Increasing the efficiency of trenchless laying machines using vibrating knives

Authors

DOI:

https://doi.org/10.32347/tit.2022.51.0202

Keywords:

deep cutting of the soil, soil resistance, trenchless laying machines, vibrating knives, engineering communications, laying of underground networks

Abstract

Modern requirements for the laying of underground communications consist of a combination of high construction rates with low energy consumption. The highest rate of laying linear objects is ensured by knife-type cable and pipe-layers, which are designed for their trenchless burial - this is when a narrow slot is cut in the soil, through which a cable or pipeline is launched. A feature of this process is the need to use large traction forces, which are determined by the resistance forces of the soil when cutting it. Accordingly, the cutting resistance of the soil depends on the dimensions of the width and depth of the gap and the physical and mechanical properties of the soil. Finding ways to reduce forces for deep cutting of soils is an important problem.

One of the ways to improve the efficiency of trenchless laying machines is to equip them with vibrating knives. It is known that when the knife oscillates in the vertical direction, it leads, depending on the soil and the speed of movement, to a 30…60% decrease in traction resistance. But the use of more complex vibration movements of the knives allows reducing the traction resistance during deep cutting of soils by 70…90%. It is well-known that various designs of mechanical drive are used to implement the process of vibration of knives. These are complex devices that, together with the entire machine, require calculations. Therefore, studying the forced vibration of the knives of pipe deepeners is an urgent task, which is aimed at reducing the energy consumption of the process of soil deep cutting and improving the overall performance of knife machines for trenchless laying of underground utilities.

To achieve the goal, the paper considered possible variants of the vibration oscillation of the knives and provided calculation dependencies for determining the resistance of soil cutting by active knives; also the dependence for determining the maximum average drive power of a centralized unbalanced vibrator was given. At the same time, the dimensions of the gap obtained, the physical and mechanical properties of the soil and the technical characteristics of the vibrator were taken into account.The obtained recommendations can be used when designing trenchless laying machines using vibrating knives.

References

Zwierzchowska, A., Kuliczkowska, E. (2019). The selection of the optimum trenchless pipe laying technology with the use of fuzzy logic. Tunnelling and underground space Technology, Vol.84, 487-494. https://doi.org/10.1016/j.tust.2018.11.030.

Adams, E. (2007). Latest developments for the trenchless construction of pipelines. Oil gaseuropean magazine, Vol.33, No.2, APR 16-17, 62-66.

Zhao J and Ling B. (2014). Trenchless technology underground pipes. Machinery Industry Press, Shanghai, China, 134.

Cohen A. and Ariaratnam S. (2017). Developing a Successful Specification for Horizontal Directional Drilling Pipelines. Planning and Design, Phoenix, Arizona, USA, Pipelines, 45.

Eshutkin D.N., Smirnov Yu.M, Coj V.M., Isaev V.L. (1990). High-performance hydropneumatic percussion machines for laying engineering communications. Moscow, Stroyizdat, 176 (in Russian).

Kravec' S.V., Kovan'ko V.V., Lukyanchuk O.P. (2015). Scientific foundations for the creation of earthmoving and long-line machines and subterranean outbuildings. Monograph. Rivne, NUVGP, 322 (in Ukrainian).

Kruse G. (2009). The trenchless technique horizontal directional drilling. Soil related risk and risk mitigation. 4th Pipeline Technology Conference, 134-156.

Suponev V.N., Kaslin N.D., Oleksin V.I. (2008). Trenchless technologies of laying dis-tribution engineering communications. Scientific bulletin of construction, No.499, 213-217 (in Russian).

Rudnev V.K. Kravec S.V., Kaslin N.D., Suponev V.N. (2008). Machines for trenchless laying of underground utilities. Under the editorship Rudneva V.K. Kharkov, OOO Favor, 256 (in Russian).

Grigorev A.S. (2004). Justification of the choice of parameters of punching installations depending on the length of penetration. Sat. scientific works of stov, masters of Moscow State University for the Humanities, Iss.4, 133-136 (in Russian).

Romakin N.E., Malkova N.V. (2007). Parameters of the working tool for static puncture of the root. Construction and road machines, No.11, 31-33 (in Russian).

Zemskov V.M., Sudakov A.V. (2005). Analysis of the study of drag in trenchless laying of pipelines by the puncture method. News of TulGU. Series Hoisting and transport machines and equipment, Tula TulGU, Iss.6, 35-38 (in Russian).

Gusev I.V., Chubarov F.L. (2014). The use of controlled soil puncture for trenchless pipe laying. The potential of modern science, No.2, 30-33 (in Russian).

Kravetc S.P., Suponyev V.M., Balesnii S.P. (2017). Determination of soil reactions and the amount of deviation from axial movement when it is punctured with an asymmetric tip. Automobile transport, Sat. science tr., Vol.41, 155-163 (in Ukrainian).

Rogachev A.A. (2007). Substantiation of de-sign parameters and modes of operation of the executive body of a controlled piercing instal-lation. Abstract dis. for the scientific degree cand. those. sciences, spec. 05.05.06 – Mining machines, Tula, 135 (in Russian).

Lenchenko V.V., Menshina E.V., Menshin S.E. (2001). The choice of rational projectile parameters for directional well drilling. Report at the symposium, Miner's Week – 2001, Sem-inar 20, Moscow, Moscow State University, Jan.29 – Feb.2 (in Russian).

Suponev V., Kravets S., Suponev V., Riezni-kov O., Kosyak A., Nechiduk A., Klets D., Chevychelova О. (2018). Determination of the resistance of the cylindrical-tubular drill for trenchless laying of underground communica-tions. Eastern European Journal of Advanced Technologies, 3/7(93), 64-71.

Suponyev V.M. (2018). Controlling the process of correcting the trajectory of the move-ment of the working body during a static puncture of the soil. Automobile transport, No.43, 125-131 (in Ukrainian).

Kravets S., Suponyev V., Balesny S., Shevchenko V., Yefymenko A., Ragulin V. (2021). Determination of the regularities of the soil punching process by the working body with the asymmetric tip. Eastern-European journal of enterprise technologies, No.2/1(110), 44-51.

Sukach M.K. (2021). The Staple-Shape Plate Springs Engineering Calculation Method. Sci-ence and Technique, 20 (3), 268-274, https://doi.org/10.21122/2227-1031-2021-20-3.

Suponiev V.M., Balesnyi S.P., Pymonov I.H. (2021). Establishment of the value of penetration of a soilpiercing working body with an asymmetric tip when correcting the trajectory of the leg. Bulletin of KHNADU, Collection of scientific articles, Iss.92, T.1, 172-178 (in Ukrainian).

Downloads

Published

2023-04-26

How to Cite

Suponyev, V., Ragulin, V., & Oleksyn, V. (2023). Increasing the efficiency of trenchless laying machines using vibrating knives. Transfer of Innovative Technologies, 5(1), 21–28. https://doi.org/10.32347/tit.2022.51.0202

Issue

Section

Engineering, Environmental Science