2
HI
UNIVERSITAS ISLAM INDONESIA
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN JUR. TEKNIK SIPIL
Jl. Kaliurang Km. 14,4 Tclp. 95330 Yogyakarta
KARTU PESERTA TUGAS AKHIR No.
i
N a m a
No. Mhs.
.
R/|3 1.01.84
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p.ARVKI 1 i i
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N.I.R.M.
KOHBTRUKB!
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<3A3 1.002B
BAKET.iniN
MAM
NOPR «
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Yogyakarta, '-"'A PES
1.994
D e k a n, AN „
KETUA
JURUSAN
TEKNIK
( I R „ BAMBAN!.1 Y>Ut. l: s ' [ GNG :<
SI.
11..
I!SGE '
LAMPIRAN I
TABEL
"SLUMP"
UNTUK
BERBAGAI
I
JENIS
KONSTRUKSI
:SLU>P"
JEN IS K3i\5TEUKSI MINIMUM'
5AXIM?L
Pcndf-£i bertiilsng, dinding,
12i5
Tiang
Tj.r.ng pcndasi tak berhjlang. 2,5 FI^J:,
Balok,
Eolcyn
10
7.5
Beton untuk jalan (Pavement'i
7,5
Be ten innsa (Kcostru>:si iT^-sa 7,5
yang eg r a t 5
UKURAN
UNTUK
TABEL II BUTIR MAXIMUM AGREGAT
BERBAGAI
JENIS
I LE1FAN ESjTIR ?'!P;X C DAL.AM
KONSTRUKSI
(nim)
1 H « . r-iV.
KGSnGT
(cm)
FLAT TEBAL DENGAN DINuISG
DINDING
PLAT TUBAL
BALCK
TAK
DENGAN
KGLGH
PERTLSj^JS TULANGAN
BEJ-VTLi.A'vSG " -v
r;
ill
/
X...,, , r l 7 , 6
_^9 _6-jq r <_
15,0
TUUM3AN RINGAN/ TANPA 1TJLANGAN
BERAT 1.9,6
17,6 -
25
>3,1
T4...^.--"t.,2
33,1 -
38,1-76.2
~G,1
76,2
19,6 -
39,1
3B,1 -
76,2
76,2 >,2
- ISO
:an
KETERANGAN -
BJ
KORAL
- Berat Kering Tusuk Ktral SSD : 1,56 : 2,5
- EJ PASIR
: 2,35
- MKB PAS5R
: 2,9
-
: 3,15
BJ
PC
- Kcral Maxsimum : 3,81
cm
LAMPIRAN II
TABEL
III
VOLUME AIR YANG DIPERLUKAN TIAP m3 ADUKAN BETON UNTUK BERBAGAI "SLUMP" DAN UKURAN MAX AGREGAT
'SLUM-'"
(cm)
AIR (LT/KG) YAMS DIPERLUKAN TIAP M3 ADUKAN BETCJN UNTUK UKURAN AGREGAT MAXIMA. 9,6
'
J^Ll....19*6 I 25 J 38^
50
76,:
150
Mi AIR ENTRAINED) 2,5 -5,0
7,5 -10,0 15,O -17,5
1PG
183
168
157
147
127
2-oe
173
183
173
163
142
*~M C-
203
193
183
173
-tot:
1 ... 5
1,0
0,5
0,3
0,2
PEPXIRAAN JUMLAH UDARA YANG TER-
PERAT^KAP (-/)
TABEL
IV
KUAT DESAK BETON UNTUK BERBAGAI FAKTOR AIR SEMEN
FAKTOR AIR SEMFN (FAS)
KEMLNBKINAN KUAT DESAK BETON UMUR 28 hWI BETON "NON AIR ENTRAI
FETCN "AIR ENTRAINED"
NED"
0,360 0, 45v
420 Kg/cnT •j-;:.-j
'•:-U'i
0,630
0,720 0,310
225
.1/5
140
340 Kg/cm2 230
225
185
140 115
LAHPIRAN III
TABEL
V
FAKTOR AIR SEMEN ( It/kg SEMEN ) UNTUK BERBAGAI JENIS KONSTRUKSI DAN KEADAAN CUACA
KEADAAN CUACA LUAfi
EERUBAKAN SHU YANG LEKBAPttYA BERKALI2 DARI AIR BEKU DAN
CAIR EGTUM
BERSUHU EEDANG
(HAMYA UNTUK "AIR ENTRAI
MED" > DI
IJLV-iRA
DI
EERMJKAAN
AIR ATAU
DI
DI DAE UDARA
RAH MA IK TURLM
DIFERrtJKAAN DI
AIR ATAU
DAERAH NAIK TURLW
IWA/DIPANCARAU AIR
NYA /D I.PA NCARAN AIR
AIR
AIR ES
AIR
SEJUK
AIR E3
SEJUK
EAf-r'ANG TIPIS SEFLR-
"i I
PETEM UMTuK TEE!
JAU^E3_TRIP2,TIANG PEETES_Ai.iG.PIPA BE:EN 0.50
0.455
0,408
O, 50O
0,50C)
0,4O3
>,45S
0,545
0,455
0,455
0,5-45
0,455
0,455
0,455
0,455
0,545
HIASAN DAN EE1-UA PETON YANG EEL INLET
NiVA < 2,5 CM TAT-PANG EEDANG SEEER IT
BINDING PENAJ-V.N
0.545
TAf-iAH, PILAR, BAEDK KCJLOM
BAGIAN LUAR DAE I beteim ;iA3A yang
EFPAT
eeecw \ ; * k dituang
di
0.455
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EET^JEAAEi
0,545
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EOTO-EOTO
E>ENELITIAN
FOTO PENGUJIAN "SLUMP" SEBELUM DIBERI "ADMIXTURE'
FOTO PENAMBAHAN "ADMIXTURE'
LAMPIRAN V
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LAHPIRAN V
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L/W?mA^ ^
Beberapa Contoh Bahan Tambahan Untuk Beton, yaitu :
NO.
TIPE
PEMIMPIN PABRIK
NAMA DAGANG
Sika
Plastrocrete NC
Crosfield
Plastiment Bv-100 Plastrocrete N Cormix P.l Cormix P.3
1
1.
©
Cormbc P.6 FEB
Feblow Standard Tricosal BV
Berk
©
2.
3.
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Sika
Sika Retarder
Crosfield
Cormbc P.2 Cormbc R.l
Berk
Tricosal VZ 100
Sika
Sika Set Febcast
FEB
Febspeed Berkl
Tricosal T 4
Tricosal S III
®
4.
Sika
Crosfield FEB
Berk 5.
E
Sika
Crosfield FEB •
Berk 6.
F
Sika
Crosfield Berk
'
Plastocrete-R Plastiment-VZ Cormbc P.S
Ferblow Retarding Tricosal VZ
Plastocrete-HL Sika-Set-CL Cormbc P.8
Feblow-Accelerating Febcast P.3 Febexel
Tricosal BVS Sikament Cormix SP 1 Acosal
Acasal NT G '
Sika
Sikament-R4
?3 Description
Plastocrete NC-Special is a concrete admixture in liquid form that acts both as a highly efficient plasticizer and promotes
accelerated hardening with high early strength.
Technical Data Uses
typfe:
Suitable for concrete elements
manufacture in precast factories Or project site where
Appearance:
Liquid
Specific Gravity:
1.22 kg/lat28°C
Shelf Life:
1 year when unopened
Dark Brown
rapid demoulding and early load application is required. Suitable for a wide range of applications, very economical
and help improve the quality of buildings and construction.
Modification of
LlgnoSulphonates
Packaging:
250 kg/ drums 3100 It/tank
Advantage* t -
No chloride content - does not attack reinforcement.
Improves workability FU.-duccs water content by 12
15%
H.tslocrote NC Spcci.il is
compatible will) all types of cement including sulfate resisting cement (type V)
Dosage : 0.2 - 0.6% by weight of cement. Exact dosage rates are dependent on the type of effect sought,
quality of cement and aggregates, water cement ratio and ambient
temperature.
Therefore, it is advisable to carry Out trial mixes.
delivery
Plastocrete R
A
Water Reducing and Retarding Admixture Desctiption :
Plastocrete R is a Ready to use water reducing, retarding admixture for cone
rete based on modified lignosulfonak It is supplied in liquid from. Plastocrete ! R is non toxic, non inflammabel, free from chloride.
Complies with A.S.T.M. C 494-81 type D
Use
Technical Data
Plastocrete R is used for concrete
placed in warm and hot weather,
TYPe
: Modified Lignosulfonate
mass concrete, prestressed concrete, and normal concrete structures. Plast
Colour
: Dark Brown
ocrete R is recommended
for high
quality concrete where concreting se
Specific gravity: 1,2 kg/I Sheif life : 1 year when unopened Packaging • 250 kg drum 3100/ bulk delivery
ctions would otherwise have to be
placed is complicated formwork, where concrete must be revibrated,
where an accelerated hardening after setting is asked for and high early strength is desired.
Advantages
Dispensing
Plastocrete R should be dispersed direct ly into the mixing water prior to its additi on to the aggregates Accorate dispen sing equipment is Readily available from sika when accidental overdosing occurs. Plastocrete R does nut entrain excessive
Plastocrete R gives the concrete the following properties :
• Retardation of setting time of 1 to 2 hours compared with plain concrete. • Acceleration of the hardening after set ting has started.
• Improved workability of the fresh concrete • Increase impermeability. • Improved durability of the concrete. • Permanent reduction creep.
• No additional entrainment necessary. Dosage :
Dosage of Plastocrete R is 0,3 - 0,6% by
weight of cement, is added to the gaug ing water, prior to its mixing with the dry aggregates.
amounts of air.
LAHPIRAN VII
Perkembangan Nilai Slump Tipe 1
i 1 a
i S
1 u m
P
( cm)
umur pengetesan slump (jam)
Perkembangan Nilai Slump Tipe 2
N i 1 a
i S
1 u
m
P
(cm)
Umur pengetesan slump (jam)
Perkembangan Nilai Slump Tipe 3
N i 1 a
i
S 1 u
m
P
(cm)
Umur pengetesan slump (jam)
Perkembangan
Nilai
Slump Tiipe
18
16 N i
14
1 a
12
i 10 S 1
8
u m
6
P
4
(cm) 2
Umur pengetesan slump (jam)
Perkembangan
Nilai
Slump Tipe 5
N
i 1 a
i S 1 u m
P
(cm)
Umur pengetesan slump (jam)
Perkembangan
Nilai
Slump Tipe
6
N i 1 a
i S 1 u m
P
(cm)
Umur pengetesan slump (jam)
Perkembangan
Nilai
Slump Tipe
7
N i 1 a
i S 1 u
m
P
( cm)
Umur pengetesan slump (jam)
Perkembangan
Nilai
Slump Tipe
8
N i
1 a
i S
1 u m
P
(cm)
-^ 2
Umur pengetesan slump (jam)
LAMPIRAN VIII
Kuat Tekan Beton Tipe 1
K
600
u a.
t
500 T e
k 3.
400
B
e
300
t o n
200
(Kg/cm2) 100
Kuat Tekan Beton Tipe 2
K
600
u a
t
500 T e
k
a
400
n
e
300
t o n
200
(Kg/cm 2> 100
-
Kuat. Tekan Beton Tipe 3
K
600
u a
t
500 T e
k
a n
400
-
Kuat Tekan Beton Tipe 4
K
600
u
a
t
500
T e
k a
400
e
300
t o
n
200
(Kg/cm 2) 100
Kuat Tekan Beton Tipe 5
K
600
u
a
t
500 T e
k a
400
n
B e
300
t o n
200
(Kg/cm2) 100
-
Kuat Tekan Beton Tipe 6
K
600
u a
t
500 T e
k
a
400
n
B e
300
28
Kuat Tekan Beton Tipe 7
K
600
u a
t
500
T e
k a
400
n
B e
300
t o n
200
(Kg/cm 2) 100
Kuat Tekan Beton Tipe 8
K
600
u
a
t
500 T e
k a
400
n
B
e
300
t o
n
200
(Kg/cm2) 100
(-
