HomeMy WebLinkAbout1704-39Ends of two straps to
be placed in line and II
at same angle as
taper of wedge C
Pipe
u Wedge and
Straps
Spot welds
8 Spaces as required
to fit the helix angle
0 0 0 0 0 0 0 0
N� oa �
01 0 0 0 0 0 0 0 0
Dimension A; 7 Min. between dimples
as req'd. to fit the helix angle
�N
Spot welds shall develop
SECTION THRU DIMPLES full strength of strap
23/4
rm�,- Min. M-: in.
Bend for
T— coupling closer
STRAP (3 Regd.) 0.079"x 2%4� WIDE , GaIv.
To accanpory pbns dated— uolc15-� S /977
DISTRICT
OUNTY
UTE
Past Mees -Total Project
SHEETTO
OS
- ��'
O
CR FncL
39
39
CHIEF, PROJECT DEVNZIPMENT BRANCH
REGISTERED CIVIL ENGINEER NO. 8872
APPROVED_ November 63 1974 ,
Spot welds
Taper. 11/2 in 12 max. i n strap only
. I
I/3 in 12 min.
Spot welds,
t' strapto coupling
P g
band
20 approx.
E G
W D E 0. 138 Galvo
STRAP DETAIL
ALTERNATNE TYPE WEDGE
0,079"Gaiv. FOLDED 180°
AND FLATTENED,
UNIVERSAL COUPLING BAND CONNECTED WITH WEDGE AND STRAPS
FOR USE ON C.S.P. THRU 36"INCLUSIVE
Acceptable alternative for Universal Coupling Band used on C-S.P thru 36 Inclusive
as shown on Standard Plan SD97-A and on D97-A.I of the Standard Plans dated
January, 1975.
A B U I L D SPACIAL DETAILS
eY a C*SOPNO CORRECTIONS iH15 SHEET COUPLING BAND DETAILS
WITH WEDGE AND STRAPS
(%4
3