EXPERIMENTAL STUDIES OF PROFILED FLOORING ARCHED UNDER CONSTRUCTION LOADS IN THE SLABS WITH LOWER VAULTED SURFACE SUBWAYS
https://doi.org/10.26518/2071-7296-2017-4-5(56-57)-92-101
Abstract
Experimental studies of permanent shuttering of profiled flooring, arched shape on the effect of mounting loads in the construction of precast-monolithic slabs slightly deepened underground pedestrian crossings. Considered the test scheme, valid work profiled flooring, arched shape. The dependences of the deflection from the action of mounting loads. Proven overall stability of the arches of the profiled decking. Recommendations for the use of profiled flooring arched as permanent formwork.
About the Authors
A. A. Komlev
Siberian state automobile-highway University (SibADI)
Russian Federation
teacher; Department – building Construction
Russian Federation
teacher; Department – building Construction
S. A. Makeev
Siberian state automobile-highway University (SibADI)
Russian Federation
doctor of technical Sciences, professor; Department – building Construction
Russian Federation
doctor of technical Sciences, professor; Department – building Construction
References
1. Klimenko F.E. Stalebetonnye konstrukcii s vneshnim polosovym armirovaniem [Reinforced concrete construction with external reinforcement strip]. Kiev, 1984, 88 p.
2. Abbas, H. S., Bakar, S. A., Ahmadi, M., Haron, Z. Experimental studies on corrugated steel-concrete composite slab [Experimental studies on corrugated steel-concrete composite slab]// GRADEVINAR 67 (2015) 3, pp. 225-233.
3. Afanas’ev V.Ju., Sokolovskij Z.N., Makeev S.A. Nesushhie arochnye pokrytija iz trapecievidnogo profilja proizvodstva OOO «Montazhproekt», g. Omsk [Supporting an arched cover of a trapezoidal profile manufactured by “Montazhproekt”, Omsk]. Trudy vserossijskoj nauchno-tehnicheskoj konferencii, 6-7 dekabrja 2006. Omsk, SibADI, 2006, pp 81-86.
4. Krasotina L.V., Krasnoshhekov Ju.V., Mosenkis Ju.M. Ispol’zovanie arochnogo profnastila pri rekonstrukcii zdanij [The use of arched corrugated sheet in the reconstruction of buildings] Vestnik Sibirskoj gosudarstvennoj avtomobil’no-dorozhnoj akademii, 2009, №14. pp. 41-46.
5. Nizameev V.G., Basharov F.F. Issledovanie nesushhej sposobnosti profilirovannogo nastila pri vnecentrennom szhatii s uchetom zakriticheskoj ego raboty [Research of bearing capacity of profiled sheeting under eccentric compression considering overcritical of his work]. Izvestija Kazanskogo gosudarstvennogo arhitekturno-stroitel’nogo universiteta, 2016, №1(35), pp. 95-101.
6. Komlev A.A. Jeffektivnost’ nes#emnoj opalubki iz arochnogo profilirovannogo nastila [The efficiency of a fixed timbering from the arched profiled flooring] Razvitie dorozhno-transportnogo kompleksa i stroitel’noj infrastruktury na osnove racional’nogo prirodopol’zovanija: materialy V Vserossijskoj nauchno-prakticheskoj konferencii studentov, aspirantov i molodyh uchenyh, Omsk, SibADI, 2010. Kn.2, pp.174-177.
7. Zolotuhin Ju.D. Ispytanie stroitel’nyh konstrukcij [Testing of building structures]. Minsk, 1983, 208 p.
8. Aronov R.I. Ispytanie sooruzhenij [Test structures]. Moscow, 1974, 187 p.
9. Dolidze D.E. Ispytanie konstrukcij i sooruzhenij [Test structures]. Moscow, 1975.
10. TU 1122-002-44880798-01 Profil’ stal’noj holodnognutyj listovoj s trapecievidnoj formoj gofra S21-1000 [The cold-formed steel sheet profile with trapezoidal corrugation C21-1000].
11. Pogrebnoj Ja.F. Optimizacija tehnologicheskih i konstruktivnyh reshenij s var’irovaniem parametrov prodol’nyh uzlovyh svjazej [Optimization of technological and constructive solutions with variation of parameters of longitudinal nodal ties]. Kiev, 1973, 134 p.
Review
For citations:
Komlev A.A., Makeev S.A. EXPERIMENTAL STUDIES OF PROFILED FLOORING ARCHED UNDER CONSTRUCTION LOADS IN THE SLABS WITH LOWER VAULTED SURFACE SUBWAYS. The Russian Automobile and Highway Industry Journal. 2017;56(4-5(56-57)):92-101. (In Russ.) https://doi.org/10.26518/2071-7296-2017-4-5(56-57)-92-101
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