622 629 636 560 566 310 / 50 310 / 50 310 / 50 310 / 50 310 / 50 310 / 60 310 / 60 270 / 60 270 / 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) 13 14 15 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 V DL ( cm / MPa ) V LL Vult BRIDGE PRODUCT
Transcript of BRIDGE PRODUCT · 2019-07-06 · BRIDGE PRODUCT DESCRIPTION Typ e of PC G irder PC U G irder :...
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
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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
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