Structural solution of the horizontal joint of floor slabs in girderless frame
| Autor: | Juliya Mironova |
|---|---|
| Jazyk: | angličtina |
| Rok vydání: | 2021 |
| Předmět: |
Speedup
multi-storey buildings Computer science media_common.quotation_subject shear compliance 0211 other engineering and technologies 020101 civil engineering 02 engineering and technology Welding Constructive 0201 civil engineering law.invention girderless frame law Precast concrete 021105 building & construction Quality (business) GE1-350 welded joint media_common business.industry Frame (networking) Structural engineering Durability Environmental sciences loop-shaped embedded parts Joint (building) business horizontal joint of floor slabs |
| Zdroj: | E3S Web of Conferences, Vol 274, p 03017 (2021) |
| ISSN: | 2267-1242 |
| Popis: | Despite the widespread use of monolithic construction, precast concrete remains in demand in the construction of residential and administrative buildings. Regardless of the advantages in technology and the quality of work, it is necessary and appropriate to modernize the existing design solutions, which allows you to simplify and speed up the technological operations during construction. Moreover, in the construction of complex nodes and joints, the qualification of workers is important, so simplifying the work without losing the quality of construction and ensuring strength, stability and durability is an important task. This problem can be solved by using modern embedded parts in the joints that do not require welding and other complex technological operations. In this paper, a constructive solution of the horizontal joint of the floor slabs located in the zone of action of minimal forces is proposed on the example of a girderless frame. The purpose of the study is to determine the stress-strain state of the proposed structural solution of the horizontal joint of floor slabs using loopshaped embedded parts «PFEIFER» and to develop recommendations for determining the shear compliance. Based on the analysis of the results of numerical modeling, the features of the stress-strain state of the joint during shear operation are revealed. The results obtained can be used in the design of buildings with precast-monolithic ringless frames, in the modernization of existing standard solutions of precast-monolithic frames, as well as other load-bearing systems made of precast concrete. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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