US20050223717A1 - Method and apparatus for cooling concrete during curing - Google Patents

Method and apparatus for cooling concrete during curing Download PDF

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Publication number
US20050223717A1
US20050223717A1 US11/137,487 US13748705A US2005223717A1 US 20050223717 A1 US20050223717 A1 US 20050223717A1 US 13748705 A US13748705 A US 13748705A US 2005223717 A1 US2005223717 A1 US 2005223717A1
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US
United States
Prior art keywords
conduit
liquid cooler
liquid
concrete slab
manifold
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.)
Abandoned
Application number
US11/137,487
Inventor
Claude Bourgault
Larry Dancey
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.)
Dryair Inc
Original Assignee
Dryair Inc
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
Priority claimed from US10/751,455 external-priority patent/US7357831B2/en
Priority claimed from CA002479720A external-priority patent/CA2479720C/en
Priority claimed from CA 2479639 external-priority patent/CA2479639A1/en
Application filed by Dryair Inc filed Critical Dryair Inc
Priority to US11/137,487 priority Critical patent/US20050223717A1/en
Assigned to DRYAIR INC. reassignment DRYAIR INC. ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: DANCEY, LARRY, BOURGAULT, CLAUDE
Publication of US20050223717A1 publication Critical patent/US20050223717A1/en
Abandoned legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C23/00Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
    • E01C23/03Arrangements for curing paving; Devices for applying curing means; Devices for laying prefabricated underlay, e.g. sheets, membranes; Protecting paving under construction or while curing, e.g. use of tents
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/40Moulds; Cores; Mandrels characterised by means for modifying the properties of the moulding material
    • B28B7/42Moulds; Cores; Mandrels characterised by means for modifying the properties of the moulding material for heating or cooling, e.g. steam jackets, by means of treating agents acting directly on the moulding material
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F25REFRIGERATION OR COOLING; COMBINED HEATING AND REFRIGERATION SYSTEMS; HEAT PUMP SYSTEMS; MANUFACTURE OR STORAGE OF ICE; LIQUEFACTION SOLIDIFICATION OF GASES
    • F25BREFRIGERATION MACHINES, PLANTS OR SYSTEMS; COMBINED HEATING AND REFRIGERATION SYSTEMS; HEAT PUMP SYSTEMS
    • F25B15/00Sorption machines, plants or systems, operating continuously, e.g. absorption type
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F25REFRIGERATION OR COOLING; COMBINED HEATING AND REFRIGERATION SYSTEMS; HEAT PUMP SYSTEMS; MANUFACTURE OR STORAGE OF ICE; LIQUEFACTION SOLIDIFICATION OF GASES
    • F25DREFRIGERATORS; COLD ROOMS; ICE-BOXES; COOLING OR FREEZING APPARATUS NOT OTHERWISE PROVIDED FOR
    • F25D2400/00General features of, or devices for refrigerators, cold rooms, ice-boxes, or for cooling or freezing apparatus not covered by any other subclass
    • F25D2400/12Portable refrigerators

Definitions

  • This invention is in the field of laying concrete, and particularly laying concrete in warm weather.
  • Maintaining the temperature of concrete at a satisfactory level during curing presents considerable challenges because of the wide ambient temperatures encountered when laying concrete.
  • the American Society for Concrete Contractors recommends that the temperature of the concrete be maintained between 50 and 70° F. It is well known that concrete must be kept above freezing during curing when the weather is cold.
  • Proper curing of concrete can affect the final strength by several-fold, and so significant attention is paid to maintaining a desirable temperature and level of hydration of the freshly poured concrete in order that the curing process will be the most effective, and the finished concrete product will display the highest degree of strength.
  • hot liquid such as hot water or a water/glycol mix
  • a conduit arranged on a freshly laid concrete surface in order to prevent the concrete from freezing, and maintain the concrete at a temperature within the preferred temperature range for curing.
  • the conduit comprises flexible hoses are laid out in a back and forth pattern on the surface, with a spacing of 30-60 centimeters.
  • embed the hoses in the concrete to increase efficiency by better retaining and distributing the heat in the concrete. These hoses then remain in the finished concrete and are sacrificed, or in some cases are used to heat the finished building by circulating hot water through them.
  • the invention provides a system for cooling a concrete slab to improve curing in hot weather.
  • the system comprises a portable liquid cooler.
  • a conduit is connected to the liquid cooler and adapted to be arranged in proximity to the concrete slab.
  • a pump is operative to circulate liquid from the liquid cooler through the conduit such that liquid moves from a supply port of the liquid cooler into an input end of the conduit at a supply temperature, moves through the conduit, and moves from an output end of the conduit to a return port of the liquid cooler at a return temperature greater than the supply temperature.
  • the invention provides a method of cooling a concrete slab to improve curing in hot weather.
  • the method comprises providing a portable liquid cooler adjacent to the concrete slab, and connecting a conduit the liquid cooler and arranging the conduit in proximity to the concrete slab.
  • liquid is circulated from the liquid cooler through the conduit such that liquid moves from a supply port of the liquid cooler into an input end of the conduit at a supply temperature, moves through the conduit, and moves from an output end of the conduit to a return port of the liquid cooler at a return temperature greater than the supply temperature.
  • the liquid circulating through the conduit adjacent to the concrete slab absorbs heat from the slab and reduces the temperature of the slab. Drying of the concrete is slowed to improve curing and increase the strength of the finished slab.
  • FIG. 1 is a schematic top view of a system of the invention for cooling a concrete slab to improve curing in hot weather using a single conduit;
  • FIG. 2 is a schematic top view of a system of the invention for cooling a concrete slab to improve curing in hot weather using manifolds connected to a plurality of conduits.
  • FIG. 1 schematically illustrates a system for cooling a concrete slab 2 to improve curing in hot weather.
  • the system comprises a portable liquid cooler 4 having a supply port 6 and a return port 8 .
  • the cooler 4 is conveniently an absorption chiller that is conveniently portable and can be operated on fuel such as diesel or propane such that a significant electrical power supply is not required.
  • the cooler 4 is operative to cool liquid entering the return port 8 such that the temperature of the liquid entering the return port 8 is greater than the temperature of liquid leaving the supply port 6 .
  • a conduit 10 is connected to the supply and return ports 6 , 8 of the liquid cooler 4 and is arranged in proximity to the concrete slab 2 .
  • the conduit 10 is flexible and arranged in loops on the surface of the concrete slab 2 .
  • the conduit 10 could be embedded in the concrete slab 2 .
  • a pump 12 is operative to circulate liquid from the supply port 6 of the liquid cooler 4 into an input end of the conduit 10 at a supply temperature, through the conduit 10 , and from an output end of the conduit 10 to the return port 8 of the liquid cooler 4 at a return temperature that is greater than the supply temperature.
  • the cool liquid entering the conduit absorbs heat from the concrete slab as it moves through the conduit 10 such that the temperature thereof increases between the input and output ends of the conduit 10 .
  • the temperature of same is reduced to the supply temperature.
  • the system essentially pumps heat out of the concrete to maintain the concrete slab 2 at a reduced temperature compared to the ambient temperature. Drying time and curing time thus increase, improving the strength of the concrete slab 2 .
  • a blanket or like insulation layer will typically be spread over the conduit 10 and concrete slab 2 in order to reduce the amount of heat absorbed by the cooled liquid from the atmosphere, and thus increase the amount of heat absorbed from the slab 2 .
  • FIG. 2 illustrated the system of FIG. 1 with the addition of a supply manifold 20 A operatively connected to the supply port 6 of the liquid cooler 4 , and a return manifold 20 B operatively connected to the return port 8 of the liquid cooler 4 .
  • a plurality of conduits 10 each has an input end 10 A operatively connected to the supply manifold 20 A and an output end 10 B operatively connected to the return manifold 20 B.
  • cooled liquid enters the input ends 10 A of each conduit 10 at the supply temperature and leaves the output ends 10 B thereof at the return temperature.
  • the capacity of the pump 12 is increased such that, for example, where the pump 12 in FIG. 1 might pump 100 liters per minute (l/m) through the single conduit 10 , the pump 12 in FIG. 2 would pump 200 l/m to the supply manifold 20 A, and each conduit 10 would carry 100 l/m to the return manifold 20 B such that 200 l/m is returned to the return port 8 .
  • the liquid moves through the conduits 10 at the same speed as in FIG. 1 , but for a shorter distance such that liquid in each conduit 10 absorbs less heat before returning to the return port 8 and the temperature increase of the liquid is therefore reduced, and the return temperature is less than it is in the system of FIG. 1 .

Abstract

A system and method for cooling a concrete slab to improve curing in hot weather includes a portable liquid cooler. A conduit is connected to the liquid cooler and arranged in proximity to the concrete slab. A pump is operative to circulate liquid from the liquid cooler through the conduit such that liquid moves from a supply port of the liquid cooler into an input end of the conduit at a supply temperature, moves through the conduit, and moves from an output end of the conduit to a return port of the liquid cooler at a return temperature greater than the supply temperature. Heat is absorbed from the concrete slab and the temperature of the slab is thus reduced compared to a slab in ambient hot weather conditions.

Description

  • This invention is in the field of laying concrete, and particularly laying concrete in warm weather.
  • BACKGROUND
  • Maintaining the temperature of concrete at a satisfactory level during curing presents considerable challenges because of the wide ambient temperatures encountered when laying concrete. The American Society for Concrete Contractors recommends that the temperature of the concrete be maintained between 50 and 70° F. It is well known that concrete must be kept above freezing during curing when the weather is cold.
  • Similarly, when the weather is hot, the concrete can dry too quickly. As happens with concrete that freezes before curing, concrete that is too warm dries too quickly and so suffers from reduced strength and is subject to cracking. This problem is exacerbated by the heat generated within a freshly poured concrete slab, wall or the like by the chemical reactions of the curing process.
  • Proper curing of concrete can affect the final strength by several-fold, and so significant attention is paid to maintaining a desirable temperature and level of hydration of the freshly poured concrete in order that the curing process will be the most effective, and the finished concrete product will display the highest degree of strength.
  • It is well known to circulate hot liquid, such as hot water or a water/glycol mix, through a conduit arranged on a freshly laid concrete surface in order to prevent the concrete from freezing, and maintain the concrete at a temperature within the preferred temperature range for curing. Typically the conduit comprises flexible hoses are laid out in a back and forth pattern on the surface, with a spacing of 30-60 centimeters. It is also known to embed the hoses in the concrete to increase efficiency by better retaining and distributing the heat in the concrete. These hoses then remain in the finished concrete and are sacrificed, or in some cases are used to heat the finished building by circulating hot water through them.
  • In hot climates, ice is sometimes mixed with the concrete to reduce the temperature. Also it is known to circulate carbon dioxide gas through hoses similar to the above in order to cool the concrete.
  • SUMMARY OF THE INVENTION
  • It is an object of the present invention to provide a method and apparatus for cooling concrete in hot weather that overcomes problems in the prior art.
  • In a first embodiment the invention provides a system for cooling a concrete slab to improve curing in hot weather. The system comprises a portable liquid cooler. A conduit is connected to the liquid cooler and adapted to be arranged in proximity to the concrete slab. A pump is operative to circulate liquid from the liquid cooler through the conduit such that liquid moves from a supply port of the liquid cooler into an input end of the conduit at a supply temperature, moves through the conduit, and moves from an output end of the conduit to a return port of the liquid cooler at a return temperature greater than the supply temperature.
  • In a second embodiment the invention provides a method of cooling a concrete slab to improve curing in hot weather. The method comprises providing a portable liquid cooler adjacent to the concrete slab, and connecting a conduit the liquid cooler and arranging the conduit in proximity to the concrete slab. With a pump, liquid is circulated from the liquid cooler through the conduit such that liquid moves from a supply port of the liquid cooler into an input end of the conduit at a supply temperature, moves through the conduit, and moves from an output end of the conduit to a return port of the liquid cooler at a return temperature greater than the supply temperature.
  • The liquid circulating through the conduit adjacent to the concrete slab absorbs heat from the slab and reduces the temperature of the slab. Drying of the concrete is slowed to improve curing and increase the strength of the finished slab.
  • DESCRIPTION OF THE DRAWINGS
  • While the invention is claimed in the concluding portions hereof, preferred embodiments are provided in the accompanying detailed description which may be best understood in conjunction with the accompanying diagrams where like parts in each of the several diagrams are labeled with like numbers, and where:
  • FIG. 1 is a schematic top view of a system of the invention for cooling a concrete slab to improve curing in hot weather using a single conduit;
  • FIG. 2 is a schematic top view of a system of the invention for cooling a concrete slab to improve curing in hot weather using manifolds connected to a plurality of conduits.
  • DETAILED DESCRIPTION OF THE ILLUSTRATED EMBODIMENTS
  • FIG. 1 schematically illustrates a system for cooling a concrete slab 2 to improve curing in hot weather. The system comprises a portable liquid cooler 4 having a supply port 6 and a return port 8. The cooler 4 is conveniently an absorption chiller that is conveniently portable and can be operated on fuel such as diesel or propane such that a significant electrical power supply is not required. The cooler 4 is operative to cool liquid entering the return port 8 such that the temperature of the liquid entering the return port 8 is greater than the temperature of liquid leaving the supply port 6.
  • A conduit 10 is connected to the supply and return ports 6, 8 of the liquid cooler 4 and is arranged in proximity to the concrete slab 2. In the system illustrated in FIG. 1 the conduit 10 is flexible and arranged in loops on the surface of the concrete slab 2. Alternatively the conduit 10 could be embedded in the concrete slab 2. Once the concrete has cured, the liquid cooler 4 is disconnected from the conduit 10, which is then left in place.
  • A pump 12 is operative to circulate liquid from the supply port 6 of the liquid cooler 4 into an input end of the conduit 10 at a supply temperature, through the conduit 10, and from an output end of the conduit 10 to the return port 8 of the liquid cooler 4 at a return temperature that is greater than the supply temperature.
  • The cool liquid entering the conduit absorbs heat from the concrete slab as it moves through the conduit 10 such that the temperature thereof increases between the input and output ends of the conduit 10. As the liquid passes through the cooler 4, the temperature of same is reduced to the supply temperature. The system essentially pumps heat out of the concrete to maintain the concrete slab 2 at a reduced temperature compared to the ambient temperature. Drying time and curing time thus increase, improving the strength of the concrete slab 2.
  • For best results a blanket or like insulation layer will typically be spread over the conduit 10 and concrete slab 2 in order to reduce the amount of heat absorbed by the cooled liquid from the atmosphere, and thus increase the amount of heat absorbed from the slab 2.
  • FIG. 2 illustrated the system of FIG. 1 with the addition of a supply manifold 20A operatively connected to the supply port 6 of the liquid cooler 4, and a return manifold 20B operatively connected to the return port 8 of the liquid cooler 4. A plurality of conduits 10 each has an input end 10A operatively connected to the supply manifold 20A and an output end 10B operatively connected to the return manifold 20B.
  • Thus in the system of FIG. 2, cooled liquid enters the input ends 10A of each conduit 10 at the supply temperature and leaves the output ends 10B thereof at the return temperature. The capacity of the pump 12 is increased such that, for example, where the pump 12 in FIG. 1 might pump 100 liters per minute (l/m) through the single conduit 10, the pump 12 in FIG. 2 would pump 200 l/m to the supply manifold 20A, and each conduit 10 would carry 100 l/m to the return manifold 20B such that 200 l/m is returned to the return port 8. Thus the liquid moves through the conduits 10 at the same speed as in FIG. 1, but for a shorter distance such that liquid in each conduit 10 absorbs less heat before returning to the return port 8 and the temperature increase of the liquid is therefore reduced, and the return temperature is less than it is in the system of FIG. 1.

Claims (12)

1. A system for cooling a concrete slab to improve curing in hot weather, the system comprising:
a portable liquid cooler;
a conduit connected to the liquid cooler and adapted to be arranged in proximity to the concrete slab;
a pump operative to circulate liquid from the liquid cooler through the conduit such that liquid moves from a supply port of the liquid cooler into an input end of the conduit at a supply temperature, moves through the conduit, and moves from an output end of the conduit to a return port of the liquid cooler at a return temperature greater than the supply temperature.
2. The system of claim 1 wherein the conduit is flexible and adapted to be arranged in loops on a surface of the concrete slab.
3. The system of claim 1 wherein the conduit is adapted to be arranged in loops and embedded in the concrete slab.
4. The system of claim 1 further comprising:
a first manifold operatively connected to the supply port of the liquid cooler;
a second manifold operatively connected to the return port of the liquid cooler;
a plurality of conduits each having an input end operatively connected to the first manifold and an output end operatively connected to the second manifold.
5. The system of claim 1 wherein the portable liquid cooler comprises an absorption chiller.
6. The system of claim 1 comprising an insulation layer configured to substantially cover the concrete slab.
7. A method of cooling a concrete slab to improve curing in hot weather, the method comprising:
providing a portable liquid cooler adjacent to the concrete slab;
connecting a conduit the liquid cooler and arranging the conduit in proximity to the concrete slab;
with a pump, circulating liquid from the liquid cooler through the conduit such that liquid moves from a supply port of the liquid cooler into an input end of the conduit at a supply temperature, moves through the conduit, and moves from an output end of the conduit to a return port of the liquid cooler at a return temperature greater than the supply temperature.
8. The method of claim 7 wherein the conduit is flexible and arranged in loops on a surface of the concrete slab.
9. The method of claim 7 wherein the conduit is arranged in loops and embedded in the concrete slab.
10. The method of claim 7 further comprising:
providing a first manifold operatively connected to the supply port of the liquid cooler;
providing a second manifold operatively connected to the return port of the liquid cooler;
providing a plurality of conduits each having an input end operatively connected to the first manifold and an output end operatively connected to the second manifold, and circulating liquid from the supply port of the liquid cooler into the first manifold to the input end of each conduit, through each conduit, and from the output end of the conduit to the return port of the liquid cooler.
11. The method of claim 7 wherein the portable liquid cooler comprises an absorption chiller.
12. The method of claim 7 comprising covering the concrete slab with an insulation layer.
US11/137,487 2004-01-06 2005-05-26 Method and apparatus for cooling concrete during curing Abandoned US20050223717A1 (en)

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Application Number Priority Date Filing Date Title
US11/137,487 US20050223717A1 (en) 2004-01-06 2005-05-26 Method and apparatus for cooling concrete during curing

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
US10/751,455 US7357831B2 (en) 2003-12-22 2004-01-06 Method and apparatus for controlling humidity and mold
CA2,479720 2004-08-26
CA002479720A CA2479720C (en) 2004-08-26 2004-08-26 Reversing circulation for heating and cooling conduits
CA 2479639 CA2479639A1 (en) 2004-08-31 2004-08-31 Method and portable apparatus for cooling and heating structures
CA2,479639 2004-08-31
US11/137,487 US20050223717A1 (en) 2004-01-06 2005-05-26 Method and apparatus for cooling concrete during curing

Related Parent Applications (1)

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US10/751,455 Continuation-In-Part US7357831B2 (en) 2003-12-22 2004-01-06 Method and apparatus for controlling humidity and mold

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007148955A2 (en) * 2006-06-22 2007-12-27 Inovatek Corporation, S.A. De C.V. Refrigerator system with cooling by means of the forced convection of a liquid
CN102508499A (en) * 2011-10-19 2012-06-20 中国葛洲坝集团股份有限公司 Method for controlling mass concrete cooling introduced water flow
CN103225405A (en) * 2013-04-08 2013-07-31 中国葛洲坝集团股份有限公司 Mass-concrete cooling water recycling device and method
WO2014048870A1 (en) 2012-09-25 2014-04-03 Yara International Asa Process to produce a durable concrete at hot ambient conditions
CN104563514A (en) * 2014-12-05 2015-04-29 中交一航局第三工程有限公司 Large-volume concrete circulation cooling system
CN105984024A (en) * 2015-02-09 2016-10-05 任丘市永基建筑安装工程有限公司 Concrete box type combined mold heat-preservation tube mounting technique
CN109750671A (en) * 2019-01-15 2019-05-14 方小卫 A kind of follow-on concrete temperature control cooling water bidirectional return device

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US3893507A (en) * 1971-12-02 1975-07-08 Calmac Mfg Corp Apparatus for creating and maintaining an ice slab
US3986342A (en) * 1975-08-29 1976-10-19 Maccracken Calvin D Method of securing a perimeter fence around an ice rink without embedding into ground
US4703597A (en) * 1985-06-28 1987-11-03 Eggemar Bengt V Arena floor and flooring element
US5187882A (en) * 1989-02-17 1993-02-23 Cam Sales, Inc. System for curing concrete articles
US5595171A (en) * 1993-11-29 1997-01-21 Makin; Colin Apparatus for heating concrete
US5709099A (en) * 1995-06-09 1998-01-20 Bassai Limited Multi-purpose recreational facility
US5960556A (en) * 1997-06-25 1999-10-05 Jansen; Phillip E. Method for drying sheathing in structures
US5970734A (en) * 1995-09-29 1999-10-26 Stillwell; Robert Method and system for creating and maintaining a frozen surface
US6006826A (en) * 1997-03-10 1999-12-28 Goddard; Ralph Spencer Ice rink installation having a polymer plastic heat transfer piping imbedded in a substrate
US6021646A (en) * 1998-06-26 2000-02-08 Burley's Rink Supply, Inc. Floor system for a rink
US6457258B1 (en) * 2001-03-06 2002-10-01 Charles S. Cressy Drying assembly and method of drying for a flooded enclosed space
US6647639B1 (en) * 1999-03-08 2003-11-18 Injectidry Systems Inc. Moisture removal system

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3893507A (en) * 1971-12-02 1975-07-08 Calmac Mfg Corp Apparatus for creating and maintaining an ice slab
US3986342A (en) * 1975-08-29 1976-10-19 Maccracken Calvin D Method of securing a perimeter fence around an ice rink without embedding into ground
US4703597A (en) * 1985-06-28 1987-11-03 Eggemar Bengt V Arena floor and flooring element
US5187882A (en) * 1989-02-17 1993-02-23 Cam Sales, Inc. System for curing concrete articles
US5595171A (en) * 1993-11-29 1997-01-21 Makin; Colin Apparatus for heating concrete
US5709099A (en) * 1995-06-09 1998-01-20 Bassai Limited Multi-purpose recreational facility
US5970734A (en) * 1995-09-29 1999-10-26 Stillwell; Robert Method and system for creating and maintaining a frozen surface
US6006826A (en) * 1997-03-10 1999-12-28 Goddard; Ralph Spencer Ice rink installation having a polymer plastic heat transfer piping imbedded in a substrate
US5960556A (en) * 1997-06-25 1999-10-05 Jansen; Phillip E. Method for drying sheathing in structures
US6021646A (en) * 1998-06-26 2000-02-08 Burley's Rink Supply, Inc. Floor system for a rink
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US6457258B1 (en) * 2001-03-06 2002-10-01 Charles S. Cressy Drying assembly and method of drying for a flooded enclosed space

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007148955A2 (en) * 2006-06-22 2007-12-27 Inovatek Corporation, S.A. De C.V. Refrigerator system with cooling by means of the forced convection of a liquid
WO2007148955A3 (en) * 2006-06-22 2008-03-06 Inovatek Corp S A De C V Refrigerator system with cooling by means of the forced convection of a liquid
CN102508499A (en) * 2011-10-19 2012-06-20 中国葛洲坝集团股份有限公司 Method for controlling mass concrete cooling introduced water flow
WO2014048870A1 (en) 2012-09-25 2014-04-03 Yara International Asa Process to produce a durable concrete at hot ambient conditions
US9328019B2 (en) 2012-09-25 2016-05-03 Yara International Asa Process to produce a durable concrete at hot ambient conditions
CN103225405A (en) * 2013-04-08 2013-07-31 中国葛洲坝集团股份有限公司 Mass-concrete cooling water recycling device and method
CN104563514A (en) * 2014-12-05 2015-04-29 中交一航局第三工程有限公司 Large-volume concrete circulation cooling system
CN105984024A (en) * 2015-02-09 2016-10-05 任丘市永基建筑安装工程有限公司 Concrete box type combined mold heat-preservation tube mounting technique
CN109750671A (en) * 2019-01-15 2019-05-14 方小卫 A kind of follow-on concrete temperature control cooling water bidirectional return device

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