bridge strengthening works at nikachhu zam, …
Post on 26-Dec-2021
3 Views
Preview:
TRANSCRIPT
BRIDGE STRENGTHENING WORKS AT NIKACHHUZAM, WANGDUE - TRONGSA HIGHWAY
REBAR CODES & SHAPE DETAILS
7
6
5
4
3
BSW-NKZ-DL-01DRAWING LIST2
COVER PAGE1
DRAWING NUMBERDESCRIPTION SL
GENERAL NOTES
DRAWING LIST
8
WEDGE DETAILS
DETAILS "AA" & DETAILS "BB"
FOOTING PLAN & REINFORCEMENT DETAILS13
12
11
10
9
FRONT ELEVATION
LEFT TRESTLE
DETAILS 'A' & 'B'
RIGHT TRESTLE
BSW-NKZ-02
BSW-NKZ-03
BSW-NKZ-04
BSW-NKZ-05
BSW-NKZ-06
BSW-NKZ-07
BSW-NKZ-08
BSW-NKZ-09
BSW-NKZ-10
BSW-NKZ-11
BSW-NKZ-12MESH DETAILS, SECTION "C-C" & SECTION "D-D" OF TRESTLE FOOTING14
STEEL PLACEMENT PLAN AND SECTION DETAILS15
GABION WALL LAYOUT16
BSW-NKZ-13
BSW-NKZ-14
BSW-NKZ-15
17 BSW-NKZ-16REBAR SCHEDULE OF TRESTLE FOUNDATION
TYPICAL UNIT OF TRESTLE PLAN AND PLAN C-C
PLAN B-B & PLAN A-A
SHEET CONTENTS :ROYAL GOVERNMENT OF BHUTAN
Ministry of Works & Human settlementDepartment of Roads, Design Division
Thimphu, Bhutan
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
NTS.
DESIGN
DRAWN
CHECKED
APPROVED
BSW-NKZ-
DL-01
DRAWING LIST
KARMA TENZIN (Chief Engineer)
JUNE 2015
UGYEN PHUNTSHO (ENGINEER)
BRIDGE STRENGTHENING WORKS AT NIKKA CHUZAM ON WANGDUE - TRONGSA HIGHWAY FORMHPA
SH: STEEL STAGING WORKS
MASUMI ANDO (JICA Engineer)
MASUMI ANDO (JICA Engineer)
GENERAL NOTES FOR ABUTMENT CONSTRUCTION
A. GENERAL
1. THE NOTES IN THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL
RELEVANT DRAWING PERTAINING TO THE BRIDGE.
2. UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS IN MILLIMETER (mm) AND
ALL LEVELS ARE IN METER (m). DIMENSIONS ARE NOT TO BE SCALED AND ONLY
WRITTEN DIMENSION ARE TO BE FOLLOWED.
3. THE CONTRACTOR SHALL VERIFY ALL CHAINAGES, REDUCED LEVELS,
COORDINATES AND DIMENSIONS BEFORE START OF THE WORK. INCASE
OF ANY DISCREPANCY, THE MATTER SHALL BE BROUGHT TO NOTICE OF
THE ENGINEER.
4. ABUTMENTS OF THE BRIDGE IS DESIGNED AS PER IRC - 21 & IS 456 USING MIDAS CIVIL.
5. LOADING: CLASS 24R AS PER IRC.
B. CONCRETE
UNLESS OTHERWISE SPECIFICALLY MENTIONED IN THE DRAWINGS OR DIRECTED
BY THE ENGINEER, CONCRETE GRADE SHALL BE AS PER THE RELATED SECTION
OF CONTRACT DOCUMENT PARTLY REPRODUCED AS BELOW:
APPLICATION LOCATION SPECIFIED COMPRESSIVE STRENGTH IN CUBE
(28 DAYS) IN MPa
REINFORCED CONCRETE (RCC)
FOOTING SLAB AND ABUTMENT. M25
PLAIN CEMENT CONCRETE (PCC)
FOR LEVELING. M10
C. REINFORCEMENT
1. ALL REINFORCEMENT SHALL BE OF HIGH YIELD STRENGTH
DEFORMED BARS (MIN fy 500 MPa).
2. SCHEDULLING OF BAR IS DONE IN ACCORDANCE WITH ISO 4066:2000.
3. MINIMUM LAP LENGTH OF REINFORCEMENT SHALL BE CONFORM TO
AASHTO/2007. IF 50% OF REINFORCEMENT IS TO BE SPLICED PROVIDE
CLASS B AND FOR 100% SPLICING PROVIDE CLASS C AS SHOWN BELOW:
BAR DIA
mm
10 300
41212
73216
926
18
114420
1384
22
178725
224728
292732
4. CLEAR CONCRETE COVER TO REINFORCEMENT IS AS FOLLOW.
UNLESS OTHERWISE SPECIFIED BY ENGINEER,
THIS SHALL BE FOLLOWED THROUGHOUT THE CONSTRUCTION.
ABUTMENT (ALL SIDES) = 50 MM
(UP TO OUTER FACE OF MAIN REINFORCEMENT)
RETURN WALL (ALL SIDES) = 50 MM
(UP TO OUTER FACE OF MAIN REINFORCEMENT)
5. SPECIFICALLY MADE COVER BLOCKS OF SAME STRENGTH AS THAT
OF CONCRETE AND DIMENSION AS PROVIDED IN DRAWINGS SHALL BE
ONLY USED TO OBTAIN THE UNIFORMITY OF CLEAR COVER THROUGH
OUT THE CONSTRUCTION.
D. WATER
WATER TO BE USED IN THE CONCRETING AND CURING SHALL BE
PORTABLE WATER.
E. SUPERVISION
CONSTRUCTION WORK MUST BE SUPERVISED BY A COMPETENT
SUPERVISION ENGINEER.
374
538
957
1211
1495
1809
2337
2931
3828
DEV.
LENGTH, mm
SPLICE LENGTH, mm
CLASS A CLASS BCLASS C
300
317
563
713
880
1064
1374
1724
2252
220
317
563
713
880
1064
1374
1724
2252
SHEET CONTENTS :ROYAL GOVERNMENT OF BHUTAN
Ministry of Works & Human settlementDepartment of Roads, Design Division
Thimphu, Bhutan
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
NTS.
DESIGN
DRAWN
CHECKED
APPROVED
BSW-NKZ-02GENERAL NOTESBRIDGE STRENGTHENING WORKS AT NIKKA CHUZAM ON WANGDUE - TRONGSA HIGHWAY FORMHPA
SH: STEEL STAGING WORKS KARMA TENZIN (Chief Engineer)
JUNE 2015
UGYEN PHUNTSHO (ENGINEER)
MASUMI ANDO (JICA Engineer)
MASUMI ANDO (JICA Engineer)
1(ART. 5.10 AASHTO LRFD 2007)
REBAR DESIGNATION DIA, mm
AREA, mm2
UNIT WT., kg/m REBAR TYPE
T10 10 79 0.617 IS : 1786 GRADE Fe 500T12 12 113 0.888
TIE/STIRRUPS OTHER 900 1350 900 1800
T16 16 201 1.578
T10 40 60 60 75 120 65
T20 20 314 2.466
T12 48 72 72 75 144 65
T25 25 491 3.853
T16 64 96 96 96 192 65
T28 28 616 4.834
T20 - 120 240 120 240 80
T32 32 804 6.313
T25 - 150 300 150 300 100T28 - 168 168 336 112T32 - 256 192 384 128
1 ALL REINFORCEMENT SHALL BE COLD BEND
REBAR DESIGNATION
BENDING DIAMETER
TIE/STIRRUPS
STANDARD HOOK EXTENSION, mm
OTHER
IS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500IS : 1786 GRADE Fe 500
TABLE 3 : STANDARD RE-BAR PROPERTIES
(UNIT WT. 0.00785 kg / mm² /m)
IS : 1786 GRADE Fe 500
TABLE 4 : STANDARD HOOK AND BEND REQUIREMENT
DETAILED LENGTH HOOK LENGTHUNBEND HOOK LENGTH
OFFSET LENGTH
HOOK EXTENSION
BEND DIAMETER
DETAILED LENGTHUNBEND HOOK LENGTH
BEND DIAMETER
HOO
K LE
NGT
H
HOO
K EX
TEN
.
12BNED + BAR
DETAILED LENGTHUNBEND HOOK LENGTH
BEND DIAMETER
12 BEND + BAR
OFFSET LENGTH
HOOK EXTN.
HOOK LENGTH
DETAILED LENGTHUNBEND HOOK LENGTH
BEND DIAMETER
12 BEND + BAR
HOOK EXTENSION
HOOK LENGTH
OFF
SET
LEN
GTH
BAR
DIA
BAR
DIA
BAR
DIA
BAR
DIA
45° HOOK
90° HOOK
135° HOOK
180° HOOK
REBAR HOOK SPECIFICATION
SHAPE CODE
SHPAE
00
a
11
b
Total Length :a
a
Total Length :
r
a
b d
c51
Total Length :2(a+b)+16d
21
b
a c
Total Length :a+b+c-r-2d
SHAPE CODE AS PER ISO 4066 : 2000
LEGEND :
r = BENDING RADIUS AS
PER TABLE 4
d = DIAMETER OF BAR
a/b/c/d = AS SHOWN
a+b - ½ r-d
NOTES
GENERAL
1. ALL THE DIMENSIONS ARE IN MILLIMETER
UNLESS OTHERWISE MENTIONED.
2. DO NOT SCALE THIS DRAWINGS.
USE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE
CONTRACTOR MUST CHECK THE
DIMENSIONS, LEVELS AND
MEASUREMENTS. DISCREPANCY
IF ANY TO BE REPORTED TO THE
ENGINEER BEFORE EXECUTION.
MATERIALS
1. CONCRETE 28 DAYS STRENGTH
IN CUBE, fck = 25 MPa.
2. YIELD STRENGTH OF STEEL,
fy = 500 MPa (GRADE Fe 500, IS 1786).
3. DETAILS OF STEEL IS MENTIONED
IN THE DRAWING AND ITS QUANTITY
IN THE BAR BENDING SCHEDULE.
T - HIGH YIELD DEFORMED BAR
Y - DEFORMED MS BAR
R - ROUND MS BAR
BAR MARK
41-01-T 16-150-BOTT.
NOS. OF BAR
BAR MARK
TYPE OF REBAR
SPACING
DIA. OF REBAR
LOCATION / REMARK
LEGEND:
r = BENDING RADIUS AS PER TABLE 4
d = DIAMETER OF BAR
a/b/c/d = AS SHOWN
SHEET CONTENTS :ROYAL GOVERNMENT OF BHUTAN
Ministry of Works & Human settlementDepartment of Roads, Design Division
Thimphu, Bhutan
REVISION DATE DRAWING NO.
SCALE:
FIRST ISSUE
NAME & SIGNATURE
(as Sheet A3 size)
NTS.
DESIGN
DRAWN
CHECKED
APPROVED
BSW-NKZ-03
16M SPAN RCC DECK GIRDERBRIDGE
(7.00 M CARRIAGEWAY)GENERAL PLAN
GEMZINA ZAM On
Wangdue-TrongsaPrimary National
Highway KARMA TENZIN (Chief Engineer)
JUNE 2015
UGYEN PHUNTSHO (ENGINEER)
MASUMI ANDO (JICA Engineer)
MASUMI ANDO (JICA Engineer)
18000
200
300
350 500500
3600 800800
150
300
350
3600800 800
45004000
2000 1500 1000
4900
5400
5500
2000
500500
4850
5350
5450
2000
1500 1500 1000
100 100
25000
800
850
DRAWING NO.
SCALE:
(as Sheet A3 size)
NTS.
SHEET CONTENTS :ROYAL GOVERNMENT OF BHUTAN
Ministry of Works & Human settlementDepartment of Roads, Design Division
Thimphu, Bhutan
REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
SIDE ELEVATIONBRIDGE STRENGTHENING WORKS AT NIKKA CHUZAM ON WANGDUE - TRONGSA HIGHWAY FORMHPA
SH: STEEL STAGING WORKS
BSW-NKZ-04
KARMA TENZIN (Chief Engineer)
JUNE 2015
UGYEN PHUNTSHO (ENGINEER)
MASUMI ANDO (JICA Engineer)
MASUMI ANDO (JICA Engineer)
RCC Girder
800 800500
DRAWING NO.
SCALE:
(as Sheet A3 size)
1:60
SHEET CONTENTS :ROYAL GOVERNMENT OF BHUTAN
Ministry of Works & Human settlementDepartment of Roads, Design Division
Thimphu, Bhutan
REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
RIGHT TRESTLE MASUMI ANDO (Sr. Volunteer, JICA)
BRIDGE STRENGTHENING WORKS AT NIKKA CHUZAM ON WANGDUE - TRONGSA HIGHWAY FORMHPA
SH: STEEL STAGING WORKS
BSW-NKZ-05
KARMA TENZIN (Chief Engineer)
JUNE 2015
UGYEN PHUNTSHO (ENGINEER)
MASUMI ANDO (JICA Engineer)
RCC Girder
300
350
1680 320 1680
800800 500
7000
DRAWING NO.
SCALE:
(as Sheet A3 size)
1:50
SHEET CONTENTS :ROYAL GOVERNMENT OF BHUTAN
Ministry of Works & Human settlementDepartment of Roads, Design Division
Thimphu, Bhutan
REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
LEFT TRESTLEBRIDGE STRENGTHENING WORKS AT NIKKA CHUZAM ON WANGDUE - TRONGSA HIGHWAY FORMHPA
SH: STEEL STAGING WORKS
BSW-NKZ-06
KARMA TENZIN (Chief Engineer)
JUNE 2015
UGYEN PHUNTSHO (ENGINEER)
MASUMI ANDO (JICA Engineer)
MASUMI ANDO (JICA Engineer)
PLAN C-C
TYPICAL DETAIL OF TRESTLE UNIT
A
B B
A
CC
C C
23.5 Ø HOLE FOR22 Ø BOLTS
DETAIL OF BASE PL.
NOTES:1. ALL DIMENSIONS ARE IN MILLIMETER & LEVELS ARE IN METER UNLESS OTHERWISE NOTED
2. ALL STRUCTURAL STEEL SHALL CONFORM TO IS: 2062
3. ALL WELD SHALL CONFORM TO IS: 9595
4. LENGTH OF ALL INCLINED MEMBERS AND THE SHAPE AND SIZE OF THE GUSSET PLATES
SHALL BE MADE FROM FULL SCALE LAYOUT BEFORE FABRICATION.
5. ALL WELDS TO BE 6 mm. THK. FILLET UNLESS OTHERWISE NOTED.
6. ALL HOLES ARE 23.5Ø FOR 22Ø BOLTS OF PROPERTY CLASS 5.8 CONFORMING TO IS: 1363
7. ALL GUSSET ARE 10 mm THK. PLATE UNLESS OTHERWISE NOTED
L 75X75X8-2000 LG.
L 75X75X8-2339 LG.
L 130X130X12-2000 LG.
L 130X130X12-2000 LG.
L 75X75X8-2000 LG.
PL.310X10 TH -320 LG. (TYP)
PL 134X10 TH-134 LG.
L 75X75X8-2339 LG.
L 75X75X8-2000 LG.
L 75X75X8-2339 LG.
PL 134X10 TH-134 LG.
L 130X130X12-2000 LG.
L 75X75X8-2339 LG.
L 130X130X12-2000 LG.
PL.310X10 TH -320 LG. (TYP)
L 75X75X8-2000 LG.
DRAWING NO.
SCALE:
(as Sheet A3 size)
1:20
SHEET CONTENTS :ROYAL GOVERNMENT OF BHUTAN
Ministry of Works & Human settlementDepartment of Roads, Design Division
Thimphu, Bhutan
REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
TYPICAL DETAIL OFTRESTLE UNIT &
PLAN "CC"
BRIDGE STRENGTHENING WORKS AT NIKKA CHUZAM ON WANGDUE - TRONGSA HIGHWAY FORMHPA
SH: STEEL STAGING WORKS
BSW-NKZ-07
KARMA TENZIN (Chief Engineer)
JUNE 2015
UGYEN PHUNTSHO (ENGINEER)
MASUMI ANDO (JICA Engineer)
MASUMI ANDO (JICA Engineer)
PLAN B-B
PLAN A-A
L 75X75X8-2000 LG.
L 75X75X8-2000 LG.
L 75X75X8-2000 LG.
L 75X75X8-2000 LG.
PL. 305X10-305 LG.
L 75X75X8-2000 LG.
L 75X75X8-2000 LG.
L 75X75X8-2000 LG.
L 75X75X8-2000 LG.
L 75X75X8-2609 LG.
L 75X75X8-1249 LG.
PL. 200x10 TH-420 LG. PL.305X10 TH
-305 LG. (TYP)
L 75X75X8-1210 LG.
DRAWING NO.
SCALE:
(as Sheet A3 size)
1:20
SHEET CONTENTS :ROYAL GOVERNMENT OF BHUTAN
Ministry of Works & Human settlementDepartment of Roads, Design Division
Thimphu, Bhutan
REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
PLAN "B-B"&
PLAN "A-A"
BRIDGE STRENGTHENING WORKS AT NIKKA CHUZAM ON WANGDUE - TRONGSA HIGHWAY FORMHPA
SH: STEEL STAGING WORKS
BSW-NKZ-08
KARMA TENZIN (Chief Engineer)
JUNE 2015
UGYEN PHUNTSHO (ENGINEER)
MASUMI ANDO (JICA Engineer)
MASUMI ANDO (JICA Engineer)
300
350
DRAWING NO.
SCALE:
(as Sheet A3 size)
1:25
SHEET CONTENTS :ROYAL GOVERNMENT OF BHUTAN
Ministry of Works & Human settlementDepartment of Roads, Design Division
Thimphu, Bhutan
REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
DETAILS 'A' & 'B'BRIDGE STRENGTHENING WORKS AT NIKKA CHUZAM ON WANGDUE - TRONGSA HIGHWAY FORMHPA
SH: STEEL STAGING WORKS
BSW-NKZ-09
KARMA TENZIN (Chief Engineer)
JUNE 2015
UGYEN PHUNTSHO (ENGINEER)
MASUMI ANDO (JICA Engineer)
MASUMI ANDO (JICA Engineer)
600
500
600
500
250
322
250
620
250
310
250
596
DRAWING NO.
SCALE:
(as Sheet A3 size)
1:50
SHEET CONTENTS :ROYAL GOVERNMENT OF BHUTAN
Ministry of Works & Human settlementDepartment of Roads, Design Division
Thimphu, Bhutan
REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
DETAILS "AA"&
DETAILS "BB"
BRIDGE STRENGTHENING WORKS AT NIKKA CHUZAM ON WANGDUE - TRONGSA HIGHWAY FORMHPA
SH: STEEL STAGING WORKS
BSW-NKZ-10
KARMA TENZIN (Chief Engineer)
JUNE 2015
UGYEN PHUNTSHO (ENGINEER)
MASUMI ANDO (JICA Engineer)
MASUMI ANDO (JICA Engineer)
388
250
376
250
178
78
400
178
412
400
178
78412
228
128
376 376
388388
78
178
376 376
388388
388
250
228 128
250
250
376
250
228
400 400
228
128
250
250
DRAWING NO.
SCALE:
(as Sheet A3 size)
1:40
SHEET CONTENTS :ROYAL GOVERNMENT OF BHUTAN
Ministry of Works & Human settlementDepartment of Roads, Design Division
Thimphu, Bhutan
REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
WEDGE DETAILSBRIDGE STRENGTHENING WORKS AT NIKKA CHUZAM ON WANGDUE - TRONGSA HIGHWAY FORMHPA
SH: STEEL STAGING WORKS
BSW-NKZ-11
KARMA TENZIN (Chief Engineer)
JUNE 2015
UGYEN PHUNTSHO (ENGINEER)
MASUMI ANDO (JICA Engineer)
MASUMI ANDO (JICA Engineer)
500
100
100
6100
100
500
100
100
3600
100
3600
100100
100
2000
500
2000
800
800
100
6100
100
DRAWING NO.
SCALE:
(as Sheet A3 size)
1:70
SHEET CONTENTS :ROYAL GOVERNMENT OF BHUTAN
Ministry of Works & Human settlementDepartment of Roads, Design Division
Thimphu, Bhutan
REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
FOOTING PLAN&
REINFORCEMENT DETAILS
BRIDGE STRENGTHENING WORKS AT NIKKA CHUZAM ON WANGDUE - TRONGSA HIGHWAY FORMHPA
SH: STEEL STAGING WORKS
BSW-NKZ-12
KARMA TENZIN (Chief Engineer)
JUNE 2015
UGYEN PHUNTSHO (ENGINEER)
MASUMI ANDO (JICA Engineer)
MASUMI ANDO (JICA Engineer)
NOTES:1. ALL DIMENSIONS ARE IN MILLIMETERS2. THE BOTTOM LEVEL OF RCC FOOTING SHALL BE ABOVE BOULDER MASONRY3. THE NET SAFE BEARING CAPACITY OF SOIL HAS BEEN CONSIDERED AS 10 T/M²4. GRADE OF CONCRETE FOR RCC FOOTING SHALL BE M205. REINFORCEMENT BAR IN RCC FOOTING SHALL BE HIGH STRENGTH DEFORMED
BAR (Fe-450) CONFIRMING TO IS:17865
6. CLEAR COVER TO THE REINFORCEMENT SHALL BE 50MM7. LAP LENGTH OF REINFORCEMENT BARS SHALL BE 50 X DIAMETER OF BAR
LEGEND
500
DRAWING NO.
SCALE:
(as Sheet A3 size)
1:50
SHEET CONTENTS :ROYAL GOVERNMENT OF BHUTAN
Ministry of Works & Human settlementDepartment of Roads, Design Division
Thimphu, Bhutan
REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
MESH DETAILS,SECTION C-C
&SECTION D-D OF FOOTING
BRIDGE STRENGTHENING WORKS AT NIKKA CHUZAM ON WANGDUE - TRONGSA HIGHWAY FORMHPA
SH: STEEL STAGING WORKS
BSW-NKZ-13
KARMA TENZIN (Chief Engineer)
JUNE 2015
UGYEN PHUNTSHO (ENGINEER)
MASUMI ANDO (JICA Engineer)
MASUMI ANDO (JICA Engineer)
fw
f w
250
3007.6
10.6
10.6
250
250
3508.3
11.6
11.6
250
140
140
140
140
6100
STEEL PLACING PLAN
800 800
1696
305
1696
800
800
100
100
DRAWING NO.
SCALE:
(as Sheet A3 size)
1:40
SHEET CONTENTS :ROYAL GOVERNMENT OF BHUTAN
Ministry of Works & Human settlementDepartment of Roads, Design Division
Thimphu, Bhutan
REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
STEEL PLACING PLANBRIDGE STRENGTHENING WORKS AT NIKKA CHUZAM ON WANGDUE - TRONGSA HIGHWAY FORMHPA
SH: STEEL STAGING WORKS
BSW-NKZ-14
KARMA TENZIN (Chief Engineer)
JUNE 2015
UGYEN PHUNTSHO (ENGINEER)
MASUMI ANDO (JICA Engineer)
MASUMI ANDO (JICA Engineer)
1500 1500 10004000
1000
1000
2000
2000 2000 2000 10007000
1000 2000 2000 20007000
1000
1500
1500
4000
2000 2000 2000 10007000
2000
1000
1000
1000
1500
1500
4000
1000 1500 20004500
1000
1000
2000
1000 2000 2000 20007000
2000 2000 2000 1000
7000
1000
1500
2000
4500
1000 2000 2000 2000
7000
1000
1500
2000
4500
N
DRAWING NO.
SCALE:
(as Sheet A3 size)
1:40
SHEET CONTENTS :ROYAL GOVERNMENT OF BHUTAN
Ministry of Works & Human settlementDepartment of Roads, Design Division
Thimphu, Bhutan
REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
GABION WALL LAYOUTBRIDGE STRENGTHENING WORKS AT NIKKA CHUZAM ON WANGDUE - TRONGSA HIGHWAY FORMHPA
SH: STEEL STAGING WORKS
BSW-NKZ-15
KARMA TENZIN (Chief Engineer)
JUNE 2015
UGYEN PHUNTSHO (ENGINEER)
MASUMI ANDO (JICA Engineer)
MASUMI ANDO (JICA Engineer)
DRAWING NO.
SCALE:
(as Sheet A3 size)
NTS.
SHEET CONTENTS :ROYAL GOVERNMENT OF BHUTAN
Ministry of Works & Human settlementDepartment of Roads, Design Division
Thimphu, Bhutan
REVISION DATE
FIRST ISSUE
NAME & SIGNATURE
DESIGN
DRAWN
CHECKED
APPROVED
REBAR SCHEDULE OFTRESTLE FOUNDATION
BRIDGE STRENGTHENING WORKS AT NIKKA CHUZAM ON WANGDUE - TRONGSA HIGHWAY FORMHPA
SH: STEEL STAGING WORKS
DIAMETER (IN MM) WEIGHT (KG/M)
10 0.617
12 0.888
16 1.578
20 2.466
25 3.853
1. ALL THE DIMENSIONS ARE IN MILLIMETER
UNLESS OTHERWISE SPECIFIED.
2. DO NOT SCALE THE DRAWINGS.
USE THE GIVEN DIMENSIONS ONLY.
3. DURING THE CONSTRUCTION, THE
CONTRACTOR MUST CHECK THE DIMENSIONS,
LEVELS AND MEASUREMENTS. DISCREPANCY
IF ANY TO BE REPORTED TO THE ENGINEER
BEFORE EXECUTION.
1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR
ABUTMENT AND RETURN WALL, fck = 25 MPa.
2. YIELD STRENGTH OF STEEL,
fy = 500 MPa (GRADE Fe 500, IS 1786).
4. DETAILS OF STEEL IS MENTIONED IN THE
DRAWINGS AND ITS QUANTITY IN THE
BAR BENDING SCHEDULE.
1. ABUTMENT WALL (ALL SIDES) = 75 MM
(UP TO OUTER FACE OF MAIN BAR)
2. RETURN WALL (ALL SIDES) = 75 MM
(UP TO OUTER FACE OF MAIN BAR)
T - HIGH YIELD DEFORMED BAR
Y - DEFORMED MS BAR
R - ROUND MS BAR
INDICATES BAR CUT POINT
Top bar in longitudinal direction
FOUNDATION
SLAB
01 T16 4032 2 45 90 362880 21
a
b
c
256 3600 256 Std. - 90 deg. Std. - 90 deg. 572.62
Bottom bar in longitudinal direction
02
a
b
c
Std. - 90 deg. Std. - 90 deg.
03 T10 6174 2 26 52 321048 21
a
b
c
160 5904 160 Std. - 90 deg. Std. - 90 deg. 198.09Top Bar in transverse direction
04 21
a
b
c
Std. - 90 deg. Std. - 90 deg.Bottom bar in Transverse Direction
05 T12 450 2 64 128 57600 00
a
450 Std. - 90 deg. Std. - 90 deg. 51.15Mesh Bars
FOUNDATION
SLAB
FOUNDATION
SLAB
FOUNDATION
SLAB
MESH REBAR
T16 4032 2 45 90 362880 21256 3600 256 572.62
2 26 52 321048 160 5904 160 198.09T10 6174
TOTAL:
1592.57THIS SCHEDULE HAS BEEN PREPARED IN ACCORDANCE WITH ISO:4066:2000
BSW-NKZ-16
KARMA TENZIN (Chief Engineer)
JUNE 2015
UGYEN PHUNTSHO (ENGINEER)
MASUMI ANDO (JICA Engineer)
MASUMI ANDO (JICA Engineer)
top related