EP1967669A1 - Formwork member, formwork, pouring and curing plant and related method for making building elements - Google Patents
Formwork member, formwork, pouring and curing plant and related method for making building elements Download PDFInfo
- Publication number
- EP1967669A1 EP1967669A1 EP07425138A EP07425138A EP1967669A1 EP 1967669 A1 EP1967669 A1 EP 1967669A1 EP 07425138 A EP07425138 A EP 07425138A EP 07425138 A EP07425138 A EP 07425138A EP 1967669 A1 EP1967669 A1 EP 1967669A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- formwork
- heating
- pouring
- members
- curing
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 55
- 238000000034 method Methods 0.000 title description 9
- 238000010438 heat treatment Methods 0.000 claims abstract description 43
- 239000004567 concrete Substances 0.000 claims abstract description 17
- 238000001723 curing Methods 0.000 claims description 23
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 9
- 239000012530 fluid Substances 0.000 claims description 8
- 239000007798 antifreeze agent Substances 0.000 claims description 5
- 239000007788 liquid Substances 0.000 claims description 5
- 239000000203 mixture Substances 0.000 claims description 5
- 239000011232 storage material Substances 0.000 claims description 4
- 238000004891 communication Methods 0.000 claims description 2
- 238000012546 transfer Methods 0.000 claims description 2
- 230000035800 maturation Effects 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 2
- 239000013078 crystal Substances 0.000 description 2
- 230000036571 hydration Effects 0.000 description 2
- 238000006703 hydration reaction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- 239000004793 Polystyrene Substances 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 229910052802 copper Inorganic materials 0.000 description 1
- 239000010949 copper Substances 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 238000001704 evaporation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 230000001131 transforming effect Effects 0.000 description 1
Images
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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/10—Forming or shuttering elements for general use with additional peculiarities such as surface shaping, insulating or heating, permeability to water or air
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
- E04G17/0651—One-piece elements
- E04G17/0652—One-piece elements fully recoverable
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
Definitions
- the present invention is related to a formwork member, and to a formwork obtained by assembling such member as well, a plant for the pouring and the curing using said formwork for making building elements as wall, basements, pillars etc.
- the maturation consists in a chemical reaction of hydration: water reacts with the cement transforming the concrete grains in crystals which, interacting with each other, cure the element.
- the concrete need to breath, because the hydration process is an exothermic reaction causing the water evaporation from the liquid concrete.
- the weather conditions, in this phase, are fundamental because too low temperatures may produce ice crystals in the structure which, once melted, may weaken the resulting structure.
- additives may be used in the concrete, but it is not desirable to not condition the concrete composition according to the weather. Further, the harshness of the climate may slow down the maturation process and influence the humidity content within the concrete.
- the technical problem at the root of the present invention is to provide a formwork member and hence a formwork and a related method of poring and curing allowing to obviate to the drawback mentioned with reference to the prior art.
- the main advantage of the formwork member according to the present invention lies in allowing a temperature control of the maturation process, releasing it from the formwork external temperature.
- the present invention is also related to a pouring and curing method, wherein the concrete is poured in a formwork carried out by formwork member as above defined, and wherein the heating layer of the formwork member is heated at least to a temperature of 70°C.
- said heated layer is heated since 90 minutes after the curing starting, but preferably not later than 12 minutes.
- a pouring and curing plant for the making of a building element comprises one or more formworks carried out by formwork members as above defined, and heating means of the heating layer of said formwork members.
- a formwork including formwork members according to the preferred embodiment of the present invention is indicated 1 as a whole. It encloses a wall 2 in reinforced concrete and comprises opposing formwork members 3 to form a shell.
- Each formwork member 3 comprises a framework 4 made of steel tubular members, supporting the body or the panel of the member, substantially plate-shaped.
- the formwork member 3 comprises an insulating layer 5 made of an appropriate material, e.g. polyurethane or polystyrene with a suitable thickness, for example 40 mm.
- the formwork member 3 further comprises a heating layer 6, adjacent to said insulating layer 5.
- the insulating layer 6 is the first layer placed substantially adjacent to the concrete curing
- the insulating layer 5 is the second layer placed at the exterior of said first heated layer.
- the heating layer 6 is embodied by a pair of parallel sheets 7 enclosing heating members 8.
- the sheets 7 are kept at a constant distance by spacing members 9, constituted by tubular sections longitudinally extending with respect to the heating layer 6.
- the heating members 8 are carried out by pipes run through by a heating liquid, made of metal, preferably copper. It is understood that the heating members 8 are in thermal transfer communication with the concrete, the pipes being in contact with the steel sheet 7 which is in contact with the concrete.
- the pipes are electrically insulated to not create dielectric bridges.
- the sheet steel will be appropriately selected to allow the reuse of the formwork member.
- the gap between the sheets 7 is suitably filled up with a thermal storage material, for example water-based, i.e. a mixture of water antifreeze agent, in appropriate proportions, e.g. 65%-35%.
- a thermal storage material for example water-based, i.e. a mixture of water antifreeze agent, in appropriate proportions, e.g. 65%-35%.
- the formwork 1 further comprises tie members 10 keeping the formwork members 3 in their position and crossing the above layers 5, 6, with nut-and-bolt works placed at the insulating layer 5. External posts 12 are also provided.
- the framework 1 comprises a rectangular-shaped frame 20, with horizontal tubular sections supporting said layers 5, 6.
- the pipes 8 extend between a pair of manifolds, delivery 21 and receiving 22.
- the pipes can be coupled in parallel or in series, with a coil configuration.
- a pouring and curing plant pf a building element comprises formworks as previously described, with framework members comprising heating members forming distinct thermal circuits indicated as A, B, C and D.
- circuits are supplied with a heating fluid through a heat generator, a delivery conduit 31 and a return conduit 32.
- the fluid circulation is driven by a station 33 having a circulation pump and a possible storage reservoir 34 constituting a fluid supply.
- Said heat generator 30 is embodied by a boiler and constitutes heating means of said heating layers 5.
- the fluid is a heat-carrier fluid suitable to this task. It can be water or comprise a mixture of water and an antifreeze agent, in suitable proportions, e.g. 65%-35%. A conventional antifreeze agent can be used.
- the plant At the delivery conduit, the plant comprises a first delivery valve 36, a relief valve 40, a delivery thermometer 39.
- the plant At the return conduit, the plant comprises a return thermometer 38, a by-pass valve 37 and a discharge valve 35.
- circuits in which the plant is sub-divided are coupled in parallel, to minimize the temperature difference between the delivery and the return conduits.
- the heating fluid into the heating members 8 is kept at a temperature of at least 80°C, preferably within the range 80°-90°C.
- the concrete quickly acquires its own compression strength in a reduced time, even two days.
- the heating can be maintained for a period of 24 hours, in any case at least 8 hours.
- the heating members can be made by electrical heater or by a hot-air circulation system in a gap within the heating layer.
- the above described ducts 8 may be replaced by paths formed by leaves transversal to the sheets 7.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
Description
- The present invention is related to a formwork member, and to a formwork obtained by assembling such member as well, a plant for the pouring and the curing using said formwork for making building elements as wall, basements, pillars etc.
- In the building art, formworks are known since ancient times ; the function thereof is to contain and shape cement-based material to achieve the curing or the maturation thereof, so allowing the making of a building element.
- The maturation consists in a chemical reaction of hydration: water reacts with the cement transforming the concrete grains in crystals which, interacting with each other, cure the element.
- In the maturation, the concrete need to breath, because the hydration process is an exothermic reaction causing the water evaporation from the liquid concrete. The weather conditions, in this phase, are fundamental because too low temperatures may produce ice crystals in the structure which, once melted, may weaken the resulting structure.
- To obviate to these problems, additives may be used in the concrete, but it is not desirable to not condition the concrete composition according to the weather. Further, the harshness of the climate may slow down the maturation process and influence the humidity content within the concrete.
- In the state of the art, formworks are known whose members comprise an insulating layer to keep the internal heat of the maturing building element, but they do not solve the above problem in a completely satisfactory manner.
- The technical problem at the root of the present invention is to provide a formwork member and hence a formwork and a related method of poring and curing allowing to obviate to the drawback mentioned with reference to the prior art.
- Such a problem is solved by a formwork member as above specified, comprising:
- * a first heating layer, placed substantially adjacent to the curing concrete; and
- * a second insulating layer, placed at the exterior of said first heating layer.
- The main advantage of the formwork member according to the present invention lies in allowing a temperature control of the maturation process, releasing it from the formwork external temperature.
- According to the same inventive principle, the present invention is also related to a pouring and curing method, wherein the concrete is poured in a formwork carried out by formwork member as above defined, and wherein the heating layer of the formwork member is heated at least to a temperature of 70°C.
- In a preferred embodiment of the above method, said heated layer is heated since 90 minutes after the curing starting, but preferably not later than 12 minutes.
- Always according to the invention, a pouring and curing plant for the making of a building element comprises one or more formworks carried out by formwork members as above defined, and heating means of the heating layer of said formwork members.
- The present invention will be described hereinafter, according to a preferred embodiment thereof, given with exemplificative and non limitative purpose in connection with the annexed drawings wherein:
- *
Figure 1 shows a front view of a formwork member according to the invention; - *
Figure 2 shows an elevation cross-sectional view of a formwork involving members of the preceding figure, with a building element curing; and - *
Figure 3 schematically depicts a pouring and curing plant according to the invention. - With reference to
figures 1 and2 , a formwork including formwork members according to the preferred embodiment of the present invention is indicated 1 as a whole. It encloses awall 2 in reinforced concrete and comprisesopposing formwork members 3 to form a shell. - Each
formwork member 3 comprises aframework 4 made of steel tubular members, supporting the body or the panel of the member, substantially plate-shaped. Theformwork member 3 comprises aninsulating layer 5 made of an appropriate material, e.g. polyurethane or polystyrene with a suitable thickness, for example 40 mm. - The
formwork member 3 further comprises aheating layer 6, adjacent to saidinsulating layer 5. Considering theformwork 1 with respect to the building element in production, theinsulating layer 6 is the first layer placed substantially adjacent to the concrete curing, and theinsulating layer 5 is the second layer placed at the exterior of said first heated layer. - The
heating layer 6 is embodied by a pair of parallel sheets 7 enclosingheating members 8. The sheets 7 are kept at a constant distance by spacing members 9, constituted by tubular sections longitudinally extending with respect to theheating layer 6. - In the present embodiment, the
heating members 8 are carried out by pipes run through by a heating liquid, made of metal, preferably copper. It is understood that theheating members 8 are in thermal transfer communication with the concrete, the pipes being in contact with the steel sheet 7 which is in contact with the concrete. - However, the pipes are electrically insulated to not create dielectric bridges.
- The sheet steel will be appropriately selected to allow the reuse of the formwork member.
- The gap between the sheets 7 is suitably filled up with a thermal storage material, for example water-based, i.e. a mixture of water antifreeze agent, in appropriate proportions, e.g. 65%-35%.
- The
formwork 1 further comprisestie members 10 keeping theformwork members 3 in their position and crossing the 5, 6, with nut-and-bolt works placed at the insulatingabove layers layer 5.External posts 12 are also provided. - With reference to
figure 1 , theframework 1 comprises a rectangular-shaped frame 20, with horizontal tubular sections supporting said 5, 6.layers - Inside the
heating layer 6, thepipes 8 extend between a pair of manifolds,delivery 21 and receiving 22. The pipes can be coupled in parallel or in series, with a coil configuration. - With reference to
figure 3 , a pouring and curing plant pf a building element comprises formworks as previously described, with framework members comprising heating members forming distinct thermal circuits indicated as A, B, C and D. - These circuits are supplied with a heating fluid through a heat generator, a
delivery conduit 31 and areturn conduit 32. The fluid circulation is driven by astation 33 having a circulation pump and apossible storage reservoir 34 constituting a fluid supply. - Said
heat generator 30 is embodied by a boiler and constitutes heating means of saidheating layers 5. - In the present embodiment, the fluid is a heat-carrier fluid suitable to this task. It can be water or comprise a mixture of water and an antifreeze agent, in suitable proportions, e.g. 65%-35%. A conventional antifreeze agent can be used.
- At the delivery conduit, the plant comprises a
first delivery valve 36, arelief valve 40, adelivery thermometer 39. At the return conduit, the plant comprises areturn thermometer 38, a by-pass valve 37 and adischarge valve 35. - It is understood that the circuits in which the plant is sub-divided are coupled in parallel, to minimize the temperature difference between the delivery and the return conduits.
- In the pouring and curing method according to the invention, the heating fluid into the
heating members 8 is kept at a temperature of at least 80°C, preferably within the range 80°-90°C. - Some tests allowed to understand that the curing process is optimized if the heating fluid is circulated at least 90 minutes after the pouring, preferably after a time period within the range 90-120 minutes.
- In this way, the concrete quickly acquires its own compression strength in a reduced time, even two days. The heating can be maintained for a period of 24 hours, in any case at least 8 hours.
- It is understood that the above heating can be carried out through different techniques with respect to the above, without departing from the base inventive concept.
- For example, the heating members can be made by electrical heater or by a hot-air circulation system in a gap within the heating layer.
- According to a variant, the above described
ducts 8 may be replaced by paths formed by leaves transversal to the sheets 7. - To the above described formwork member, formwork, pouring and curing plant and method a skilled man, to achieve further and contingent needs, may introduce several additional variants and modifications, however all of them falling within the protection scope of the present invention, as defined in the appended claims.
Claims (19)
- Formwork member (3) comprising:* a first heating layer (6), placed substantially adjacent to the curing concrete (2); and* a second insulating layer (5), placed at the exterior of said first heating layer (6).
- Formwork member (3) according of claim 1, wherein the heating layer (6) is embodied by a pair of parallel sheets (7) enclosing heating members (8) .
- Formwork member (3) according of claim 2, comprising thermal storage material between said pair of sheets (7).
- Formwork member (3) according of claim 3, wherein said thermal storage material is water-based.
- Formwork member (3) according of claim 4, wherein said thermal storage material is a mixture of water and antifreeze agent.
- Formwork member (3) according of claim 2, wherein the heating members (8) are made by pipes run through by a heating liquid in thermal transfer communication with the concrete.
- Formwork member (3) according of claim 6, wherein the pipes run through by a heating liquid extend between a pair of manifolds (21, 22).
- Formwork member (3) according to any of the preceding claims 2 to 7, wherein the heating members (8) form distinct thermal circuits (A, B, C, D) coupled in parallel.
- Formwork member (3) according of claim 6, wherein the pipes run through by a heating liquid are electrically insulated.
- Formwork member (3) according to any of the preceding claims, wherein a framework (4) is provided, comprising a rectangular-shaped frame (20) with tubular sections supporting said layers (5, 6).
- Formwork (1), assembled by formworks members (3) according to any of the preceding claims.
- Pouring and curing plant for the making of a building element comprising one or more formworks (1) carried out by formwork members (3) according to any of the preceding claims 1 to 10, further comprising heating means (30) of the heating layer (5) of said formwork members (3).
- Pouring and curing plant according of claim 12, wherein said heating means comprises a heat generator (30) with a boiler, connected through a delivery conduit (31) and a return conduit (32) to said heating layers (5).
- Pouring and curing plant according of claim 13, wherein said heat generator (30) is connected to a station (33) with a circulation pump and a storage reservoir (34).
- Pouring and curing plant according to any of the preceding claims 12 to 14, wherein the fluid comprises a mixture of water and antifreeze agent, in suitable proportions.
- Pouring and curing method wherein the concrete is poured in a formwork (1) according to claim 11, wherein the heating layer of the formwork members is heated to a temperature of at least 80°C.
- Pouring and curing method according of claim 16, wherein the heating layer of the formwork members is heated to a temperature within the range 80° to 90°.
- Pouring and curing method according of claim 16 or 17, wherein the heating layer of the formwork members is heated at least 90 minutes after the pouring.
- Pouring and curing method according of claim 16 ○ 17, wherein the heating layer of the formwork members is heated after a period of time within the range of 90 to 120 minutes.
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE602007012336T DE602007012336D1 (en) | 2007-03-09 | 2007-03-09 | Formwork element, formwork, installation for casting and treatment of building elements, and process for their production |
| EP07425138A EP1967669B1 (en) | 2007-03-09 | 2007-03-09 | Formwork member, formwork, pouring and curing plant and related method for making building elements |
| AT07425138T ATE497564T1 (en) | 2007-03-09 | 2007-03-09 | SHELL ELEMENT, FORMWORK, SYSTEM FOR CASTING AND TREATING CONSTRUCTION ELEMENTS, AND METHOD FOR THEIR PRODUCTION |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP07425138A EP1967669B1 (en) | 2007-03-09 | 2007-03-09 | Formwork member, formwork, pouring and curing plant and related method for making building elements |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP1967669A1 true EP1967669A1 (en) | 2008-09-10 |
| EP1967669B1 EP1967669B1 (en) | 2011-02-02 |
Family
ID=38283562
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP07425138A Not-in-force EP1967669B1 (en) | 2007-03-09 | 2007-03-09 | Formwork member, formwork, pouring and curing plant and related method for making building elements |
Country Status (3)
| Country | Link |
|---|---|
| EP (1) | EP1967669B1 (en) |
| AT (1) | ATE497564T1 (en) |
| DE (1) | DE602007012336D1 (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103526923A (en) * | 2013-10-16 | 2014-01-22 | 青岛磊鑫混凝土有限公司 | Concrete formwork with heating function |
| WO2014193792A1 (en) * | 2013-05-28 | 2014-12-04 | Vulcan Intellectual Properties Llc | System, method and apparatus for controlling ground or concrete temperature |
| JP2018204328A (en) * | 2017-06-06 | 2018-12-27 | 大成建設株式会社 | Steel pipe column member for filing concrete and construction method of concrete filled steel pipe member |
| US20190112826A1 (en) * | 2016-06-17 | 2019-04-18 | Ulma C Y E, S. Coop. | Anchor for a Vertical Formwork and Vertical Formwork |
| WO2021204863A1 (en) | 2020-04-07 | 2021-10-14 | Buesser Manuel | Closure member and container comprising the closure member |
| CN113622663A (en) * | 2021-09-09 | 2021-11-09 | 林环周 | Construction template connecting device for constructional engineering |
| FR3114336A1 (en) | 2020-09-22 | 2022-03-25 | Outinord St Amand | HEATED FORMWORK FOR MAKING A CONCRETE STRUCTURE |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU177128U1 (en) * | 2017-10-01 | 2018-02-09 | Федеральное государственное автономное образовательное учреждение высшего образования "Северо-Восточный федеральный университет имени М.К.Аммосова" | Thermoactive formwork shield |
| RU188079U1 (en) * | 2019-02-26 | 2019-03-28 | Федеральное государственное автономное образовательное учреждение высшего образования "Северо-Восточный федеральный университет имени М.К.Аммосова" | Thermoactive formwork shield |
| CN112575682A (en) * | 2020-11-25 | 2021-03-30 | 中建八局第二建设有限公司 | Pier shaft maintenance device that is under construction winter |
| FR3129962B1 (en) * | 2021-12-06 | 2024-03-01 | Sateco Sa | Formwork panel comprising a hot air supply opening, assembly of a formwork panel and a heating system and heating method. |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2602210A (en) | 1945-09-21 | 1952-07-08 | Rumble Roy William | Shuttering for molding concrete walls in situ |
| GB1063738A (en) | 1963-05-29 | 1967-03-30 | Rhodius Delville Sa | Shuttering with heating means |
| DE1917398A1 (en) | 1968-04-05 | 1969-11-13 | Gijsbert Versteeg | Device for the production of concrete elements, in particular wall or floor panels |
| DE2309104A1 (en) | 1973-02-23 | 1974-09-05 | Matthey De L Etang William H | CIRCUIT ARRANGEMENT FOR REGULATING AND MONITORING AN ELECTRICAL HEATING |
| EP0232109A2 (en) | 1986-01-31 | 1987-08-12 | 589576 Ontario Inc. | Panel for concrete formwork |
| US5595171A (en) | 1993-11-29 | 1997-01-21 | Makin; Colin | Apparatus for heating concrete |
| WO1997035071A1 (en) * | 1996-03-20 | 1997-09-25 | Mark Bruckelmyer | Method and apparatus for curing concrete |
| DE102004045052A1 (en) * | 2003-09-15 | 2005-05-25 | Weber, Roland, Dipl.-Ing. | On-site casting facility for producing pre-cast concrete parts has actuator acting upwards and formwork chamber able to be removed from top |
-
2007
- 2007-03-09 EP EP07425138A patent/EP1967669B1/en not_active Not-in-force
- 2007-03-09 DE DE602007012336T patent/DE602007012336D1/en active Active
- 2007-03-09 AT AT07425138T patent/ATE497564T1/en not_active IP Right Cessation
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2602210A (en) | 1945-09-21 | 1952-07-08 | Rumble Roy William | Shuttering for molding concrete walls in situ |
| GB1063738A (en) | 1963-05-29 | 1967-03-30 | Rhodius Delville Sa | Shuttering with heating means |
| DE1917398A1 (en) | 1968-04-05 | 1969-11-13 | Gijsbert Versteeg | Device for the production of concrete elements, in particular wall or floor panels |
| DE2309104A1 (en) | 1973-02-23 | 1974-09-05 | Matthey De L Etang William H | CIRCUIT ARRANGEMENT FOR REGULATING AND MONITORING AN ELECTRICAL HEATING |
| EP0232109A2 (en) | 1986-01-31 | 1987-08-12 | 589576 Ontario Inc. | Panel for concrete formwork |
| US5595171A (en) | 1993-11-29 | 1997-01-21 | Makin; Colin | Apparatus for heating concrete |
| WO1997035071A1 (en) * | 1996-03-20 | 1997-09-25 | Mark Bruckelmyer | Method and apparatus for curing concrete |
| DE102004045052A1 (en) * | 2003-09-15 | 2005-05-25 | Weber, Roland, Dipl.-Ing. | On-site casting facility for producing pre-cast concrete parts has actuator acting upwards and formwork chamber able to be removed from top |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2014193792A1 (en) * | 2013-05-28 | 2014-12-04 | Vulcan Intellectual Properties Llc | System, method and apparatus for controlling ground or concrete temperature |
| CN103526923A (en) * | 2013-10-16 | 2014-01-22 | 青岛磊鑫混凝土有限公司 | Concrete formwork with heating function |
| US20190112826A1 (en) * | 2016-06-17 | 2019-04-18 | Ulma C Y E, S. Coop. | Anchor for a Vertical Formwork and Vertical Formwork |
| US10815683B2 (en) * | 2016-06-17 | 2020-10-27 | Ulma C Y E, S. Coop. | Vertical formwork with tie rod and tie rod anchor |
| US11359391B2 (en) | 2016-06-17 | 2022-06-14 | Ulma C Y E, S. Coop. | Anchor with sealing element for a vertical formwork |
| JP2018204328A (en) * | 2017-06-06 | 2018-12-27 | 大成建設株式会社 | Steel pipe column member for filing concrete and construction method of concrete filled steel pipe member |
| WO2021204863A1 (en) | 2020-04-07 | 2021-10-14 | Buesser Manuel | Closure member and container comprising the closure member |
| FR3114336A1 (en) | 2020-09-22 | 2022-03-25 | Outinord St Amand | HEATED FORMWORK FOR MAKING A CONCRETE STRUCTURE |
| CN113622663A (en) * | 2021-09-09 | 2021-11-09 | 林环周 | Construction template connecting device for constructional engineering |
| CN113622663B (en) * | 2021-09-09 | 2022-08-05 | 林环周 | Construction template connecting device for constructional engineering |
Also Published As
| Publication number | Publication date |
|---|---|
| DE602007012336D1 (en) | 2011-03-17 |
| EP1967669B1 (en) | 2011-02-02 |
| ATE497564T1 (en) | 2011-02-15 |
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