WO2011065668A3 - Method and apparatus for reducing a temperature difference in concrete, and structure cured by said method - Google Patents
Method and apparatus for reducing a temperature difference in concrete, and structure cured by said method Download PDFInfo
- Publication number
- WO2011065668A3 WO2011065668A3 PCT/KR2010/007406 KR2010007406W WO2011065668A3 WO 2011065668 A3 WO2011065668 A3 WO 2011065668A3 KR 2010007406 W KR2010007406 W KR 2010007406W WO 2011065668 A3 WO2011065668 A3 WO 2011065668A3
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- water
- temperature difference
- reducing
- caisson
- concrete
- 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.)
- Ceased
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
- E04G21/246—Safety or protective measures preventing damage to building parts or finishing work during construction specially adapted for curing concrete in situ, e.g. by covering it with protective sheets
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01K—MEASURING TEMPERATURE; MEASURING QUANTITY OF HEAT; THERMALLY-SENSITIVE ELEMENTS NOT OTHERWISE PROVIDED FOR
- G01K13/00—Thermometers specially adapted for specific purposes
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The present invention relates to a method and apparatus for reducing cracks caused by a temperature difference during curing of a concrete structure which is formed by poured concrete, and to a structure cured by said method. More particularly, the present invention relates to an apparatus for reducing a temperature difference in a structure which is constructed by assembling iron bars, setting up a form and pouring concrete into the form, the apparatus comprising: a water reservoir which stores water therein such that the water can be heated; and a hose which is provided on one side of the outer surface of a caisson, and which has a plurality of holes formed on the surface thereof, and which receives water stored in the water reservoir through an injection pipe, and discharges the received water through said holes. The heated water flows along the outer surface of the caisson through said holes, thereby reducing a temperature difference between the interior of the caisson and the outer surface of the caisson.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020090115487A KR101155285B1 (en) | 2009-11-27 | 2009-11-27 | Reduction Device of Concrete Temperature Gap, Reduction Method using the Device and Structure using the Method |
| KR10-2009-0115487 | 2009-11-27 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| WO2011065668A2 WO2011065668A2 (en) | 2011-06-03 |
| WO2011065668A3 true WO2011065668A3 (en) | 2011-09-15 |
Family
ID=44067033
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/KR2010/007406 Ceased WO2011065668A2 (en) | 2009-11-27 | 2010-10-27 | Method and apparatus for reducing a temperature difference in concrete, and structure cured by said method |
Country Status (2)
| Country | Link |
|---|---|
| KR (1) | KR101155285B1 (en) |
| WO (1) | WO2011065668A2 (en) |
Families Citing this family (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104060612B (en) * | 2013-03-22 | 2016-06-08 | 中国水电顾问集团贵阳勘测设计研究院 | For temperature control method and the device of concrete dam severe cold winter construction |
| KR101643629B1 (en) * | 2015-05-29 | 2016-08-01 | (주)88콘크리트 | Concrete curing apparatus using the heat of hydration |
| KR101864768B1 (en) | 2016-07-25 | 2018-06-07 | 동아대학교 산학협력단 | Method for preventing crack of externally restraints by hydration heat of concrete and system for preventing concrete crack using the same |
| CN107151985B (en) * | 2017-07-07 | 2022-12-09 | 辽宁铁道职业技术学院 | External temperature control method for large-volume concrete of bridge pier |
| CN110078535B (en) * | 2019-04-03 | 2023-12-05 | 广州科纳机械制造有限公司 | Special concrete cooling system and intelligent control method thereof |
| CN110186585A (en) * | 2019-06-19 | 2019-08-30 | 中国人民解放军陆军勤务学院 | Monitoring of temperature difference of mass concrete system based on temperature-sensitive device |
| CN111980408B (en) * | 2020-08-20 | 2022-01-18 | 中国十七冶集团有限公司 | Large-volume concrete cooling water circulation and construction method |
| CN112049446B (en) * | 2020-08-31 | 2021-11-02 | 中国十七冶集团有限公司 | Automatic concrete curing system and method |
| CN112360171B (en) * | 2020-10-30 | 2022-12-20 | 重庆广播电视大学重庆工商职业学院 | A cooling device for mass concrete pouring based on the Internet of Things |
| KR20250093905A (en) | 2023-12-18 | 2025-06-25 | 현대건설(주) | Apparatus and method of management for curing concrete by using peltier element |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200199007Y1 (en) * | 2000-05-04 | 2000-10-02 | 주식회사종합건축사사무소근정 | Cover for curing slab concrete of building |
| KR200285206Y1 (en) * | 2002-05-01 | 2002-08-13 | 김정석 | Protecting sheet |
| JP2007046256A (en) * | 2005-08-08 | 2007-02-22 | Kajima Corp | Concrete curing method and concrete curing apparatus |
| JP2009030246A (en) * | 2007-07-24 | 2009-02-12 | Oriental Shiraishi Corp | Concrete wet-curing method and curing facility |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08338129A (en) * | 1995-06-13 | 1996-12-24 | Takiuchi Kasetsu Kk | Concrete curing form and method of concrete curing |
| JP2000328787A (en) | 1999-03-12 | 2000-11-28 | Kontekku:Kk | Portable curing system for construction on site |
| JP4696344B2 (en) | 2000-08-01 | 2011-06-08 | 株式会社大林組 | Concrete curing method |
-
2009
- 2009-11-27 KR KR1020090115487A patent/KR101155285B1/en active Active
-
2010
- 2010-10-27 WO PCT/KR2010/007406 patent/WO2011065668A2/en not_active Ceased
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200199007Y1 (en) * | 2000-05-04 | 2000-10-02 | 주식회사종합건축사사무소근정 | Cover for curing slab concrete of building |
| KR200285206Y1 (en) * | 2002-05-01 | 2002-08-13 | 김정석 | Protecting sheet |
| JP2007046256A (en) * | 2005-08-08 | 2007-02-22 | Kajima Corp | Concrete curing method and concrete curing apparatus |
| JP2009030246A (en) * | 2007-07-24 | 2009-02-12 | Oriental Shiraishi Corp | Concrete wet-curing method and curing facility |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2011065668A2 (en) | 2011-06-03 |
| KR101155285B1 (en) | 2012-06-18 |
| KR20110058935A (en) | 2011-06-02 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| WO2011065668A3 (en) | Method and apparatus for reducing a temperature difference in concrete, and structure cured by said method | |
| MX2010008600A (en) | Method of constructing an insulated shallow pier foundation building. | |
| CN101619781B (en) | Carbon fiber concrete pipe and manufacture method thereof | |
| ATE541999T1 (en) | SEMI-FINISHED PART AND METHOD FOR PRODUCING IT | |
| WO2012140658A3 (en) | System and method for layer by layer printing of an object with support | |
| FI3140512T3 (en) | Method for producing a construction element, in particular a tunnel element, having a watertight seal | |
| PL2263021T3 (en) | Elastomer components that can be prestressed by pressure means and method for the production thereof | |
| EA201201151A1 (en) | EFFICIENT BY ENERGY AND WEIGHT INDICATORS OF THE WALL BLOCK, METHOD OF MANUFACTURE AND APPLICATION OF THE WALL BLOCK | |
| RU2014142909A (en) | Concrete-coated pipe and methods for its manufacture | |
| CL2014002107A1 (en) | A method for manufacturing a molten casting channel comprising a flow channel for a molten phase, comprising a provisioning stage of a metal gutter body, a step of coating the metal gutter body with a refractory lining so as to said coating forms a flow surface for the molten phase in the flow channel, and a disposition stage of a steel layer; gutter | |
| CN103568109A (en) | Hole forming method of precast concrete hollow component | |
| UA122866C2 (en) | METHOD FOR INSTALLING A HOLLOW CONCRETE TOWER MADE OF MORE THAN ONE SEGMENT AND CORRESPONDING HOLLOW CONCRETE TOWER | |
| CL2013002662A1 (en) | Method for forming a strong solid compound where loose ceramic particles are secured within a retention structure in a casting mold and said particles have interstitial spaces, pouring molten metal into the casting mold and forming a solid composite component. | |
| CN105484421A (en) | Ring beam formwork bricks and building secondary structure filler wall ring beam construction method | |
| GB2458975B (en) | A method for the handling of aggregate in an asphalt plant | |
| PL2242628T3 (en) | Method for the production of concrete pipes | |
| FR2980192B1 (en) | METHODS FOR DECORATING CONCRETE STRUCTURES | |
| EP2011632A3 (en) | Process for manufacturing aggregate slabs by means of microwave irradiation and resulting aggregate slabs | |
| CN203755682U (en) | Secondary pouring form board constructing structure for small opening of concrete structure floor slab | |
| CN103802209A (en) | Prefabricated concrete hollow component pore-forming method | |
| CN101230594B (en) | Grout-stop block and construction method at the post-casting zone of concrete | |
| IT1392866B1 (en) | METHOD AND EQUIPMENT FOR REALIZING REINFORCED CONCRETE REINFORCEMENTS | |
| CN204239971U (en) | There is the fracture water pipe of two bridging structure | |
| CN203174891U (en) | Steel bar cage positioning device | |
| WO2013156917A3 (en) | Concrete composition, method for producing a matrix of concrete elements and matrix obtained |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 121 | Ep: the epo has been informed by wipo that ep was designated in this application |
Ref document number: 10833480 Country of ref document: EP Kind code of ref document: A1 |
|
| NENP | Non-entry into the national phase |
Ref country code: DE |
|
| 122 | Ep: pct application non-entry in european phase |
Ref document number: 10833480 Country of ref document: EP Kind code of ref document: A2 |