Experience as the Main Criterion in the Parametric Rationing Method

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Abstract

The current issue of a fundamental change in construction activities rationing is discussed, namely, the transition from the prescriptive principle of standards building to the parametric one. It is shown that such transition contains a high risk of losing the design quality, since along with it the quintessence of the accumulated by decades and even centuries experience, which is the core of the construction art, contained in the prescriptive method, is lost. It is noted that mastering the art of construction has always followed the pattern of medieval workshops – from a student (university graduate) to an apprentice, who for several years adopted the art of a master, and finally to the master, who has right to engage in professional activity independently. In modern Russia as the Soviet institutions disappeared, the continuity in the design business, the natural transfer of experience from generation to generation, has been broken. Self-regulation of construction activity by placing in the center of the liability system a legal entity instead of a physical person has significantly distorted the professional responsibility principle, generally accepted in foreign and Russian practice, which can only be based on the specialist competence (a legal entity cannot possess competence in the absence of a competent person). Giving standards a recommendatory character, the status of voluntary application, the creation of non-governmental expertise, independent certification of specialists, the transition from a prescriptive rationing method to a parametric one, and similar innovations not be able to bring positive results until a specialist is placed in conditions that oblige him to master the art of construction and design experience.

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About the authors

A. G. Shashkin

Georeconstruction Institute

Author for correspondence.
Email: 9563513@gmail.com

Doctor of Sciences (Geology)

Russian Federation, 4, Izmailovsky Ave., Saint Petersburg, 190005

V. M. Ulitsky

Georeconstruction Institute

Email: mail@georec.spb.ru

Doctor of Sciences (Engineering), Professor, Scientific Supervisor

Russian Federation, 4, Izmailovsky Ave., Saint Petersburg, 190005

References

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Supplementary files

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2. Fig. 1. The house of the manufacturer V. G. Zhukov (architect N. P. Grebenka) on the corner of Sadovaya and Gorokhovaya streets, built in 1845 in rough just in 50 days

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3. Fig. 2. The engraving from 1884 showing the tallest buildings in the world

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4. Fig. 3. Fasteners for fixing the curtain facade on adhesive chemical anchors: a – the curtain structures; b – the embedded part in which the reinforcing rods are welded to the supporting plate: 12 rods must be immersed in 12 holes, which requires unattainable on the construction site hole accuracy; c – the rods were cut off, curved holes were made in the plate with a gas cutter, the plate was put on rods and welded somehow; the bearing capacity of such connection cannot be guaranteed

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5. Fig. 4. Cantilever type expansion joint: a – the column with a cantilever, supporting the beam on the cantilever through antifriction lubrication; b – cracks in the slab from temperature exposure

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6. Fig. 5. The example of reinforcement of a 1.8 m thick foundation slab without intermediate reinforcement levels

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7. Fig. 6. 50 m high embankment on a slope made of soils prone to subsidence under watering

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8. Fig. 7. Relief of the territory allocated for industrial construction: the red line marks the surface planned to be arranged by the site leveling

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