Interlocking concrete construction method

Abstract

A method for interlocking precast concrete sections to create a unified whole. The method allows precast pieces to be substituted for in situ castings in certain applications. Each precast concrete piece has an interlocking feature. The interlocking features are pierced by at least one transverse opening. Once the transverse openings are aligned, a user pours a solidifying substance such as wet concrete into the aligned transverse holes. A reinforcing metal bar may also be placed in the holes. Once the concrete hardens, the precast pieces are linked together.

Description

CROSS-REFERENCES TO RELATED APPLICATIONS

Not Applicable.

STATEMENT REGARDING FEDERALLY SPONSORED RESEARCH OR DEVELOPMENT

Not Applicable.

MICROFICHE APPENDIX

Not Applicable

BACKGROUND OF THE INVENTION

1. Field of the Invention

This invention relates to the field of construction. More specifically, the invention comprises a method for interlocking precast concrete segments to create a larger concrete assembly.

2. Description of the Related Art

Many concrete assemblies are presently cast in situ. One good example is a concrete sidewalk. The ground beneath the sidewalk is smoothed and leveled. Forms are then placed to define the sidewalk's lateral edges. Wet concrete is then poured into the forms and allowed to harden. After the concrete is sufficiently cured, the forms are removed.

A second example is the casting of reinforced concrete floors in commercial buildings. Once a steel substructure is in place, forms are placed around the area to be poured. The concrete is then poured and allowed to cure with the forms in place.

These known techniques produce a good finished assembly, but they are time and labor intensive. The installation of the forms is a skilled process that simply does not lend itself to automation. The curing of the concrete is also subject to the prevailing environmental conditions. Those skilled in the art will know that the ultimate strength obtained by concrete is largely dependent upon the temperature and humidity present during the cure period.

On the other hand, precast concrete structures can be manufactured in a factory setting where temperature and humidity can be controlled. The aggregate mix quality may likewise be controlled. The factory setting also allows significant automation. It would therefore be advantageous to provide a construction method allowing precast concrete structures to be used in a setting which has traditionally required casting in situ. The present invention proposes just such a method.

BRIEF SUMMARY OF THE PRESENT INVENTION

The present invention comprises a method for interlocking precast concrete sections to create a unified whole. The method allows precast pieces to be substituted for in situ castings in certain applications. The construction of sidewalks is one suitable application. Rather than forming a casting the sidewalk in place, a group of precast concrete links are used. Each link has interlocking features such as a first tang extending outward from a first end and a second tang extending outward from the opposite end.

The first and second tangs are pierced by at least one transverse opening. The tangs are configured so that when two links are aligned the tangs will overlap and the transverse openings through the tangs will align. Once the links are properly positioned, a user pours wet concrete into the aligned transverse openings. A reinforcing metal bar may also be placed in the openings. Once the concrete hardens, the tangs are linked together. Using this method, a sidewalk of any desired length may be created. The inventive method may also be applies to linking precast concrete plates or other types of precast concrete pieces.

BRIEF DESCRIPTION OF THE DRAWING VIEW

FIG. 1 is a perspective view, showing a precast sidewalk link.

FIG. 2 is a perspective view, showing the opposite side of the sidewalk link of FIG. 1.

FIG. 3 is a section view, showing the tang and the transverse hole through the tang.

FIG. 4 is a perspective view, showing how two sidewalk links may be assembled.

FIG. 5 is a perspective view, showing the alignment of two sidewalk links.

FIG. 6 is a perspective view, showing the addition of concrete to the aligned transverse holes in order to lock two sidewalk links together.

FIG. 7 is a perspective view, showing the assembly of FIG. 6 after the sidewalk links are locked together.

FIG. 8 is a section view, showing how two adjacent sidewalk links are tied together.

FIG. 9 is a perspective view, showing a series of sidewalk links tied together.

FIG. 10 is a perspective view, showing an assembly of an alternate form of the sidewalk links.

FIG. 11 is a perspective view, showing two precast concrete plates configured for use in the present inventive method.

FIG. 12 is a perspective view, showing the placement of precast concrete plates on a steel truss structure.

REFERENCE NUMERALS IN THE DRAWINGS
10	sidewalk link	12	first surface
14	second surface	16	first tang
18	second tang	20	tang height
22	link height	24	transverse hole
26	concrete	28	container
30	seam	32	reinforcing member
34	plate link	36	alternate sidewalk link
40	girder	42	truss

DETAILED DESCRIPTION OF THE INVENTION

The linking method of the present invention links precast concrete pieces together. It is necessary for the precast concrete pieces to include appropriate geometric features to enable the linking method to work. The drawing figures and the following detailed explanations explain some specific embodiments. Many other embodiments will be apparent to those skilled in the art. Thus, the illustrations and explanations should properly be viewed as exemplary and not limiting.

One good application for the inventive method is the construction of concrete sidewalks. FIG. 1 shows a precast concrete piece which is useful for this purpose. Sidewalk link 10 is preferably a rectangular piece having a suitable length and width. First surface 12 faces upward in the orientation shown in the view. First tang 16 extends out from a first end of the sidewalk link and second tang 18 extends out from the opposite end.

Each of the two tangs is pierced by one or more transverse openings. In the embodiment shown, four transverse holes 24 pass through each tang. The openings need not be circular but may be any suitable shape. However, those skilled in the art will know that round holes are easy to cast in concrete.

The tangs are approximately half as high as the sidewalk link in this embodiment. The reader will observe that tang height 20 is about ½ link height 22. FIG. 2 shows the same sidewalk link 10 in an inverted state. In this orientation second surface 14 is facing upward. The reader may see in this view how the transverse holes 24 pass all the way through the tangs.

FIG. 3 is a detailed section view taken in the area of first tang 16. Transverse hole 24 passes through the first tang and is radially symmetric about the central axis shown. In the orientation depicted, second surface 14 faces upward and first surface 12 faces downward.

FIG. 4 shows two sidewalk links 10 in position for assembly. Second tang 18 of the right hand sidewalk link 10 is position to lie over first tang 16 of the left hand sidewalk link 10 when the right hand sidewalk link is placed in position. Once the right hand sidewalk link is placed, second surface 14 of the right hand sidewalk link will lie approximately flush with first surface 12 of the left hand sidewalk link. These surfaces then form the walking surface for the finished sidewalk. FIG. 5 shows the assembly with the right hand link placed in the proper position.

In the position shown in FIG. 5, the reader will note that the transverse holes 24 in the two overlapping tangs align. There will of course be some manufacturing and placement tolerances which prevent perfect alignment. The present inventive method does not need perfect alignment, so long as the transverse openings roughly align.

FIG. 6 shows the linking process. A liquid material is deposited in each of the aligned transverse holes. This must be a “solidifying substance.” In this context, a solidifying substance is defined as a liquid that transitions to a solid over time, and which when solid has at least moderate resistance to shearing forces. Examples include concrete, reinforced grouts, epoxy resins, thermoset resins, moisture-cured resins, and UV-cured resins. It is even possible to use a flexible substance such as a two-part molding rubber. This is desirable where some small amount of movement is needed between adjoining links (such as to allow for frost expansion).

Concrete is widely available and suitable for this purpose. Depending on the mechanical strength required and other environmental considerations (such as hard frosts, etc.), it may be desirable to add a fiber reinforcing material or a plasticizing material to the concrete. In the example of FIG. 6, container 28 contains freshly mixed concrete 26. While the concrete is still wet, it is poured into transverse holes 24. The concrete flows down into the transverse holes in both the overlapping tangs.

The concrete solidifies over time. The result is shown in FIG. 7. FIG. 8 shows a section view through the overlapping tangs after the concrete has solidified. Concrete 26 has formed a solid column that occupies the void previously existing within aligned transverse holes. The solid column of solidified concrete locks first tang 16 to second tang 18 and thereby locks the two sidewalk links together.

Depending upon the amount of stress anticipated on the joint, it may be desirable to add a reinforcing member to the concrete. In FIG. 8, reinforcing member 32 (a piece of steel re-bar) has been placed within the concrete column prior to the time the concrete hardens. This is customarily done by pouring a portion of the necessary concrete, placing the reinforcing member in position, and pouring the remainder of the needed concrete. However, it is also possible to place the reinforcing member before any concrete is poured and it is even possible to place the reinforcing member into the wet concrete after it has been completely poured.

A steel re-bar is used as the reinforcing member in FIG. 8. Other possibilities include a glass-reinforced plastic rod (suitable where a more elastic solidifying substance is used). A glass reinforced epoxy rod may also be used.

The linking method may be used to tie together any desired number of precast concrete pieces. FIG. 9 shows a sidewalk made using the method, in which five sidewalk links 10 have been tied together.

As stated initially, the tang geometry shown in FIGS. 1-8 is only one example of many possibilities. FIG. 10 shows a second possibility. Two alternate sidewalk links 36 are shown. In this embodiment, only one of the two extending tangs is flush with second surface 14. However, two adjoining sidewalk links fit together in a similar fashion as for the original embodiment. The two tangs still overlap and the transverse holes 24 still align. The adjoining links are fastened together by filling the aligned holes with a solidifying substance such as concrete.

The exact shape and location of the tangs is not particularly important, as long as a transverse opening volume is created which—when filled with a solidifying substance—links the two pieces together. In fact, any type of interlocking feature which includes the transverse openings may be used. In this context, the term “interlocking feature” should be understood to mean any geometry which creates an overlap with the adjacent precast concrete piece.

Of course, the precast concrete pieces that can be connected using the inventive method are by no means limited to sidewalk pieces. FIG. 11 shows an application where the precast concrete pieces are much larger. Plate link 34 is a large, steel-reinforced floor section. Such a plate might be 3 meters long and 2 meters wide.

Each plate link has a first tang 16 and a second tang 18 extending therefrom. Each tang has a plurality of transverse openings—in this case transverse holes 24. The two tangs are overlapped so that the transverse holes align. A solidifying substance is then placed in the transverse openings and allowed to set.

FIG. 12 shows adjacent structure which would typically be used to support precast pieces like the plate links. Girders 40 have attached trusses 42 spanning the gap in between. Plate links 34 are placed on top of these structures. Steel reinforcing members within the plate links may be attached to the girders or trusses to prevent unwanted movement. Once the plate links are arranged so that the tangs are overlapping, the solidifying substance is added to the transverse openings to lock the plate links together.

Although the preceding description contains significant detail, it should not be construed as limiting the scope of the invention but rather as providing illustrations of the preferred embodiments of the invention. The inventive device could be realized in many different ways. Thus, the examples provided are properly viewed as embodiments of the invention rather than a definition of the invention's scope.

Claims

1. A method for connecting precast concrete pieces, comprising:

a. providing a first precast concrete piece, having a first tang extending outward therefrom;

b. said first tang including at least one transverse opening;

c. providing a second precast concrete piece, having a second tang extending outward therefrom;

d. said second tang including at least one transverse opening;

e. placing said second precast concrete piece next to said first precast concrete piece in an orientation where said second tang lies over said first tang, and said at least one transverse opening in said second tang aligns with said at least one transverse opening in said first tang;

f. providing a solidifying substance;

g. filling said transverse opening in said second tang and said transverse opening in said first tang with said solidifying substance; and

h. allowing said solidifying substance to solidify, thereby locking said first and second precast concrete pieces together.

2. A method for connecting precast concrete pieces as recited in claim 1, further comprising:

a. providing a reinforcing member; and

b. placing said reinforcing member in said transverse openings in said first and second tangs.

3. A method for connecting precast concrete pieces as recited in claim 1 wherein:

a. said first tang includes a plurality of transverse openings; and

b. said second tang includes a plurality of transverse openings.

4. A method for connecting precast concrete pieces as recited in claim 1, wherein said transverse openings are round.

5. A method for connecting precast concrete pieces as recited in claim 1, wherein said reinforcing member is steel re-bar.

6. A method for connecting precast concrete pieces as recited in claim 1, wherein additional precast concrete pieces are attached using the same process in order to form a sidewalk.

7. A method for connecting precast concrete pieces as recited in claim 1, wherein said first and second precast concrete pieces include steel reinforcement.

8. A method for connecting precast concrete pieces, comprising:

a. providing a first precast concrete piece, having a first interlocking feature extending outward therefrom;

b. said first interlocking feature including at least one transverse opening;

c. providing a second precast concrete piece, having a second interlocking feature extending outward therefrom;

d. said second interlocking feature including at least one transverse opening;

e. placing said second precast concrete piece next to said first precast concrete piece in an orientation where said second interlocking feature lies over said first interlocking feature, and said at least one transverse opening in said second interlocking feature aligns with said at least one transverse opening in said first interlocking feature;

f. providing a solidifying substance;

g. filling said transverse opening in said second interlocking feature and said transverse opening in said first interlocking feature with said solidifying substance; and

h. allowing said solidifying substance to solidify, thereby locking said first and second precast concrete pieces together.

9. A method for connecting precast concrete pieces as recited in claim 8, further comprising:

a. providing a reinforcing member; and

b. placing said reinforcing member in said transverse openings in said first and second tangs.

10. A method for connecting precast concrete pieces as recited in claim 8 wherein:

a. said first tang includes a plurality of transverse openings; and

b. said second tang includes a plurality of transverse openings.

11. A method for connecting precast concrete pieces as recited in claim 8, wherein said transverse openings are round.

12. A method for connecting precast concrete pieces as recited in claim 8, wherein said reinforcing member is steel re-bar.

13. A method for connecting precast concrete pieces as recited in claim 8, wherein additional precast concrete pieces are attached using the same process in order to form a sidewalk.

14. A method for connecting precast concrete pieces as recited in claim 8, wherein said first and second precast concrete pieces include steel reinforcement.

15. A method for connecting precast concrete pieces, comprising:

a. providing a first precast concrete piece, having a first tang extending outward therefrom;

b. said first tang including a plurality of transverse holes;

c. providing a second precast concrete piece, having a second tang extending outward therefrom;

d. said second tang including a plurality of transverse holes;

e. placing said second precast concrete piece next to said first precast concrete piece in an orientation where said second tang lies over said first tang, and said plurality of transverse holes in said second tang align with said plurality of transverse holes in said first tang;

f. providing a solidifying substance;

g. filling said transverse holes in said second tang and said transverse holes in said first tang with said solidifying substance; and

h. allowing said solidifying substance to solidify, thereby locking said first and second precast concrete pieces together.

16. A method for connecting precast concrete pieces as recited in claim 15, further comprising:

a. providing a reinforcing member; and

b. placing said reinforcing member in said transverse openings in said first and second tangs.

17. A method for connecting precast concrete pieces as recited in claim 15 wherein:

a. said first tang includes a plurality of transverse openings; and

b. said second tang includes a plurality of transverse openings.

18. A method for connecting precast concrete pieces as recited in claim 15, wherein said transverse openings are round.

19. A method for connecting precast concrete pieces as recited in claim 15, wherein said reinforcing member is steel re-bar.

20. A method for connecting precast concrete pieces as recited in claim 15, wherein additional precast concrete pieces are attached using the same process in order to form a sidewalk.