L'explication/l'anotation:For vibratory pile driving of pile foundations of railway poles. Ïðèñïîñî
áëåí for work in the zone with moderate climate at a temperature of - 40. +40
hail in thawed grounds, and 1 and 2 groups on construction norms and specification classification.
La description détaillée de marque:For vibratory pile driving with railway track of pile foundations of type
trade system under railway poles and anchors of that type, as well as piles (anchors)
for structure of assembled tower foundation of span wires in case of ýëåêòðèôè
êàöèè of standard gauge reilways, current and major repair
contact railroad network.
represents the self-propelled flat-car, at which
the power-plant, the ïîãðóçî÷íî-çàðÿäíîå equipment are mounted, and
the place to accommodate basements, anchors is also provided or piles
the vibro-loader provides the seizure and the rigid joint of basement,
anchor or pile with vibrator and their dip in the soil at the expense of âèáðîýôôå êòà. The loading of basements and anchors on the platform of unit and the submission of them
the desk-top for seizure by the vibro-loader is carried out ïîãðóçî÷íî-çàðÿä
Noy equipment, mounted onto edge of the platform.
the technical movement is carried out thanks to supply its two
self acts, brake and signalling equipment. The bodies the PAN
ðàâëåíèÿ are concentrated in unit cockpit. The field equipment of ñìîíòè
ðîâàíî on revolve implement bearing, providing of its turn on
the angle 90 degree in both parties from long axis of base æ/ä of flat car, and
includes rotary and the sliding girder, the pivoted arm, on
ïðàâëÿþùóþ frame and carriage of vibro-loader.
technical capacity, øò/÷ 3
mass submersible basement or pile greatest, t 2, 3
length submersible ôóíäàìåíòà/ñâàè greatest, M 4, 5/5, 6
amounts of ïîãðóæ. elements in plan of min/max, m 0, 35õ0, 35/0, 67x0, 67
depth of submergence of basement greatest, m 5
limits of distances from æ/ä axis of way to axis of ïîãðóæ. Basement, m 3, 1-5, 7
basements number, loadable on the platform, state, not more than 5
greatest allowable speed of unit, êì/÷ 70
carrying capacity of crane equipment nominal, t 3, 2
hook departure from axis of rotation of crane equipment of max, 4, 9
turning angle of hoisting equipment, hail 360
mass without load by basements, t 58
overall of sizes transport location, MM 19620õ3230õ5260
unit base - 4õ îñíàÿ æ/ä model flat car 13-9004.
the travelling speed of unit by the shunt running in coupling with flat car and cargo
mass not more 15 t on horizontal tangent makes up 15
or 30 êì/÷, on curved sections (the radius 150 m) and on the rise (10%)
- 15 êì/÷. |
