METHOD FOR PADDING GROUND BELOW A DUST USING EXCAVATED SOIL, DEVICE FOR REALIZING THE SAME, EQUIPMENT FOR COMPACTING SOIL BELOW A DUST AND SOIL-COMPACTING MECHANISM
1. A method of padding ground below a duct using excavated soil, including picking-up excavated soil (2), soil transporting in the direction from excavated soil dump (2) to trench (4) with duct (1), soil deposition in trench (4) from both sides of duct (1) up to filling with soil of, at least, space...
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Zusammenfassung: | 1. A method of padding ground below a duct using excavated soil, including picking-up excavated soil (2), soil transporting in the direction from excavated soil dump (2) to trench (4) with duct (1), soil deposition in trench (4) from both sides of duct (1) up to filling with soil of, at least, space (5) below duct (1) and soil compacting, at least, in the space (5) below duct (1), soil compacting organs (104, 105) applying a force on the soil during continuous displacement over the soil surface along duct (1) of one or two vehicles (6) carrying soil feeding (13), transport (14) and soil compacting (104, 105) organs, characterised in that vehicle (6) carrying, at least, soil compacting organs (104, 105) is moved over soil surface of ground path (16) which is formed by means of soil feeding organ (13) during feeding of excavated soil (2) and a force is applied by soil compacting organs (104, 105) on soil previously deposited in trench (4). 2. A method according to claim 1 characterised in that one vehicle is used, which is made in the form of base frame (6) to which soil feeding (13), transport (14) and soil compacting (104, 105) organs are hung. 3. A method according to claim 1, characterised in that a part of excavated soil (2) is used for formation of above ground path (16). 4. A method according to claims 1 or 2, characterised in that in formation of ground path (16) its grading in the transverse direction is performed by skewing soil feeding organ ( 13) in a plane which is normal to its displacement direction. 5. A method according to claim 4, characterised in that transverse gradient of ground path (16) is set equal in value and opposite in direction to angle of skewing of vehicle (6) relative to surface of ground path (16) as a result of non-uniform subsidence of soil under its travelling unit (7). 6. A method according to claim 1, characterised in that part of soil from transport organ (14) is discharged on ground strip located between travelling unit (7) of vehicle (6) and trench (4). 7. A method according to claim 1, characterised in that the force is applied to the soil for its compacting in a cyclic manner; in this case in each cycle of compacting working elements (171) of soil compacting organs (104, 105) are moved in a plane which is normal to the displacement direction of vehicle (6), in the downward direction and towards each other, while between the compacting cycles working elements (171) are moved in the displacement direction of vehicle ( |
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