This invention relates to machines for producing concrete pipe and other similar concrete products.
There are known and used in the industry numerous designs of machines for producing concrete pipe and other similar products. Some of these machines are single station machines, while others are multiple station machines. The latter type machines generally have three stations at which the basic cycles of filling, pressure-heading and stripping are simultaneously performed. At the first station, a jacket with a removable pallet secured to its lower end is lowered over a core, creating an annular space between the core and jacket which is then filled with concrete at the filling station. At the pressure heading station, a pressure head is lowered onto the top of the form to compact the concrete. At the third station, the jacket and pallet together with the now-formed concrete pipe is stripped form the core and moved to the curing area. The jacket is then released from the pallet and lifted from the now-formed pipe. A new pallet is then added to the jacket and the form is returned to the filling station and lowered over the core. The common technique for making concrete pipe is known as dry cast which produces a pipe of excellent quality at much higher production rates than the wet cast process. In dry cast, a dry mix is compacted and the pipe is removed promptly after the concrete is set but before the concrete is completely cured. An example of dry cast techniques used in making concrete pipe is shown in Schmidgall et al U.S. Pat. No. 4,356,628.
Concrete pipe are sometimes manufactured with a plastic liner that provides increased resistance to corrosion and deterioration from various chemicals in and gases emitted from liquids flowing through the pipe. The plastic material used for lining concrete pipe is extruded in a sheet form and is typically provided with T-shaped ribs that project outwardly from one side. These T-shaped ribs become embedded in the concrete during the pipe making process, and when the concrete is set, an excellent bond is created between the liner and the finished pipe. However, it is not uncommon for the T-shaped ribs of the liner to pull out away from the concrete during the casting process. This occurs in the dry cast process because the concrete is set but not completely cured when the product is stripped from the core. Not infrequently, this results in a bulge or pullout because of the friction that is created between the liner and the core when the core is removed. Moreover, when the dry cast process takes place using a rigid non-collapsing shape of core, it is also difficult to place the liner over the core because the liners are large and flexible and pre-formed into a tube that must fit tightly over the core. In an attempt to overcome the problems of pullout and bulging in the plastic liner that may occur when a rigid non-collapsible core is used, collapsible and expandable inner cores have been developed and are typically used in the dry cast method. When collapsible cores are used, the core is collapsed to allow the liner to more easily be placed over the core after which the core is expanded and the pipe is cast. The core is then collapsed to permit easy removal of the finished concrete pipe. An example of a pipe making machine for making lined pipe using a collapsible core of this type is shown in Schmidgall U.S. Pat. No. 5,720,993.
At the present time, the core is placed on a pallet at a setup area, and the plastic liner is manually placed over the core. The jacket is then lowered over the core with the liner in place. Then, this core-pallet-jacket module is transported to the pipe making machine to be filled with concrete. After being filled with concrete, the module is moved to the pressure heading station, where the pressure header is lowered to compact the concrete. As this step in the process is performed, the header will bear against the core to center it with respect to the jacket. However, during this pressure heading step, it is possible for the header to snag the plastic liner, and as the header is moved into position, the header may also scrape against the liner and damage it. If the damage is not repaired, the pipe will be defective, because when the pipe sections are assembled in the field, the interior concrete surface of the pipe at the point of the damage will be exposed to the chemicals in the liquid flowing through the pipe. Therefore, the damage must be repaired manually by hot air welding a plastic patch over the damaged area. Obviously, this type of repair is a time consuming and difficult process because a worker has to work inside the pipe to make the repair. In producing pipe with plastic liners, some pipe manufacturers use the same standard-size headers that are designed for producing pipe without plastic liners. In this case, the liner is not contacted by the header and must be cut short since the inside diameter of the header is too small to pass over the liner. When lined pipe produced in this manner are installed in the field, there is a gap in the liner where two sections of pipe are joined. This gap must be covered by a wide annular band of plastic that is hot-air welded around both edges of the liners of the adjoined pipe sections. This is a difficult job because a worker now has to crawl inside the pipe to the area where two sections are joined and apply the band. To make this job easier, many manufacturers will use headers having an inside diameter large enough to slip over the liner, the end of which will now extend through the header and beyond leaving a flap of the liner long enough to extend over the liner of an adjoining pipe section when they are assembled in the field. Although the liner must still be hot-air welded along one edge, the flap eliminates the necessity of an annular band requiring two edges to be welded to adjoining pipe sections. However, because the header must now pass over the end of the liner during the pressure heading step, the header must be guided over the liner to prevent snagging with resulting damage to the liner. At the present time, the header is guided over the liner by two or more production workers each using a tool, such as a trowel, to guide the header. Obviously, this requires additional labor and slows down the pipe making process. Therefore, there is a need for an improved way of protecting the liner from damage during the pressure heading step in the pipe making process.
It is therefore the principal object of the invention to provide a method and structure for protecting the plastic pipe liner during the pressure heading step of making the pipe, and thereby produce a finished product of higher quality while also increasing the productivity of the pipe making process and reducing the cost of producing the pipe.
The machine of the invention accomplishes the foregoing object by adding at the filling station the plastic liner and then putting in place a plurality of spaced-apart, removable L-shaped plates around the top edge of the core, one leg of the plates extending inside the core with the other leg extending downwardly over the top edge of the liner. The plates are removably held in place by use of a clamping device, such as a vise-grip, for example. During the pressure heading step, the downwardly extending legs of the plates serve as ‘shoehorns’ to guide the pressure header over the top of the liner and prevent damage to it. In addition, the plates will assist in centering the core within the jacket. When the pressure heading step is completed, a flap at the end of the liner will extend beyond the header, and when the pipe sections are assembled in the field, the flap will overlap the liner in the adjoining pipe section and simplify the completion of the joint. The pipe making machine of the invention thus provides for minimizing damage to the pipe liner during the pipe making process and simplifies the process resulting in increased production output with no increase in manpower. The invention also provides for easy adaptation of existing machines to utilize the features of the invention.
In the drawings, there is shown a typical pipe making machine of the dry cast type. The machine shown is a multi-station machine in which a form set is moved by a turntable around the three stations where the pipe making process takes place. However, it should be understood that the form set can be stationary and the equipment for carrying out the process moved over the form set in proper sequence. Referring now to the drawings, and particularly to
As best seen in
In addition to the foregoing components, as is well known to those skilled in the art, the complete pipe making machine has an overhead beam supported on a suitable overhead tram (not shown) so that the beam can be moved up and down and to different positions. This provides for placement of a form set in the filling station 20 and then removing it from the offbear station 24 and transferring it to a curing area.
Referring now to
As is well known to those skilled in the art, in most instances, a setup area is provided where a wire cage of reinforcing steel (not shown) is first positioned around the core 40 which is resting on a pallet 38. Each core 40 consists of a vertical cylindrical tube 42 that is preferably hollow. When producing lined pipe, collapsible cores are used which allows a plastic liner 50 to more easily be placed over the tube 42 of the core 40 after which the tube is expanded and the pipe is cast. An example of a collapsible core for a pipe making machine for making lined pipe is shown in Schmidgall U.S. Pat. No. 5,720,993. With the core 40 resting on the pallet 38 and in a collapsed condition inside the wire cage, the plastic liner 50 is then manually placed over the core 40 and the core 40 is expanded.
Referring now to
A jacket, indicated generally by the reference numeral 46, is provided to complete the form set. Each jacket 46 is a hollow, generally cylindrical tube the inside diameter of which is greater than the outside diameter of the corresponding core 40 thus creating an annular space 32 between each jacket 46 and each corresponding core 40 that is the thickness of the wall of the pipe to be produced. As is customary with machines of this type, the jacket 46 is lowered over the core 40 and attached to the pallet 38. The attachment mechanism consists generally of releasable locking lugs 48 (
At the fill station 20, there is provided a hopper 72 and a conveyor 74 at the outer end of which is a fill chute 76 that can be moved into position over the completed form set during the filling cycle. Once the module has been filled with concrete, it is moved by the turntable 10 to the pressure head station 22 of the pipe making machine.
Referring now to
After the pressure heading step is completed, the turntable 10 is rotated to move the module to the off bearing and stripping station 24. The module, consisting of the pallet 38, core 42 and jacket 46 together with the product, is then transported to the curing area where the pallet 38 are released from its connection to the jacket 46, and the jacket 46 is then stripped from the now finished pipe and moved to the setup area for reuse. After an adequate time for the concrete pipe to set, the core 40 is collapsed and the jaws 66 of the clamping device 58 are released allowing removal of the L-shaped plates 56. Each plate 56 has a ring 82 (
Having thus described the invention in connection with the preferred embodiments thereof, it will be evident to those skilled in the art that various revisions can be made to the preferred embodiments described herein without departing from the spirit and scope of the invention. It is our intention, however, that all such revisions and modifications that are evident to those skilled in the art will be included within the scope of the following claims.
Number | Name | Date | Kind |
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3900179 | Mocny et al. | Aug 1975 | A |
3967806 | Strickland et al. | Jul 1976 | A |
4708621 | Schmidgall et al. | Nov 1987 | A |
5005801 | Giarrocco et al. | Apr 1991 | A |
5522579 | Rock | Jun 1996 | A |
5720993 | Schmidgall | Feb 1998 | A |
Number | Date | Country | |
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20100178373 A1 | Jul 2010 | US |