Abstract

The first article of this series was published in issue N.° 162 of «Informes de la Construccion», under the title «Salto de Miranda». The present article deals with the work of excavating the gallery. Modern practice requires that to do this type of work successfully the auxiliary material should be most carefully studied beforehand. N.° 164 of the this magazine has included a paper entitled «Recent progress in the auxiliary material for underground gallery excavation», summarising the most recent type of machinery now available in the market. Since the Grand Coulee Dam was built by the Bureau of Reclamation, where essentially new techniques were introduced, including minimum times for maximum progress, these new procedures and equipment have been generally adopted throughout the world. To this must be added the urgent and increasing demands for electric power, and the vast amounts of money involved in these hydroelectric projects, which explain the rapid adoption of automatic procedures in this kind of work. In this paper the author explains how, using the means available to him, he sought to coordinate the various constructional tasks, to get as near as possible to the most economic working cycle. Underground ventilation is an acute problem, and involves the safety of those working inside the tunnel. The author explains, in simple terms, how the theory of fluids and air circulation can affect the rational and practical solution of providing adequate air supply for the health and comfort of the underground worker. To attain this end, however, a considerable mechanical and economic investment is necessary.

Highlights

  • La complejidad de los trabajos de excavación en galería se divide en cuatro fases u operaciones fundamentales : a) Perforación

  • Since the Grand Coulee Dam was built by the Bureau of Reclamation

  • these new procedures and equipment have been generally adopted throughout the world

Read more

Summary

Inf notlucciân

La complejidad de los trabajos de excavación en galería se divide en cuatro fases u operaciones fundamentales : a) Perforación. Es interesante notar que la velocidad media absoluta de perforación de un tiro con martillos pesados fue de [36,3] cm/minuto. Si suponemos cierta la consideración que hace el Manual de Atlas (6:04-3, tomo I) de que los tiempos perdidos representan 0,7 minutos por tiro, entonces la velocidad media de perforación, es decir, la «velocidad de penetración», resultaría ser de: 40,8 cm/minuto, que es muy normal en bancos calizos. Tanto es así que para dos frentes de ataque se disponían de tres equipos de siete martillos cada uno. Puede ser interesante señalar que el consumo de piezas de recambio para martillos perforadores y soportes neumáticos, por metro de tiro perforado, fue de 0,82 pesetas. Por variar las características del frente, el esquema de tiro ha de ser flexible, no ya en la disposición de los mismos, sino, a veces, en su número exclusivamente.

NATURALEZA DEL TERRENO
Consumo en pesetas por m de túnel
Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.