LT2012083A - Gravity - based elevated hydro - technical structure - Google Patents

Gravity - based elevated hydro - technical structure

Info

Publication number
LT2012083A
LT2012083A LT2012083A LT2012083A LT2012083A LT 2012083 A LT2012083 A LT 2012083A LT 2012083 A LT2012083 A LT 2012083A LT 2012083 A LT2012083 A LT 2012083A LT 2012083 A LT2012083 A LT 2012083A
Authority
LT
Lithuania
Prior art keywords
hydro
shell structures
gravity
technical structure
steel shell
Prior art date
Application number
LT2012083A
Other languages
Lithuanian (lt)
Other versions
LT6027B (en
Inventor
Rauf Zabolonkov
Original Assignee
Uab "Hidrosfera"
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=48748304&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=LT2012083(A) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Uab "Hidrosfera" filed Critical Uab "Hidrosfera"
Priority to LT2012083A priority Critical patent/LT6027B/en
Priority to PCT/IB2013/053971 priority patent/WO2014037824A1/en
Publication of LT2012083A publication Critical patent/LT2012083A/en
Publication of LT6027B publication Critical patent/LT6027B/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • E02B3/068—Landing stages for vessels
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0056—Platforms with supporting legs
    • E02B2017/0069—Gravity structures

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

This invention aims to create a generally new gravity-based elevated hydro-technical structure, designed for receiving the mooring vessels, with the aim to increase stability and reliability of the construction, as well as to ensure simple mounting works. According to this invention, gravity-based elevated hydro-technical structure consists not only of piles but also of large diameter steel shell structures, mounted on the bottom of the water area. These steel shell structures function as shock-absorbers and do not let water to the piles, while the cavity inside these shell structures is filled with sand (soil). The steel shell structures have piles hammered inside, which are interconnected with a reinforced concrete grillage, on top of which longitudinal and transverse beams are mounted. A reinforced concrete superstructure / trestle is mounted on the longitudinal and transverse beams. The reinforced concrete superstructure connected with steel shell structures and grillage forms a firm gravity-based construction, on top of which mooring bollards and stops are mounted. Practically all constructive elements of this hydro-technical structure can be assembled and mounted on the shore; the assembling works are simple and low-cost.
LT2012083A 2012-09-05 2012-09-05 Gravity - based elevated hydro - technical structure LT6027B (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
LT2012083A LT6027B (en) 2012-09-05 2012-09-05 Gravity - based elevated hydro - technical structure
PCT/IB2013/053971 WO2014037824A1 (en) 2012-09-05 2013-05-15 Gravity-based elevated hydro-technical structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
LT2012083A LT6027B (en) 2012-09-05 2012-09-05 Gravity - based elevated hydro - technical structure

Publications (2)

Publication Number Publication Date
LT2012083A true LT2012083A (en) 2014-03-25
LT6027B LT6027B (en) 2014-05-26

Family

ID=48748304

Family Applications (1)

Application Number Title Priority Date Filing Date
LT2012083A LT6027B (en) 2012-09-05 2012-09-05 Gravity - based elevated hydro - technical structure

Country Status (2)

Country Link
LT (1) LT6027B (en)
WO (1) WO2014037824A1 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6286193B2 (en) * 2013-11-28 2018-02-28 東亜建設工業株式会社 Revetment structure
CN108797513A (en) * 2018-06-12 2018-11-13 中交第三航务工程勘察设计院有限公司 A kind of normalized assembled pile foundation wharfs structure and its method of construction
RU2695457C1 (en) * 2018-07-02 2019-07-23 Юлий Васильевич Горгуца Mooring structure of bridge type on supports from hollow reinforced concrete massifs for areas with high seismicity
CN109440724B (en) * 2018-11-21 2020-07-10 安徽省交通航务工程有限公司 Installation method of cast-in-place beam template suspension support system of high-pile wharf
CN111074841B (en) * 2019-12-27 2021-07-13 中交第三航务工程勘察设计院有限公司 High-pile beam-slab assembled beam structure and construction method thereof
CN113700033B (en) * 2021-08-06 2022-09-23 中铁大桥勘测设计院集团有限公司 Deep water pile group foundation

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1204946A (en) 1916-01-20 1916-11-14 Nat Wharf And Bridge Company Concrete wharf-support.
GB395534A (en) 1931-09-11 1933-07-20 Sylvain Louis Ravier Improvements in and relating to wharf or quay walls
GB391366A (en) 1932-10-03 1933-04-27 Robert Charles Bristow Improvements in and relating to wharf and like constructions
US3479824A (en) 1967-09-18 1969-11-25 Cecil F Schaaf Seawall and fence construction
JPS55142837A (en) * 1979-04-20 1980-11-07 Metsukusu:Kk Gravity-type caisson
KR20020031603A (en) * 2000-10-19 2002-05-03 이무일 Preflex Beam Bridge Structures Using Fiber Reinforced Concrete
KR200272975Y1 (en) 2002-01-31 2002-04-20 원 회 양 A quay wall structure of gravity in which various methods are mixed
CN201526424U (en) * 2009-09-25 2010-07-14 中国水电顾问集团华东勘测设计研究院 Single pile type foundation structure of offshore wind driven generator
TW201116666A (en) * 2009-11-13 2011-05-16 mao-song Shen Makeshift road

Also Published As

Publication number Publication date
LT6027B (en) 2014-05-26
WO2014037824A1 (en) 2014-03-13

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Legal Events

Date Code Title Description
BB1A Patent application published

Effective date: 20140325

FG9A Patent granted

Effective date: 20140526

MG9A Patent invalidated

Effective date: 20180315