pakubuwono final
DESCRIPTION
Project pakubuwono-viewTRANSCRIPT
Beyond Construction
Jl. Iskandarsyah Raya No. 65 A-B Jakarta Selatan 12160 Telp. (021) 72788050-Fax. (021) 72788051
STRUCTURE
ARCHITECTURE
M E
I. GENERAL1. PROJECT DATA2. EXISTING PHOTOS3. SCOPE OF WORK4. TIME SCHEDULE5. ORGANISATION CHART6. MAN EQUIPMENT LIST
II. SITE MANAGEMENT1. PREPARATION WORKS2. MANAGEMENT OF PROJECT EXECUTION3. SAFETY PLAN
III. CONSTRUCTION METHOD1. SUBSTRUCTURE WORKS2. UPPER STRUCTURE WORKS3. ARCHITECTURE WORKS4. MECHANICAL & ELECTRICAL WORKS
TABLE OF CONTENTS
Beyond Construction
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I.1. PROJECT DATAI.1. PROJECT DATA
1. PROJECT NAME : PAKUBUWONO DEVELOPMENT PROJECT TOWER B & TOWER C
2. PROJECT LOCATION : KEBAYORAN BARU – SOUTH JAKARTA
3. OWNER : PT. BONA WIDJAJA GEMILANG
4. CONSTRUCTION MANAGEMENT : PT. JAYA CM
5. CONSULTANTS : 1. PT. AIRMAS ASRI (ARCHITECTURE)2. DAVY SUKAMTA & PARTNERS (STRUCTURE)3. PT. HANTARAN PRIMA MANDIRI (MECHANICAL/ELECTRICAL)4. INSADA (INTERIOR)5. INTARAN DESIGN (LANDSCAPE)
6. QUANTITY SURVEYOR : EC HARRIS
7. TIME OF WORK EXECUTION : 24 MONTHS
8. MILESTONES : START : APRIL 01, 2008TOPPING OFF : MAY 15,2009
COMPLETION DATE : APRIL 15, 2010MAINTENANCE : APRIL 15, 2011
I.1.1. GENERAL DATAI.1.1. GENERAL DATA
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TOTAL 109.643,02 m²TOTAL 109.643,02 m²
Tower B 33.733,70 m² (35Lt)
I.1.2. DATA AREAI.1.2. DATA AREA
Tower C 50.571,60 m² (32Lt)
Podium 25.337,72 m² (3Lt)
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I.2. EXISTING PHOTOS
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Beyond Construction
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I.1.3. STRUCTURE DATA
FOUNDATION
STRUCTURE
BORED PILE (By Other)BORED PILE (By Other)
RAINFORCEMENT CONCRETE
RAINFORCEMENT CONCRETE
ROOF RAINFORCEMENT CONCRETE
RAINFORCEMENT CONCRETE
RAINFORCEMENT BARRAINFORCEMENT CONCRETE
EXCAVATION
SUB STRUCTURE
UPPER STRUCTURE
ARCHITECTURE
PLUMBING
Beyond Construction
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ITEMS OF WORK
3. TOWER B
3.1. FRAME
3.2. UPPER FLOOR
3.3. STAIRS
3.4. ROOF
3.5. EXTERNAL WALLS
3.6. WINDOWS & EXTERNAL DOORS
3.7. BASIC FINISHING
3.8. PLUMBING INSTALLATION
4. TOWER C
3.1. FRAME
3.2. UPPER FLOOR
3.3. STAIRS
3.4. ROOF
3.5. EXTERNAL WALLS
3.6. WINDOWS & EXTERNAL DOORS
3.7. BASIC FINISHING
3.8. PLUMBING INSTALLATION
2. PODIUM
2.1. SUBSTRUCTURE2.2. FRAME2.3. UPPER FLOOR2.4. STAIRS2.5. WINDOWS & EXTERNAL DOORS
1. PRELIMINARIES
2.6. BASIC FINISHING2.7. PLUMBING INSTALLATION2.8. SEWAGE TREATMENT PLAN2.9. DEEP WELL
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PREPARATION WORK
Any several thing to be attention to this work for exemple :
2.1. Lay Out Temporary Facility Project
2.2. Planning of Traffic Project Management
2.3 Planning of Project Execution
2.4 Safety and Health ( K3).
Beyond Construction
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PINTU KELUAR / MASUK PROYEK
POS JAGA / KEAMANAN
PIPA AIR BUANGANDARI WASHING BAY
POMPA
DETAIL DENAH WASHING BAY
1
2
5000
PINTU KELUAR / MASUK PROYEK
WASHING BAY
BESI SIKU / GRIL
POTONGAN 1
POMPA
MASUK
500
4000
POTONGAN 2 WASHING BAY
PAGAR PROYEK
PIPA AIR BUANGANDARI WASHING BAY
KENDARAAN PROYEK
DENAH WASHING BAY
500BATU KALI
BESI SIKU / GRIL
PAGAR PROYEKKENDARAAN PROYEK
JL JEND. GATOT SUBROTO
KELUAR
WASHING BAY
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2.1.A. LOCATION OF TOWER CRANE, PLACING BOOM & PASSANGER HOIST
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40 M
33 M
33 M
NOTE:
TOWER CRANE:
TC 1 : H3.36B
Jib = 50 M
Kap ujung = 3,6 Ton
Kap pangkal = 12 Ton
TC 2 & TC 3 : FO23B
Jib = 50 M
Kap ujung = 2,3 Ton
Kap pangkal = 10 Ton
Cover area beban 4 Ton
TC.3
TC.1
TC.2
PB.1
PH 1
PH 2PH 4
PASSANGER HOIST:
PH 1 & 2 = 2 CABINS @ MAX. 2X1000 KG
PH 3 & 4 = 2 CABINS @ MAX. 2X1000 KG
PB.2
PLACING BOOM
PB 1 : R = 16m
PB 2 : R = 24m
TOWER B
TOWER C
LANTAI 1
MOBIL CRANE :
KAP = 40 TON
JIB 45° = 25 M
TYPE = TELESCOPIC
2.1.B. LAY OUT MOBIL CRANE
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TOWER B
TOWER C
CATATAN :
UNTUK AREA LANTAI DASAR YANG DI GUNAKAN UNTUK JALAN KERJA PADA LANTAI BASEMENT DIPASANG PIPA SUPPORT PD 8
: JALAN KERJA ( disesuaikandengan leveling lantai )
JALAN KERJA YANG DI SUPPORT DENGAN PIPA PD.8
Jalan kerja
Gambar plat perkuatan jalan kerja
Pipa support Ø2” mutu tinggidengan kapasitas 1 tiang = 1 ton, dipasang dari B1 s/d B3 dengan jarak 1,5 M²
B3
B2
LT.1
B1
LANTAI 1
2.1.C. LAY OUT JALAN KERJA PADA LT. DASAR
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2.1.D. TEMPORARY DRAINAGE
: Temporary Drainage
Legend :
: Box Control 400 x 400w/ sump pump 2 PK
TOWER B
TOWER C
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Lt. Dasar
Basement
Lt. Atap
Lt. Typical
RP PAM EXISTING / SUMUR JET PUMP
KET :
R = RESERVOIR INDUK
T = TORN
P = POMPA
K = KRAN
K
K
K
T P
K
K
K
T P
K
K
K
K
T
K
KKK
K
T
2.1.E. TEMPORARY WATER FOR WORK
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2.1.F. TEMPORARY ELECTRICAL FOR WORK
Lt. Dasar
Basement
Lt. Atap
Lt. Typical
KET :
G = GENSET
PI = PANEL INDUK
PL = PANEL LANTAI
SK = STOP KONTAK
GPI
PL
PL
PL
PL
SK
SK
SK
SK
SK
SK
SK
SK
SK
SK
SK
SK
SK
SK
SK
PL
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TOWER B
TOWER C
2.2. PLANNING OF TRAFFIC MANAGEMENT
Legend :
Taffic arrow
Temporary Road and parking
Guard House
In Coming project vehicle through main gate G1 and out with G2
IN G1OUT G2
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2.3.1. SECTION OF WORK - BASEMENT FL
2. 3. PLANNING OF PROJECT EXECUTION
PODIUM (BASEMENT 3 TO GROUND FLOOR) IS DIVIDED INTO 18 SECTIONS + P1 to P18
P1
P2
P4
P3
P5
P7
P6
P8
P11
P10
P13
P12
P14
P15
P16
P17
P18
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TOWER B AND TOWER C ARE DIVEDED INTO 2 SECTIONS
2.3.2. SECTION OF WORK - TOWER B & C
TOWER B = 2 SECTIONS = B1 & B2
TOWER C = 2 SECTIONS = C1 & C2
C.1
C.2 B.1
B.2
TOWER B
TOWER C
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2.3.3. SUPERVISORY WORKING ZONE
TOWER B
TOWER C
PODIUM B
PODIUM C
P M
Q C
Produck Project Manager (PPM)
TOWER B
PODIUM B
Produck Project Manager (PPM)
TOWER C
PODIUM C
SUPERVISOR
LABOUR
SUPERVISOR
LABOUR
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AREA 1
AREA 2
2. 4 PLANING HEALTH AND SAFETY PLAN
2.4.1. LAY OUT OF SAFETY DECK Legend :
: Safety Deck
(Around building)
: Temporary project fence
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Terminal
TERMINAL
WF 10
LIFTING HOOK
SLING
PIPE SUPPORT
RAILLING D16
CHECKER PLATEWF 10
NOTE : Terminal capacity 2 Ton
CHECKER PLATE
2500
2500
SAFETY DECK
Pipe 2”
hinge
plywood 12MM
SLING
LIFTING HOOK
HARMONIKA mesh
2.4.2. SAFETY DECK, SAFETY NET & MATERIAL TERMINAL
Safety Deck
Safety Net
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Safety Net
Safety Net
Safety Net
Safety Net
Safety Net
Safety Net
Safety Net
CONSTRUCTION WORK COVERING
CONSIST OF :
3.1. EARTH WORKS
3.2. SUB STRUCTURE WORKS (MASS POND)
3.3. UPPER STRUCTURE WORKS
3.4. ARCHITECTURE WORKS
3.5. MEP WORK ( PLUMBING WORK)
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3.1.A. EXCAVATION METHOD – STAGE.1
III.1. EARTH WORKS
Excavators : 4 units
Production cap. : 360 m3/day/unit
Volume of excavation : 36.000 M3
Duration of work :
= 36.000 / (4 x 360 )
= work days
~ 25 work days
Temporary ramp
II
I
Galian Tahap I :
1. Area jalan kerja
2. Area Pondasi TC 2 & Tc 3
3. Area MAT Foundation tower C
& tower B
Galian Tahap II :
Area Podium
Critical Work Ground
Anchor (section No. II)
Cont. Pile With Ground Anchor
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AS Z.B
EL+2750
EL+5850
EL+2750
EL+2750
2500
3100
3100
4200
BSM-3
BSM-2
BSM-1
GROUND FLOOR
12000
GALIAN TANAH TAHAP II GALIAN TANAH TAHAP I
MATFOUNDATION TOWER C
PRIORITAS GALIAN MATFOUNDATION TOWER AREASECTION - 1
TOWER AREAPODIUM AREA
TC-1
5000 1000
2500
3100
3100
4200
EL+2750
EL+5850
EL+2750
EL+2750
TOWER AREA
AS 21 AS 22
1 : 1
TC. FOUNDATION
AS TC
BSM-3
BSM-2
BSM-1
GROUND FLOOR
EL+10000CAPPING BEAM
RENCANA ANCHOR GROUND
EL VAR.10
400
4000
MATFOUNDATION TOWER B
PRIORITAS GALIAN MATFOUNDATION TOWER AREASECTION - 2
CRITICAL WORK GROUND ANCHOR & CAPPING BEAM( LIHAT METHODE GROUND ANCHOR & CAPPING BEAM )
4000
8000 1000
Critical Work Ground Anchor
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3.1.B. EXCAVATION METHOD – STAGE.2 ( AFTER POURING MASS POND )
Temporary ramp
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Terassiring
Terassiring
Cont. Pile With Ground Anchor
Cont. Pile With Ground Anchor
Bsmt.3 Elev
Sumpit & Gutter W / Sum pump to drain to river
1:2
1:2
PLESTER KAMPROT
3.1.C. ”TERASSIRING” METHOD ( W/ DRAIN FOR WATER RIVER INFILTRATION )
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D6
D5
D3
D4
D1
D2
= Sumur Dewatering
R1
R2
= Sumur Recharge
Keterangan :
- Sumur dewatering yang digunakan= 6 ttk dengan kedalaman 32 M ( D1 s/d D6 )
- Kapasitas pompa = 2 PK
- Sumur Recharge = 2 ttk ( R1 & R2 )
- Penempatan sumur dewatering berada di dalam basement ( lihat gbr )
3.1.D. DEWATERING METHOD
Dasar galian
Pipa naik Pipa naik
Submersible pump
Sumur ø 20 cm
5 m
1 m
DETAIL DEWATERING DETAIL DEWATERING GALIAN TANAHGALIAN TANAH
Sumur Recharge
S D
Selokan
S D
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PEKERJAAN PENUTUPAN SUMUR DEWATERING
Setelah sumur Dewateing tidak digunakan kembali. Maka lubang sumur tersebut hars segera ditutup. Penghentian pekerjaaan dewatering dilaksanakan setelah beban up lift akibat air tanah telah seimbangdengan berat konstruksi, Adapaun konstruksi penutuoan sumur sbb;
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Pekerjaan ground anchor meliputi 5 tahapan pekerjaan, yaitu :
1. Coring
2. Drilling
3. Adukan Grouting&Fabrikasi Kabel
4. Installasi Kabel
5. Stressing
1. Coring2. Drilling3. Fabrikasi4. Installasi & Grouting5. Stressing
1
2
3
45
Ilustrasi Pemasangan
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Beyond Construction
Jl. Iskandarsyah Raya No. 65 A-B Jakarta Selatan 12160 Telp. (021) 72788050-Fax. (021) 72788051
ADHI KARYA (Persero), tbkJl. Iskandarsyah Raya No. 65 A-B Jakarta Selatan 12160 Telp. (021) 72788050 – Fax. (021) 72788051 Divisi Konstruksi I
JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
I SUB STRUKTURTOWER B & C
- Mass Foundation - Basement 3, 2, 1 - Ground Floor s/d Lt. 10 - Lt. 11 s/d Lt. 20 - Lt. 21 s/d Lt. 35
II PODIUM
- Basement 3 - Basement 2 - Basement 1 - Ground Floor
III FAÇADE BANGUNAN
- GF s/d Lt. 9
- Lt. 10 s/d 18
- Lt. 19 s/d 27
- Lt. 28 s/d 31
2010VOLUMEITEMNO
2008 2009
45 hr26 hr
60 hr70 hr
118 hr
120 hr
MILESTONE THE PAKUBUWONO VIEW
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ATAP 271 274 277LT. 35 264 267 270
LT. 34 257 260 263
LT. 33 250 253 256 250 253 ROOF
LT. 32 243 246 249 243 246 LT. 32
LT. 31 236 239 242 236 239 LT. 31
LT. 30 229 232 235 229 232 LT. 30
LT. 29 222 225 228 222 225 LT. 29
LT. 28 215 218 221 215 218 LT. 28
LT. 27 208 211 214 208 211 LT. 27
LT. 26 201 204 207 201 204 LT. 26
LT. 25 194 197 200 194 197 LT. 25
LT. 24 187 190 193 187 190 LT. 24
LT. 23 180 183 186 180 183 LT. 23
LT. 22 173 176 179 173 176 LT. 22
LT. 21 166 169 172 166 169 LT. 21
LT. 20 159 162 165 159 162 LT. 20
LT. 19 152 155 158 152 155 LT. 19
LT. 18 145 148 151 145 148 LT. 18
LT. 17 138 141 144 138 141 LT. 17
LT. 16 131 134 137 131 134 LT. 16
LT. 15 124 127 130 124 127 LT. 15
LT. 14 117 120 123 117 120 LT. 14
LT. 13 110 113 116 110 113 LT. 13
LT. 12 103 106 109 103 106 LT. 12
LT. 11 96 99 102 96 99 LT. 11
LT. 10 89 92 95 89 92 LT. 10
LT. 9 82 85 88 82 85 LT. 9
LT. 8 75 78 81 75 78 LT. 8
LT. 7 68 71 74 68 71 LT. 7
LT. 6 61 64 67 61 64 LT. 6
LT. 5 54 57 60 54 57 LT. 5
LT. 4 47 50 53 47 50 LT. 4
LT. 3 40 43 46 40 43 LT. 3
LT. 2 33 36 39 33 36 LT. 2
GROUND FLOOR 26 29 32 26 29 GROUND FLOOR (PODIUM)
BS 1 19 22 25 19 22 BS 1
BS 2 12 15 18 12 15 BS 2
BS 3 - 3 6 - 3 BS 3
PODIUM
TOWER C TOWER B
TOWER B AND TOWER C ARE DIVEDED INTO 2 & 3 SECTIONS
PEMBAGIAN ZONE
TOWER B = 2 SECTIONS = B1 & B2
TOWER C = 2 SECTIONS = C1, C2 & C3
B.1 B.2
TOWER B
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C.1
C.2
C.3
TOWER C
ZONE 1ZONE 2
ZONE 3
ZONE 4
ZONE 4
ZONE 1
ZONE 2
ZONE 3
PODIUM
PODIUM = 8 SECTIONS.