EP2122063A1 - System zur befestigung mobiler elemente zur einbettung in beton und verfahren mit dem besagten system - Google Patents

System zur befestigung mobiler elemente zur einbettung in beton und verfahren mit dem besagten system

Info

Publication number
EP2122063A1
EP2122063A1 EP08701300A EP08701300A EP2122063A1 EP 2122063 A1 EP2122063 A1 EP 2122063A1 EP 08701300 A EP08701300 A EP 08701300A EP 08701300 A EP08701300 A EP 08701300A EP 2122063 A1 EP2122063 A1 EP 2122063A1
Authority
EP
European Patent Office
Prior art keywords
inserts
connecting bars
series
obstacles
insert
Prior art date
Legal status (The legal status 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 status listed.)
Granted
Application number
EP08701300A
Other languages
English (en)
French (fr)
Other versions
EP2122063B1 (de
Inventor
Gilles Bernard
Pascal Simon
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hydrostadium SA
Original Assignee
Hydrostadium SA
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 Hydrostadium SA filed Critical Hydrostadium SA
Publication of EP2122063A1 publication Critical patent/EP2122063A1/de
Application granted granted Critical
Publication of EP2122063B1 publication Critical patent/EP2122063B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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
    • E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/128—Coherent linings made on the spot, e.g. cast in situ, extruded on the spot
    • A—HUMAN NECESSITIES
    • A63—SPORTS; GAMES; AMUSEMENTS
    • A63C—SKATES; SKIS; ROLLER SKATES; DESIGN OR LAYOUT OF COURTS, RINKS OR THE LIKE
    • A63C19/00—Design or layout of playing courts, rinks, bowling greens or areas for water-skiing; Covers therefor

Definitions

  • the present invention relates to the field of structures of concrete or equivalent material, adapted to receive elements, such as obstacles, susceptible to various spatial configurations.
  • the present invention is particularly applicable to the development of aquatic courses for the practice of water sports, such as canoeing, kayaking, white water swimming and leisure activities such as rafting, tubbing, etc.
  • This document describes a method of arranging whitewater aquatic courses for water sports, which comprises the steps of:
  • said vertical elements which constitute moving obstacles, are made of polyethylene rotomoulded around an aluminum or steel tube whose projecting base is engaged in one of the holes of the prefabricated concrete base or bases.
  • the gratings constituted by the prefabricated concrete bases thus used today are formed for example of blocks parallelepipedic 3.20 meters long and 1.40 meters wide and a total height of 0.32 meters. They generally have a network of 32 holes regularly distributed to selectively receive vertical elements forming obstacles.
  • gratings are positioned in the bottom of whitewater rivers, using a handling device, depending on the desired water movements and create for the chosen whitewater activities.
  • the present invention now has the main objective of improving the known means. More precisely, the purpose of the present invention is to propose new means making it possible in particular to offer variants in the arrangement of artificial river beds, to improve the aesthetics of artificial rivers, to have the possibility of varying the movements water supply and to simplify the laying by the undertaking responsible for the execution of the works.
  • the inserts are formed of hollow cylinders adapted to respectively receive the base of an obstacle element, and the inserts comprise on their outer periphery a series of tenons and / or grooves with adapted convergent edges. to ensure the attachment to a complementary end of a connecting bar.
  • the invention also relates to a method comprising the steps of:
  • FIGS. 1 and 2 respectively represent , in plan view and in bottom view, an insert according to the present invention
  • FIG. 3 represents a connecting bar according to the present invention
  • FIG. 4 shows a subassembly formed by assembling two inserts and a connecting bar, in accordance with the present invention
  • FIG. 5 represents a structure according to the present invention formed by assembling a series of inserts
  • FIG. 6 shows a plug capable of closing off the upper end of an insert according to the present invention
  • FIG. 7 schematically illustrates the initial phase of setting up a structure according to the present invention and forming a grating on the bottom of a site of use
  • Figure 8 schematically shows the concrete filling step on the prestructure thus positioned.
  • a system comprising on the one hand a series of inserts 10 adapted to receive selectively and fix by shape complements of the obstacle elements and on the other hand a series of bars.
  • link 50 adapted to connect together and immobilize said inserts 10 in a chosen configuration.
  • the obstacle elements can be many configurations. They are typically formed in accordance with the teachings of document FR-A-2 672 321 or else conform to the range currently proposed by the company Hyrostadium SA. For these reasons these obstacle elements will not be described in detail later.
  • the inserts 10 and connecting bars 50 can also be the subject of numerous configurations.
  • the inserts 10 are formed as illustrated in FIG. 1 of cylinders 12 recesses adapted to respectively receive the projecting base complementary to an obstacle element.
  • the inserts 10 have a generally cylindrical cross section of revolution.
  • the invention is not limited to this particular geometry.
  • the inserts 10 may have a polygonal cross-section.
  • the bottom of the inserts 10 is preferably closed by a solid wall 14.
  • the outer surface 15 of the solid base wall 14 may be smooth or provided with feet or pins protruding 16, for example 3 pins 16 angularly distributed as shown in Figure 2.
  • the inner chamber 20 of the inserts 10 have a cross section complementary to the envelope of the projecting elements provided at the base of the obstacles.
  • the internal chamber 20 of the inserts 10 is provided with longitudinal grooves or ribs 22.
  • the connecting bars 50 may be formed of simple bars, rectilinear or not.
  • the connecting bars 50 are formed as illustrated in Figure 3 of a frame.
  • each connecting bar 50 is thus formed of a frame comprising two rectilinear horizontal spars 52, 54, interconnected by two vertical end uprights 56, 58 and a vertical upright median intermediate 60.
  • the lower horizontal spar 54 may be provided with feet or pins protruding on its lower surface as shown in FIG.
  • Suitable means are provided for fixing, preferably reversible, between the ends of the connecting bars 50, constituted by the vertical uprights 56, 58, and the inserts 10.
  • Such connecting means can be the subject of many embodiments. It is preferably means with complementary shapes proceeding by vertical sliding engagement, ie relative displacement between the connecting bars 50 and inserts 10 in a direction parallel to the central axis 0-0 of the inserts 10 .
  • connection means are formed of longitudinal tenons 24, for example of straight section dovetail or equivalent, angularly distributed projecting on the periphery each insert 10, and grooves 62, 64 with convergent edges formed on the uprights 56, 58 of the connecting bars 50.
  • the horizontal spars 52, 54 may be provided with notches serving as precut lines.
  • removable plugs 70 As illustrated in FIG. 6, adapted to selectively and temporarily close the upper end of the inserts 10.
  • the temporary fixing of the plugs 70 on the inserts 10 can be carried out by any appropriate means, for example by means of a tapping or threading 30 provided in the upper part of each insert and adapted to cooperate with a complementary thread 72 formed on each plug 70, or by any equivalent means of fast removable assembly, for example by clipping.
  • each plug 70 has a hollow shape 74 traversed by a bar 76.
  • a bar 76 allows both to transmit the force required for fixing, for example by screwing, the plug 70 on an insert 10, or its unscrewing, and the passage of straps for maintaining bottom obstacles.
  • the latter are indeed preferably strapped to be plated on the river floor.
  • the concreting of the forms to be coated in the insertion zones of the inserts 10 is carried out with the conventional means of the construction site.
  • the prestructure 100 comprising a series of inserts 10 connected by connecting bars 50 constitutes a network of holes intended to receive the chosen range of obstacles.
  • FIG. 5 a network of inserts 10 connected by connecting bars 50 and all placed at the same altitude, that is to say based on a horizontal common support plane.
  • the inserts 10 at different altitudes are supported at their base by any suitable structure, for example a reinforcement or elements from the raft.
  • the bars 50 make it possible to guarantee the precision necessary for the spacing between the inserts 10, to stiffen the network of inserts 10 and to ensure that the geometry provided for in the design of the white water river is respected.
  • the connecting bars 50 are adapted to allow the attachment of the network of inserts 10 either on an existing concrete slab, or on a ply of reinforcement of a raft in progress.
  • the obstacles are placed on the selected inserts 10, after casting of the slab 110.
  • all the inserts 10 are equipped with plugs 70 during the realization of the slab 110 and one must be careful not to forbid the slab 110. access to the plugs 70 to be subsequently removed.
  • the present invention makes it possible to avoid the manufacture of prefabricated concrete elements and the constraints related to prior known means previously described. It allows a greater flexibility in the shapes and variations of altitude of the raft raft of the river of running water than the known prior grating. Indeed, as previously indicated by the present invention, instead of being all arranged at the same altitude as was imposed by the prior art, the inserts according to the present invention can be positioned at different variable altitudes, because of the modularity and flexibility offered by the possibility of assembling the inserts 10 on demand before implementation on site and implementation of the concrete slab 110.
EP08701300A 2007-01-08 2008-01-08 System zur befestigung mobiler elemente zur einbettung in beton und verfahren mit dem besagten system Not-in-force EP2122063B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR0752567A FR2911155B1 (fr) 2007-01-08 2007-01-08 Systeme de fixation d'obstacles mobiles a incorporer dans du beton et procede mettant en oeuvre ce systeme
PCT/EP2008/050126 WO2008084036A1 (fr) 2007-01-08 2008-01-08 Systeme de fixation d'obstacles mobiles a incorporer dans du beton et procede mettant en oeuvre ce systeme

Publications (2)

Publication Number Publication Date
EP2122063A1 true EP2122063A1 (de) 2009-11-25
EP2122063B1 EP2122063B1 (de) 2012-06-27

Family

ID=38328544

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08701300A Not-in-force EP2122063B1 (de) 2007-01-08 2008-01-08 System zur befestigung mobiler elemente zur einbettung in beton und verfahren mit dem besagten system

Country Status (4)

Country Link
EP (1) EP2122063B1 (de)
DK (1) DK2122063T3 (de)
FR (1) FR2911155B1 (de)
WO (1) WO2008084036A1 (de)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8152648B2 (en) 2008-05-06 2012-04-10 S2O Design and Engineering Whitewater terrain park systems
US8430597B2 (en) 2009-04-09 2013-04-30 Rapidblocs Limited Reconfigurable obstacle system for a river channel

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL6717542A (de) * 1967-12-22 1969-06-24
FR2672321B1 (fr) * 1991-01-31 1993-04-16 Electricite De France Procede et dispositif pour l'amenagement d'un parcours aquatique en eau vive.
US6406410B1 (en) * 1999-06-03 2002-06-18 Kenneth Lochbaum Base for exercise

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2008084036A1 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8152648B2 (en) 2008-05-06 2012-04-10 S2O Design and Engineering Whitewater terrain park systems
US8430597B2 (en) 2009-04-09 2013-04-30 Rapidblocs Limited Reconfigurable obstacle system for a river channel

Also Published As

Publication number Publication date
FR2911155B1 (fr) 2009-02-27
EP2122063B1 (de) 2012-06-27
FR2911155A1 (fr) 2008-07-11
WO2008084036A1 (fr) 2008-07-17
DK2122063T3 (da) 2012-10-08

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