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SU618477A1 - Gravitation-type breakwater - Google Patents

Gravitation-type breakwater

Info

Publication number
SU618477A1
SU618477A1 SU772444174A SU2444174A SU618477A1 SU 618477 A1 SU618477 A1 SU 618477A1 SU 772444174 A SU772444174 A SU 772444174A SU 2444174 A SU2444174 A SU 2444174A SU 618477 A1 SU618477 A1 SU 618477A1
Authority
SU
USSR - Soviet Union
Prior art keywords
breakwater
blocks
parallelepiped
edges
holes
Prior art date
Application number
SU772444174A
Other languages
Russian (ru)
Inventor
Георгий Минькович Александров
Original Assignee
Aleksandrov Georgij M
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Aleksandrov Georgij M filed Critical Aleksandrov Georgij M
Priority to SU772444174A priority Critical patent/SU618477A1/en
Application granted granted Critical
Publication of SU618477A1 publication Critical patent/SU618477A1/en

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

Landscapes

  • Revetment (AREA)

Claims (1)

Изобретение относитс  к гидр з::технике , в частности к устройствам дл  гашени  волн. Известен волнолом гравитадионно го типа, состо щий из блоков с отвер сти ми дл  соединени  их друг с другом посредством штырей, заглубл емых в дно l . Однако при укладке блоков образуютс  пр моугольные углублени , которые при воздействии волн привод т к быстрому разрушению блоков и конструкции в целом. Цель изобретени  - повышение зф фективности волногашени  - достигает с  тем, что каждый блок имеет форму параллелепипеда, ребра которого срезаны с образованием седлообразных по верхностей, при этом верхн   часть волнолома имеет перексогтие. На чертеже изображен предлагаекий волнолом, общий вид. Волнолом состоит из блоков 1 с отверсти ми 2 дл  соединени  их друг с другом посредством заглубл емых в дно штырей 3, при этом каждый блок выполнен в форме параллелепипеда, вс ребра которого с образованием седлообразных поверхностей 4, а верхн   часть волнолома имеет перекрытие 5.. Под действием волнени  происходит диссипаци  энергии воды, проникающей в проемы б и далее во внутренние ходы волнолома. Обтекаема  форма ходов способствует гашению энергии волн без разрушени  блоков и волнолома. Пористость конструкции составл ет 32%, .что дает эконо1ио ю бетона. Формула изобретени  Волнолом гравитационного типа, включающий отдельные блоки с отверсти ми дл  соединени  их друг с другом посредством штырей, заглубл емых в дно, о т.л и ч а ю щ и и с   тем, что, с целью повышени  эффективности волногашени ,. каждый блок имеет форму параллелепипеда; ребра которого срезаны с образованием седлообразных поверхностей, при этом верхн   часть волнолома имеет перекрытие. Источники информации, прин тые во внимание при экспертизе 1. Гамаженко В., С. Опыт применени  морских берегоукрепительных сооружений , М., Машс ройиздат, 1950, с. 93-96, рис. 41.FIELD OF THE INVENTION The present invention relates to a hydra :: technique, in particular, to damping devices. A gravitadonal type breakwater is known, consisting of blocks with holes for connecting them to each other by means of pins embedded in the bottom l. However, when stacking blocks, rectangular depressions are formed, which, when exposed to waves, lead to rapid destruction of the blocks and the structure as a whole. The purpose of the invention, an increase in the efficiency of wave extinguishing, is achieved with the fact that each block has the shape of a parallelepiped, the edges of which are cut off to form saddle-shaped surfaces, while the upper part of the breakwater has a redsogty. The drawing shows the proposed breakwater, a general view. The breakwater consists of blocks 1 with holes 2 for connecting them to each other by means of pins 3 that are buried in the bottom, each block being made in the form of a parallelepiped, all the edges of which form saddle-shaped surfaces 4, and the upper part of the breakwater has an overlap of 5 .. Under the action of agitation, the energy of the water penetrates into the openings b and then into the inner passages of the breakwater. The streamlined shape of the moves contributes to the quenching of wave energy without breaking blocks and the breakwater. The porosity of the structure is 32%, which results in the saving of concrete. Claims of the invention A gravitational-type volnomol, comprising separate blocks with holes for connecting them to each other by means of pins recessed into the bottom, so that, in order to increase wave efficiency,. each block has the shape of a parallelepiped; the edges of which are cut off with the formation of saddle-shaped surfaces, while the upper part of the breakwater has an overlap. Sources of information taken into account during the examination 1. Gamazhenko, V., S. Experience in the use of marine shore protection structures, M., Masch Royizdat, 1950, p. 93-96, fig. 41
SU772444174A 1977-01-17 1977-01-17 Gravitation-type breakwater SU618477A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU772444174A SU618477A1 (en) 1977-01-17 1977-01-17 Gravitation-type breakwater

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU772444174A SU618477A1 (en) 1977-01-17 1977-01-17 Gravitation-type breakwater

Publications (1)

Publication Number Publication Date
SU618477A1 true SU618477A1 (en) 1978-08-05

Family

ID=20692318

Family Applications (1)

Application Number Title Priority Date Filing Date
SU772444174A SU618477A1 (en) 1977-01-17 1977-01-17 Gravitation-type breakwater

Country Status (1)

Country Link
SU (1) SU618477A1 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4341489A (en) * 1979-04-30 1982-07-27 Joe Karnas Offshore reef
US4503649A (en) * 1981-05-14 1985-03-12 Joseph Sciortino Modular block structures for breakwaters, harbor dams and the like
US4801220A (en) * 1985-10-28 1989-01-31 Bores Pedro S Seawall, pier, or basalt column landscape
US4875804A (en) * 1985-12-28 1989-10-24 Bores Pedro S Quadrangular stepped mosaic breakwater
US5556230A (en) * 1994-10-19 1996-09-17 U.S. Army Corps Of Engineers As Represented By The Secretary Of The Army Concrete armor unit for the protection of coastal, shore lines and hydraulic structures

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4341489A (en) * 1979-04-30 1982-07-27 Joe Karnas Offshore reef
US4503649A (en) * 1981-05-14 1985-03-12 Joseph Sciortino Modular block structures for breakwaters, harbor dams and the like
US4801220A (en) * 1985-10-28 1989-01-31 Bores Pedro S Seawall, pier, or basalt column landscape
US4875804A (en) * 1985-12-28 1989-10-24 Bores Pedro S Quadrangular stepped mosaic breakwater
US5556230A (en) * 1994-10-19 1996-09-17 U.S. Army Corps Of Engineers As Represented By The Secretary Of The Army Concrete armor unit for the protection of coastal, shore lines and hydraulic structures

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