摘要:
The present invention relates to a method for widening road, superhighway or railway tunnels, without interrupting the traffic. The method comprises: a first step in which is carried out a boring for samples of the soil included between the theoretic profile of the widened tunnel to be made and that of the old existing tunnel, after having possibly operated on the soil included between the theoretic profile of the widened tunnel to be made and that of the old existing tunnel, by reinforcement operations on the boring front and precontainment operations of the widening cable, and a second step in which the final coating, comprising one or more arches of prefabricated quoins is laid, in samples, close to the boring front, according to "active vault" principle.
摘要:
The present invention relates to a method for widening road, superhighway or railway tunnels, without interrupting the traffic. The method comprises: a first step in which is carried out a boring for samples of the soil included between the theoretic profile of the widened tunnel to be made and that of the old existing tunnel, after having possibly operated on the soil included between the theoretic profile of the widened tunnel to be made and that of the old existing tunnel, by reinforcement operations on the boring front and precontainment operations of the widening cable, and a second step in which the final coating, comprising one or more arches of prefabricated quoins is laid, in samples, close to the boring front, according to "active vault" principle.
摘要:
Un dispositif pour abaisser le fond de galeries ou analogues dans des mines souterraines ou analogues comporte une machine de désagrégation (1) présentant un train de roulement (4) et équipée d'une benne chargeuse (6) munie éventuellement de marteaux-piqueurs, une machine de concassage (2) présentant, monté sur un train de roulement (11), au moins un groupe de concassage (8), ainsi qu'un moyen de transport intermédiaire (3) disposé en aval de la machine de concassage (2). Afin de pouvoir utiliser avec un tel dispositif un chargeur à benne normal, la machine de concassage (2) est, vue dans le sens du travail d'abaissement, disposée avant la machine de désagrégation (1) dans la zone non abaissée de la galerie ou analogue, de sorte que les déblais peuvent être directement chargés depuis la benne chargeuse (6) sur la machine de concassage (2).
摘要:
The working piston (15) in the cylinder (1) is subjected to the force of the pressure medium only on one side, whereas the piston return travel results from reaction forces (R). The supply and discharge of the pressure medium are effected via separate conduits (9, 10), so that there is a continual replacement of the pressure medium within the cylinder (1). At the maximum of the pistons stroke, the pressure medium may be discharged out of the cylinder (1) independently of the control position of the control unit (2). In both end positions of the piston (15), the motion of the piston is braked by a mechanical dumping device (18).
摘要:
The aim of the invention is to sink sections, especially in underground coal mining. To this end, a the cutting device (17) of a sinking machine (1) consists of two swing rollers (19, 20) which are arranged vertically and pivotally and which are linked to the machine frame (10) via supporting arms (21). The machine frame (10) also serves as a skewback. Said swing rollers (19, 20) are height-adjustable. The convergence-related elevations (7) are cut from the gallery end (6) in the direction of the centre of the section and are simultaneously delivered onto the conveyor (8) by means of the swing rollers (19, 20) that operate in different directions. In a preferred and advantageous embodiment, the dimensions of the sinking machine (1) are small in comparison with the cutting forces and the requisite restoring forces of the cutting device (17).
摘要:
The aim of the invention is to sink sections, especially in underground coal mining. To this end, a the cutting device (17) of a sinking machine (1) consists of two swing rollers (19, 20) which are arranged vertically and pivotally and which are linked to the machine frame (10) via supporting arms (21). The machine frame (10) also serves as a skewback. Said swing rollers (19, 20) are height-adjustable. The convergence-related elevations (7) are cut from the gallery end (6) in the direction of the centre of the section and are simultaneously delivered onto the conveyor (8) by means of the swing rollers (19, 20) that operate in different directions. In a preferred and advantageous embodiment, the dimensions of the sinking machine (1) are small in comparison with the cutting forces and the requisite restoring forces of the cutting device (17).
摘要:
Die Erfindung betrifft eine Einrichtung zum Bearbeiten und Vergrößern des lichten Querschnitts bzw. der Innenkontur eines Erdbauwerks, z. B. eines Kanals, mit einem Fräswerkzeug (9), das auf einem im zu bearbeitenden Querschnitt positionierbaren Träger (1) auf einem Auslegerarm (7) gelagert ist, wobei der Träger (1) Rollen (19) zur Abstützung und zum Verfahren in dem zu bearbeitenden Querschnitt aufweist. Optimale Arbeitsbedingungen können dadurch erreicht werden, dass der Auslegerarm (7) um eine horizontale Schwenkachse (6) und um eine weitere Schwenkachse (8) kardanisch am Träger (1) angelenkt ist und dass der Anlenkpunkt des Auslegerarms (7) höhenverstellbar ist.
摘要:
Process to excavate the inverted lower arch in existing tunnels, tracks (11-111) for vehicles passing within the tunnels (10) being protected by a protective shield (16) placed between the tracks (11-111) and the inner walls of the tunnels (10), the portion of the tracks (11-111) involved in the excavation being made to cooperate with provisional, temporary support means (14), the process providing for performance of the working steps connected with the excavation of the inverted lower arch (13) in existing tunnels (10) without interrupting the normal flow of traffic passing within the existing tunnels (10) in which work is to be done, the working steps connected with the excavation being organized and carried out within the circular space contained between the protective shield (16) and the extrados of the tunnel (10) and below the portion of track (11-111) momentarily upheld by the temporary support means (14). Apparatus to excavate the inverted lower arch (13) in existing tunnels (10), which employs the above process and consists of: - a vault-shaped structure (19) able to move on its own runways (20), - arms (21) to support the excavation equipment, - excavation equipment (22) and - means to excavate service channels (34).