Studi Eksperimental Penggunaan Pecahan Beton Recycle Sebagai Agregat Kasar Pada Beton Dengan Mutu Rencana fc'=25 MPa.
2
2
: 34 5667
"(# (# $ 1
%:2
&
+ )& '0(08 &:
9
,
.
667
!
"
#
"
&
$ %
(
)
'
"
'
"
&
-,.
!
"
#
&
&
0 "& -124
2
7.
03' -111
4
5 -6
8
4
$ %
"
* + , &
/..
,
AAAAAAAAA
AAAAAAAA
AAAA
AAAAAAAAAAAAAAAAAAAAAA
%
AAAAAAAAAAAAAAAAAAAAAA
%
AAAAAAAAAAAAAAAAAAAAA
%
,
,
AAAAAAAAAAAAAAAAAA
B
,
AAAAAAAAAAAAAAAA
B
,
AAAAAAAAAAAAAAAAAA
B
,
AAAAAAAAAAAAAAAAAAA
B
AAAAAAAAAAAAAAA
-
5
--
AAAAAAAAAAAAAA A
"
-
AAAAAAAAAAAAAA
-/ )
AAAAAAAAAAA
-6 &
AAAAAAAAAAAA
/
AAAAAAAAAAA
,
AAAAAAAAAAAAAAA
7
AAAAAAAAA
7
-,
-
<
--
0
-/ 0
8
AAAAAAAAAAA
7
AAAAAAAAAAAA
2
AAAAAAA
1
-6 0
)
AAAAAA
-.
- , 0 AAAAAAAAAAAAAAAAA
--
"
AAAAAAAAAAAAAA
--
7
/-
0
8
/-/-
AAAAAAAAA
-/
AAAAAAAAAA
-/
@
AAAAAAA
-/
AAAAAAA
-,
!
/-/
0 AAAAAAAAAAA -7
/-6
3
/-, 0
AAAAA
AAAAAAAAAAA
/-7
#
/-5
' AAAAAAAAAA
/
0
/
3
-
AA
0
AAAAAAAAAAA
/
/
/
6
#
/
,
' AAAAAAAAAA
/
7 $
/
5
AAAAAAAAAAA
AA
AAAAAAAAAAAAAA
$
AAAAAAAAAAAAA
3
//-
.
0 AAAAAAAAA
/
//
-2
AA
)
-
-5
<
/
,
2
1
/.
/6
AAAAAAAAAAA
/6
AAAAA
/,
//
3
//
-
3
//
4
/,
/2
0
3
/6
/1
)
67
$ AAAAAA
,6
AAAAAAAAAAAA
,6
/,
"
AA
,,
AAAAAAAAA
=
6-
0
6
0
)
-
6
6
,,
$
/
,5
AAAAA
0
0
,5
?
"
6
,
AAA
"
)
"
"
,2
A
,1
AAAA
,1
AA
7-
AAAAAAAAAAA
72
AAAAAAAAAAAAAAAAA
72
AAAAAAAAAAAAAAAAAAA
71
AAAAAAAAAAAAAAAAAA
5.
AAAAAAAAAAAAAAAAAAAAAA
5-
,
0
+
+
*
+
*
+
:C
:C
+&
+&
+
+
:
+
D
9
%
&
/.
+
2
+
2
&
,
00 8"@
+
0
0
8
@
03'
+
0
0 "&
+
0
!&
+
!
@?
+
@%
'
+
EE
+
?
+
3
'
"
&
?
'
E
E
?
&
4
"
,
(
--
&
(
/-
(
0
(
/
(
0
(
//
(
0
(
6-
(
8
AAAAAAAAAAAA
8
AAAAAAAAAAAA
AAAAAAA
)
$
"
AAAAAA
6
(
8
)
(
6/
(
8
$
"
"
)
7
5
7/
3
AAAAAAAAAAAAAAAAA
$
.
3
AAAAAAAAAAAAAAAAAAA
(
6
7/
3
AAAAAAAAAAA
76
,
"
-
"
<
#
2
: 34 5667
"(# (# $ 1
%:2
&
+ )& '0(08 &:
9
,
.
667
!
"
#
"
&
$ %
(
)
'
"
'
"
&
-,.
!
"
#
&
&
0 "& -124
2
7.
03' -111
4
5 -6
8
4
$ %
"
* + , &
/..
,
AAAAAAAAA
AAAAAAAA
AAAA
AAAAAAAAAAAAAAAAAAAAAA
%
AAAAAAAAAAAAAAAAAAAAAA
%
AAAAAAAAAAAAAAAAAAAAA
%
,
,
AAAAAAAAAAAAAAAAAA
B
,
AAAAAAAAAAAAAAAA
B
,
AAAAAAAAAAAAAAAAAA
B
,
AAAAAAAAAAAAAAAAAAA
B
AAAAAAAAAAAAAAA
-
5
--
AAAAAAAAAAAAAA A
"
-
AAAAAAAAAAAAAA
-/ )
AAAAAAAAAAA
-6 &
AAAAAAAAAAAA
/
AAAAAAAAAAA
,
AAAAAAAAAAAAAAA
7
AAAAAAAAA
7
-,
-
<
--
0
-/ 0
8
AAAAAAAAAAA
7
AAAAAAAAAAAA
2
AAAAAAA
1
-6 0
)
AAAAAA
-.
- , 0 AAAAAAAAAAAAAAAAA
--
"
AAAAAAAAAAAAAA
--
7
/-
0
8
/-/-
AAAAAAAAA
-/
AAAAAAAAAA
-/
@
AAAAAAA
-/
AAAAAAA
-,
!
/-/
0 AAAAAAAAAAA -7
/-6
3
/-, 0
AAAAA
AAAAAAAAAAA
/-7
#
/-5
' AAAAAAAAAA
/
0
/
3
-
AA
0
AAAAAAAAAAA
/
/
/
6
#
/
,
' AAAAAAAAAA
/
7 $
/
5
AAAAAAAAAAA
AA
AAAAAAAAAAAAAA
$
AAAAAAAAAAAAA
3
//-
.
0 AAAAAAAAA
/
//
-2
AA
)
-
-5
<
/
,
2
1
/.
/6
AAAAAAAAAAA
/6
AAAAA
/,
//
3
//
-
3
//
4
/,
/2
0
3
/6
/1
)
67
$ AAAAAA
,6
AAAAAAAAAAAA
,6
/,
"
AA
,,
AAAAAAAAA
=
6-
0
6
0
)
-
6
6
,,
$
/
,5
AAAAA
0
0
,5
?
"
6
,
AAA
"
)
"
"
,2
A
,1
AAAA
,1
AA
7-
AAAAAAAAAAA
72
AAAAAAAAAAAAAAAAA
72
AAAAAAAAAAAAAAAAAAA
71
AAAAAAAAAAAAAAAAAA
5.
AAAAAAAAAAAAAAAAAAAAAA
5-
,
0
+
+
*
+
*
+
:C
:C
+&
+&
+
+
:
+
D
9
%
&
/.
+
2
+
2
&
,
00 8"@
+
0
0
8
@
03'
+
0
0 "&
+
0
!&
+
!
@?
+
@%
'
+
EE
+
?
+
3
'
"
&
?
'
E
E
?
&
4
"
,
(
--
&
(
/-
(
0
(
/
(
0
(
//
(
0
(
6-
(
8
AAAAAAAAAAAA
8
AAAAAAAAAAAA
AAAAAAA
)
$
"
AAAAAA
6
(
8
)
(
6/
(
8
$
"
"
)
7
5
7/
3
AAAAAAAAAAAAAAAAA
$
.
3
AAAAAAAAAAAAAAAAAAA
(
6
7/
3
AAAAAAAAAAA
76
,
"
-
"
<
#