This application claims benefit of the filing date of FI 20135731, filed 4 Jul. 2013, the contents of which are incorporated herein by reference for all purposes.
1. Field
The present disclosure relates to casting of prefabricated concrete products with a substantially horizontal slipform casting process, where the concrete mix is fed at least in one step though a limited cross-section moving progressively along with the cast.
2. Description of Related Art
Several different slipform casting methods and devices are known in the art. The two main slipform casting methods for casting concrete products are extruder and slipformer methods. In the extruder method concrete mix is fed in a single feeding stage from a concrete mass container to feed screws which feed screws extrude the concrete mix to a slipform casting mold defined by upper surface of a casting bed and side and top plates of a casting machine. When casting hollow core slabs, the feed screws are followed by core forming mandrels forming the cores in form of longitudinal voids in the concrete product to cast. The compacting of the concrete product to be cast is achieved by vibrating and/or leveling motion of the side and top plates, and the forming of the cores is secured by back-and-forth compacting motion of an entity formed of the feed screw and the attached core mandrel. The casting machine moves along the casting bed driven by reaction force from the feed screws extruding the concrete mass and optionally with an additional drive motor. The ready cast product remains on the casting bed as the casting progresses.
In the slipformer casting method concrete mix is fed in at least two feeding stages from a concrete mass container to a slipform casting mold. In the first feeding stage concrete mass is fed to a lower portion of the casting mold formed by a top surface of a casting bed and side plates of a casting machine. The first feed stage of concrete mix is followed by vibrating shoes and core forming mandrels that by vibrating the concrete mix compacts the cast concrete mix and form the final shape of the lower part of the concrete product to be cast. In the second feeding stage concrete mix is fed onto the end portions of the core forming mandrels and on the previously cast concrete mix for casting the upper portion of the product to be cast, after which the concrete mix is compacted with a vibrating plate defining the upper surface of the slipform casting mold and located at the rear part of the casting machine. The ready cast product remains on the casting bed as the casting progresses.
Slipform casting is generally used for casting long products with uniform cross-section, such as massive or hollow core slabs, which are cut to predefined lengths after the concrete is cured.
Patent publication EP 1 843 882 B1 discloses a slipform casting method and apparatus for casting concrete products with cores, where the thickness of the cast concrete product can be changed by changing the height of the core forming mandrel and the location of the top plate of the slipform casting mold during the casting process. The disclosed apparatus may also be used to cast products with different thicknesses.
In concrete hollow core slabs thickness of the webs between the cores is one of the main features defining a shear stress capacity for the slab, especially in the end areas of the slab, which end areas are generally used for providing support for the slab in buildings.
The thickness of the webs between the cores is thus dimensioned based on the maximum shear stresses affecting the end areas of the slab. These maximum shear stresses do not affect the central area of the slab, but since the core forming members forming the hollow cores and the webs in the slab cannot be changed in slipform casting machines during the casting process, the webs have uniform thickness throughout the cast slab. This causes increased weight and decreased load capacity, for example, for the slabs.
One known solution for increasing the strength of the end areas of a hollow core slab is to fill the ends of the cores with concrete mass after the slipform casting process and thus add concrete in the critical areas of the slab. This however increases the use of concrete mass and slows down the manufacturing process.
In embodiments of the present invention the width of cores, and thus also thickness of the webs between the cores, is changed in a slipform casting process by changing the width of core forming member(s) during casting. This allows casting thicker webs in the end areas of hollow core slabs, which increases durability against shear stresses of these areas, and the middle area or portion of the slab may be cast with thinner webs, which decreases the weight of the slab and use of concrete mass in the casting process.
In embodiments of the present invention the height of the core forming member may advantageously also be changed during the slipform casting process. This allows the whole cross-section of the cores to be changed during the casting process to optimize the best cross-sectional area of the cores for each section of the slab to be cast.
Advantageously the width and/or height of the core forming member are changed only on part or portion of the length of the core forming member. This allows the upstream end of the core forming member to substantially maintain its height and width during the casting process and only the width and/or height of the downstream end of the core forming member is changed with suitable gradual increase or decrease of these dimensions along the length of the hollow core forming member, for example.
Alternatively a section or portion of the length of the core forming member is provided at the upstream end of the core forming member, which section has fixed unchangeable cross-section. This section advantageously provides a fixing point for fixing the width and/or height changeable section or portion of the core forming member to the casting machine.
The embodiments of the present invention are advantageously used in extruder-type casting methods and apparatuses, where concrete mass is fed through a slipform casting mold in form of a restricted cross-section progressing along the cast with at least one feed screw, and the core forming member is connected at the downstream end of the feed screw. In this extruder-type casting process concrete mass is advantageously fed through the slipform casting mold in only one feeding stage.
In embodiments of the present invention the casting distance the slipform casting process and apparatus has proceeded may be measured, and this measurement data may be used to control the changing of the width and/or height of the core forming member so that correct cross-section of the core may be cast in correct portions and sections along the hollow core slab. This may be done with an automatic control system of the slipform casting machine following and measuring the distance cast with the machine, and based on this measurement data and design data of the slab to be cast input in the automatic control system, the automatic control system changes the width and/or height of the core forming member(s) at determined points of the slipform casting process.
The changing of the width and height of the core forming member of the invention may be implemented with suitable electrical, pneumatic or hydraulic means, with suitable cylinders or other linear movement devices for example, located advantageously inside the core forming member. These means are advantageously used to move surface parts forming the outer surface of the core forming member, which surface parts there are at least two, preferably at least four, for changing the outer dimensions of the core forming member on at least part of the length of the core forming member.
The embodiments of the present invention also relate to a core forming member of a slipform casting machine for casting concrete hollow core products, which core forming member comprises at least two surface parts forming the outer surface on the length of the core forming member, and means for changing the distance between the at least two surface parts for changing the width of the core forming member.
The features defining a method according to embodiments of the present invention are more precisely presented as a method for casting a hollow core concrete product with a substantially horizontal slipform casting process, where concrete mass is fed at least in one feeding stage through a limited cross-section (5, 6, 7) moving progressively along with the cast, and at least one core is formed in the concrete product to be cast with a core forming member (4), characterized in that the thickness of webs between the cores of the product to be cast are changed during the slipform casting process by changing the width of the at least one core forming member (4).
The features defining an apparatus according to embodiments of the present invention are more precisely presented as an apparatus (1) for casting a hollow core concrete product with a substantially horizontal slipform casting process, the apparatus comprising a slipform mold (5, 6, 7) defining a limited cross-section for the product to be cast, means (2) for feeding concrete mix through the slipform mold at least in one feeding stage, and at least one core forming member (4), characterized in that the apparatus (1) comprises means (4a, 4b, 11) for changing the width of the at least one core forming member (4) during the slipform casting process.
The features defining a core forming member according to embodiments of the present invention are more precisely presented as core forming member (4) of a slipform casting machine (1) for casting concrete hollow core products, which core forming member comprises at least two surface parts (4a, 4b) forming the outer surface on the length of the core forming member, characterized in that the core forming member (4) comprises means (11) for changing the distance between the at least two surface parts (4a, 4b) for changing the width of the core forming member.
Exemplifying embodiment of the invention and its advantages are explained in greater detail below in the sense of example and with reference to accompanying drawings, where
In the position of
In the position of
In the position of
In the embodiment of
In the embodiment of
The specific exemplifying embodiments of the invention shown in figures and discussed above should not be construed as limiting. A person skilled in the art can amend and modify the embodiments of the core forming member of the invention described above, for example, in many evident ways within scope of attached claims. Thus the invention is not limited merely to the embodiments described above.
Number | Date | Country | Kind |
---|---|---|---|
20135731 | Jul 2013 | FI | national |
Number | Name | Date | Kind |
---|---|---|---|
1480010 | Roberts | Jan 1924 | A |
2359471 | Ewing | Oct 1944 | A |
3951376 | Berndt | Apr 1976 | A |
4131670 | Abate | Dec 1978 | A |
4272230 | Abate | Jun 1981 | A |
4674971 | Kankkunen | Jun 1987 | A |
4755338 | Harala | Jul 1988 | A |
20030151153 | Jarvinen | Aug 2003 | A1 |
20080111279 | Jarvinen | May 2008 | A1 |
Number | Date | Country |
---|---|---|
12000065 | Nov 1998 | CN |
201633105 | Nov 2010 | CN |
0152166 | Aug 1985 | EP |
1843882 | Mar 2006 | EP |
1775088 | Apr 2007 | EP |
2291332 | Oct 1975 | FR |
540823 | Oct 1939 | GB |
798231 | Jul 1958 | GB |
2006072664 | Jul 2006 | WO |
Entry |
---|
Sep. 12, 2016, Office Action issued for related Chinese application. |
Finnish Search Report for Patent App. No. 20135731. |
Chinese Office Action dated Apr. 6, 2016 in corresponding Chinese Patent Application No. 201410315667.0. |
European Search Report for corresponding Application No. 14171914.6-1703 dated Oct. 11, 2014. |
Number | Date | Country | |
---|---|---|---|
20150008606 A1 | Jan 2015 | US |