title: ÐÐ»Ð°Ð²ÑÑÐ¸Ðµ ÑÐµÐ¼Ð¾Ð½ÑÐ½ÑÐµ Ð·Ð°ÑÐ²Ð¾ÑÑ Ð²Ð¾Ð´Ð¾Ð¿ÑÐ¾Ð¿ÑÑÐºÐ½ÑÑ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ° Ð·Ð°ÑÐ¸ÑÐ½ÑÑ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð±Ð°ÐºÐ°Ð»Ð°Ð²ÑÐ°
titleType: Subtitle
title: Floating repair gates of culverts of a complex of protective structures
Creators: name: ÐÐ»Ð°ÑÑÑÐ¸Ð½Ð°, Ð¡Ð¾ÑÐ¸Ñ
Publisher: name: Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÑÐºÐ¸Ð¹ Ð¿Ð¾Ð»Ð¸ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ½Ð¸Ð²ÐµÑÑÐ¸ÑÐµÑ ÐÐµÑÑÐ° ÐÐµÐ»Ð¸ÐºÐ¾Ð³Ð¾
Year: 2020
Subjects: Ð³Ð¸Ð´ÑÐ¾ÑÐµÑ Ð½Ð¸ÑÐµÑÐºÐ¸Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ
Ð²Ð¾Ð´Ð¾Ð¿ÑÐ¾Ð¿ÑÑÐºÐ½ÑÐµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ
Ð·Ð°ÑÐ²Ð¾Ñ
Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ
ÐºÐ¾ÑÐ»Ð¾Ð²Ð°Ð½
Ð²ÑÐµÐ¼ÐµÐ½Ð½Ð°Ñ Ð¿ÐµÑÐµÐ¼ÑÑÐºÐ°
hydraulic structures
culverts
gate
design
foundation pit
temporary bridge

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description: Title: Floating repair gates of culverts of the complex of protective structures.
Key words: hydraulic structures, culverts, gate, design, foundation pit, temporary bridge.
Design object: a temporary jumper for the construction of the construction object, the foundation under the gantry crane from the side of the Neva Bay.
Objective: to create an alternative (more simplified) method of launching repair gates onto water, using the smallest external resources, such as the Chernomorets floating crane (the Chernomorets floating crane with a lifting capacity of 100 tons was awarded the USSR State Prize), which was used during repair work at the Protective Buildings Complex St. Petersburg; pick up new equipment for launching floating repair gates on water, namely a gantry crane, and also design the foundation for a gantry crane and a new storage area for floating repair gates at the Protective Buildings Complex St. Petersburg
In the final qualification work, a choice is made of the type of enclosure, the determination of the effects on it, the calculation of stability and the determination of its final dimensions.
In this work, we used the data of field observations of precipitation and displacements of the indicated stone and earth dam obtained by the Directorate of the complex of protective structures of the city of St. Petersburg of the Ministry of Construction and Housing and Communal Services of the Russian Federation, as well as the results of the design studies of the bottom persistent deformation behavior performed by the author of this thesis prism of the dam, the results of calculating the stability of its slopes, also provides the results of a variant comparison of possible technical solutions to ensure the design values of the stability of the slopes of the dam and the composition of engineering and design measures aimed at solving this problem.
Scope of work results:
- in the project of the proposed reconstruction of the dam;
- in assessing the deformation behavior and stability of the system "Construction-base" during its long-term operation in real conditions.
Expected effect: increased level of safety during the operation of the dam based on the assessment of economic indicators and technical solutions aimed at this.
The final work contains an explanatory note of 50 pages, including - illustrations, - tables, a list of references from - the title, - applications in the form of graphically designed sheets and 2 applications in the form of tables.