proposal pile driving analayzer v2.0(1).pdf
TRANSCRIPT
![Page 1: PROPOSAL PILE DRIVING ANALAYZER V2.0(1).pdf](https://reader036.vdocuments.net/reader036/viewer/2022082216/5695d01d1a28ab9b029102de/html5/thumbnails/1.jpg)
PR
ROPO
SAL PILE
DRIV
VING ANAALAYZ
ZER
![Page 2: PROPOSAL PILE DRIVING ANALAYZER V2.0(1).pdf](https://reader036.vdocuments.net/reader036/viewer/2022082216/5695d01d1a28ab9b029102de/html5/thumbnails/2.jpg)
PENDA
Pile Dri
beban se
beberap
teganga
Palu pem
produks
tidak lag
menghit
transdus
Wireles
analisis
Program
beban st
membuk
The Pile
Driving M
evaluates
The driv
possible
drop wei
signals o
(transmi
of PDA d
foundatio
actual st
AHULUA
iving Analyz
ecara Dinam
pa tiang dala
an dan energ
mancangan
si. Jika diper
gi ada dilok
tung hasil d
ser yang ter
s Transmitt
dari data PD
m ini menye
tatis. korela
ktikan kean
Driving Ana
Monitoring i
s shaft integr
ing hammer
to perform r
ight to impac
obtained by a
it data using
data is essen
on and simul
tatic load test
16th Floo
Jl. Let.
Hu
AN – INTR
zer (PDA) a
mik dan pe
am satu hari
gy palu selam
sendiri digu
rlukan, dapa
kasi, dengan
dari sinyal ke
rpasang pad
er) atau trad
DA sangat p
diakan distr
asi antara pro
dalan dari m
alyzer (PDA)
in the world.
rity and inves
itself is used
re-strike PDA
ct the founda
acceleromete
Wireless Tra
tial for a Dyn
lates a static
ts have prove
or, APL Office
Jend S. Parma
unting : +6221
E‐mail : m
RODUCT
adalah sistem
engawasan p
i. PDA juga
ma instalasi
unakan untu
at dilaksana
menggunak
ecepatan da
da tiang uji.
disional (me
penting.
ribusi tanah
ogram CAP
metode ini d
) is the most w
It assesses th
stigates drivi
d to perform P
A tests even a
tion. The PD
ers and strain
ansmitters) or
namic Load
load test. Ex
en the reliab
e Tower, Podo
an Kav 28, Jak
1 29339389 H
megahadhikarya
TION
m yang pali
pemancagan
mengevalu
i tiang.
uk melakuka
akan tes ulan
kan tumbuk
an gaya yang
Mungkin se
engirim data
sepanjang t
PWAP simu
dalam menen
widely emplo
he capacity o
ing stresses a
PDA tests, on
after the drivi
DA software c
n transducers
r Traditional
Test. It provi
xtensive corr
ility of this m
omoro City (Ce
karta 11470 ‐ I
p : 0815‐800‐7
ing banyak d
n di dunia. Ia
uasi keutuha
an tes PDA,
ng PDA bah
kan berat pal
g diperoleh
ensor pintar
a melalui ka
tahanan pon
lasi dan akt
ntukan kapa
oyed system f
of several pil
and hammer
n pilot or pro
ing hammer
calculates res
s attached to
l (transmit da
ides the soil r
relations betw
method of det
entral Park)
Indonesia
7647
digunakan u
a dapat men
an tiang dan
, pada tiang
hkan setelah
lu ke ponda
accelerome
r (mengirim
abel). Progra
ndasi dan m
tual tes beba
asitas tiang.
for Dynamic
les in a single
energy durin
oduction pile
is no longer
sults from ve
the pile. Sen
ata via cable)
resistance di
ween CAPWA
termining pile
2 | P a
untuk Pengu
nilai kapasit
menyelidik
pertama ata
h palu peman
asi. Program
eters dan stra
data mengg
am CAPWA
mensimulasik
an statis tela
Load Testing
e day. The PD
ng pile instal
es. If necessar
on location,
elocity and fo
nsors may be
e). CAPWAP®
istribution al
AP simulated
e capacity.
a g e
ujian
tas
ki
au
ncangan
m PDA
ain
gunakan
AP ®
kan tes
ah
g and Pile
DA also
llation.
ry, it is
by using a
orce
Smart ® analysis
long the
d and
![Page 3: PROPOSAL PILE DRIVING ANALAYZER V2.0(1).pdf](https://reader036.vdocuments.net/reader036/viewer/2022082216/5695d01d1a28ab9b029102de/html5/thumbnails/3.jpg)
PERA
a. P
P
b. D
S
c
ALATAN
PDA-W (Pi
PDA-8G mo
Dua buah st
Strain trans
come force
16th Floo
Jl. Let.
Hu
YANG D
ile Driving A
odel
train transdu
sducer for m
(f)
or, APL Office
Jend S. Parma
unting : +6221
E‐mail : m
DIGUNAK
Analyzer) m
ucer
measuring st
e Tower, Podo
an Kav 28, Jak
1 29339389 H
megahadhikarya
KAN – EQ
model 8G
train in the p
omoro City (Ce
karta 11470 ‐ I
p : 0815‐800‐7
QUIPMEN
pile point a
entral Park)
Indonesia
7647
NT OF PD
and the PDA
3 | P a
DA TEST
A will proces
a g e
:
ss in to be
![Page 4: PROPOSAL PILE DRIVING ANALAYZER V2.0(1).pdf](https://reader036.vdocuments.net/reader036/viewer/2022082216/5695d01d1a28ab9b029102de/html5/thumbnails/4.jpg)
c. D
m
T
v
d. K
T
Dua buah a
menjadi kec
The acceler
velocity (v)
Kabel / Pen
The connect
16th Floo
Jl. Let.
Hu
acceleromete
cepatan (v)
rometer for
ngirim signa
tion cable /
or, APL Office
Jend S. Parma
unting : +6221
E‐mail : m
er untuk me
measuring
al tanpa kab
Wireless Tr
e Tower, Podo
an Kav 28, Jak
1 29339389 H
megahadhikarya
enegukur pe
acceleratio
bel
ransmitter
omoro City (Ce
karta 11470 ‐ I
p : 0815‐800‐7
ercepatan pa
on at the pi
entral Park)
Indonesia
7647
ada element
ile element
4 | P a
t tiang dan m
and integra
a g e
mengubah
ated to be
![Page 5: PROPOSAL PILE DRIVING ANALAYZER V2.0(1).pdf](https://reader036.vdocuments.net/reader036/viewer/2022082216/5695d01d1a28ab9b029102de/html5/thumbnails/5.jpg)
e. A
T
t
Alat bor bet
Tools: equip
transducer o
16th Floo
Jl. Let.
Hu
ton, Angkur
ipment such
on the pile s
or, APL Office
Jend S. Parma
unting : +6221
E‐mail : m
r + Baut,dan
h as electri
surface, bol
e Tower, Podo
an Kav 28, Jak
1 29339389 H
megahadhikarya
n Kunci .
ic motor dr
lt and nut, w
omoro City (Ce
karta 11470 ‐ I
p : 0815‐800‐7
rill for insta
wrench, etc.
entral Park)
Indonesia
7647
alling acce
5 | P a
lerometer a
a g e
and strain
![Page 6: PROPOSAL PILE DRIVING ANALAYZER V2.0(1).pdf](https://reader036.vdocuments.net/reader036/viewer/2022082216/5695d01d1a28ab9b029102de/html5/thumbnails/6.jpg)
PERSI
M
ke
lis
lis
M
air
Ce
da
bo
Bo
dia
dia
un
un
jam
Pr
the
ele
po
Pr
su
be
PD
En
IAPAN P
Mempersiapk
emudian dih
strik AC den
strik dari me
Menyediakan
r, angin dan
elcius. Letak
apat sampai
oleh mengab
or sampai d
arahkan ole
ameter tian
ntuk bor lub
ntuk melaku
m mungkin
rovide piles
e estimated
ectrical pow
ower source
rovide a sui
un, water, w
etween 20 an
DA cables
ngineer may
16th Floo
Jl. Let.
Hu
PENGUJIA
kan tiang u
hitung panj
ngan daya
esin las atau
n tempat per
n temperatur
kan tempat
i dengan ko
baikan temp
dengan tota
eh Konsultan
ng di bawah
bang baut,
ukannya. Seb
diperlukan
for PDA tes
d pile length
wer to oper
es are unacc
itable shelte
wind and tem
nd 30 degre
reach the
y waive the s
or, APL Office
Jend S. Parma
unting : +6221
E‐mail : m
AN – TES
untuk PDA
ang tiang s
220V, 60 H
u daya tidak
rlindungan u
re. Jika dipe
perlindunga
omputer PD
pat perlindun
al 16 luban
n PDA atau
h kepala tum
menyediak
buah bor pa
untuk meng
sting that ar
ths shown o
rate the PDA
ceptable.
er to protec
mperature.
ees C. Place
computer a
shelter requ
e Tower, Podo
an Kav 28, Jak
1 29339389 H
megahadhikarya
STING PR
minimal 1
sesuai deng
Hz dan 30 A
stabil tidak
untuk melind
erlukan temp
an kurang le
DA dan ope
ngan apabila
ng baut di
u Engineer,
mpukan. Jik
kan peralata
alu diperluk
gebor luban
re 1.5 m lon
on the plan
A equipmen
ct the PDA
If necess
e the shelter
and the ope
uirement if w
omoro City (Ce
karta 11470 ‐ I
p : 0815‐800‐7
REPARA
1,5m atau 3
gan yang d
Amp untuk
k diperboleh
dungi alat P
pat perlindu
ebih 15-20m
erator dapat
a cuaca mem
kedua sisi
dengan per
ka Konsulta
an yang dip
kan untuk tia
ng.
nger, or 3xD
ns. Supply
nt. Direct c
equipment a
sary, the sh
r within 75 f
erator can
weather con
entral Park)
Indonesia
7647
TION
3xD (tiga k
direncanakan
mengopera
hkan.
PDA dari ko
ungan denga
m dari tiang,
t mengawas
mungkinkan
atau 4 sisi
rkiraan jarak
an PDA ata
perlukan, pe
ang pancang
D (3 times D
220 V, 60
current wel
and operato
elter to ma
ft (23 m) of
clearly ob
nditions allo
6 | P a
kali diamet
n. Menyedi
asian alat PD
ondisi panas
an suhu 20-
, sehingga k
si tiang. Te
n.
i tiang, sep
k sama deng
au Engineer
eralatan dan
g beton dan
Diameterof P
0 Hz, 30 Am
lders or non
or from con
aintain a tem
f the pile suc
bserve the p
ow.
a g e
ter tiang),
akan arus
DA. Daya
s matahari,
-30 derajat
kabel PDA
enaga ahli
perti yang
gan 3 kali
r memilih
n bantuan
n sampai 2
Pile), than
mp of AC
n-constant
nditions of
mperature
ch that the
pile. The
![Page 7: PROPOSAL PILE DRIVING ANALAYZER V2.0(1).pdf](https://reader036.vdocuments.net/reader036/viewer/2022082216/5695d01d1a28ab9b029102de/html5/thumbnails/7.jpg)
Dr
Co
be
ho
re
rill up to a t
onsultant or
elow the hea
oles, provide
quired for c
16th Floo
Jl. Let.
Hu
total of 16 b
r the Engine
ad of the pil
e the necess
concrete pile
or, APL Office
Jend S. Parma
unting : +6221
E‐mail : m
bolt holes in
eer, at an ap
le. If the PD
sary equipm
es and up to
e Tower, Podo
an Kav 28, Jak
1 29339389 H
megahadhikarya
n either 2 or
approximate
DA Consult
ment, tools a
o 2 hours ma
omoro City (Ce
karta 11470 ‐ I
p : 0815‐800‐7
r 4 sides of
e distance eq
tant or the E
and assistan
ay be requir
entral Park)
Indonesia
7647
f the pile, as
qual to 3 tim
Engineer ch
nce to do so
red to drill t
7 | P a
s directed by
mes the pile
hoose to dri
o. A hamm
the holes.
a g e
y the PDA
e diameter
ill the bolt
mer drill is
![Page 8: PROPOSAL PILE DRIVING ANALAYZER V2.0(1).pdf](https://reader036.vdocuments.net/reader036/viewer/2022082216/5695d01d1a28ab9b029102de/html5/thumbnails/8.jpg)
PELA
Monito
Panum
ditentu
konsu
menge
tahana
param
Drive
shown
drivin
perfor
transf
Monito
Ketika
Dapat
oleh O
dinam
sekali
telah s
When
Obtain
opera
measu
KSANAA
r secara M
mbukan tian
ukan, jika a
ultan PDA at
evaluasi dat
an tiang, tek
meter tanah.
the pile to
n on the pl
ng, the PDA
rmance, bea
fer, pile integ
r Pukulan
a diarahkan
tkan stroke d
Operator PD
mis selama p
pada tiang
selesai.
directed by
n the requir
tor or the E
urements du
16th Floo
Jl. Let.
Hu
AN PENG
Menerus - Co
ng sampai de
ada seperti y
tau insinyur
ta, termasuk
kanan maksi
the requir
lans or as
will be use
aring capac
egrity and va
Ulang - Red
oleh Engin
diperlukan d
DA atau Insin
pemukulan u
yang sama.
y the enginee
red stroke an
Engineer. Th
uring restrik
or, APL Office
Jend S. Parma
unting : +6221
E‐mail : m
GUJIAN –
ontinues mo
engan daya
yang di tunju
r. Selama m
k tetapi tidak
imum dari t
ed bearing
directed by
ed to evalua
city, distrib
arious soil p
drive Monit
neer, pasang
dan penetras
nyur. PDA
ulang. Insiny
Insinyur at
er, reattach
nd penetrat
he PDA ope
king and red
e Tower, Podo
an Kav 28, Jak
1 29339389 H
megahadhikarya
– TESTIN
onitoring
dukung yan
ukan pada re
melakukan pe
k terbatas pa
tiang, transfe
capacity an
y the PDA
ate, includin
bution of so
parameter.
toring
kembali ins
si (setidakny
operator ata
yur mungkin
tau operator
h the PDA in
ion (at least
erator or the
driving. The
omoro City (Ce
karta 11470 ‐ I
p : 0815‐800‐7
NG EXECU
ng diperluka
encana atau
enumbukan
ada : Kinerj
fer energy, k
nd specified
Consultant
ng but not li
oil resistanc
strumen PD
ya 150 mm)
au Engineer
n memerluk
r PDA akan
nstruments a
t 150 mm) o
e engineer w
e Engineer m
entral Park)
Indonesia
7647
UTION
an dan evalu
u seperti yan
, PDA akan
a palu, daya
keutuhan tia
d tip elevat
t or the Eng
imited to, th
ce, pile driv
DA dan puku
) atau sebag
r akan menc
kan pemuku
menentukan
and restrike
or as directe
will record d
may require
8 | P a
uasi ujung ti
ng di arahka
n digunakan
a dukung, d
ang dan berb
tion, if appl
gineer. Du
he following
ving stresse
ul ulang tian
gaimana diar
atat penguk
ulan ulang le
n kapan tes
e or redrive
ed by the PD
dynamic
e restriking a
a g e
iang yang
an oleh
untuk
istribusti
bagai
licable, as
uring pile
g: hammer
es, energy
ng.
rahkan
kuran
ebih dari
PDA
the pile.
DA
and
![Page 9: PROPOSAL PILE DRIVING ANALAYZER V2.0(1).pdf](https://reader036.vdocuments.net/reader036/viewer/2022082216/5695d01d1a28ab9b029102de/html5/thumbnails/9.jpg)
redriv
when P
ving more th
PDA testing
16th Floo
Jl. Let.
Hu
han once on
g has been s
or, APL Office
Jend S. Parma
unting : +6221
E‐mail : m
the same p
satisfactorily
e Tower, Podo
an Kav 28, Jak
1 29339389 H
megahadhikarya
ile. The Eng
ly completed
omoro City (Ce
karta 11470 ‐ I
p : 0815‐800‐7
gineer or P
d
entral Park)
Indonesia
7647
PDA operato
9 | P a
or will deter
a g e
rmine
![Page 10: PROPOSAL PILE DRIVING ANALAYZER V2.0(1).pdf](https://reader036.vdocuments.net/reader036/viewer/2022082216/5695d01d1a28ab9b029102de/html5/thumbnails/10.jpg)
16th Floo
Jl. Let.
Hu
or, APL Office
Jend S. Parma
unting : +6221
E‐mail : m
e Tower, Podo
an Kav 28, Jak
1 29339389 H
megahadhikarya
omoro City (Ce
karta 11470 ‐ I
p : 0815‐800‐7
entral Park)
Indonesia
7647
10 | P aa g e
![Page 11: PROPOSAL PILE DRIVING ANALAYZER V2.0(1).pdf](https://reader036.vdocuments.net/reader036/viewer/2022082216/5695d01d1a28ab9b029102de/html5/thumbnails/11.jpg)
16th Floo
Jl. Let.
Hu
or, APL Office
Jend S. Parma
unting : +6221
E‐mail : m
e Tower, Podo
an Kav 28, Jak
1 29339389 H
megahadhikarya
omoro City (Ce
karta 11470 ‐ I
p : 0815‐800‐7
entral Park)
Indonesia
7647
11 | P aa g e
![Page 12: PROPOSAL PILE DRIVING ANALAYZER V2.0(1).pdf](https://reader036.vdocuments.net/reader036/viewer/2022082216/5695d01d1a28ab9b029102de/html5/thumbnails/12.jpg)
16th Floo
Jl. Let.
Hu
or, APL Office
Jend S. Parma
unting : +6221
E‐mail : m
e Tower, Podo
an Kav 28, Jak
1 29339389 H
megahadhikarya
omoro City (Ce
karta 11470 ‐ I
p : 0815‐800‐7
entral Park)
Indonesia
7647
12 | P aa g e
![Page 13: PROPOSAL PILE DRIVING ANALAYZER V2.0(1).pdf](https://reader036.vdocuments.net/reader036/viewer/2022082216/5695d01d1a28ab9b029102de/html5/thumbnails/13.jpg)
16th Floo
Jl. Let.
Hu
or, APL Office
Jend S. Parma
unting : +6221
E‐mail : m
e Tower, Podo
an Kav 28, Jak
1 29339389 H
megahadhikarya
omoro City (Ce
karta 11470 ‐ I
p : 0815‐800‐7
entral Park)
Indonesia
7647
13 | P aa g e