RU2006120770A - THROUGH TRANSVERSE WATERPROOF CONSTRUCTION - Google Patents

THROUGH TRANSVERSE WATERPROOF CONSTRUCTION Download PDF

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Publication number
RU2006120770A
RU2006120770A RU2006120770/03A RU2006120770A RU2006120770A RU 2006120770 A RU2006120770 A RU 2006120770A RU 2006120770/03 A RU2006120770/03 A RU 2006120770/03A RU 2006120770 A RU2006120770 A RU 2006120770A RU 2006120770 A RU2006120770 A RU 2006120770A
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RU
Russia
Prior art keywords
height
transverse
protection structure
shore protection
triangular
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Application number
RU2006120770/03A
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Russian (ru)
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RU2324028C2 (en
Inventor
Тать на Юрьевна Хаширова (RU)
Татьяна Юрьевна Хаширова
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Тать на Юрьевна Хаширова (RU)
Татьяна Юрьевна Хаширова
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Priority to RU2006120770/03A priority Critical patent/RU2324028C2/en
Publication of RU2006120770A publication Critical patent/RU2006120770A/en
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Publication of RU2324028C2 publication Critical patent/RU2324028C2/en

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Claims (3)

1. Сквозное поперечное берегозащитное сооружение, содержащее сборные элементы, отличающееся тем, что элементы являются распорными, состоят из пластиковой трубы, в которой находятся заполнитель и арматура, и собраны в треугольники путем закрепления хомутами распорных элементов вокруг поперечной арматуры с образованием узлов, поперечное сечение которой представляет собой треугольные фермы из распорных элементов, высота которых Hi к концу сооружения увеличивается постепенно.1. A transverse cross-shore protection structure containing prefabricated elements, characterized in that the elements are spacer, consist of a plastic pipe containing filler and reinforcement, and are assembled in triangles by fixing clamps of spacer elements around transverse reinforcement with the formation of nodes, the cross section of which represents a triangular truss of spacers, the height of which H i towards the end of the structure increases gradually. 2. Сооружение по п.1, отличающееся тем, что высота треугольных ферм увеличивается постепенно до величины, равной или превышающей Н=h+hp, где h - высота треугольный фермы в начале сквозного поперечного берегозащитного сооружения; hp - глубина размыва в конце сквозного поперечного берегозащитного сооружения.2. The construction according to claim 1, characterized in that the height of the triangular trusses increases gradually to a value equal to or greater than H = h + h p , where h is the height of the triangular truss at the beginning of the through transverse shore protection structure; h p - erosion depth at the end of the through transverse shore protection structure. 3. Сооружение по п.1, отличающееся тем, что высота треугольных ферм увеличивается постепенно до величины, равной или превышающей Н, и описывается уравнением
Figure 00000001
, где Hi - высота треугольной фермы на расстоянии х; Lш - длина сквозного поперечного берегозащитного сооружения.3. The construction according to claim 1, characterized in that the height of the triangular trusses increases gradually to a value equal to or greater than H, and is described by the equation
Figure 00000001
where H i - the height of the triangular truss at a distance x; L W - the length of the through transverse shore protection structure.
RU2006120770/03A 2006-06-13 2006-06-13 Open-ended transversal bank protection structure RU2324028C2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
RU2006120770/03A RU2324028C2 (en) 2006-06-13 2006-06-13 Open-ended transversal bank protection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
RU2006120770/03A RU2324028C2 (en) 2006-06-13 2006-06-13 Open-ended transversal bank protection structure

Publications (2)

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RU2006120770A true RU2006120770A (en) 2007-12-27
RU2324028C2 RU2324028C2 (en) 2008-05-10

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RU2006120770/03A RU2324028C2 (en) 2006-06-13 2006-06-13 Open-ended transversal bank protection structure

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Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2541631C1 (en) * 2013-10-22 2015-02-20 Замир Галимович Ламердонов Method to construct protective facility against spring floods in case of emergencies

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RU2324028C2 (en) 2008-05-10

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