CN105715040B - A kind of concrete temperature control template and its application method - Google Patents

A kind of concrete temperature control template and its application method Download PDF

Info

Publication number
CN105715040B
CN105715040B CN201610016516.4A CN201610016516A CN105715040B CN 105715040 B CN105715040 B CN 105715040B CN 201610016516 A CN201610016516 A CN 201610016516A CN 105715040 B CN105715040 B CN 105715040B
Authority
CN
China
Prior art keywords
temperature control
concrete
control template
temperature
plate
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.)
Expired - Fee Related
Application number
CN201610016516.4A
Other languages
Chinese (zh)
Other versions
CN105715040A (en
Inventor
张建亮
田倩
姚婷
李华
王育江
夏强
李明
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.)
Sobute New Materials Co Ltd
Original Assignee
Sobute New Materials Co Ltd
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 Sobute New Materials Co Ltd filed Critical Sobute New Materials Co Ltd
Priority to CN201610016516.4A priority Critical patent/CN105715040B/en
Publication of CN105715040A publication Critical patent/CN105715040A/en
Application granted granted Critical
Publication of CN105715040B publication Critical patent/CN105715040B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00Forming or shuttering elements for general use
    • E04G9/10Forming or shuttering elements for general use with additional peculiarities such as surface shaping, insulating or heating, permeability to water or air

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

The invention discloses a kind of concrete temperature control template and its application method, the temperature control template includes steel plate structure body, adiabator plate and reinforcing plate, steel plate structure body and adiabator plate are combined together to form hollow structure, reinforcing plate is covered on adiabator plate, the double-decker of reinforcing plate and adiabator plate is provided with ventilation interface, ventilation interface can be connected by trachea, connect the hollow structure of adjacent temperature control template, and the air-flow of design temperature is conveyed into hollow structure by appendix, air-flow carries out heat exchange by steel plate surface and concrete, so as to realize temperature adjusting of the temperature control template to concrete.It is especially long present invention is generally directed to wall body structure(Side)The thermal cracking problem of wall construction concrete, concrete is also easy to produce thermal cracking because molding temperature and aquation temperature rise are higher under solution summer high temperature environment, and solves the problems, such as that concreting is easily endured cold and causes structure destruction and inner table excessive temperature differentials and easily cause cracking initial stage under winter severe cold environment.

Description

A kind of concrete temperature control template and its application method
Technical field
The present invention relates to technical field of concrete construction, and in particular to a kind of concrete temperature control template and its application method.
Background technology
The crack of wall body structure concrete, especially long wall construction and underground sidewall structure concrete is more universal, in the summer The crack in Ji Gaowen times is particularly acute, and crack is mainly appeared on after form removal in several days, and crack form is mainly thermal cracking, By taking the sidewall structure concrete of underground as an example, in Practical Project, reach more than 35 DEG C in molding temperature, aquation temperature rise reaches 30 DEG C The situation for occurring interval 0.5m~3.0m mono- thermal cracking during the above, on concrete wall surface is relatively conventional.Solves this at present The technological means in kind crack mainly adds calcium class swelling agent and heat of hydration controlled material, although can significantly alleviate metope cracking Degree, but still can not thoroughly solve.Domestic and foreign scholars research shows that the molding temperature and adiabatic temperature rise of concrete are to influence to mix An important factor for solidifying local products life thermal cracking, during practice of construction, there is a certain degree of radiating in concrete structure, mix Solidifying native internal temperature does not reach the temperature under adiabatic condition, and therefore, the aquation temperature rise of concrete is become to control concrete temperature One important indicator in crack.
The thickness of wall body structure concrete is typically between 200mm~1200mm, and in summer high temperature, thermal cracking is more It is common, especially especially pronounced when thickness of wall body reaches more than 500mm but widely used in engineering construction at present《Substantially Product concrete construction specification》In temperature control index (in such as the table temperature difference be not more than 25 DEG C) carry out temperature control, largely put into practice table Bright, the temperature control index is difficult to be applied to wall body structure concrete, and the wall body structure being particularly unsuitable under summer high temperature environment mixes Solidifying soil, most efficient method is that molding temperature and the aquation temperature rise of concrete is greatly reduced, but is difficult in the prior art. In the prior art, Application No. CN201410626807.6 patent discloses a kind of intelligent temperature control concrete heated die plate construction Device, the patent solves the problems, such as that cold weather concrete hull-skin temperature is low by implementing electrical heating to concrete blinding, but the skill Art method is not easy to the splicing installation of template, by the form of conduction, is also unfavorable for the security constructed, and in work progress In be easily caused line broken circuit and temperature control is failed;Patent ZL201010179347.9 discloses a kind of phase-change temperature control large-volume coagulation Clay model plate and preparation method thereof, phase-change material is wrapped in concrete blinding by this patent, utilizes the phase-change accumulation energy of phase-change material Characteristic carries out temperature adjusting to concrete, but the technical method is limited in that, the amount of the energy storage of phase-changing energy storage material is limited, Narrower to the temperature-control range of concrete, for the higher concrete of aquation temperature rise, its effect can be ignored substantially, it is difficult to reach To preferable technique effect.
Therefore, to solve the problems, such as the thermal cracking of wall body structure concrete, the bright one kind of beard and hair has targetedly technical side Method, fundamentally reduce concrete and produce the risk of thermal cracking, or thoroughly solve the problems, such as concrete thermal cracking, be wall knot The long durability of structure concrete provides reliable technical guarantee.
The content of the invention
For wall body structure concrete, especially long (side) wall construction concrete, solves concrete under summer high temperature environment Molding temperature and aquation temperature rise it is higher and be also easy to produce the problem of thermal cracking, and solve concrete under winter severe cold environment and pour Build and easily endure cold initial stage and the problem of structure destruction and easily cracking inner table excessive temperature differentials occur, the invention provides a kind of coagulation Native temperature control template and its application method, are specifically realized in:
A kind of concrete temperature control template, including steel plate structure body, adiabator plate and reinforcing plate;The steel plate structure body is set There are U-type groove and erecting bed, it is hollow hollow knot that adiabator plate makes temperature control template form inside with U-type groove and erecting bed cooperation Structure, reinforcing plate are covered on adiabator plate, and the double-decker of reinforcing plate and adiabator plate is provided with ventilation interface, and ventilation connects Mouth is connected with the hollow structure of temperature control template, and ventilation interface can install trachea and appendix, and trachea can be by adjacent temperature control The ventilation interface connection of template, connects the hollow structure of adjacent temperature control template, and appendix can be by ambient atmos through interface of ventilating It is passed into the hollow structure of temperature control template;
The reinforcing plate is provided with screwed hole, and the steel plate structure body is provided with thread groove, and reinforcing plate is logical with steel plate structure body Bolt connection is crossed to fix.
The steel plate structure body includes steel plate surface, neck and card muscle, and steel plate structure body is with mixing when the steel plate surface is constructs The contact surface of soil is coagulated, the neck is located at steel plate structure body lower end, and the card muscle is located at steel plate structure body upper end, two pieces of temperature control moulds Plate can be vertically connected with by the cooperation of neck and card muscle.
The concrete temperature control template is rectangle structure, is respectively provided with four angles of temperature control template logical described in one Gas interface;
The trachea and appendix are rubber insulation material, to reduce temperature loss of the air-flow in conveying.
The reinforcing plate is provided with 3~5 fluting square tubes, to strengthen the endurance of reinforcing plate.
The adiabator plate is aluminum silicate insulation material, glass fibre thermal insulation material, insulating rubber plastic, rock wool heat-preservation One kind in material or polyphenyl plate heat preserving material.
Present invention also offers a kind of application method of concrete temperature control template, comprise the following steps:
(1) according to sequence of construction, first the reinforcing bar of sidewall structure is tied, the temperature control template is reused and builds form walls, The hollow structure inside all temperature control templates is together in series using trachea, and reserved ventilation interface is as gas outlet;
(2) before concrete pouring construction starts, temperature control template is passed through by appendix using refrigerating and heating machine and appointed The air-flow of meaning design temperature, the air-flow of the design temperature flow in the hollow structure of series connection, make the steel plate surface liter of concrete Temperature or cooling, reach the balance with the design temperature;
(3) casting concrete, is persistently passed through the air-flow of design temperature to temperature control template, and the adiabator plate can avoid The air-flow of design temperature produces heat exchange with external environment, the air-flow of design temperature is carried out heat by steel plate surface and concrete Amount is transmitted, and the air-flow of design temperature constantly flows, and concrete persistently carries out temperature exchange with steel plate surface, promotes the temperature of concrete Constantly decline or raise, so as to realize the temperature adjusting to concrete.
It is described not sealed with trachea or a sequence of ventilation interface of appendix, usable sealing-plug.
It is considered that when the areal extent of form walls is larger, disposably the hollow structure of all temperature control templates is together in series, Temperature control effect can be affected, and the form walls that temperature control template is built can also be divided into at least two connections by trachea connection Part, ventilation temperature control is carried out to the part of each connection, to realize preferable temperature control effect.
Beneficial effects of the present invention:Temperature control template and its application method provided by the invention can realize that template is filled with concrete Point heat exchange, concrete can be made to cool or heat up since pour into the mold just, be greatly reduced or raise before concrete hardening The temperature of concrete, that is, being greatly reduced or raising the molding temperature of concrete, this is that prior art can not be realized;This The technological means of invention,, can also be in the temperature of concrete in addition to the temperature before concrete hardening can be greatly reduced in summer high temperature The stage of liter persistently gives concrete cooling, can be effectively reduced the aquation temperature rise of concrete, shortens the temperature of concrete temperature rise and temperature drop The change course time is spent, can largely improve the volume stability of concrete structure during temperature rise and temperature drop;In the summer Under season hot environment, without taking relatively complicated but little effect concrete molding temperature control method, coagulation after form removal again Soil temperature degree is close to environment temperature or low compared with environment temperature, without carrying out insulated curing again;Severe cold area in the winter time, can pass through to Temperature control template is passed through warm air and realizes heating to concrete, it is ensured that concrete freezed damage and will not ensure concrete In the table temperature difference will not be excessive and cause concrete cracking.
Brief description of the drawings
Fig. 1 is the lateral cross-sectional view of temperature control formwork structure.
Fig. 2 is steel plate structure side to cross-sectional view.
Fig. 3 is the lateral cross-sectional view of reinforcing plate.
Fig. 4 is two pieces of temperature control template assembly structural representations.
Fig. 5 is the structural representation of ventilation interface sealing-plug sealing.
Fig. 6 is the planar structure schematic diagram of temperature control template reinforcing plate side.
Fig. 7 is the structural representation using temperature control template of the present invention.
The assembling schematic diagram of temperature control template when Fig. 8 is concreting.
It is labeled as in Fig. 1~Fig. 7:1 steel plate structure body, 2 adiabator plates, 3 reinforcing plates, 4 ventilation interfaces, 5 bolts, 6 Hollow structure, 7 card muscle, 8 tracheas, 9 thread grooves, 10 necks, 11 screwed holes, 12 fluting square tubes, 13 sealing-plugs, 14 appendixs, 15 refrigerating and heating machines, 16 steel plate surfaces, 17U type grooves, 18 erecting beds, 19 form walls, 20 air stream transportation directions, 21 concrete.
Embodiment
A kind of concrete temperature control template, including steel plate structure body 1, adiabator plate 2 and reinforcing plate 3, steel plate structure body 1 are set There are U-type groove 17 and erecting bed 18, adiabator plate 2 coordinates with U-type groove 17 and erecting bed 18 makes temperature control template form inside as sky The hollow structure 6 of the heart, reinforcing plate 3 are covered on adiabator plate 2, and the double-decker of reinforcing plate 3 and adiabator plate 2 is provided with Ventilation interface 4, ventilation interface 4 are connected with the hollow structure 6 of temperature control template, and ventilation interface 4 can install trachea 8 and appendix 14, trachea 8 can connect the ventilation interface 4 of adjacent temperature control template, connect the hollow structure 6 of adjacent temperature control template, gas transmission Ambient atmos can be passed into the hollow structure 6 of temperature control template by pipe 8 through interface 4 of ventilating;
The steel plate structure body 1 includes steel plate surface 16, neck 10 and card muscle 7, steel plate knot when the steel plate surface 16 is constructs The contact surface of structure body and 1 concrete, the neck 10 are located at the lower end of steel plate structure body 1, and the card muscle 7 is located at steel plate structure body 1 upper end, two pieces of temperature control templates can be vertically connected with by the cooperation of neck 10 and card muscle 7;
The concrete temperature control template is rectangle structure, and a ventilation interface is respectively provided with four angles of temperature control template 4;
The reinforcing plate is provided with screwed hole 11, and the steel plate structure body is provided with thread groove 9, reinforcing plate 3 and steel plate structure body 1 It is to be connected by bolt 5;
The trachea 8 and appendix 14 are rubber insulation material, to reduce temperature loss of the air-flow in conveying;
The reinforcing plate 3 is provided with 3~5 fluting square tubes 12, to strengthen the endurance of reinforcing plate 3;
The adiabator plate 2 is glass fibre thermal insulation material;
A kind of application method of concrete temperature control template, comprises the following steps:
(1) after reinforcing bar is tied, form walls 19 are built using the temperature control template, using trachea 8 by all temperature control moulds The hollow structure 6 of intralamellar part is together in series, and reserved ventilation interface 4 is used as gas outlet, not with trachea 8 or appendix 14 A sequence of ventilation interface 4, is sealed using sealing-plug 13;
(2) before the pouring construction of concrete 21 starts, using refrigerating and heating machine 15 by appendix 14 to temperature control template It is passed through the air-flow of design temperature, the air-flow of design temperature (the air stream transportation side indicated in such as Fig. 7 in the hollow structure 6 of series connection To 20) flowing, the steel plate surface 16 of concrete is heated up or is cooled, reach the balance with design temperature;
(3) casting concrete 21, are persistently passed through the air-flow of design temperature to temperature control template, and concrete 21 produces with steel plate surface 16 Raw temperature transmission, the air-flow of design temperature constantly flow, and concrete 21 persistently carries out temperature exchange with steel plate surface 16, promotes coagulation The temperature of soil 21 is constantly down or up, so as to realize temperature adjusting of the temperature control template to concrete 21;
It is considered that when the areal extent of form walls 19 is larger, disposably the hollow structure 6 of all temperature control templates has been connected Come, temperature control effect can be affected, and the form walls 19 that temperature control template is built can also be divided into at least two by the connection of trachea 8 The part of individual connection, ventilation temperature control is carried out respectively to the part of each connection, to realize preferable temperature control effect.
Embodiment
Wall construction on the downside of somewhere, thickness 0.8m, height 6m, it is 20m that single, which pours length, 34.2 DEG C of environment temperature, is used C40 concrete pouring constructions, when not carrying out molding temperature control to concrete, the molding temperature of concrete is 36.4 DEG C, water Change 33.0 DEG C of temperature rise, engineering effort shows:Side wall serious cracking, every 0.8~1.5 meter of thermal cracking;
To reduce the thermal cracking of concrete, through the technological means such as supercooling raw material, on the rocks, by concrete molding temperature Control is at 31.5 DEG C, and 32.6 DEG C of aquation temperature rise, engineering effort shows:Side wall serious cracking, every 1.0~1.6 meters of temperature are split Seam;
The technique effect constructed twice above shows, under summer high temperature environment, the engineering concrete is only reduced into mould temperature The DeGrain of 5 DEG C or so of degree.
Using the temperature control template molding of the present invention, the molding temperature of concrete is 36.6 DEG C, by appendix to temperature control mould 5 DEG C of low-temperature airflow is passed through in plate, temperature control template carries out heat exchange with concrete, and the presetting period for measuring concrete is 15h, The temperature of concrete will be 16.5 DEG C when pre-hardening, and the temperature of concrete is reduced to 14.2 DEG C during final set, with the progress of hydrated cementitious, When concrete temperature reaches 25 DEG C, the air-flow output temperature of refrigerating and heating machine is set as TAir-flow, meet TAir-flow=TConcrete- 20, when Concrete is measured after pouring construction 38h and reaches Wen Feng, 25.8 DEG C of concrete hydrating temperature rise, engineering effort shows:Side wall is without temperature Crack produces, and technique effect is good.

Claims (9)

  1. A kind of 1. concrete temperature control template, it is characterised in that:Including steel plate structure body (1), adiabator plate (2) and reinforcing plate (3);The steel plate structure body (1) is provided with U-type groove (17) and erecting bed (18), adiabator plate (2) and U-type groove (17) and installation It is hollow hollow structure (6) that platform (18) cooperation, which makes temperature control template form inside, and reinforcing plate (3) is covered in adiabator plate (2) On;The double-decker of reinforcing plate (3) and adiabator plate (2) is provided with ventilation interface (4), ventilation interface (4) and temperature control template Hollow structure (6) be connected, ventilation interface (4) trachea (8) and appendix (14) can be installed;Trachea (8) can will be adjacent Ventilation interface (4) connection of temperature control template, connects the hollow structure (6) of adjacent temperature control template, appendix (14) can be by the external world Gas is passed into the hollow structure (6) of temperature control template through interface (4) of ventilating;
    The reinforcing plate (3) is provided with screwed hole (11), and the steel plate structure body (1) is provided with thread groove (9), reinforcing plate (3) and steel Panel structure (1) is connected by bolt (5).
  2. 2. a kind of concrete temperature control template according to claim 1, it is characterised in that the steel plate structure body (1) includes Steel plate surface (16), neck (10) and card muscle (7), steel plate structure body (1) and concrete (21) when the steel plate surface (16) is constructs Contact surface, the neck (10) is located at steel plate structure body (1) lower end, and the card muscle (7) is located at steel plate structure body (1) upper end, Two pieces of temperature control templates can be vertically connected with by the cooperation of neck (10) and card muscle (7).
  3. 3. a kind of concrete temperature control template according to claim 2, it is characterised in that the concrete temperature control template is length Square structure, the ventilation interface (4) described in one is respectively provided with four angles of temperature control template.
  4. 4. a kind of concrete temperature control template according to claim 2, it is characterised in that the trachea (8) and appendix (14) it is rubber insulation material.
  5. A kind of 5. concrete temperature control template according to claim 2, it is characterised in that the reinforcing plate (3) be provided with 3~ 5 fluting square tubes (12).
  6. 6. a kind of concrete temperature control template according to claim 2, it is characterised in that the adiabator plate (2) is silicon One in sour aluminium heat insulation material, glass fibre thermal insulation material, insulating rubber plastic, rock wool heat-preservation material or polyphenyl plate heat preserving material Kind.
  7. A kind of 7. application method of concrete temperature control template described in any one of claim 2 to 6, it is characterised in that including with Lower step:
    (1) according to sequence of construction, first the reinforcing bar of sidewall structure is tied, the temperature control template is reused and builds form walls (19), The hollow structure (6) inside all temperature control templates is together in series using trachea (8), and a reserved ventilation interface (4) is made For gas outlet;
    (2) before concrete pouring construction starts, temperature control template is led to by appendix (14) using refrigerating and heating machine (15) Enter the air-flow of any design temperature, the air-flow of the design temperature flows in the hollow structure (6) of series connection, makes the steel of concrete Plate face (16) heats up or cooling, reaches the balance with the design temperature;
    (3) casting concrete, is persistently passed through the air-flow of design temperature to temperature control template, and the adiabator plate (2) avoids setting The air-flow of temperature produces heat exchange with external environment, the air-flow of design temperature is entered by steel plate surface (16) and concrete (21) Row heat transfer, the air-flow of design temperature constantly flow, and concrete (21) persistently carries out temperature exchange with steel plate surface (16), promotes The temperature of concrete constantly declines or rise, so as to realize the temperature adjusting to concrete.
  8. A kind of 8. concrete temperature control template according to claim 7, it is characterised in that it is described not with trachea (8) or defeated The a sequence of ventilation interface (4) of tracheae (14), sealing-plug (13) can be used to seal.
  9. A kind of 9. concrete temperature control template according to claim 8, it is characterised in that the mould that temperature control template can be also built Board wall (19) is divided into the part of at least two connections by trachea (8) connection, and ventilation temperature control is carried out to the part of each connection.
CN201610016516.4A 2016-01-11 2016-01-11 A kind of concrete temperature control template and its application method Expired - Fee Related CN105715040B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610016516.4A CN105715040B (en) 2016-01-11 2016-01-11 A kind of concrete temperature control template and its application method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610016516.4A CN105715040B (en) 2016-01-11 2016-01-11 A kind of concrete temperature control template and its application method

Publications (2)

Publication Number Publication Date
CN105715040A CN105715040A (en) 2016-06-29
CN105715040B true CN105715040B (en) 2017-11-24

Family

ID=56147686

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610016516.4A Expired - Fee Related CN105715040B (en) 2016-01-11 2016-01-11 A kind of concrete temperature control template and its application method

Country Status (1)

Country Link
CN (1) CN105715040B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3129962A1 (en) * 2021-12-06 2023-06-09 Sateco Formwork panel comprising a hot air supply opening, assembly of a formwork panel and a heating system and method of heating.

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7116887B2 (en) * 2017-07-12 2022-08-12 株式会社安藤・間 Concrete cooling system and concrete cooling method
CN108547409B (en) * 2018-05-22 2020-08-04 东阳市中傲建筑工程有限公司 Thermal insulation wall board
CN109469318A (en) * 2018-11-14 2019-03-15 董佑军 It is a kind of for be poured building shear wall formboard fastening and its application method
CN109680717B (en) * 2019-01-30 2021-03-16 武汉市市政建设集团有限公司 Anti-crack construction method for side wall structure of underground rail transit
CN110105086B (en) * 2019-05-14 2021-09-07 哈尔滨工业大学 Curing method for realizing cold region winter construction concrete phase change heat storage curing layer
CN112160443B (en) * 2020-09-18 2022-03-18 青岛地铁集团有限公司 Summer crack resistance construction method for underground side wall structure concrete
CN113513150B (en) * 2021-03-26 2022-08-09 上海建工集团股份有限公司 Construction method of laminated combined concrete servo template
CN114922091A (en) * 2022-06-30 2022-08-19 中国十九冶集团有限公司 A heat preservation system for municipal bridge concrete placement template

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN87213050U (en) * 1987-09-05 1988-07-20 新疆维吾尔自治区建筑科学研究所 Swirl electrothermal template
CN102357945A (en) * 2011-10-31 2012-02-22 于忠志 Molding mold for glass fiber reinforced plastic grate
CN103042681A (en) * 2011-10-11 2013-04-17 晟铭电子科技股份有限公司 Hot press molding device and method thereof
CN203097276U (en) * 2013-02-26 2013-07-31 中国十七冶集团有限公司 Electric-heating heat preservation formwork
CN203145016U (en) * 2013-03-22 2013-08-21 中国水电顾问集团贵阳勘测设计研究院 Device for adjusting temperature difference between inside and outside of concrete
KR20130138031A (en) * 2012-06-08 2013-12-18 단국대학교 산학협력단 Gang form having heat insulating material for concrete curing and method of preparation thereof
JP2014015784A (en) * 2012-07-10 2014-01-30 Techno Pro Kk Form panel for concrete
CN203475819U (en) * 2013-09-16 2014-03-12 东海建设集团有限公司 Combined construction formwork
CN104499716A (en) * 2014-12-11 2015-04-08 中交第一公路工程局有限公司 Insulation device for concrete winter construction
DE102010061956B4 (en) * 2010-11-25 2015-06-03 Walter Feickert Gmbh Method of producing slab formwork and slab formwork produced by one of these methods

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN87213050U (en) * 1987-09-05 1988-07-20 新疆维吾尔自治区建筑科学研究所 Swirl electrothermal template
DE102010061956B4 (en) * 2010-11-25 2015-06-03 Walter Feickert Gmbh Method of producing slab formwork and slab formwork produced by one of these methods
CN103042681A (en) * 2011-10-11 2013-04-17 晟铭电子科技股份有限公司 Hot press molding device and method thereof
CN102357945A (en) * 2011-10-31 2012-02-22 于忠志 Molding mold for glass fiber reinforced plastic grate
KR20130138031A (en) * 2012-06-08 2013-12-18 단국대학교 산학협력단 Gang form having heat insulating material for concrete curing and method of preparation thereof
JP2014015784A (en) * 2012-07-10 2014-01-30 Techno Pro Kk Form panel for concrete
CN203097276U (en) * 2013-02-26 2013-07-31 中国十七冶集团有限公司 Electric-heating heat preservation formwork
CN203145016U (en) * 2013-03-22 2013-08-21 中国水电顾问集团贵阳勘测设计研究院 Device for adjusting temperature difference between inside and outside of concrete
CN203475819U (en) * 2013-09-16 2014-03-12 东海建设集团有限公司 Combined construction formwork
CN104499716A (en) * 2014-12-11 2015-04-08 中交第一公路工程局有限公司 Insulation device for concrete winter construction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3129962A1 (en) * 2021-12-06 2023-06-09 Sateco Formwork panel comprising a hot air supply opening, assembly of a formwork panel and a heating system and method of heating.

Also Published As

Publication number Publication date
CN105715040A (en) 2016-06-29

Similar Documents

Publication Publication Date Title
CN105715040B (en) A kind of concrete temperature control template and its application method
CN110259165A (en) A kind of mass concrete self-loopa temperature control maintaining system and maintenance process
CN105669246B (en) A kind of underground sidewall structure concrete thermal cracking Bracking-resistant method
CN104652835B (en) A kind of combination beam wet seam winter construction electric tracing thermal insulation method
CN107816044A (en) A kind of dumbbell shape structure Concreting of Large Volume Bearing Platform method for controlling crack
CN208633115U (en) The direct cooling device of compressed air throttle effect based on mass concrete maintenance
CN208633113U (en) Based on the direct self-insulation system of severe cold area concreting in cold weather
CN213198119U (en) Quick maintenance bench formwork of assembled concrete prefabricated part
CN106285004A (en) Aluminum alloy formwork system teletostage comprehensive accumulation of heat construction technology
CN113818445A (en) Cooling control method and circulating cooling system for mass concrete structure in water body
CN213267517U (en) Bridge segment CRTS III plate type ballastless track winter construction temperature control equipment
CN208668990U (en) Based on the indirect self-insulation system of severe cold area concreting in cold weather
CN109372254B (en) Temperature control template assembly for pouring large-volume concrete wall
CN211736018U (en) double-Z-shaped heat-bridge-free self-insulation building block
CN110397185A (en) A kind of low energy consumption assembly heat-insulation wall plate and its manufacturing method
CN207159822U (en) A kind of bridge pier mass concrete temperature regulating device
CN107010993A (en) Cooling system for mass concrete
CN206737426U (en) Hot environment lower concrete pouring building mould servicing unit
CN111962341A (en) Temperature control method for winter construction of bridge segment CRTS III plate type ballastless track
CN209289503U (en) A kind of prefabricated simple supported box beam template of Winter protection heating
CN208586528U (en) A kind of cored slab simply supported beam casting concrete cooling device
CN206287302U (en) A kind of die assembly
CN203049861U (en) Novel insulating superimposed sheet
CN110359457A (en) A kind of external insulation heating system for mass concrete
CN206999269U (en) A kind of efficient maintenance device of PC components

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
CP02 Change in the address of a patent holder
CP02 Change in the address of a patent holder

Address after: 210008 No. 12, Beijing West Road, Gulou District, Nanjing City, Jiangsu Province

Patentee after: SOBUTE NEW MATERIALS Co.,Ltd.

Address before: 211100 No. 118 Liquan Road, Jiangning District, Nanjing City, Jiangsu Province

Patentee before: SOBUTE NEW MATERIALS Co.,Ltd.

CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171124