![]() SYSTEM OF UNION BETWEEN MODULES OF FLOATING CONCRETE STRUCTURES AND UNIONING PROCEDURE BETWEEN MODUL
专利摘要:
The object of the invention is a system for joining between modules (1) of floating concrete structures comprising inflatable auxiliary protection elements, comprising an interior volume (11), elastomeric joints (6) that prevent the contact of walls (3) facing modules (1), hollow cylinders (2) that pass through the walls (3) of two modules (1) faced through holes (7) of the walls (3), a post-tensioning system installed inside the hollow cylinders (2), and a provisional mooring system, so that in a final position, the walls (3) of the modules (1) are facing each other. Another object of the invention is the method of joining between modules (1) of floating concrete structures with the system disclosed. (Machine-translation by Google Translate, not legally binding) 公开号:ES2689377A1 申请号:ES201730679 申请日:2017-05-10 公开日:2018-11-13 发明作者:Jose Alfonso NEBRERA GARCIA;Rodrigo MORENO RIVERO 申请人:ACS Servicios Comunicaciones y Energia SL; IPC主号:
专利说明:
image 1 image2 image3 image4 image5 image6 image7 5 10 fifteen twenty 25 30 35 The joining system object of the invention comprises a provisional mooring system consisting of pairs of tracteles (17) and guide wires (18), such that pairs of tracteles (17) are placed on the covers of the two modules (1) to be joined, so that in the final position of the modules (1) the tracteles (17) are aligned with each other, therefore, in each of the pairs of tracteles (17) a guide wire (18) is arranged wound around of the same. Procedure for joining two modules (1): 1.- Preparation of the walls: In the event that the modules (1) have not been equipped to join the connecting plates (4) or the elastomeric joints (6 ) at the time of its construction, the joining plates (4), the elastomeric joints (6), or the two elements to the walls (3) to join the two modules (1) are incorporated. 2.- Approximation of the modules: The modules (1) approach slowly using tugs; when they are close, the approach speed is reduced and the auxiliary protection elements are installed (twenty-one) to absorb energy and avoid the shock of the modules (1). In addition to these protection elements (21), the inflatable auxiliary protection elements (5) are also placed, which are retained to maintain the appropriate distance between modules (1) while maintaining a slight pressure of the tugs. Said inflatable auxiliary protection elements (5), in addition to the function just described, have as their main objective the creation of a "windy effect" that fixes the modules (1) together while performing the subsequent tasks of the joining procedure between the modules (1). In addition to the use of tugs, the provisional mooring system consisting of pairs of tracteles (17) and guide cables (18) is used, so that in each pair of tracteles (17) a guide wire (18) is arranged wrapped around it. Said guide wire (18) is thrown and hooked to its partner in the other module (1) when the module (1) is at a relatively close distance, on the order of several meters. Subsequently, the guiding cable (18) is collected simultaneously in all the tracteles (17) with the final objective of ensuring that the two modules (1) are faced with the necessary precision to proceed to the next phase. Finally, when the modules (1) to be joined are at a very close distance, the elastomeric joints (6) and the connecting plates (4) have been crushed and the central hollow (9) of 9 image8 image9
权利要求:
Claims (1) [1] image 1 image2 image3
类似技术:
公开号 | 公开日 | 专利标题 BR112017016459A2|2018-04-10|construction method, joint shaping and launching of a floating wind turbine platform BR112016006395A2|2017-08-01|floating wind turbine support system CL2016003361A1|2017-03-24|Process, use and joining device between two precast reinforced concrete pillars, comprising a first and second cover, parallel to each other; a plurality of through holes and in position coinciding with each other; two transverse souls and stiffener reinforcements that are arranged perpendicular to the covers; and device with connection means between the ends of the reinforcements. ES2539551R1|2015-11-06|UNIVERSAL ARM SYSTEM CL2014002952A1|2015-08-21|Autotrepante system of scaffolding for construction works, comprises at least one rail, some shoes, a work platform, and a guide element coupled to the rail in a pivotable way, and comprising a first guide surface; and associated method. NI200900096A|2010-01-26|FULLY SUBMERGED WAVE ENERGY CONVERTER CL2017001354A1|2018-01-05|Floating platform for wind energy use BR112016028524A2|2017-08-22|method for building a bridge and bridge building apparatus SE0800945L|2009-10-25|One related to a water collection, plant ES2689377A1|2018-11-13|SYSTEM OF UNION BETWEEN MODULES OF FLOATING CONCRETE STRUCTURES AND UNIONING PROCEDURE BETWEEN MODULES OF FLOATING CONCRETE STRUCTURES | ES2552988T3|2015-12-03|Device intended for the power cable guide CL2019000290A1|2019-04-12|Fluid stream energy sensing system. AR054940A1|2007-07-25|DEVICE FOR ULTRASOUND TEST OF HOT LAMINATION MATERIAL ES2543604T3|2015-08-20|Tree displacement system with airbags CL2011002779A1|2012-03-23|Scaffold system with several scaffold elements, where a scaffold element comprises two supports, at least two reinforcing elements, a transverse connection element, where at least two scaffold elements with differently oriented transverse connection elements are arranged one on top of the other; use. BR112018073251A2|2019-04-24|device for reinforcing a pole supported by a foundation on a pole base and method for reinforcing a pole supported by a foundation on a pole base CO7400869A2|2015-09-30|Structure for marine crops RU2016147417A|2018-06-05|ARCH EXECUTION TYPE BRACKET TYPE OF SELF-LIFTING DRILLING RIG ES2635281A1|2017-10-03|Equipment for the transport and installation of wind turbines on the marine fund | CN104499419A|2015-04-08|Steel structure emergency traffic-repairing and traffic-keeping integrated bridge ITMI20080603A1|2009-10-08|METHOD OF COMBINED PILOTING OF REMOTE SUBMARINE VEHICLES, A DEVICE FOR THE IMPLEMENTATION OF THE SAME AND SYSTEM USING THE SAME. RU2010116464A|2011-11-10|MANIPULATOR NO20101273A1|2012-03-12|Device at a floating bridge. UA124898U|2018-04-25|IMPACTING ROOF OF THE BUS ES2553656A1|2015-12-10|Anchor piece for anchoring two prefabricated modules, and associated anchoring system |
同族专利:
公开号 | 公开日 ES2689377B2|2019-06-04|
引用文献:
公开号 | 申请日 | 公开日 | 申请人 | 专利标题 GB797653A|1956-01-17|1958-07-09|Reginald George Robertson|Improvements to moorings for ships| JPS5519316A|1978-07-24|1980-02-12|Taisei Corp|Maritime connection of concrete float body| JPS5519332A|1978-07-25|1980-02-12|Taisei Corp|Maritime connection of concrete float bodies| JPS5544001A|1978-09-18|1980-03-28|Taisei Corp|Construction method of joining concrete floating body on sea| JPS55145090A|1979-04-23|1980-11-12|Taisei Corp|Ocean jointing method of floating housing| JPS60126430A|1983-12-09|1985-07-05|Kajima Corp|Joining method of floating box bodies on sea| KR101634683B1|2015-10-02|2016-06-29|주식회사 아이랜드|Pontoon for floating offshore structures|
法律状态:
2018-11-13| BA2A| Patent application published|Ref document number: 2689377 Country of ref document: ES Kind code of ref document: A1 Effective date: 20181113 | 2019-06-04| FG2A| Definitive protection|Ref document number: 2689377 Country of ref document: ES Kind code of ref document: B2 Effective date: 20190604 | 2021-11-25| PC2A| Transfer of patent|Owner name: COBRA SERVICIOS COMUNICACIONES Y ENERGIA, SL Effective date: 20211119 |
优先权:
[返回顶部]
申请号 | 申请日 | 专利标题 ES201730679A|ES2689377B2|2017-05-10|2017-05-10|SYSTEM OF UNION BETWEEN MODULES OF FLOATING CONCRETE STRUCTURES AND UNION PROCEDURE BETWEEN MODULES OF FLOATING CONCRETE STRUCTURES|ES201730679A| ES2689377B2|2017-05-10|2017-05-10|SYSTEM OF UNION BETWEEN MODULES OF FLOATING CONCRETE STRUCTURES AND UNION PROCEDURE BETWEEN MODULES OF FLOATING CONCRETE STRUCTURES| 相关专利
Sulfonates, polymers, resist compositions and patterning process
Washing machine
Washing machine
Device for fixture finishing and tension adjusting of membrane
Structure for Equipping Band in a Plane Cathode Ray Tube
Process for preparation of 7 alpha-carboxyl 9, 11-epoxy steroids and intermediates useful therein an
国家/地区
|