Construction Cases of SG series Hydraulic Diaphragm Wall Grab
 Work site: Expo construction site in area of Shanghai Jiangnan Shipyard Co.,Ltd. Construction enterprise: Shanghai Jinheyuan Company Wall width:1000mm Wall depth:39m Subsoil conditions: 0-32m Topsoil 32-36m Loess(stiff) 36-39m Hardpan making wall depth of 6 m for 9 hours with verticality about 1:500
Work site: Transportation hub --Shanghai Hongqiao Airport Construction enterprise: Shanghai Tianyu Co., Ltd. Shanghai Lurui Co., Ltd. Shanghai Yuanzhou Co., Ltd. Wall width:1000mm,800mm Wall depth:52m,48m Subsoil conditions: Hardpan and stiff clay. The hydraulic diaphragm wall grabs make wall depth of 6 m for 18-19 hours with verticality above 3:1000
Work site: Pacific Building at Huzhiming City, Vietnam Construction enterprise:Vietnam Pacific Co., Ltd. Wall width:1000mm Wall depth:45m Square basic shaft:1.2m*2.8m*67m Subsoil conditions:Sand bed,Stiff hardpan. The hydraulic diaphragm wall grabs make the wall depth of 6m for 20 hours with the verticality above 3/1000. The Square shaft was finished within 26 hours. Total engineering capacity: 23000 cube meters
Work site: Underground park of Integrated multi-purpose administration building in Moscow Construction enterprise: Russia BAM.CJSC Co., Ltd Wall width:600mm Wall depth:28m Square basic shaft: 0.8m*3m*30m,0.8m*6m*30m Subsoil conditions:Black sand clay, black hardpan
Work site: FLOREASCA Avenue, The 1st District, Bucharest City, RumaniaConstruction enterprise: Rumania Octagon Company Wall width:1000mm Wall depth:40m Polygon basic shaft:width 0.6m,depth 45m Subsoil conditions:Soil,sand soil,stiff hardpan
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