1. Field of the Invention
The present invention relates to the construction of concrete products. In particular the present invention relates to devices for forming holes in hollow concrete manhole casings or concrete jars for receiving steps to enable workmen to enter and exit the interior of the manhole casings or concrete jars.
2. Description of the Related Art
In many construction projects such as roads, sewers, and large buildings, concrete manhole casings are installed to provide access to underground sewers, and tunnels containing water and steam pipes and electrical cables. Such concrete manholes are constructed from concrete reinforced with steel and may be circular or square in cross-section. Commonly, the diameter of such concrete manholes may range from three feet to six feet and the height is selected to extend from the surface of the ground downward to the depth of the tunnel to which access is desired.
Many such concrete manhole casings or concrete jars are pre-cast at a location remote from the construction site and shipped to the site after casting and curing. Such reinforced concrete manhole casings are sometimes referred to in the art and herein as jars or concrete jars.
Commonly, after concrete is poured into a mold to form a jar, after the concrete hardens to the point where the mold can be removed, concrete drills are used to drill holes in the interior walls of the jar to receive steps to enable a workman to enter and exit the jar. Such drilling is slow and difficult, and therefore adds significantly to the cost of the jar. Since the jar is reinforce with steel rod or wire, the drill sometimes strikes the steel and increases the difficulty of drilling holes for receipt of steps.
Exemplary of the related art are the following patents: U.S. Pat. Nos. 5,653,078; 5,174,910; 4,655,318; 4,365,780; 4,241,543; 4,195,709; 4,084,780; 1,093,204; 890,573; Canadian Patent 1,107,543; and Japanese Patent 60019833.
In accordance with the present invention there is provided an insert for placement in a mold for forming a concrete jar to form holes in the interior of the concrete jar for receiving steps and a method for forming holes in the interior of a concrete jar or manhole casing for receiving steps to enable a worker to climb into and out of the concrete jar or manhole casing.
The step insert of the invention has the advantage of being quickly and easily connected to the reinforcing members of the jar.
The step insert of the invention has the additional advantage of being inexpensive.
Referring now to the drawings, and in particular to
Step insert 10 includes two anchors generally indicated by the numeral 12 integrally formed with a frame generally indicated by the numeral 14. Anchors 12—12 are generally cylindrical in shape and have a hollow interior 12a as shown in FIG. 4. Anchors 12—12 are sized to receive studs 16 therein of the step generally indicated by the numeral 18 as shown in FIG. 5. Studs 16 preferably have a plurality of circular ridges thereon as known in the art which are force fitted into the interior of hollow anchors 12 to securely attach studs 16 thereto. Anchors 12—12 preferably have an open conical hollow end portion 20 to enable easy alignment and insertion of stud 16 therein. Anchors 12—12 are connected at their base to solid base plates 12c which close the base to prevent fluid concrete from flowing into the interior 12a of anchor 12 as shown in FIG. 4. Fins 12d may be provided on anchor 12 and base plate 12c to provide increased strength and support for anchor 12.
Frame 14 is generally rectangular in shape and includes a horizontal strut 22 connected to base plates 12c and two parallel vertical legs 24—24 connected to base plates 12c oriented perpendicular to horizontal strut 22 and anchors 12 and preferably formed integrally therewith. Base plates 12c each have a conical pin or fastener 24a aligned with vertical leg 24 at the upper end thereof preferably having a circular ridge 24b at the base thereof. At the bottom end of each of the vertical legs 24—24 is a hollow sleeve or fastener 26. As can be seen in
Concrete jar or manhole casing 28 utilizing the step insert 10 of the invention is shown in
After step inserts 10 are oriented as indicated above, step inserts 10 are preferably tied with tape such as duct tape 31 shown in
Preferably, each leg 24 has a positioning post 25 extending perpendicularly therefrom in the same direction as anchor 12 to assist in orienting the step inserts 10 in mold 30 to locate the conical hollow end portions 20 flush with the interior wall 30a of mold 30 and flush with the face 28a of the interior wall of the concrete jar or manhole casing 28 as shown in FIG. 4. Each positioning post 25 is parallel to the central axis of the anchor 12 located immediately above on vertical leg 24 and is equal in length to the length of anchor 12. Positioning posts 25 are positioned to rest against the interior wall 30a of concrete form or mold 30. Although positioning posts 25 are preferred, if desired, positioning posts 25 could be omitted.
Step insert 10 preferably has two cross beams 34 and 36 for additional strength. Cross beam 34 extends from base plate 12c at the top of one leg 24 to the bottom of the adjacent leg 24 and cross beam 36 extends from base plate 12c at the top of the other leg 24 to the bottom of the adjacent leg 24. Preferably, cross beams 34 and 36 are joined at their midpoint 35. Although cross beams 34 and 36 are preferred, if desired, cross beams 34 and 36 could be omitted.
Preferably, cross beam 34 has a flexible tab 38 extending rearwardly therefrom in the opposite direction as anchor 12 to assist in orienting the step inserts 10 in mold 30 to locate the conical hollow end portions 20 flush with the interior wall 30a of mold 30 and flush with the face 28a of the interior wall of the concrete jar or manhole casing 28 as shown in FIG. 4. The length of tab 38 is selected to enable tab 38 to rest against the interior face of exterior wall 30b of concrete form or mold 30 and bias the conical hollow end portions 20 of anchor 12 flush with the face 28a of the concrete jar or manhole casing 28. Although tab 38 is preferred, if desired, tab 38 could be omitted.
In
Although the preferred embodiments of the invention have been described in detail above, it should be understood that the invention is in no sense limited thereby, and its scope is to be determined by that of the following claims:
Number | Name | Date | Kind |
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890573 | Phelan | Jun 1908 | A |
1093204 | Pitts | Apr 1914 | A |
3974615 | Ditcher | Aug 1976 | A |
4008550 | Kaufman | Feb 1977 | A |
4084780 | Mess | Apr 1978 | A |
4195709 | Gianotti et al. | Apr 1980 | A |
4241543 | Foscarini et al. | Dec 1980 | A |
4365780 | Williams | Dec 1982 | A |
4655318 | Bowen | Apr 1987 | A |
5174910 | Pita | Dec 1992 | A |
5653078 | Kies et al. | Aug 1997 | A |
6315077 | Peacock et al. | Nov 2001 | B1 |
Number | Date | Country |
---|---|---|
1107543 | Aug 1981 | CA |
60019833 | Feb 1985 | JP |
Number | Date | Country | |
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20030209821 A1 | Nov 2003 | US |