Hang Grab was properly designed for
excavating soil continuously until it
reaches in a certain depth providing
bentonite in order not to let the wall
break down and not to inflow underground
water. The procedure of UNDERGROUND
DIAPHRAM WALL METHOD is that the soils
are excavated continuously using Hang
grab, and then reinforcing bar net is
inserted and concretes are filled.
Features
The typical rope-suspended/operated grab
for diaphram wall constructions has always
satisfied the favour of the foundation contractors,
due to its massive but simple principle of
operation.
Alternative selection of jaws shape, angular
or circular, is available.
The jaws, ropes and rope sheaves can be
replaced easily and quickly at site without
problem.
Specification
DESCRIPTION
UNIT
BM-HHG-1006
BM-HHG-1008
BM-HHG-1010
BM-HHG-1012
WIDTH OF
DIAPHRAM("A")
mm
600
800
1000
1200
WIDTH OF
BASE BODY
mm
580
780
HEIGHT (OPEN
JAWS)
mm
6800
JAW CAPACITY
(APPROX.)
litter
900
1250
1600
2000
WEIGTH OF
GRAB (APPROX.)
Kg
11000
12000
13000
15000
BUMATEC.
LTD.
West Side Jiujing
Road,Danyang Economic Development Zone, Jiangsu, China Emai:
buma@bumatec.com
General
Emai: