DK179455B1 - A prefabricated water control sluice system and a method of segregating a body of water with a prefabricated water control sluice system - Google Patents

A prefabricated water control sluice system and a method of segregating a body of water with a prefabricated water control sluice system Download PDF

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Publication number
DK179455B1
DK179455B1 DKPA201600176A DKPA201600176A DK179455B1 DK 179455 B1 DK179455 B1 DK 179455B1 DK PA201600176 A DKPA201600176 A DK PA201600176A DK PA201600176 A DKPA201600176 A DK PA201600176A DK 179455 B1 DK179455 B1 DK 179455B1
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Denmark
Prior art keywords
sluice gate
water
prefabricated
side panels
gate system
Prior art date
Application number
DKPA201600176A
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Danish (da)
Inventor
Oliver Bach Jens
Original Assignee
Wintec Holding Aps
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Priority to DKPA201600176A priority Critical patent/DK179455B1/en
Priority to EP17151959.8A priority patent/EP3199706B1/en
Publication of DK201600176A1 publication Critical patent/DK201600176A1/en
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Publication of DK179455B1 publication Critical patent/DK179455B1/en

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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
    • E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/02—Fixed barrages
    • E02B7/04—Dams across valleys
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20—Movable barrages; Lock or dry-dock gates
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
    • E02B8/06—Spillways; Devices for dissipation of energy, e.g. for reducing eddies also for lock or dry-dock gates

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Barrages (AREA)

Abstract

The present invention relates a pre-fabricated water control sluice gate system comprising a first frame, a lifting anchor or coupler adapted for receiving a lifting anchor, one or more gate members, and an actuator adapted for moving the gate members. The base panel comprises suction channels adapted 5 to be connected to a source of suction.

Description

(19) DANMARK (10)
Figure DK179455B1_D0001
(12)
PATENTSKRIFT
Patent- og Varemærkestyrelsen lnt.CI.: E02B 3/10 (2006.01) E02B 7/04 (2006.01) E02B 7/20 (2006.01)
E02B 8/06 (2006.01)
Ansøgningsnummer: PA 2016 00176
Indleveringsdato: 2016-03-22
Løbedag:2016-03-22
Aim. tilgængelig: 2017-09-23
Patentets meddelelse bkg. og publiceret den: 2018-10-19
Patenthaver:
WINTEC HOLDING ApS, Risbjergvej 28,7330 Brande, Danmark
Opfinder:
Jens Oliver Bach, Risbjergvej 28, 7330 Brande, Danmark
Fuldmægtig:
Larsen & Birkeholm A/S Skandinavisk Patentbureau, Banegårdspladsen 1,1570 København V, Danmark
Titel: A prefabricated water control sluice system and a method of segregating a body of water with a prefabricated water control sluice system
Fremdragne publikationer:
WO 2014/158876 A1
US 2002/0018696 A1
JPS5938409 A
DE 3401010 A1
JP 2003278127 A
GB 1340865 A
CN 2457204Y
JP 2003096754 A
CN 87207191 U
KR 20150087161 A
CN 203729275 U
FR 2337232 A1
EP 1696079 A2
Sammendrag:
The present invention relates a pre-fabricated water control sluice gate system comprising a first frame, a lifting anchor or coupler adapted for receiving a lifting anchor, one or more gate members, and an actuator adapted for moving the gate members. The base panel comprises suction channels adapted 5 to be connected to a source of suction.
Fortsættes...
Figure DK179455B1_D0002
Fig. 1
A prefabricated water control sluice system and a method of segregating a body of water with a prefabricated water control sluice system
Technical field of the invention
The present invention relates to sluice gates.
Background of the invention
Sluice gates are used selectively to control water flow from one area of a channel to another by opening or closing off the channel to the water flow.
The frame/foundation of the sluice gate is cast directly at the application site of the sluice gate. Hence, the construction time is long, as the cement needs to settle and harden before a gate member can be installed therein. The hardening of the cement may be affected by the weather conditions, resulting in a frame/foundation of poor quality and strength. Furthermore, the frame/foundation is susceptible to undermining of the water.
It is therefore desirable to provide a system, which can eliminate some or all of the above problems.
WO2014158876 discloses a dam including precast segments configured to be coupled together to form a dam, and optionally used to generate energy.
Summary of the invention
One aspect relates to a pre-fabricated water control sluice gate system comprising:
a. a first frame comprising:
i. two side panels;
ii. a pre-cast reinforced concrete base panel interconnecting the two side panels; and iii. at least one lifting anchor or coupler adapted for receiving a lifting anchor;
b. one or more gate members; and
c. an actuator adapted for moving the one or more gate members;
wherein the side and/or base panels are adapted for mounting the one or more gate members thereto, and wherein the base panel comprises suction channels adapted to be connected to a source of suction.
In one or more embodiments, the first frame is a pre-cast reinforced concrete frame.
The term “pre-cast” as used throughout this application means the opposite of cast in situ. In other words, the pre-cast reinforced concrete frame is finished as finished structures when shipped to a builder or customer, rather than being poured into temporary forms at the building site or place of use.
As used herein, the term reinforced concrete refers to concrete into which reinforcement bars or fibres have been cast to carry tensile loads in order to strengthen a structure that would otherwise be brittle.
The side panels of the first frame may be made of metal, wood, or a castable material. It is to be understood that any suitable castable material, such as cement, mortar, concrete, ceramics, thermoset plastics, and thermoplastics can be used for producing the side panels of the first frame.
In one or more embodiments, the side panels are made from a reinforced castable material.
In one or more embodiments, the side and/or base panels are made from a reinforced castable material, and wherein the reinforcement extends beyond the side and/or base panels.
As used herein, the term reinforced castable material refers to a castable material into which reinforcement bars or fibres have been cast to carry tensile loads in order to strengthen a structure that would otherwise be brittle.
In the present context, the term “lifting anchor” should be broadly construed to encompass any such device for lifting the first frame with or without gate members and actuators installed therein. Alternatively, a coupler adapted for receiving a lifting anchor is embedded in the first frame. The coupler may comprise internal or external threading, depending on the configuration of the lifting anchor.
In one or more embodiments, the lifting anchor or coupler adapted for receiving a lifting anchor is mechanically tied into the reinforcing members embedded in the castable material, such as concrete.
In order to avoid that water will undermine the base panel; it may be an advantage to extend the base panels beyond the side panels, preferably beyond the front, back and outer side/face of the side panel. In one or more embodiments, the base panel extends beyond the side panels.
In one or more embodiments, the base panel extends beyond the front of the side panels.
In one or more embodiments, the base panel extends beyond back of the side panels.
In one or more embodiments, the base panel extends beyond the outer side/face of the side panels.
In one or more embodiments, the base panel extends beyond the front and/or the back and/or the outer side of the side panels.
In one or more embodiments, the part of the base panel extending beyond the side panels comprises channels adapted for receiving an earth anchor.
In one or more embodiments, the reinforcement extends beyond the side and/or base panels.
In one or more embodiments, the reinforcement extends beyond the side panels, preferably beyond the front and back of the side panel. This will allow the prefabricated sluice gate system to be built into other reinforced concrete structures.
In one or more embodiments, the reinforcement extends beyond the front of the side panels.
In one or more embodiments, the reinforcement extends beyond the back of the side panels.
In one or more embodiments, the reinforcement extends beyond the outer side/face of the side panels.
In one or more embodiments, the reinforcement extends beyond the front and/or the back and/or the outer side of the side panels.
In one or more embodiments, a part of the pre-cast reinforced concrete base panel is configured as a lower gate member extending between the two side panels. The lower gate member may in one or more embodiments comprise air/water channels adapted to be connected to a source of water and/or compressed air. Water and/or compressed air may thereby be used to remove sediments blocking the function of the one or more gate members.
In one or more embodiments, the pre-fabricated water control sluice gate system further comprises means for delivering water and/or compressed air.
IThe pre-cast reinforced concrete base panel comprises suction channels adapted to be connected to a source of suction. With or without the function of the air/water channels, the suction channels may be used to remove sediments blocking the function of the one or more gate members.
In one or more embodiments, the inner side of the side panels each comprise a channel configured for receiving a moving gate member.
In one or more embodiments, the outer face of the side panels each comprise a channel configured for receiving a reinforcement plate adapted for being imbedded in the adjacent dam section.
In one or more embodiments, the first frame is a pre-cast reinforced concrete frame, and wherein the pre-fabricated water control sluice gate system further comprises a casing adapted for receiving the pre-cast reinforced concrete frame, the casing comprising two side panels and a base panel, wherein the base panel is adapted for supporting the base panel of the pre-cast reinforced concrete frame, and wherein each side panel is adapted for supporting a side panel of the pre-cast reinforced concrete frame. This allows for a system, where the pre-cast reinforced concrete frame may be exchanged with a spare pre-cast reinforced concrete frame during service. Furthermore, it may be an advantage to be able to reverse the operating direction of the sluice gate by turning it 180 degrees.
In one or more embodiments, the pre-fabricated water control sluice gate system further comprises a casing adapted for receiving the first frame, the casing comprising two side panels and a base panel, wherein the base panel is adapted for supporting the base panel of the first frame, and wherein each side panel is adapted for supporting a side panel of the first frame.
In one or more embodiments, the casing comprises an opening between its side panels, such that water can flow to and from a sluice gate positioned within the casing.
In one or more embodiments, the casing comprises an opening between its side panels, such that water can flow to and from a pre-cast reinforced concrete frame according to the present invention positioned within the casing.
In one or more embodiments, the casing comprises a front panel with an opening, and wherein the opening is adapted such that water can flow to a sluice gate positioned within the casing; and wherein the casing further comprises a back panel with an opening, and wherein the opening is adapted such that water can flow from a sluice gate positioned within the casing.
In one or more embodiments, the casing comprises a front panel with an opening, and wherein the opening is adapted such that water can flow to a sluice gate positioned within the casing.
In one or more embodiments, the casing comprises a back panel with an opening, and wherein the opening is adapted such that water can flow from a sluice gate positioned within the casing.
In one or more embodiments, the casing is made of reinforced concrete. In one or more embodiments, the casing is pre-cast.
In one or more embodiments, the casing comprises at least one lifting anchor or coupler adapted for receiving a lifting anchor, preferably one or more pairs of lifting anchors or couplers adapted for receiving a lifting anchor to provide a stable lift.
In order to avoid that water will undermine the base panel; it may be an advantage to extend the base panels beyond the side panels, preferably beyond the front, back and outer side/face of the side panel. In one or more embodiments, the base panel extends beyond the side panels.
In one or more embodiments, the base panel of the casing extends beyond the front of the side panels.
In one or more embodiments, the base panel of the casing extends beyond back of the side panels.
In one or more embodiments, the base panel of the casing extends beyond the outer side/face of the side panels.
In one or more embodiments, the base panel of the casing extends beyond the front and/or the back and/or the outer side of the side panels.
In one or more embodiments, the part of the base panel of the casing extending beyond the side panels comprises channels adapted for receiving an earth anchor.
In one or more embodiments, the reinforcement extends beyond the side panels of the casing, preferably beyond the front and back of the side panel. This will allow the pre-fabricated sluice gate system to be built into other reinforced concrete structures.
In one or more embodiments, the reinforcement extends beyond the front of the side panels of the casing.
In one or more embodiments, the reinforcement extends beyond the back of the side panels of the casing.
In one or more embodiments, the reinforcement extends beyond the outer side/face of the side panels of the casing.
In one or more embodiments, the reinforcement extends beyond the front and/or the back and/or the outer side of the side panels of the casing.
In one or more embodiments, the outer face of the side panels each comprise a channel configured for receiving a reinforcement plate adapted for being imbedded in the adjacent dam section.
A second aspect relates to a method for segregating a body of water into two distinct parts with a pre-fabricated water control sluice gate system comprising the steps of:
- sinking a pre-fabricated sluice gate system according to the present invention at a predetermined location in the body of water, the pre-cast reinforced concrete side panels of the pre-cast reinforced concrete frame having been chosen so as to have sufficient height to protrude above the water level of the body of water after the sluice gate system is sunk at its predetermined location; and
- building a dam up against the outer face of the side panels. This method has a particular advantage over existing methods in that no preliminary dam has to be built, and water pumped out of the area, to secure the location on which the water control sluice gate system is to be build/cast.
A third aspect relates to a method for segregating a body of water into two distinct parts with a pre-fabricated water control sluice gate system comprising the steps of:
- sinking a pre-fabricated sluice gate system according to according to the present invention at a predetermined location in the body of water, the side panels of the first frame having been chosen so as to have sufficient height to protrude above the water level of the body of water after the sluice gate system is sunk at its predetermined location; and
- building a dam up against the outer face of the side panels.
It should be noted that embodiments and features described in the context of one of the aspects of the present invention also apply to the other aspects of the invention.
Brief description of the figures
Figure 1 shows a pre-fabricated water control sluice gate system with two gate members (mitre gate) in accordance with various embodiments of the invention;
Figure 2 shows a pre-fabricated water control sluice gate system with one gate member (flap gate) in accordance with various embodiments of the invention;
Figure 3 shows a pre-fabricated water control sluice gate system with one gate member (vertical rising gate) in accordance with various embodiments of the invention; and
Figure 4 shows a casing adapted for receiving the pre-cast reinforced concrete frame in accordance with various embodiments of the invention.
Detailed description of the invention
Figure 1 shows a pre-fabricated water control sluice gate system with two gate members (mitre gate) in accordance with various embodiments of the invention. Figure 1A shows the gate member 400 in a closed position, and a Figure 1B shows the gate member in an open position. The pre-fabricated water control sluice gate system 100 comprises a first frame 200, preferably a pre-cast reinforced concrete frame, lifting anchors 300, two gate members 400, and an actuator 500 adapted for moving the gate members 400.
The first frame 200 comprises two side panels 210, preferably of pre-cast reinforced concrete, and a pre-cast reinforced concrete base panel 220 interconnecting the two side panels 210. The side base panel 220 is adapted for mounting the gate members 400 thereto.
The base panel 220 is shown extending beyond the outer side/face of the side panels 210. Large stones may be placed on this part to keep the pre-cast reinforced concrete frame 200 in place.
A part of the base panel 220 is configured as a lower gate member 222 extending between the two side panels 210.
Figure 2 shows a pre-fabricated water control sluice gate system with one gate member (flap gate) 400 in accordance with various embodiments of the invention. Figure 2A shows the gate member 400 in a closed position, and a Figure 2B shows the gate member in an open position.
The pre-cast reinforced concrete base panel is configured as a lower gate member 222 extending between the two side panels. The lower gate member 222 comprises water/air channels 224 adapted to be connected to a source of water and/or compressed air. Water and/or compressed air may thereby be used to remove sediments blocking the function of the one or more gate members.
Figure 3 shows a pre-fabricated water control sluice gate system with one gate member (vertical rising gate) in accordance with various embodiments of the invention. Figures 3A (perspective view) and 3B (cross-sectional view) show the gate member 400 in an open position, while Figure 3C (cross-sectional view) shows the gate member in a closed position.
The pre-cast reinforced concrete base panel 220 is configured as a lower gate member 222 extending between the two side panels.
The inner side/face 212 of the side panels each comprise a channel 214 configured for receiving a moving gate member 400.
Figure 4 shows a casing 600 adapted for receiving the pre-cast reinforced concrete frame 200 in accordance with various embodiments of the invention. Figure 4A shows the pre-cast reinforced concrete frame 200 about to be inserted into the casing 600, and Figure 4B shows the pre-cast reinforced concrete frame inserted into the casing.
The casing 600 comprises two side panels 610 and a base panel 620. The base panel 620 is adapted for supporting the base panel 220 of the pre-cast reinforced concrete frame 200, and each side panel 610 is adapted for supporting a side panel 210 of the pre-cast reinforced concrete frame 200.
The reinforcement 630 extends beyond the side panels 610 of the casing 600, here shown beyond the front, back and outer face of the side panel. This will allow the pre-fabricated sluice gate system to be built into other reinforced concrete structures.
The outer face of the side panels each comprise a channel 640 configured for receiving a reinforcement plate adapted for being imbedded in the adjacent dam section.
References
100 Pre-fabricated water control sluice gate system
200 First frame
210 Side panel
212 Inner side/face of the side panel
214 Channel
220 Base panel
222 Lower gate member
300 Lifting anchor
400 Gate member
500 Actuator
600 Casing
610 Side panel
620 Base panel
630 Reinforcement
640 Channel

Claims (10)

PatentkravPatent claims 1. Præfabrikeret vandkontrolsluseportsystem (100) omfattende:A prefabricated water control sluice gate system (100) comprising: a. en første ramme (200) omfattende:a. a first frame (200) comprising: i. to sidepaneler (210);i. two side panels (210); ii. et præstøbt forstærket betonbundpanel (220), som forbinder de to sidepaneler (210); og iii. mindst et løfteanker (300) eller en koblingskomponent, som er tilpasset til at tage imod et løfteanker;ii. a precast reinforced concrete base panel (220) connecting the two side panels (210); and iii. at least one lifting anchor (300) or a coupling component adapted to receive a lifting anchor; b. en eller flere sluseportdele (400); ogb. one or more sluice gate portions (400); and c. en aktuator (500), der er tilpasset til at flytte de én eller flere portdele;c. an actuator (500) adapted to move the one or more port parts; hvor side- (210) og/eller bund- (220) panelerne er tilpasset til påmontering af de én eller flere sluseportdele (400); kendetegnet ved, at bundpanelet (220) omfatter sugningskanaler, der er tilpasset til at forbindes med en sugningskilde.wherein the side (210) and / or bottom (220) panels are adapted to mount the one or more sluice gate members (400); characterized in that the bottom panel (220) comprises suction ducts adapted to be connected to a suction source. 2. Præfabrikeret sluseportsystem (100) ifølge krav 1, hvor den én eller flere sluseportdele er en klapport, en todelt port eller en lodret stigende port.The prefabricated sluice gate system (100) of claim 1, wherein the one or more sluice gate portions are a flap gate, a two-part gate, or a vertically rising gate. 3. Præfabrikeret sluseportsystem (100) ifølge et hvilket som helst af kravene 1-2, hvor bundpanelet er konfigureret som en nedre portdel (222), der strækker sig mellem de to sidepaneler.A prefabricated sluice gate system (100) according to any one of claims 1-2, wherein the bottom panel is configured as a lower gate portion (222) extending between the two side panels. 4. Præfabrikeret sluseportsystem (100) ifølge krav 3, hvor den nedre portdel (222) omfatter kanaler (224), der er tilpasset til at forbindes med en vandkilde og/eller komprimeret luft.The prefabricated sluice gate system (100) of claim 3, wherein the lower gate portion (222) comprises channels (224) adapted to be connected to a water source and / or compressed air. 5. Præfabrikeret sluseportsystem (100) ifølge et hvilket som helst af kravene 1-4, der yderligere omfatter midler til at levere vand og/eller komprimeret luft.A prefabricated sluice gate system (100) according to any one of claims 1-4, further comprising means for supplying water and / or compressed air. 6. Præfabrikeret sluseportsystem ifølge et hvilket som helst af kravene 1-5, der yderligere omfatter en skal (600), der er tilpasset til at tage imod den første ramme, idet skallen omfatter to sidepaneler (610) og et bundpanel (620), hvor bundpanelet (620) er tilpasset til at støtte bundpanelet (220) på den første ramme (200), og hvor hvert sidepanel (610) er tilpasset til at støtte et sidepanel (210) på den første ramme (200).A prefabricated sluice gate system according to any one of claims 1-5, further comprising a shell (600) adapted to receive the first frame, the shell comprising two side panels (610) and a bottom panel (620), wherein the bottom panel (620) is adapted to support the bottom panel (220) on the first frame (200), and wherein each side panel (610) is adapted to support a side panel (210) on the first frame (200). 7. Præfabrikeret sluseportsystem (100) ifølge krav 6, hvor skallen omfatter en åbning mellem sine sidepaneler således, at vand kan flyde til og fra en sluseport, der er anbragt inde i skallen.The prefabricated sluice gate system (100) of claim 6, wherein the shell comprises an opening between its side panels so that water can flow to and from a sluice gate disposed within the shell. 8. Præfabrikeret sluseportsystem (100) ifølge krav 6, hvor skallen omfatter et frontpanel med en åbning, og hvor åbningen er tilpasset således, at vand kan flyde til en sluseport anbragt inde i skallen; og hvor skallen yderligere omfatter et bagpanel med en åbning, og hvor åbningen er tilpasset således, at vand kan flyde fra en sluseport anbragt inde i skallen.The prefabricated sluice gate system (100) according to claim 6, wherein the shell comprises a front panel with an opening, and wherein the opening is adapted so that water can flow to a sluice gate arranged inside the shell; and wherein the shell further comprises a rear panel with an opening, and wherein the opening is adapted so that water can flow from a sluice port located inside the shell. 9. Præfabrikeret sluseportsystem (100) ifølge et hvilket som helst af kravene 6-8, hvor skallen er fremstillet af forstærket beton.A prefabricated sluice gate system (100) according to any one of claims 6-8, wherein the shell is made of reinforced concrete. 10. Fremgangsmåde til at opdele en vandmasse i to distinkte dele med et præfabrikeret vandkontrolsluseportsystem, der omfatter trinnene at:A method of dividing a body of water into two distinct parts with a prefabricated water control sluice gate system comprising the steps of: - nedsænke et præfabrikeret sluseportsystem ifølge et hvilket som helst af kravene 1-9 ned i vandmassen på et forudbestemt sted, hvor sidepanelerne på den første ramme er blevet valgt således, at tilstrækkelig højde rager op over vandstanden på vandmassen efter at sluseportsystemet er nedsunket på sit forudbestemte sted; ogimmersing a prefabricated sluice gate system according to any one of claims 1-9 into the body of water at a predetermined location, where the side panels of the first frame have been selected so as to sufficiently rise above the water level of the body of water after the sluice gate system is immersed in its predetermined place; and - bygge en dæmning op mod ydersiden af sidepanelerne.build a dam up against the outside of the side panels.
Figure DK179455B1_C0001
Figure DK179455B1_C0001
DKPA201600176A 2016-01-28 2016-03-22 A prefabricated water control sluice system and a method of segregating a body of water with a prefabricated water control sluice system DK179455B1 (en)

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DKPA201600176A DK179455B1 (en) 2016-03-22 2016-03-22 A prefabricated water control sluice system and a method of segregating a body of water with a prefabricated water control sluice system
EP17151959.8A EP3199706B1 (en) 2016-01-28 2017-01-18 Pre-fabricated water control sluice gate system

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DKPA201600176A DK179455B1 (en) 2016-03-22 2016-03-22 A prefabricated water control sluice system and a method of segregating a body of water with a prefabricated water control sluice system

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