Patent Application
20180133923
This application claims priority of Finnish application FI 20165851 filed on Nov. 14, 2016 the contents of which are incorporated herein by reference.
The present invention relates to casting of prefabricated concrete products used in construction of buildings. More precisely the invention relates to a method and an apparatus for casting prefabricated concrete products with a slipform casting process.
Prefabricated concrete products, such as hollow-core slabs and solid concrete slabs, are conventionally cast by slipform casting on long casting beds as a continuous casting process. The length of said continuous casting process is defined either on the basis of the total length of the elements to be cast, or on the basis of the maximum length of the casting bed. The length of casting beds used in slipform casting can be up to 150-200 m, depending on the size of the element plant. When a slipform casting equipment has cast a continuous slab on a casting bed, the cast concrete mass is allowed to be cured on the casting bed. After the concrete mass has cured, the uniform cast element is cut, generally by sawing, into pieces with predetermined lengths on the basis of the design characteristics of the ready-made elements, and the cut concrete elements are lifted off the casting bed to storage, to wait for transportation to their appointed targets of usage.
Several different slipform casting methods and devices are known in the art. The most common types of 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. One known extruder-type casting machine and method are disclosed in publication EP 2 821 192, for example.
In the slipformer casting method concrete mix is fed at least in two feeding stages from a concrete mass container(s) 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 cast concrete is cured.
The prefabricated slipform cast concrete products are often also provided with pre-tensioning strands, which provides additional strength, and thus increased loadbearing capability, to the concrete products. The slipform cast concrete products are generally used to form horizontal intermediate floor and similar structures in buildings. Slipform cast products can also be formed, in addition to hollow core or massive slabs, as poles, pillars and ribbed slabs, among others.
Different kinds of additional reinforcements and other items, such as lifting loop forming parts and welding plates, can be fixed to the pre-tensioning strands before casting, but this is often time-consuming, and the pressure of concrete mass, especially in extruder-type slipform casting, can move these parts. Thus many of these additional parts are added to the slipform cast concrete product after the casting manually or with different finishing machines.
Further, often the slipform casting mold restricts the addition of reinforcements and other parts to the pre-tensioning strands that extends from the outer surface of the slipform cast product. One solution for this problem is to use a sectional upper surface of the slipform casting mold, of which section can be arranged a suitable distance apart allowing reinforcements and other pieces to pass through the slipform casting mold and thus through whole slipform casting machine. this kind of solution is disclosed in publication EP 3 056 328.
The present invention provides a novel method and apparatus for slipform casting or concrete products, where the addition of reinforcements and other parts to be at least partially embedded into the slipform cast product is implemented before the final compaction of the slipform cast product. This significantly speeds up the manufacturing process since the need for embedding these parts after the concrete product is compacted is eliminated or at least significantly reduced.
In the method of the invention for casting concrete products with a substantially horizontal slipform casting process the concrete mass is fed in at least one feeding stage to a slipform casting mold compacting and defining the product to be cast, and at least one part is embedded in the concrete mass via the upper surface of the product to be cast after the at least one concrete mass feeding stage and before the final compaction of the upper surface of the product to be cast.
The final compaction of the product to be cast is obtained by vibrating motion of compaction beam and troweling motion of side plates. When casting hollow-core slabs additional compaction is obtained from the troweling motion of the hollow core forming tubes. The vibrating compaction motion can be replaced with troweling compaction motion, and vice versa, as well as the combination of troweling and vibration compaction motion may also be used with the surfaces restricting the slipform casting mold.
In an embodiment of the method of the invention the at least one part is embedded only partially in the concrete mass and passes through the slipform casting mold through a gap in the top surface of the slipform casting mold. In this embodiment the top surface of the slipform casting mold comprises two or more section separated by the said gap.
In an embodiment of the method of the invention the at least one part is a reinforcement bar or a lifting loop forming part. Other parts may also be embedded into the product to be cast with the method of the invention, such as a fixing part for a parapet, a fixing part for a bracing utilized during installation of the concrete product, a fixing part for safety gear, or a bushing with inside thread, for example. The material of these parts is typically metal, such as steel, but they may be also made from other strong materials, especially the reinforcement bars, such as basalt fibers or carbon fibers for example.
In an embodiment of the method of the invention the concrete product to be cast is a hollow-core slab, and the at least one part is embedded in the area of the webs between hollow cores.
In an embodiment of the method of the invention the at least one part is embedded in the longitudinal end area of the product to be cast. This allows quick and cost efficient manufacturing of the end reinforced concrete slabs.
In an embodiment of the method of the invention the method is extruder-type or slipformer-type slipform casting method. Different kinds of combinations or variations of the said extruder-type and slipformer-type slipform casting methods may also be used with the present invention.
Further, in an embodiment of the method of the invention the embedding direction of the at least one part is adjustable, so that the parts orientation in the product to be cast can be changed to be suitable for different applications. This allows the embedding of the parts at different positions and orientations in a one and same concrete product to be cast, such as at the end areas of the concrete product to be cast, for example. The changing of the embedding direction can also be dependent on the position of the casting machine on a casting bed or on the casting distance, for example.
The present invention also provides an apparatus for casting concrete products with a substantially horizontal slipform casting process, wherein the apparatus comprises devices for feeding concrete mass in at least one feeding stage to a slipform casting mold compacting and defining the product to be cast, the apparatus further comprising devices for embedding at least one part in the concrete mass via the upper surface of the concrete product to be cast after the at least one concrete mass feeding stage and before the top surface of the slipform casting mold compacting the upper surface of the product to be cast.
In an embodiment of the apparatus of the invention the slipform casting mold comprises a top surface divided in sections, between which sections is provided a gap for allowing a partially embedded part to pass through the slipform casting mold.
In an embodiment of the apparatus of the invention the apparatus comprises hollow-core forming devices, such as hollow-core forming mandrels.
In an embodiment of the apparatus of the invention the embedding direction of the device for embedding the at least one part in the concrete mass is adjustable. This allows the embedding of parts in different positions in a one and same concrete product to be cast by tilting the device for embedding the at least one part during the casting process, such as when casting end reinforced concrete slabs where the angle of the embedded parts is opposite at different ends of the slab, for example. The change of the embedding direction of the device can be implemented to be dependent on the position of the casting machine on a casting bed or on the casting distance, for example.
Further, in an embodiment of the apparatus of the invention the apparatus is an extruder-type slipform casting machine, in which the concrete mass is fed from a concrete mass tank into the slipform casting mold with at least one feeding screw in a single feeding stage, or the apparatus is a slipformer-type slipform casting machine, in which the concrete mass is fed from a concrete mass tank into the slipform casting mold in at least two stages, or the apparatus is a combination of the extruder-type and slipformer-type slipform casting machines.
More precisely the features defining a method according to the present invention are disclosed in claim 1, and the features defining an apparatus according to the present invention are disclosed in claim 7. Dependent claims disclose advantageous features and embodiments of the invention.
Exemplifying embodiments of the invention and their advantages are explained in greater detail below and with reference to the accompanying drawings, where
In
The casting machine 1 comprises an embedding device 9 for embedding parts 10 into the concrete product to be cast. The position of the embedding device 9 can be adjusted by tilting it in relation to the casting machine 1, so that the orientation of the embedded parts 10 may be adjusted in the concrete product to be cast. This tilting preferably takes place around a tilting axis extending horizontally perpendicularly in relation to the casting direction. This allows the embedding of the parts 10 in different positions in a one and same concrete product to be cast by tilting the embedding device 9 during the casting process, such as when casting end reinforced concrete slabs where the angle of the embedded parts is opposite at different ends of the slab, for example. In this solution the tilting of the embedding device can be implemented to be dependent on the position of the casting machine 1 or on the casting distance, for example. The operation and construction of the shown embodiment of the embedding device 9 will be discussed in more detail later in relation to
In order to allow the upper ends of the embedded parts 10 extending above the upper surface of the product to be cast to pass the slipform casting mold, the top compaction beam 6 is formed in sections with gaps between the sections extending in the casting direction through the area of the compaction surface of the beam at the locations of the embedded parts.
In
The casting machine 21 comprises an embedding device 24 for embedding parts 25 into the concrete product to be cast. In this embodiment the embedding takes place after the first concrete mass feeding stage and before the second concrete mass feeding stage. The embedding device 24 is advantageously fixed to the casting machine 21 turnably, so that the orientation of the embedded parts 25 may be adjusted in the concrete product to be cast, such as discussed in relation to the embodiment of
In this embodiment the top surface of the slipform casting mold is also advantageously divided into sections so that when parts 25 are only partially embedded in the product to be cast the portions of the parts extending from the upper surface of the product to be cast can pass through the slipform casting mold.
The magazine 31 is used to store a plurality of parts to be embedded in the product to be cast, and is equipped with means 34 for feeding the parts one by one into the feeding section 32. The means 34 can be implemented with a suitable conveyer belt, for example.
Once the part is fed from the magazine 31 into the feeding section 32, it is transferred with transfer means 35 to the embedding section 33. The transfer means 35 can be implemented with a pusher moved with a hydraulic cylinder, for example.
The part located in the embedding section 33 is then pushed out of the embedding device 9,24 and embedded in the product to be cast at suitable place and to the suitable depth with embedding means 36. These embedding means 36 can be implemented with a pusher moved with a hydraulic cylinder, for example.
The operation of the embedding device 9, 24 is also advantageously controlled by an automatic control system controlling the casting process of the slipform casting machine 1, 21. This enhances the correct positioning of the parts embedded in the product to be cast.
Since in the present invention the parts are embedded into the concrete product before the final compaction of the product is attained, the parts sections located inside the product to be cast can be formed to contain larger sections so that good shape-based attachment and anchoring of the part to the concrete can be obtained. Further, the compaction taking place after the embedding of the part allows also better attachment of the concrete mass to the part at whole of its embedded length.
The material of the parts is generally metal, such as steel, but other high tensile strength materials, such as basalt fiber materials, may be used.
The specific exemplifying embodiments of the invention shown in the figures and discussed above should not be construed as limiting. A person skilled in the art can amend and modify the embodiments in many evident ways within the scope of the attached claims. Thus the invention is not limited merely to these described embodiments.
| Number | Date | Country | Kind |
|---|---|---|---|
| 20165851 | Nov 2016 | FI | national |
