DESIGNING AND DETAILING OF BUILDING SYSTEMS. MECHANICS IN CIVIL ENGINEERING

DOWEL AND WASHER CONNECTIONS FOR ELEMENTS OF WOODEN STRUCTURES

Vestnik MGSU 9/2016
  • Rimshin Vladimir Ivanovich - Moscow State University of Civil Engineering (National Research University) (MGSU) Doctor of Technical Sciences, Professor, corresponding member of Russian Academy of Architecture and Construction Sciences, Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Labudin Boris Vasil’evich - Northern (Arctic) Federal University named after M.V. Lomonosov (NArFU) Doctor of Technical Sciences, Professor, Northern (Arctic) Federal University named after M.V. Lomonosov (NArFU), 17 nab. Severnoy Dviny str., Arkhangelsk, 163002, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Melekhov Vladimir Ivanovich - Northern (Arctic) Federal University named after M.V. Lomonosov (NArFU) Doctor of Technical Sciences, Professor, Northern (Arctic) Federal University named after M.V. Lomonosov (NArFU), 17 nab. Severnoy Dviny str., Arkhangelsk, 163002, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Popov Egor Vyacheslavovich - Northern (Arctic) Federal University named after M.V. Lomonosov (NArFU) postgraduate student, Northern (Arctic) Federal University named after M.V. Lomonosov (NArFU), 17 nab. Severnoy Dviny str., Arkhangelsk, 163002, Russian Federation.
  • Roshchina Svetlana Ivanovna - Vladimir State University named after Alexander and Nikolay Stoletovs (VISU) Doctor of Technical Sciences, Professor, Vladimir State University named after Alexander and Nikolay Stoletovs (VISU), 87 Gor’kogo str., Vladimir, 600000, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 35-50

During design and production of wooden structures there often arises a problem of durability, strength and bearing capacity of buildings and structures. This issue is especially current during reconstruction, because the proper choice of connection influences the technical possibility of the works. For this aim different types of connectors are used. One should also remember that distinct anisotropic behavior is characteristic of the wood. In the given article the authors consider technical characteristics and examples of the use of certain types of timber connections, which have been developed over the last century. The advantages and disadvantages of different types of connectors, such as ring-type, tee and disk timber connectors, claw plates and paste-in washers, steel adhesive wavy toothed dowels are analyzed. The range of products and bearing capacity values of some connectors are offered. The authors make a conclusion, that in order to increase durability, strength and operation reliability of connectors it is advisable to use clamping plates which have resilience and some advantages of fractionality principle characteristic of multi-nailed connections. It is also advisable to use calculation methods corresponding to the requirements of the requirements SP and Eurocode.

DOI: 10.22227/1997-0935.2016.9.35-50

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