Preview

Bulletin of Science and Research Center of Construction

Advanced search

Tests of wooden columns’ support nodes with the in rods obliquely glued into the end surface

https://doi.org/10.37538/2224-9494-2021-1(28)-102-109

Abstract

Articulated and rigid knots of fastening of wooden elements with end surfaces to the base tested for shear. Fragments with V-shaped anchors glued into the end surface were tested. Bending console with a rigid knot tested. A rigid knot made with the obliquely glued-in rods. Constructions with the rigid knots used in some structures. High shear strength of the knot confirmed.

About the Authors

S. Turkovskiy
TSNIISK named after V. A. Koucherenko JSC Research Center of Construction
Russian Federation


A. Pogoreltsev
TSNIISK named after V. A. Koucherenko JSC Research Center of Construction
Russian Federation


V. Stoyanov
LTD «CNIPS LDK»
Russian Federation


References

1. Турковский С.Б., Погорельцев А.А., Преображенская И.П. Клееные деревянные конструкции на вклеенных стержнях в современном строительстве (Система ЦНИИСК) М.: РИФ «СТРОЙМАТЕРИАЛЫ», 2012. 300 с.

2. Shopski M. Glued-in steel rods subjected to combined axial and lateral loading / Annual of the University of the architecture, civil engineering and geodesy Sofia, Volume 50, Issue 1, 2017. Pp. 19-25.

3. Rossignon A., Espion B. Experimental assessment of the pullout strength of single rods bonded in glulam parallel to the grain. Holz Roh Werkst, 2008. - № 66. Pp. 419-43.

4. СП 64.13330.2017 «СНИП II-25-80 Деревянные конструкции».

5. СП 382.1325800.2017 «Конструкции деревянные клееные на вклеенных стержнях».


Review

For citations:


Turkovskiy S., Pogoreltsev A., Stoyanov V. Tests of wooden columns’ support nodes with the in rods obliquely glued into the end surface. Bulletin of Science and Research Center of Construction. 2021;28(1):102-109. (In Russ.) https://doi.org/10.37538/2224-9494-2021-1(28)-102-109

Views: 370


Creative Commons License
This work is licensed under a Creative Commons Attribution 4.0 License.


ISSN 2224-9494 (Print)
ISSN 2782-3938 (Online)