CA2080136C - Trench forming assembly and method - Google Patents
Trench forming assembly and methodInfo
- Publication number
- CA2080136C CA2080136C CA002080136A CA2080136A CA2080136C CA 2080136 C CA2080136 C CA 2080136C CA 002080136 A CA002080136 A CA 002080136A CA 2080136 A CA2080136 A CA 2080136A CA 2080136 C CA2080136 C CA 2080136C
- Authority
- CA
- Canada
- Prior art keywords
- trench
- elongate
- buoyant body
- trench forming
- upwardly facing
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
- E03F3/046—Open sewage channels
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/50—Removable forms or shutterings for road-building purposes; Devices or arrangements for forming individual paving elements, e.g. kerbs, in situ
- E01C19/502—Removable forms or shutterings, e.g. side forms; Removable supporting or anchoring means therefor, e.g. stakes
- E01C19/506—Removable forms or shutterings, e.g. side forms; Removable supporting or anchoring means therefor, e.g. stakes for kerbs, gutters or similar structures, e.g. raised portions, median barriers
Landscapes
- Engineering & Computer Science (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
- Reinforcement Elements For Buildings (AREA)
- Piles And Underground Anchors (AREA)
Abstract
An assembly (10) for forming a trench (T) includes one or more frame members (16) that cooperate with a removable form (12) aroundwhich a moldable trench forming composition (C) is poured. The form is made of deformable buoyant material such as expanded polystyrene. Rebar legs (18) are attached to the frame members to provide secure anchoring of the frame members to both the ground (E) and in the trench forming composition. Preferably, each frame member includes a horizontal leg that is received in a slot (22) formed in one of the opposing sidewalls of the form. Wire strands (28) are placed within cooperating guide tracks (24) in the opposed ends of the form. The wire strands are pulled through to deform the form after the composition has hardened.
Description
2 0 8 ~ ~ 3 ~ PCT/US91/00895 .,."_ TRENCH FORMING ASSEMBLY AND METHOD
Technical Field The present invention relates generally to the construction field, and more particularly, to a method and assembly for forming a trench with a moldable trench forming composition such as concrete.
Background of the Invention There are many applications for subterranean structures such as trenches. Many manufacturing facilities use water throughout the plant for a variety of functions and thus require drainage systems to collect, remove and/or recycle the water. For outdoor applications, many industrial and commercial sites require drainage trenches and catch basins in order to direct rainwater to underground storm sewers and prevent flooding.
Trenches for such purposes are generally formed by pouring a moldable trench forming composition such as concrete around a form that has been placed in a ditch dug in the ground. The concrete is poured around the form and allowed to set.
After the concrete has set, the form is removed so that the trench may be readied for use.
The most common form assembly used in the creation of a trench includes wood sheeting or planks and a supporting frame/strut structure that are secured within the ditch. The concrete is then poured between the ground wall and the sheeting/planks. The sheeting/planks and surrounding ground support the ~o~
concrete while it sets to form the trench. The sheeting/planks and supporting frame are broken down and removed from the trench following the setting of the concrete. Since the sheeting/planks for this application are not prepared with great attention to surface character, it is likely that the wood texture and thus the trench surface is relatively rough and grainy, reducing the flow efficiency of the completed trench.
It can be appreciated that in circumstances where a long trench is required, a great deal of sheeting or many planks need to be secured together end to end in order to construct the form for the trench. Labor costs to complete the form are often excessive. This is particularly true since intricate rib work is often required to support the sheeting/planks in position against the relatively high pressures exerted by the heavy concrete.
Additionally, there is often a precise pitch that is required from one end of the trench to the opposite end to provide proper drainage. The skill and care that is required in cutting and constructing the wood sheeting/planks to produce a form of desired shape and needed pitch significantly increases the labor time required and thus the overall construction cost for the trench.
~ urther, a grate is often supported over the trench by means of a pair of spaced frames that are set in the concrete. Unless these frames are maintained in proper alignment in a common plane during the pouring and setting of the concrete, the grate held in the frames will be unstable and prone to rocking when weight from, for example, a vehicle is applied. This condition may lead directly to damage to the grate and/or the frames and possibly even the surrounding concrete. In extreme cases, the grate may even become dislodged from the frames leaving the top 3 ~08~ ~36 of the trench open. Possible serious injury may result from such a safety hazard. Accordingly, it should be appreciated that extreme care must be exercised when constructing the form and positioning the frames relative to the form. The time necessary to exercise this care also adds significantly to the labor costs. In addition, a great deal of time is required to dismantle and remove the form following the setting of the concrete.
In some situations, precast trenches are used to avoid some of these difficulties. In general these assemblies are preformed metal assemblies that are placed in a ditch and are intended to permanently remain after concrete is poured around it for stabilization and support. However, such precast assemblies are expensive, especially in situations where the application requires unique customization.
A need is thus identified for an easier and quicker method of forming trenches, particularly, for industrial and commercial applications. The present invention is designed to fulfil these needs. The present trench forming assembly is inexpensive to fabricate and use and substantially reduces the time required to complete the trench for operative use. The invention is very versatile, adapted to be customized and adjusted to meet on-site specifications. The use of the invention provides a completed trench that efficiently blends into the operative environment.
Summary of the Invention Accordingly, it is a primary object of the present invention to provide a trench forming assembly, apparatus and method that overcomes the above-described limitations and disadvantages of the prior art.
It is another object of the present invention to provide a trench forming assembly, apparatus and method that are relatively simple and convenient to use 4 2~
requiring only a relatively low skill level to accurately form a trench.
Yet another object of the present invention is to provide a relatively versatile trench forming assembly, apparatus and method particularly adapted to accommodate almost any profile trench design and almost any grating or rail design. Advantageously, customized forming may be efficiently completed in a relatively short period of time so as to substantially reduce labor costs.
A further object of the present invention is to provide a trench forming assembly, apparatus and method wherein the form may be quickly and easily broken down and removed following the setting of the concrete poured around the form.
Yet another object of the present invention is to provide a trench forming assembly and apparatus that is relatively light in weight and may be assembled in a shelter and then conveniently transported to a construction site.
Yet another object of the present invention is to provide a trench forming assembly and apparatus wherein a form of lightweight expanded polystyrene is provided.
The form may be easily and conveniently shaped and cut to provide the desired drainage pitch. The lightweight form also advantageously is adapted to capture the grate supporting rails of the frame that are secured in the ground of the ditch or a pre-pour subslab by rebar legs during assembly. The frame rails advantageously hold the form against movement, particularly due to buoyant forces exerted by the fluid concrete as it is poured into the ditch.
Additional objects, advantages, and other novel features of the invention will be set forth in part in the description that follows and in part will become apparent to those skilled in the art upon examination of the following or may be learned with the practice of the invention. The objects and advantages of the invention may be realized and obtained by means of the instrumentalities and the combinations particularly pointed out in the appended claims.
To achieve the foregoing and other objects, and in accordance with the purposes of the present invention as described herein, an improved trench forming assembly, apparatus and method are provided.
According to an aspect of the present invention is a trench forming apparatus comprising at least two elongate rails aligned in parallel relation, each rail having opposed upper and lower surfaces; anchoring means attached to each of the elongate rails for anchoring the elongate rails in a predetermined location; an elongate, buoyant body having opposed side surfaces and a bottom surface substantially defining the shape of a trench and having generally upwardly facing surfaces associated with the opposed side surfaces substantially along the length thereof, the generally upwardly facing surfaces of the buoyant body being engaged with the lower surfaces of the elongate rails substantially along a length thereof corresponding to the length of the upwardly facing surfaces of the buoyant body so that the rails cooperate with the buoyant body to substantially counterbalance the buoyant body against upward forces applied thereto by a hardenable trench forming composition poured around at least portions of the buoyant body.
According to another aspect of the invention is an assembly for forming a trench which comprises frame means for supporting a trench cover; a removable form for shaping a moldable trench forming composition around the form; and means for engaging the frame means with a side surface of the form so as to align the frame means and to prevent the form from lifting in the presence of the trench forming composition; and means for anchoring the frame means in a subslab foundation prior to pouring the - ~ moldable trench forming composition around the form;
whereby the frame means and the form are securely held substantially against movement by the anchoring means as the trench forming composition sets to form a completed trench. The assembly is also contemplated for use in forming the catch basin into which the trench discharges.
Further, the assembly may also be adapted to form a catch basin simply as a discrete structure.
According to yet another aspect of the present invention is an assembly for forming a trench of predetermined shape which comprises a pair of elongate members defining a support surface for supporting a trench cover, each of the members comprising an elongate horizontal leg; anchoring means connected to each of the elongate members for anchoring the elongate members in a predetermined location; a removable form for shaping a moldable trench forming composition poured around the form comprising a bottom surface and opposed side surfaces for defining the predetermined shape of the trenchi means formed along the opposed side surfaces of the form for aligning and engaging the pair of elongate members to thereby prevent the form from lifting in the presence of the trench forming composition; at least two elongate guide tracks in the removable form extending upwardly into the form from the bottom surface thereof substantially along the length thereof; and cutting means within the guide tracks of the removable form for cutting the removable form into separate pieces for easy removal once the trench forming composition has set.
Preferably, the removable form is made from a material that may be readily shaped by molding and/or cutting to provide the desired shape of trench with the desired pitch for best drainage. The form may even be shaped to provide a round bottom trench, thereby eliminating corners that allow the collection of sediment and providing for better self-cleaning action. It is also preferred that the form be made of a lightweight ' l 6a ~ 3 ~
material so that the trench assembly may be constructed in a shelter if desired and then transported to the job site. Most preferably, the form is constructed from expanded polystyrene.
In accordance with yet another aspect of the present invention the assembly includes a means for deforming the form in a convenient and efficient manner for removal from within the concrete once the concrete has set. More particularly, the assembly includes at least one wire strand and preferably two that extend longitudinally within the bottom wall of the form for substantially its full length. The op '~' ~, -~ 0 8 ~
The method also includes a step of removing the form following the setting of the trench forming composition. This is accomplished by pulling one or more wire strands through the form so as to deform the S form for removal. This is followed by withdrawing the deformed form from the completed trench.
In accordance with yet another aspect of the present invention, the trench form assembly is prepared by initially cutting the form to an lo appropriate trench forming configuration.
Additionally, slots are cut in opposing sidewalls of the form for engaging the frame. The assembly is then constructed by engaging the frame in the slots.
Vertically ext~n~ng guide tracks are also cut along the entire length of the bottom wall of the form to receive the deforming wire.
Still other objects of the present invention will become apparent to those skilled in this art from the following description wherein there is shown and described a preferred embodiment of this invention, simply by way of illustration of one of the modes best suited to carry out the invention. As it will be realized, the invention is capable of other different embodiments and its several details are capable of modification in various, obvious aspects all without departing from the invention. Accordingly, the drawings and descriptions will be regarded as illustrative in nature and not as restrictive.
Brief DescriDtion of the Drawinq5 The accompanying drawing incorporated in and forming a part of this specification illustrates several aspects of the present invention and together with the description serves to explain the principles of the invention. In the drawing:
Figure 1 is a partially exploded view of the trench forming assembly of the present invention;
W092/13999 PCT/US91/~895 2l~8013b~
Figures 2a-2e are schematic perspective and side elevational views detailing the steps of the present method of forming a trench.
Reference will now be made in detail to the present preferred embodiment of the invention an example of which is illustrated in the accompanying drawing.
Detailed Descri~tion of the Invention Reference is now made to the drawing figures and particularly Figure 1 showing the trench forming assembly lO of the present invention. As shown, the trench forming assembly 10 includes a trench form 12, preferably made of expanded polystyrene.
Advantageously, the trench form 12 may be molded and then cut and/or shaved to any desired shape to provide a form that may be readily customized for any application. This includes the ability to provide a trench with a rounded bottom and/or of any desired pitch to maintain the necessary drainage flow in the trench that is to be formed. As shown the polystyrene form 12 may include indentations 14 along its sides that aid an individual during the cutting/shaving operation to help insure that the form is properly prepared to meet job specifications. The indentations 14 also provide additional surface area to assist in the trench forming process when there is segmented or stepped concrete pouring.
As will be appreciated as the description proceeds, the trench being formed is adapted to be covered by a grating shown by reference letter G in Figure 2e. As is known in the art, the grating G is held in position by means of a support frame 16 shown as a pair of opposed cooperating members or rails in Figure 1. Each frame member 16 may, for example, comprise a substantially L-shaped angle iron. The substantially vertically extending leg of the frame W O 92/13999 P~r/US91/00895 ~, - 2~80~L36 member 16 is adapted to engage the sides of the grating G and prevent the grating from shifting laterally across the opening to the trench T.
Similarly, the substantially horizontally extending leg of the frame member 16 is adapted to support the gratings G over the trench T by engaging the bottom face of the grating. The horizontally extending legs of both frame members 16 also advantageously cooperate with the trench form 12 during the forming process as will be described in more detail below.
A series of reinforcing steel rods 18, also known as rebar legs, are welded to the rear of each frame member 16. The rebar legs 18 are angled and bent so as to extend downwardly for engagement with the ground at the bottom of a ditch D in a manner described in greater detail below (see Figure 2b).
Advantageously, the rebar legs 18 serve to allow the frame members 16 to be firmly anchored and held in position during the pouring and setting of the concrete. Preferably, each rebar leg 18 includes a foot 19. The feet 19 allow the trench forming assembly 10 to rest on the ground of the ditch D as is shown in Figure 2b. During the trench forming procedure, the feet 19 are anchored against movement in a pre-pour subslab P (see Figures 2b and 2c) prior to the pouring of concrete C to form the trench.
Alternatively, the rebar legs 18 may be formed without feet 19. In this alternative embodiment, the rebar legs 18 are staked and driven into the ground of the ditch D.
A series of stabilizing studs 20 may also be welded to and extend from the rear side of each frame member 16. These studs serve to further anchor the frame members 16 in position in the concrete.
As best shown in Figures 1, 2a and 2b, the form 12 may be substantially T-shaped in cross section. A pair of longitudinally extending slots 22 W O 92/13999 PC~r/US91/00895 ._, 2û~01~
may be formed or cut in the form 12 at the intersection where the substantially vertical and substantially horizontal legs of the T-shaped form meet. Each slot 22 is adapted to engage the horizontally extending leg of one of the frame members 16. A plurality of longitudinally spaced tie wires 23 (i.e. using 16 guage wire) inserted through cooperating transverse holes punched in the form 12 may be used to secure the form and frame members 16 together. Advantageously, this results in the frame members 16 being securely held in position with proper spacing and in proper planar alignment so as to securely support the grating G in position over the trench T once the trench is completed. By insuring both proper spacing and planar alignment, the assembly 10 effectively eliminates the grate rocking problem prevalent in trench installations constructed with the prior art form designs. It also does this while eliminating the tedious and time consuming adjustment steps necessary to insure proper alignment in prior art wood forming methods.
In addition to the spacing and alignment function provided by the cooperating engagement between the form 12 and the frame members 16, the frame members also hold the form substantially against movement during the trench forming procedure. More particularly, since the form 12 is preferably formed of lightweight expanded polystyrene, it is urged upwardly by the buoyant forces of the fluid concrete C
as the latter is poured into the ditch D (see action arrows A in Figure 2c). Remembering that the frame members 16 are spatially fixed due to firm anchoring of the rebar legs 18 in the pre-pour subslab P or the ground, the engagement between the horizontally extending legs of the frame members in the slots 22 of the form 12 prevents the latter from shifting upwardly as the concrete is poured. It is particularly WO92/13~9 PCT/US91/00895 2~)~Q13~
important to note that since the frame members 16 engage the form 12 on opposing sides and along substantially its entire length, the forces exerted by the horizontally extending legs (see action arrow B in 5 Figure 2c) to counterbalance the buoyant forces are spread evenly and longitudinally along the form. This minimizes the chance of internal deformation of the form 12.
It should also be appreciated that the form 10 assembly 10 may be constructed to specification at a remote, sheltered site where all the necessary tools and equipment are conveniently available. More specifically, after determining the required slope an appropriate chalk line is placed on each sidewall of 15 the raw polystyrene form material. A hand saw may then be used to trim the raw form material to the chalk line.
Alternatively, the pitch may be incorporated into the form 12 through the angle to which the frame 20 engaging slots 22 are cut. More particularly, instead of a T-shaped form 12, the form may be fabricated with substantially straight walls from top surface to bottom surface along both sides. The slots 22 are then be cut to appropriate pitch. The frame members 25 16 then engage the form 12 and the bottom surface of the form is automatically positioned at the appropriate pitch when the frame members 16 are anchored in the pre-pour subslab P or the ground of the ditch D at the appropriate level plane. In the r 30 alternative embodiment, a series of tangs may be tack welded on the upper surfaces of the horizontally extending legs of each frame member 16, the tangs spaced inwardly from the vertically extending legs.
The polystyrene form 12 engages and extends between 35 these tangs and thus the desired lateral spacing of the frame members 16 is maintained. Once the concrete sets and the form is completed, the tangs are removed WO92/13999 PCT/US91/~895 2080~
from the frame members 16 and the grate G positioned as shown in Figure 2e.
After the form 12 has been cut to the proper overall shape including length, width and depth and shaved or cut to provide the desired drain pitch, the side and bottom walls of the form are treated with a release compound of the type known in the art to prevent the form from sticking to the concrete. Next, the frame members 16 may be positioned in the slots 22. As indicated above, the slots 22 are cut so as to positively engage and securely hold the frame members 16 in position with the assistance of the tie wires 23. The assembly 10 may then be transported to the job site and positioned in place in a ditch D dug for the trench as a one piece unit in the manner described below.
In accordance with yet another aspect of the present invention, the form 12 is cut so as to include one or more guide tracks 24 extending into each end wall 26 and through the top and bottom surfaces 27, 29 of the form respectively. Slightly away from the end walls 26, the guide tracks 24 are cut from the bottom surface 29 to a position part way toward the top surface 27. At least one and preferably two wire strands 28 are received in the guide tracks 24. Each wire strand 28 extends along the entire length of the form 12 and is exposed through the guide tracks 24 at each end 26 of the form 12. Additionally, as best shown in Figures 2b, 2c, and 2d, each end of each wire strand 28 (e.g. again using 16 gauge tie wire) may be wrapped around a rod or bar 30. The rod or bar 30 effectively serves as a handle which allows the wire strands 28 to be pulled through the form 12 when it is necessary to remove the form from the set concrete.
Alternatively, the distal end of each wire strand 28 may remain free and be pulled by hand in accordance with the deforming procedure described in greater WO92/13~ PCT/US91/00895 2n~0l3fi detail below. It can be appreciated that when tie wires 23 are used in the assembly 10, they are removed prior to the deforming operation.
Turning to Figures 2a-2e, the method of the present invention will now be described in detail. A
ditch D is dug in the ground E at the job site utilizing hand tools such as picks and shovels or heavy machinery such as a back hoe in a manner known in the art to correspond to the individual job specification. The trench forming assembly 10 of the present invention as described above may be assembled either before or after the ditch D is dug.
Additionally, the appropriate asphalt pavement or concrete skirt S may be prepared up to the edge of the ditch to establish the final exposed surface as shown in the drawing. Of course, the skirt S may also be formed as part of the same concrete pour used to form the trench T.
After the ditch D is prepared, the trench forming assembly 10 is positioned in the ditch. As shown in Figure 2b, the rebar legs 18 exten~;ng from the frame member 16 are anchored by pouring a pre-pour subslab P that is allowed to set around the feet 19 of the rebar legs. Alternatively, as described above, rebar legs 18 wihtout feet 19 may be driven into the ground E at the bottom of the ditch D so as to hold the frame members 16 and trench form 12 in the proper position in the ditch.
When positioning the trench forming assembly 10 in the ditch D, it is important to insure that the top edge of the frame members 16 are maintained at the proper height: that is, for example, level with the surrounding skirt S. This may be done utilizing a level or other straightedge which may be extended across the ditch D while resting on the skirt S.
Thus, the trench forming assembly 10 and more particularly, the rebar legs 18 are properly WO92/13999 PCT/US91/~895 2 ~ 3 ~
positioned so that the straightedge engages the skirt S on both sides of the ditch D as well as the upper edges of the frame members 16. At that point the trench forming assembly 10 is in proper position within the ditch as shown in Figure 2b.
The leveling procedure may also utilize posts commonly referred to as batter boards extending between leveling reference points that are a significant distance apart. This is particularly appropriate when the skirt S to be adjacent the trench T is formed as part of a singular concrete pour. The boards are generally secured in place across the top of the assembly 10 with the use of wire that is tied to the rebar legs 18 or the studs 20. It can be appreciated that, when used and left in place during the pouring of concrete, the batter boards provide additional protection against buoyant forces of the fluid concrete C that tends to lift the form 12.
Where more than one trench forming assembly 10 is utilized, the individual trench forming assemblies may be connected together where the sections join by any appropriate means such as a tie wire or lap joint. The vertical sides of the intersecting frames 16 should also be plumb before the concrete is poured. Additionally, the drain pipe leading from the trench T being poured should be plugged to prevent it from filling with concrete.
This may be done in a number of ways including taping over the opening of the pipe and/or pressing the polystyrene form 12 into the pipe so that the opening is effectively sealed.
After the trench forming assembly 10 is secured in place in the ditch D, the method continues with the pouring of a moldable trench forming composition such as concrete C into the ditch around the form assembly. Preferably, the concrete C is poured substantially equally on both sides of the form WO92/13999 PCT/US91/~895 ~ 2~313~
assembly 10 so as to help insure alignment. As is known in the art, such a procedure is important as forces produced by the weight of poured concrete C are significant. Accordingly, the form assembly 10 may shift when caution is not observed. Vibration of the concrete C may also be necessary to insure that the bottom of the trench T is formed completely. The step of pouring concrete C is shown in Figure 2c.
After the concrete C sets, it is necessary to remove the form 12. This may be conveniently and efficiently accomplished utilizing the form assembly 10 of the present invention. More particularly, as indicated above and shown in the drawing figures, a pair of wire strands 28 extend longitudinally along substantially the entire length of each form 12. Each wire strand 28 is received in one of a pair of cooperating guide tracks 24, extending between each end 26 of the form 12. The ends of each wire strand 28 are wound onto a handle 30 such as a rod or bar.
The form is removed by pulling the wire strands 28 through the form 12 by manipulation of one or both of the handles 30. Of course, when tie wires 23 are used, they are removed prior to the deforming process.
More particularly, as shown in Figure 2d, one handle 30 may be grasped and pulled in the direction of action arrow Z. As this is done the wire strands 28 are pulled upwardly through the form 12.
This action is possible since the opposite ends of the wire strands 28 are anchored to another handle 30 that engages the form 12 thereby preventing the wire strands from simply slipping out from under the form without completing the desired cutting action.
Advantageously, by positioning the guide tracks 24 at an angle between substantially 5 and 25 degrees removed from vertical as best shown in Figure 2b, the pulling forces actually serve to draw the center section 32 being cut from the form 12 upwardly.
WO92/13~9 PCT/US91/00895 2~8 1~
Substantially simultaneously, forces are applied to the outer sections 34 which tend to draw them inwardly so that they converge and pull away from the concrete sidewall of the trench T. This significantly aids in the removal of the form 12 from the trench T.
After the wire strands 28 are completely pulled through the form 12, the center wedge section 32 is removed from between the frame members 16. Of course, to aid in gripping the center wedge section 32, any substantially pointed instrument such as a pick, screwdriver or pinch bar may be pushed into the form material. The tool or implement may then be manipulated to aid in withdrawing the wedge section 32. After the wedge section 32 is withdrawn, the outer sections are also removed from the trench in a similar manner. Preferably, the release material previously applied to the sides of form 12 substantially prevents the material of the form from sticking to the sidewall of the completed trench T.
After the form 12 has been removed from the trench T, the plug is removed from the drainpipe and the grating G is placed in position between the frame members 16 (see Figure 2e). Accordingly, the trench T is completed.
In summary, numerous benefits have been described which result from employing the concepts of the present invention. Advantageously, the present assembly 10 and method simplify the trench forming procedure so as to allow the accurate formation of customized trenches while requiring a relatively low skill level to complete the task. This simple and efficient trench forming method substantially reduces labor time and, accordingly, labor costs. The assembly 10 may also be quickly and conveniently deformed by pulling the wire strands 28 through the form 12 so as to allow easy removal in a reduced period of time. It should also be appreciated that ~ ' 2û80136 the completed trench T may be filled with water prior to removing the drain pipe plug. Expanded polystyrene form debris floats in the water to the top of the trench T for easy removal.
Advantageously, it should also be appreciated that the form assembly 10 is relatively light weight and may in fact be assembled at a remote shelter and transported to the job site for utilization. Further, it must be noted that the form 12 incorporates integral slots 22 that serve to capture the frame member or rails 16 that hold the grating or trench cover G. Accordingly, the frame members 16 are held in proper planar alignment and in the proper spacing to insure the grates G will be held in the proper position once the trench T is completed.
Thus, the problem of rocking grates and the associated difficulties and safety hazards resulting from the rocking problem are also substantially avoided.
Additionally, the cooperating engagement between the frame members 16 and the slots 22 of the form 12 prevents the form from floating in the fluid concrete as it is poured.
It should also be appreciated that the form 12 may be left in place to prevent debris from entering the trench T and piping as nearby construction is completed. The form 12 also has sufficient strength to support vehicles when utilized in this manner after the concrete trench has set. The form 12 further provides smoother walls for the completed trench T than with wood sheeting/plank forms, increasing the flow efficiency through the trench.
The foregoing description of a preferred embodiment of the invention has been presented for purposes of illustration and description. It is not intended to be exhaustive or to limit the invention to the precise form disclosed. Obvious modifications or W O 92/13999 P~rtUS91/00895 208Q~
variations are possible in light of the above teachings. For example, the form assembly lo may be adapted to construct a catch basin either as a discrete structure or adjacent the trench T formed by the practice of the invention. It can be visualized that the form 12 may easily be shaped to provide the appropriate dimensions, including depth, for the catch basin. The embodiment disclosed herein was chosen and described to provide the best illustration of the principles of the invention and its practical application to thereby enable one of ordinary skill in the art to utilize the invention in various embodiments and with various modifications as is suited to the particular use contemplated. All such modifications and variations are within the scope of the invention as determined by the appended claims when interpreted in accordance with breadth to which they are fairly, legally and equitably entitled.
Technical Field The present invention relates generally to the construction field, and more particularly, to a method and assembly for forming a trench with a moldable trench forming composition such as concrete.
Background of the Invention There are many applications for subterranean structures such as trenches. Many manufacturing facilities use water throughout the plant for a variety of functions and thus require drainage systems to collect, remove and/or recycle the water. For outdoor applications, many industrial and commercial sites require drainage trenches and catch basins in order to direct rainwater to underground storm sewers and prevent flooding.
Trenches for such purposes are generally formed by pouring a moldable trench forming composition such as concrete around a form that has been placed in a ditch dug in the ground. The concrete is poured around the form and allowed to set.
After the concrete has set, the form is removed so that the trench may be readied for use.
The most common form assembly used in the creation of a trench includes wood sheeting or planks and a supporting frame/strut structure that are secured within the ditch. The concrete is then poured between the ground wall and the sheeting/planks. The sheeting/planks and surrounding ground support the ~o~
concrete while it sets to form the trench. The sheeting/planks and supporting frame are broken down and removed from the trench following the setting of the concrete. Since the sheeting/planks for this application are not prepared with great attention to surface character, it is likely that the wood texture and thus the trench surface is relatively rough and grainy, reducing the flow efficiency of the completed trench.
It can be appreciated that in circumstances where a long trench is required, a great deal of sheeting or many planks need to be secured together end to end in order to construct the form for the trench. Labor costs to complete the form are often excessive. This is particularly true since intricate rib work is often required to support the sheeting/planks in position against the relatively high pressures exerted by the heavy concrete.
Additionally, there is often a precise pitch that is required from one end of the trench to the opposite end to provide proper drainage. The skill and care that is required in cutting and constructing the wood sheeting/planks to produce a form of desired shape and needed pitch significantly increases the labor time required and thus the overall construction cost for the trench.
~ urther, a grate is often supported over the trench by means of a pair of spaced frames that are set in the concrete. Unless these frames are maintained in proper alignment in a common plane during the pouring and setting of the concrete, the grate held in the frames will be unstable and prone to rocking when weight from, for example, a vehicle is applied. This condition may lead directly to damage to the grate and/or the frames and possibly even the surrounding concrete. In extreme cases, the grate may even become dislodged from the frames leaving the top 3 ~08~ ~36 of the trench open. Possible serious injury may result from such a safety hazard. Accordingly, it should be appreciated that extreme care must be exercised when constructing the form and positioning the frames relative to the form. The time necessary to exercise this care also adds significantly to the labor costs. In addition, a great deal of time is required to dismantle and remove the form following the setting of the concrete.
In some situations, precast trenches are used to avoid some of these difficulties. In general these assemblies are preformed metal assemblies that are placed in a ditch and are intended to permanently remain after concrete is poured around it for stabilization and support. However, such precast assemblies are expensive, especially in situations where the application requires unique customization.
A need is thus identified for an easier and quicker method of forming trenches, particularly, for industrial and commercial applications. The present invention is designed to fulfil these needs. The present trench forming assembly is inexpensive to fabricate and use and substantially reduces the time required to complete the trench for operative use. The invention is very versatile, adapted to be customized and adjusted to meet on-site specifications. The use of the invention provides a completed trench that efficiently blends into the operative environment.
Summary of the Invention Accordingly, it is a primary object of the present invention to provide a trench forming assembly, apparatus and method that overcomes the above-described limitations and disadvantages of the prior art.
It is another object of the present invention to provide a trench forming assembly, apparatus and method that are relatively simple and convenient to use 4 2~
requiring only a relatively low skill level to accurately form a trench.
Yet another object of the present invention is to provide a relatively versatile trench forming assembly, apparatus and method particularly adapted to accommodate almost any profile trench design and almost any grating or rail design. Advantageously, customized forming may be efficiently completed in a relatively short period of time so as to substantially reduce labor costs.
A further object of the present invention is to provide a trench forming assembly, apparatus and method wherein the form may be quickly and easily broken down and removed following the setting of the concrete poured around the form.
Yet another object of the present invention is to provide a trench forming assembly and apparatus that is relatively light in weight and may be assembled in a shelter and then conveniently transported to a construction site.
Yet another object of the present invention is to provide a trench forming assembly and apparatus wherein a form of lightweight expanded polystyrene is provided.
The form may be easily and conveniently shaped and cut to provide the desired drainage pitch. The lightweight form also advantageously is adapted to capture the grate supporting rails of the frame that are secured in the ground of the ditch or a pre-pour subslab by rebar legs during assembly. The frame rails advantageously hold the form against movement, particularly due to buoyant forces exerted by the fluid concrete as it is poured into the ditch.
Additional objects, advantages, and other novel features of the invention will be set forth in part in the description that follows and in part will become apparent to those skilled in the art upon examination of the following or may be learned with the practice of the invention. The objects and advantages of the invention may be realized and obtained by means of the instrumentalities and the combinations particularly pointed out in the appended claims.
To achieve the foregoing and other objects, and in accordance with the purposes of the present invention as described herein, an improved trench forming assembly, apparatus and method are provided.
According to an aspect of the present invention is a trench forming apparatus comprising at least two elongate rails aligned in parallel relation, each rail having opposed upper and lower surfaces; anchoring means attached to each of the elongate rails for anchoring the elongate rails in a predetermined location; an elongate, buoyant body having opposed side surfaces and a bottom surface substantially defining the shape of a trench and having generally upwardly facing surfaces associated with the opposed side surfaces substantially along the length thereof, the generally upwardly facing surfaces of the buoyant body being engaged with the lower surfaces of the elongate rails substantially along a length thereof corresponding to the length of the upwardly facing surfaces of the buoyant body so that the rails cooperate with the buoyant body to substantially counterbalance the buoyant body against upward forces applied thereto by a hardenable trench forming composition poured around at least portions of the buoyant body.
According to another aspect of the invention is an assembly for forming a trench which comprises frame means for supporting a trench cover; a removable form for shaping a moldable trench forming composition around the form; and means for engaging the frame means with a side surface of the form so as to align the frame means and to prevent the form from lifting in the presence of the trench forming composition; and means for anchoring the frame means in a subslab foundation prior to pouring the - ~ moldable trench forming composition around the form;
whereby the frame means and the form are securely held substantially against movement by the anchoring means as the trench forming composition sets to form a completed trench. The assembly is also contemplated for use in forming the catch basin into which the trench discharges.
Further, the assembly may also be adapted to form a catch basin simply as a discrete structure.
According to yet another aspect of the present invention is an assembly for forming a trench of predetermined shape which comprises a pair of elongate members defining a support surface for supporting a trench cover, each of the members comprising an elongate horizontal leg; anchoring means connected to each of the elongate members for anchoring the elongate members in a predetermined location; a removable form for shaping a moldable trench forming composition poured around the form comprising a bottom surface and opposed side surfaces for defining the predetermined shape of the trenchi means formed along the opposed side surfaces of the form for aligning and engaging the pair of elongate members to thereby prevent the form from lifting in the presence of the trench forming composition; at least two elongate guide tracks in the removable form extending upwardly into the form from the bottom surface thereof substantially along the length thereof; and cutting means within the guide tracks of the removable form for cutting the removable form into separate pieces for easy removal once the trench forming composition has set.
Preferably, the removable form is made from a material that may be readily shaped by molding and/or cutting to provide the desired shape of trench with the desired pitch for best drainage. The form may even be shaped to provide a round bottom trench, thereby eliminating corners that allow the collection of sediment and providing for better self-cleaning action. It is also preferred that the form be made of a lightweight ' l 6a ~ 3 ~
material so that the trench assembly may be constructed in a shelter if desired and then transported to the job site. Most preferably, the form is constructed from expanded polystyrene.
In accordance with yet another aspect of the present invention the assembly includes a means for deforming the form in a convenient and efficient manner for removal from within the concrete once the concrete has set. More particularly, the assembly includes at least one wire strand and preferably two that extend longitudinally within the bottom wall of the form for substantially its full length. The op '~' ~, -~ 0 8 ~
The method also includes a step of removing the form following the setting of the trench forming composition. This is accomplished by pulling one or more wire strands through the form so as to deform the S form for removal. This is followed by withdrawing the deformed form from the completed trench.
In accordance with yet another aspect of the present invention, the trench form assembly is prepared by initially cutting the form to an lo appropriate trench forming configuration.
Additionally, slots are cut in opposing sidewalls of the form for engaging the frame. The assembly is then constructed by engaging the frame in the slots.
Vertically ext~n~ng guide tracks are also cut along the entire length of the bottom wall of the form to receive the deforming wire.
Still other objects of the present invention will become apparent to those skilled in this art from the following description wherein there is shown and described a preferred embodiment of this invention, simply by way of illustration of one of the modes best suited to carry out the invention. As it will be realized, the invention is capable of other different embodiments and its several details are capable of modification in various, obvious aspects all without departing from the invention. Accordingly, the drawings and descriptions will be regarded as illustrative in nature and not as restrictive.
Brief DescriDtion of the Drawinq5 The accompanying drawing incorporated in and forming a part of this specification illustrates several aspects of the present invention and together with the description serves to explain the principles of the invention. In the drawing:
Figure 1 is a partially exploded view of the trench forming assembly of the present invention;
W092/13999 PCT/US91/~895 2l~8013b~
Figures 2a-2e are schematic perspective and side elevational views detailing the steps of the present method of forming a trench.
Reference will now be made in detail to the present preferred embodiment of the invention an example of which is illustrated in the accompanying drawing.
Detailed Descri~tion of the Invention Reference is now made to the drawing figures and particularly Figure 1 showing the trench forming assembly lO of the present invention. As shown, the trench forming assembly 10 includes a trench form 12, preferably made of expanded polystyrene.
Advantageously, the trench form 12 may be molded and then cut and/or shaved to any desired shape to provide a form that may be readily customized for any application. This includes the ability to provide a trench with a rounded bottom and/or of any desired pitch to maintain the necessary drainage flow in the trench that is to be formed. As shown the polystyrene form 12 may include indentations 14 along its sides that aid an individual during the cutting/shaving operation to help insure that the form is properly prepared to meet job specifications. The indentations 14 also provide additional surface area to assist in the trench forming process when there is segmented or stepped concrete pouring.
As will be appreciated as the description proceeds, the trench being formed is adapted to be covered by a grating shown by reference letter G in Figure 2e. As is known in the art, the grating G is held in position by means of a support frame 16 shown as a pair of opposed cooperating members or rails in Figure 1. Each frame member 16 may, for example, comprise a substantially L-shaped angle iron. The substantially vertically extending leg of the frame W O 92/13999 P~r/US91/00895 ~, - 2~80~L36 member 16 is adapted to engage the sides of the grating G and prevent the grating from shifting laterally across the opening to the trench T.
Similarly, the substantially horizontally extending leg of the frame member 16 is adapted to support the gratings G over the trench T by engaging the bottom face of the grating. The horizontally extending legs of both frame members 16 also advantageously cooperate with the trench form 12 during the forming process as will be described in more detail below.
A series of reinforcing steel rods 18, also known as rebar legs, are welded to the rear of each frame member 16. The rebar legs 18 are angled and bent so as to extend downwardly for engagement with the ground at the bottom of a ditch D in a manner described in greater detail below (see Figure 2b).
Advantageously, the rebar legs 18 serve to allow the frame members 16 to be firmly anchored and held in position during the pouring and setting of the concrete. Preferably, each rebar leg 18 includes a foot 19. The feet 19 allow the trench forming assembly 10 to rest on the ground of the ditch D as is shown in Figure 2b. During the trench forming procedure, the feet 19 are anchored against movement in a pre-pour subslab P (see Figures 2b and 2c) prior to the pouring of concrete C to form the trench.
Alternatively, the rebar legs 18 may be formed without feet 19. In this alternative embodiment, the rebar legs 18 are staked and driven into the ground of the ditch D.
A series of stabilizing studs 20 may also be welded to and extend from the rear side of each frame member 16. These studs serve to further anchor the frame members 16 in position in the concrete.
As best shown in Figures 1, 2a and 2b, the form 12 may be substantially T-shaped in cross section. A pair of longitudinally extending slots 22 W O 92/13999 PC~r/US91/00895 ._, 2û~01~
may be formed or cut in the form 12 at the intersection where the substantially vertical and substantially horizontal legs of the T-shaped form meet. Each slot 22 is adapted to engage the horizontally extending leg of one of the frame members 16. A plurality of longitudinally spaced tie wires 23 (i.e. using 16 guage wire) inserted through cooperating transverse holes punched in the form 12 may be used to secure the form and frame members 16 together. Advantageously, this results in the frame members 16 being securely held in position with proper spacing and in proper planar alignment so as to securely support the grating G in position over the trench T once the trench is completed. By insuring both proper spacing and planar alignment, the assembly 10 effectively eliminates the grate rocking problem prevalent in trench installations constructed with the prior art form designs. It also does this while eliminating the tedious and time consuming adjustment steps necessary to insure proper alignment in prior art wood forming methods.
In addition to the spacing and alignment function provided by the cooperating engagement between the form 12 and the frame members 16, the frame members also hold the form substantially against movement during the trench forming procedure. More particularly, since the form 12 is preferably formed of lightweight expanded polystyrene, it is urged upwardly by the buoyant forces of the fluid concrete C
as the latter is poured into the ditch D (see action arrows A in Figure 2c). Remembering that the frame members 16 are spatially fixed due to firm anchoring of the rebar legs 18 in the pre-pour subslab P or the ground, the engagement between the horizontally extending legs of the frame members in the slots 22 of the form 12 prevents the latter from shifting upwardly as the concrete is poured. It is particularly WO92/13~9 PCT/US91/00895 2~)~Q13~
important to note that since the frame members 16 engage the form 12 on opposing sides and along substantially its entire length, the forces exerted by the horizontally extending legs (see action arrow B in 5 Figure 2c) to counterbalance the buoyant forces are spread evenly and longitudinally along the form. This minimizes the chance of internal deformation of the form 12.
It should also be appreciated that the form 10 assembly 10 may be constructed to specification at a remote, sheltered site where all the necessary tools and equipment are conveniently available. More specifically, after determining the required slope an appropriate chalk line is placed on each sidewall of 15 the raw polystyrene form material. A hand saw may then be used to trim the raw form material to the chalk line.
Alternatively, the pitch may be incorporated into the form 12 through the angle to which the frame 20 engaging slots 22 are cut. More particularly, instead of a T-shaped form 12, the form may be fabricated with substantially straight walls from top surface to bottom surface along both sides. The slots 22 are then be cut to appropriate pitch. The frame members 25 16 then engage the form 12 and the bottom surface of the form is automatically positioned at the appropriate pitch when the frame members 16 are anchored in the pre-pour subslab P or the ground of the ditch D at the appropriate level plane. In the r 30 alternative embodiment, a series of tangs may be tack welded on the upper surfaces of the horizontally extending legs of each frame member 16, the tangs spaced inwardly from the vertically extending legs.
The polystyrene form 12 engages and extends between 35 these tangs and thus the desired lateral spacing of the frame members 16 is maintained. Once the concrete sets and the form is completed, the tangs are removed WO92/13999 PCT/US91/~895 2080~
from the frame members 16 and the grate G positioned as shown in Figure 2e.
After the form 12 has been cut to the proper overall shape including length, width and depth and shaved or cut to provide the desired drain pitch, the side and bottom walls of the form are treated with a release compound of the type known in the art to prevent the form from sticking to the concrete. Next, the frame members 16 may be positioned in the slots 22. As indicated above, the slots 22 are cut so as to positively engage and securely hold the frame members 16 in position with the assistance of the tie wires 23. The assembly 10 may then be transported to the job site and positioned in place in a ditch D dug for the trench as a one piece unit in the manner described below.
In accordance with yet another aspect of the present invention, the form 12 is cut so as to include one or more guide tracks 24 extending into each end wall 26 and through the top and bottom surfaces 27, 29 of the form respectively. Slightly away from the end walls 26, the guide tracks 24 are cut from the bottom surface 29 to a position part way toward the top surface 27. At least one and preferably two wire strands 28 are received in the guide tracks 24. Each wire strand 28 extends along the entire length of the form 12 and is exposed through the guide tracks 24 at each end 26 of the form 12. Additionally, as best shown in Figures 2b, 2c, and 2d, each end of each wire strand 28 (e.g. again using 16 gauge tie wire) may be wrapped around a rod or bar 30. The rod or bar 30 effectively serves as a handle which allows the wire strands 28 to be pulled through the form 12 when it is necessary to remove the form from the set concrete.
Alternatively, the distal end of each wire strand 28 may remain free and be pulled by hand in accordance with the deforming procedure described in greater WO92/13~ PCT/US91/00895 2n~0l3fi detail below. It can be appreciated that when tie wires 23 are used in the assembly 10, they are removed prior to the deforming operation.
Turning to Figures 2a-2e, the method of the present invention will now be described in detail. A
ditch D is dug in the ground E at the job site utilizing hand tools such as picks and shovels or heavy machinery such as a back hoe in a manner known in the art to correspond to the individual job specification. The trench forming assembly 10 of the present invention as described above may be assembled either before or after the ditch D is dug.
Additionally, the appropriate asphalt pavement or concrete skirt S may be prepared up to the edge of the ditch to establish the final exposed surface as shown in the drawing. Of course, the skirt S may also be formed as part of the same concrete pour used to form the trench T.
After the ditch D is prepared, the trench forming assembly 10 is positioned in the ditch. As shown in Figure 2b, the rebar legs 18 exten~;ng from the frame member 16 are anchored by pouring a pre-pour subslab P that is allowed to set around the feet 19 of the rebar legs. Alternatively, as described above, rebar legs 18 wihtout feet 19 may be driven into the ground E at the bottom of the ditch D so as to hold the frame members 16 and trench form 12 in the proper position in the ditch.
When positioning the trench forming assembly 10 in the ditch D, it is important to insure that the top edge of the frame members 16 are maintained at the proper height: that is, for example, level with the surrounding skirt S. This may be done utilizing a level or other straightedge which may be extended across the ditch D while resting on the skirt S.
Thus, the trench forming assembly 10 and more particularly, the rebar legs 18 are properly WO92/13999 PCT/US91/~895 2 ~ 3 ~
positioned so that the straightedge engages the skirt S on both sides of the ditch D as well as the upper edges of the frame members 16. At that point the trench forming assembly 10 is in proper position within the ditch as shown in Figure 2b.
The leveling procedure may also utilize posts commonly referred to as batter boards extending between leveling reference points that are a significant distance apart. This is particularly appropriate when the skirt S to be adjacent the trench T is formed as part of a singular concrete pour. The boards are generally secured in place across the top of the assembly 10 with the use of wire that is tied to the rebar legs 18 or the studs 20. It can be appreciated that, when used and left in place during the pouring of concrete, the batter boards provide additional protection against buoyant forces of the fluid concrete C that tends to lift the form 12.
Where more than one trench forming assembly 10 is utilized, the individual trench forming assemblies may be connected together where the sections join by any appropriate means such as a tie wire or lap joint. The vertical sides of the intersecting frames 16 should also be plumb before the concrete is poured. Additionally, the drain pipe leading from the trench T being poured should be plugged to prevent it from filling with concrete.
This may be done in a number of ways including taping over the opening of the pipe and/or pressing the polystyrene form 12 into the pipe so that the opening is effectively sealed.
After the trench forming assembly 10 is secured in place in the ditch D, the method continues with the pouring of a moldable trench forming composition such as concrete C into the ditch around the form assembly. Preferably, the concrete C is poured substantially equally on both sides of the form WO92/13999 PCT/US91/~895 ~ 2~313~
assembly 10 so as to help insure alignment. As is known in the art, such a procedure is important as forces produced by the weight of poured concrete C are significant. Accordingly, the form assembly 10 may shift when caution is not observed. Vibration of the concrete C may also be necessary to insure that the bottom of the trench T is formed completely. The step of pouring concrete C is shown in Figure 2c.
After the concrete C sets, it is necessary to remove the form 12. This may be conveniently and efficiently accomplished utilizing the form assembly 10 of the present invention. More particularly, as indicated above and shown in the drawing figures, a pair of wire strands 28 extend longitudinally along substantially the entire length of each form 12. Each wire strand 28 is received in one of a pair of cooperating guide tracks 24, extending between each end 26 of the form 12. The ends of each wire strand 28 are wound onto a handle 30 such as a rod or bar.
The form is removed by pulling the wire strands 28 through the form 12 by manipulation of one or both of the handles 30. Of course, when tie wires 23 are used, they are removed prior to the deforming process.
More particularly, as shown in Figure 2d, one handle 30 may be grasped and pulled in the direction of action arrow Z. As this is done the wire strands 28 are pulled upwardly through the form 12.
This action is possible since the opposite ends of the wire strands 28 are anchored to another handle 30 that engages the form 12 thereby preventing the wire strands from simply slipping out from under the form without completing the desired cutting action.
Advantageously, by positioning the guide tracks 24 at an angle between substantially 5 and 25 degrees removed from vertical as best shown in Figure 2b, the pulling forces actually serve to draw the center section 32 being cut from the form 12 upwardly.
WO92/13~9 PCT/US91/00895 2~8 1~
Substantially simultaneously, forces are applied to the outer sections 34 which tend to draw them inwardly so that they converge and pull away from the concrete sidewall of the trench T. This significantly aids in the removal of the form 12 from the trench T.
After the wire strands 28 are completely pulled through the form 12, the center wedge section 32 is removed from between the frame members 16. Of course, to aid in gripping the center wedge section 32, any substantially pointed instrument such as a pick, screwdriver or pinch bar may be pushed into the form material. The tool or implement may then be manipulated to aid in withdrawing the wedge section 32. After the wedge section 32 is withdrawn, the outer sections are also removed from the trench in a similar manner. Preferably, the release material previously applied to the sides of form 12 substantially prevents the material of the form from sticking to the sidewall of the completed trench T.
After the form 12 has been removed from the trench T, the plug is removed from the drainpipe and the grating G is placed in position between the frame members 16 (see Figure 2e). Accordingly, the trench T is completed.
In summary, numerous benefits have been described which result from employing the concepts of the present invention. Advantageously, the present assembly 10 and method simplify the trench forming procedure so as to allow the accurate formation of customized trenches while requiring a relatively low skill level to complete the task. This simple and efficient trench forming method substantially reduces labor time and, accordingly, labor costs. The assembly 10 may also be quickly and conveniently deformed by pulling the wire strands 28 through the form 12 so as to allow easy removal in a reduced period of time. It should also be appreciated that ~ ' 2û80136 the completed trench T may be filled with water prior to removing the drain pipe plug. Expanded polystyrene form debris floats in the water to the top of the trench T for easy removal.
Advantageously, it should also be appreciated that the form assembly 10 is relatively light weight and may in fact be assembled at a remote shelter and transported to the job site for utilization. Further, it must be noted that the form 12 incorporates integral slots 22 that serve to capture the frame member or rails 16 that hold the grating or trench cover G. Accordingly, the frame members 16 are held in proper planar alignment and in the proper spacing to insure the grates G will be held in the proper position once the trench T is completed.
Thus, the problem of rocking grates and the associated difficulties and safety hazards resulting from the rocking problem are also substantially avoided.
Additionally, the cooperating engagement between the frame members 16 and the slots 22 of the form 12 prevents the form from floating in the fluid concrete as it is poured.
It should also be appreciated that the form 12 may be left in place to prevent debris from entering the trench T and piping as nearby construction is completed. The form 12 also has sufficient strength to support vehicles when utilized in this manner after the concrete trench has set. The form 12 further provides smoother walls for the completed trench T than with wood sheeting/plank forms, increasing the flow efficiency through the trench.
The foregoing description of a preferred embodiment of the invention has been presented for purposes of illustration and description. It is not intended to be exhaustive or to limit the invention to the precise form disclosed. Obvious modifications or W O 92/13999 P~rtUS91/00895 208Q~
variations are possible in light of the above teachings. For example, the form assembly lo may be adapted to construct a catch basin either as a discrete structure or adjacent the trench T formed by the practice of the invention. It can be visualized that the form 12 may easily be shaped to provide the appropriate dimensions, including depth, for the catch basin. The embodiment disclosed herein was chosen and described to provide the best illustration of the principles of the invention and its practical application to thereby enable one of ordinary skill in the art to utilize the invention in various embodiments and with various modifications as is suited to the particular use contemplated. All such modifications and variations are within the scope of the invention as determined by the appended claims when interpreted in accordance with breadth to which they are fairly, legally and equitably entitled.
Claims (58)
OR PRIVILEGE IS CLAIMED ARE DEFINED AS FOLLOWS :
1. A trench forming apparatus comprising:
at least two elongate rails aligned in parallel relation, each rail having opposed upper and lower surfaces;
anchoring means attached to each of said elongate rails for anchoring said elongate rails in a predetermined location;
an elongate, buoyant body having opposed side surfaces and a bottom surface substantially defining the shape of a trench and having generally upwardly facing surfaces associated with said opposed side surfaces substantially along the length thereof, said generally upwardly facing surfaces of said buoyant body being engaged with said lower surfaces of said elongate rails substantially along a length thereof corresponding to the length of said upwardly facing surfaces of said buoyant body so that said rails cooperate with said buoyant body to substantially counterbalance said buoyant body against upward forces applied thereto by a hardenable trench forming composition poured around at least portions of said buoyant body.
at least two elongate rails aligned in parallel relation, each rail having opposed upper and lower surfaces;
anchoring means attached to each of said elongate rails for anchoring said elongate rails in a predetermined location;
an elongate, buoyant body having opposed side surfaces and a bottom surface substantially defining the shape of a trench and having generally upwardly facing surfaces associated with said opposed side surfaces substantially along the length thereof, said generally upwardly facing surfaces of said buoyant body being engaged with said lower surfaces of said elongate rails substantially along a length thereof corresponding to the length of said upwardly facing surfaces of said buoyant body so that said rails cooperate with said buoyant body to substantially counterbalance said buoyant body against upward forces applied thereto by a hardenable trench forming composition poured around at least portions of said buoyant body.
2. The trench forming apparatus of Claim 1 wherein said generally upwardly facing surfaces of said buoyant body abut said lower surfaces of said elongate rails.
3. The trench forming apparatus of Claim 1 wherein said buoyant body is a foamed plastic body.
4. The trench forming apparatus of Claim 1 wherein said buoyant body is a one piece body.
5. The trench forming apparatus of Claim 1 wherein said buoyant body defines an integrally formed slot in each of said opposed side surfaces of said buoyant body for receiving at least a portion of a respective elongate rail, said slots including said upwardly facing surfaces which are engaged with said elongate rails.
6. The trench forming apparatus of Claim 5 wherein said slots are coplanar and extend substantially horizontally within said buoyant body substantially along the length thereof.
7. The trench forming apparatus of Claim 5 wherein said buoyant body is substantially T-shaped, and wherein said integrally formed slots are positioned along each of the side surfaces where a substantially horizontal leg of said T-shaped form joins to a vertical leg of said T-shaped form.
8. The trench forming apparatus of Claim 1 wherein said anchoring means comprises a plurality of downwardly extending legs connected to each of said elongate rails.
9. The trench forming apparatus of Claim 8 wherein said downwardly extending legs extend below said buoyant body.
10. The trench forming apparatus of Claim 8 wherein said downwardly extending legs each comprise a foot at a lower portion thereof.
11. The trench forming apparatus of Claim 8 wherein said plurality of downwardly extending legs comprise a plurality of rod-shaped members connected to each of said elongate rails.
12. The trench forming apparatus of Claim 1 further comprising a plurality of stabilizing studs extending outwardly from each of said elongate rails.
13. The trench forming apparatus of Claim 1 wherein said at least two elongate rails comprise a pair of opposed substantially L-shaped elongate rails.
14. The trench forming apparatus of Claim 13 wherein each L-shaped elongate rail comprises a substantially horizontal leg for supporting a trench cover and a substantially vertical leg for preventing lateral shifting of the trench cover.
15. The trench forming apparatus of Claim 1 wherein said buoyant body comprises a predetermined shape of predetermined dimensions including depth defining a catch basin.
16. The trench forming apparatus of Claim 1 further comprising means for deforming said buoyant body from within the hardenable trench forming composition once the trench forming composition has set.
17. The trench forming apparatus of Claim 16 wherein said deforming means comprises at least one wire strand extending beneath said buoyant body for cutting said buoyant body into separate pieces as the wire strand is pulled upwardly therethrough once the trench forming composition has set.
18. The trench forming apparatus of Claim 17 wherein said buoyant body includes at least one elongate guide track extending upwardly into said buoyant body from the bottom surface thereof substantially along the length thereof for receiving and guiding a respective wire strand.
19. A trench forming apparatus comprising:
at least two elongate rails aligned in parallel relation, each rail having opposed upper and lower surfaces;
a plurality of downwardly extending legs connected to each of said elongate rails;
an elongate, buoyant body having opposed side surfaces and a bottom surface substantially defining the shape of a trench and having generally upwardly facing surfaces associated with said opposed side surfaces substantially along the length thereof, said generally upwardly facing surfaces of said buoyant body being engaged with said lower surfaces of said elongate rails substantially along a length thereof corresponding to the length of said upwardly facing surfaces of said buoyant body so that said rails and said legs connected thereto cooperate to substantially counterbalance said buoyant body against upward forces applied thereto by a hardenable trench forming composition poured around at least portions of said buoyant body.
at least two elongate rails aligned in parallel relation, each rail having opposed upper and lower surfaces;
a plurality of downwardly extending legs connected to each of said elongate rails;
an elongate, buoyant body having opposed side surfaces and a bottom surface substantially defining the shape of a trench and having generally upwardly facing surfaces associated with said opposed side surfaces substantially along the length thereof, said generally upwardly facing surfaces of said buoyant body being engaged with said lower surfaces of said elongate rails substantially along a length thereof corresponding to the length of said upwardly facing surfaces of said buoyant body so that said rails and said legs connected thereto cooperate to substantially counterbalance said buoyant body against upward forces applied thereto by a hardenable trench forming composition poured around at least portions of said buoyant body.
20. The trench forming apparatus of Claim 19 wherein said generally upwardly facing surfaces of said buoyant body abut said lower surfaces of said elongate rails.
21. The trench forming apparatus of Claim 19 wherein said buoyant body defines an integrally formed slot in each of said opposed side surfaces of said buoyant body for receiving at least a portion of a respective elongate rail, said slots including said upwardly facing surfaces which are engaged with said elongate rails.
22. The trench forming apparatus of claim 21 wherein said slots are coplanar and extend substantially horizontally within said buoyant body substantially along the length thereof.
23. An assembly for forming a trench comprising:
frame means for supporting a trench cover;
a removable form for shaping a moldable trench forming composition around said form; and means for engaging said frame means with a side surface of said form so as to align said frame means and to prevent said form from lifting in the presence of said trench forming composition; and means for anchoring said frame means in a subslab foundation prior to pouring the moldable trench forming composition around said form;
whereby said frame means and said form are securely held substantially against movement by said anchoring means as said trench forming composition sets to form a completed trench.
frame means for supporting a trench cover;
a removable form for shaping a moldable trench forming composition around said form; and means for engaging said frame means with a side surface of said form so as to align said frame means and to prevent said form from lifting in the presence of said trench forming composition; and means for anchoring said frame means in a subslab foundation prior to pouring the moldable trench forming composition around said form;
whereby said frame means and said form are securely held substantially against movement by said anchoring means as said trench forming composition sets to form a completed trench.
24. The assembly of Claim 23 wherein said frame means comprises at least two elongate rails aligned in parallel relation.
25. The assembly of Claim 24 wherein said anchoring means comprises a plurality of downwardly extending legs connected to each of said elongate rails.
26. The assembly of Claim 24 wherein said removable form has a bottom surface and opposed side surfaces for defining the shape of the trench, and wherein said means for engaging said frame means comprises generally upwardly facing surfaces associated with each of the opposed side surfaces of said removable form for engaging a respective elongate rail.
27. The assembly of Claim 24 wherein said removable form defines an integrally formed slot in each of said opposed side surfaces of said removable form for receiving at least a portion of a respective elongate rail, said slots including said upwardly facing surfaces.
28. An assembly for forming a trench of predetermined shape comprising:
a pair of elongate members defining a support surface for supporting a trench cover, each of said members comprising an elongate horizontal leg;
anchoring means connected to each of said elongate members for anchoring said elongate members in a predetermined location;
a removable form for shaping a moldable trench forming composition poured around said form comprising a bottom surface and opposed side surfaces for defining said predetermined shape of said trench;
means formed along said opposed side surfaces of said form for aligning and engaging said pair of elongate members to thereby prevent said form from lifting in the presence of the trench forming composition;
at least two elongate guide tracks in said removable form extending upwardly into said form from said bottom surface thereof substantially along the length thereof;
and cutting means within said guide tracks of said removable form for cutting said removable form into separate pieces for easy removal once said trench forming composition has set.
a pair of elongate members defining a support surface for supporting a trench cover, each of said members comprising an elongate horizontal leg;
anchoring means connected to each of said elongate members for anchoring said elongate members in a predetermined location;
a removable form for shaping a moldable trench forming composition poured around said form comprising a bottom surface and opposed side surfaces for defining said predetermined shape of said trench;
means formed along said opposed side surfaces of said form for aligning and engaging said pair of elongate members to thereby prevent said form from lifting in the presence of the trench forming composition;
at least two elongate guide tracks in said removable form extending upwardly into said form from said bottom surface thereof substantially along the length thereof;
and cutting means within said guide tracks of said removable form for cutting said removable form into separate pieces for easy removal once said trench forming composition has set.
29. The assembly of Claim 28 wherein said anchoring means comprises a plurality of downwardly extending legs connected to each of said elongate members.
30. The assembly of Claim 28 wherein said frame engaging means include generally upwardly facing surfaces associated with each of the opposed side surfaces of said removable form for engaging the horizontal leg of each elongate member.
31. The assembly of Claim 30 wherein said removable form defines an integrally formed slot in each of said opposed side surfaces of said removable form for receiving at least a portion of a respective elongate member, said slots including said upwardly facing surfaces.
32. The assembly of Claim 28 wherein said cutting means comprises at least one wire strand disposed within said guide tracks.
33. A removable form for forming a trench of predetermined shape comprising an elongate body having a shape for shaping a trench forming composition into said predetermined shape of said trench and comprising top, bottom, and opposed side surfaces, said body comprising a pair of coplanar, substantially horizontal, upwardly facing surfaces formed along said side surfaces at a location spaced above said bottom surface for supporting a pair of planar members in a predetermined coplanar, spaced relationship and for maintaining said removable form against upward movement during forming of said trench.
34. The removable form of Claim 33 wherein said elongate body defines an integrally formed slot in each of said side surfaces for receiving at least a portion of a respective planar member, said slots including the upwardly facing surfaces.
35. The removable form of Claim 33 wherein said elongate body is buoyant within said trench forming composition.
36. The removable form of Claim 33 wherein said removable form is a solid body.
37. The removable form of Claim 33 wherein said removable form is a one piece body.
38. The removable form of Claim 33 wherein said removable form is substantially T-shaped.
39. The removable form of Claim 38 wherein said coplanar, upwardly facing surfaces are each positioned along the side surfaces of said removable form at the location where a substantially horizontal leg of said T-shaped form joins to a vertical leg of said T-shaped form.
40. The removable form of Claim 33 wherein said removable form is a foamed plastic.
41. The removable form of Claim 33 wherein said removable form comprises a predetermined shape of predetermined dimensions including depth for forming a catch basin.
42. A method of forming a trench of predetermined shape, comprising the steps of:
providing a trench forming apparatus comprising at least two elongate rails, each of said rails having opposed upper and lower surfaces, the trench forming apparatus also comprising a plurality of anchoring members attached to each of the elongate rails, and an elongate buoyant body having opposed side surfaces and a bottom surface to define the shape of the trench and having generally upwardly facing surfaces associated with said opposed side surfaces substantially along the length thereof, the generally upwardly facing surfaces of the buoyant body being engaged with the lower surfaces of the elongate rails substantially along a length thereof;
anchoring the anchoring members of the trench forming apparatus in a predetermined location; and pouring a moldable trench forming composition around at least portions of the bottom surface and the side surfaces of the buoyant body, whereby the anchoring members cooperate with the elongate rails to hold the buoyant body substantially against upward movement resulting from buoyant forces introduced by the moldable trench forming composition poured around the buoyant body.
providing a trench forming apparatus comprising at least two elongate rails, each of said rails having opposed upper and lower surfaces, the trench forming apparatus also comprising a plurality of anchoring members attached to each of the elongate rails, and an elongate buoyant body having opposed side surfaces and a bottom surface to define the shape of the trench and having generally upwardly facing surfaces associated with said opposed side surfaces substantially along the length thereof, the generally upwardly facing surfaces of the buoyant body being engaged with the lower surfaces of the elongate rails substantially along a length thereof;
anchoring the anchoring members of the trench forming apparatus in a predetermined location; and pouring a moldable trench forming composition around at least portions of the bottom surface and the side surfaces of the buoyant body, whereby the anchoring members cooperate with the elongate rails to hold the buoyant body substantially against upward movement resulting from buoyant forces introduced by the moldable trench forming composition poured around the buoyant body.
43. The method of Claim 42 wherein the lower surfaces of the elongate rails are abutted against the generally upwardly facing surfaces of the buoyant body.
44. The method of Claim 42 wherein the anchoring members comprise a plurality of downwardly extending legs which extend below the buoyant body.
45. The method of Claim 44 wherein said anchoring step comprises the step of forming a subslab of the moldable trench forming composition around lower portions of the downwardly extending legs at a location spaced below the bottom surface of the buoyant body.
46. The method of Claim 44 wherein each of the downwardly extending legs comprise a foot at a lower portion thereof, and wherein said anchoring step comprises the step of forming a subslab of the moldable trench forming composition around the feet of the downwardly extending legs at a location spaced below the bottom surface of the buoyant body.
47. The method of Claim 42 further including the step of removing the buoyant body from the trench following hardening of the trench forming composition.
48. The method of Claim 47 further including the step of separating the buoyant body into a plurality of pieces prior to removing the buoyant body from the trench.
49. The method of Claim 48 wherein said separating step comprises the further steps of:
extending at least one wire strand beneath said buoyant body; and pulling said at least one wire strand through and deforming said buoyant body.
extending at least one wire strand beneath said buoyant body; and pulling said at least one wire strand through and deforming said buoyant body.
50. The method of Claim 48 wherein the buoyant body defines at least two elongate slots extending upwardly into the buoyant body from the bottom surface thereof, and wherein said separating step comprises the step of pulling at least one wire strand upwardly through the elongate slots to thereby separate the buoyant body into a plurality of pieces.
51. The method of Claim 42 wherein the buoyant body defines an integrally formed slot in each of the opposed side surfaces of the buoyant body for receiving at least a portion of a respective elongate rail, the slots including the upwardly facing surfaces.
52. A method of forming a trench of predetermined shape, comprising the steps of:
providing a form assembly comprising a removable form for shaping a moldable trench forming composition including a bottom surface and opposed side surfaces defining said predetermined shape of said trench and further including a pair of elongate guide tracks extending upwardly into said removable form from said bottom surface thereof substantially along the length thereof, the form assembly further comprising cutting members disposed within said guide tracks;
anchoring said form assembly in a ditch;
pouring a moldable trench forming composition around the form assembly in the ditch; and removing said form assembly after the trench forming composition has set by pulling the cutting members through at least a portion of said removable form so as to cut said form into separate pieces for easy removal from the trench.
providing a form assembly comprising a removable form for shaping a moldable trench forming composition including a bottom surface and opposed side surfaces defining said predetermined shape of said trench and further including a pair of elongate guide tracks extending upwardly into said removable form from said bottom surface thereof substantially along the length thereof, the form assembly further comprising cutting members disposed within said guide tracks;
anchoring said form assembly in a ditch;
pouring a moldable trench forming composition around the form assembly in the ditch; and removing said form assembly after the trench forming composition has set by pulling the cutting members through at least a portion of said removable form so as to cut said form into separate pieces for easy removal from the trench.
53. The method according to Claim 52 wherein said cutting members include strands of wire disposed within said guide tracks, and wherein said removing step comprises pulling the wire strands upwardly through the respective guide slots to thereby cut the form into separate pieces.
54. The method according to Claim 52 wherein said removable form includes a generally upwardly facing surface associated with each side surface, wherein said form assembly further comprises at least two elongate rails having lower surfaces which engage respective upwardly facing surfaces of said removable form and a plurality of downwardly extending legs connected to each of said elongate rails; and wherein said anchoring step comprises positioning a lower portion of said downwardly extending legs in a lower portion of said ditch and forming a subslab around said lower portion of said anchoring means at a location spaced below a bottom surface of said form.
55. A method of forming a trench of predetermined shape comprising the steps of:
providing a form assembly comprising an elongate form body including a bottom surface and opposed side surfaces for defining said predetermined shape of said trench and anchoring members operatively connected to said form body and extending below the bottom surface thereof;
positioning a lower portion of said anchoring members in a lower portion of a ditch and forming a subslab around said lower portion of said anchoring members at a location spaced below said bottom surface of said form body to anchor said form assembly in said ditch; and pouring a moldable trench forming composition in said ditch around said bottom and side surfaces of said form assembly whereby said subslab and said anchoring members restrain said form against upward movement while said trench forming composition sets around the form assembly to form said trench.
providing a form assembly comprising an elongate form body including a bottom surface and opposed side surfaces for defining said predetermined shape of said trench and anchoring members operatively connected to said form body and extending below the bottom surface thereof;
positioning a lower portion of said anchoring members in a lower portion of a ditch and forming a subslab around said lower portion of said anchoring members at a location spaced below said bottom surface of said form body to anchor said form assembly in said ditch; and pouring a moldable trench forming composition in said ditch around said bottom and side surfaces of said form assembly whereby said subslab and said anchoring members restrain said form against upward movement while said trench forming composition sets around the form assembly to form said trench.
56. The method according to Claim 55 wherein said removable form includes a generally upwardly facing surface associated with each side surface, wherein said form assembly further comprises at least two elongate rails having lower surfaces which engage respective upwardly facing surfaces of said removable form, wherein said anchoring members include a plurality of downwardly extending legs connected to each of said elongate rails; and wherein said anchoring step comprises positioning a lower portion of said downwardly extending legs in a lower portion of said ditch and forming a subslab around said lower portion of said downwardly extending legs at a location spaced below a bottom surface of said form.
57. The method of Claim 56 wherein form comprises coplanar slots integrally formed in the side surfaces of said form for receiving at least a portion of a respective elongate rail, said slots including said upwardly facing surfaces.
58. The method of Claim 55 wherein said form is buoyant within said trench forming composition.
Priority Applications (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CA002080136A CA2080136C (en) | 1991-02-08 | 1991-02-08 | Trench forming assembly and method |
| PCT/US1991/000895 WO1992013999A1 (en) | 1991-02-08 | 1991-02-08 | Trench forming assembly and method |
| US07/768,610 US5281051A (en) | 1991-02-08 | 1991-02-08 | Trench forming assembly and method |
| US08/184,911 US5348421A (en) | 1991-02-08 | 1994-01-24 | Trench forming assembly and method |
| US08/273,884 US5393171A (en) | 1991-02-08 | 1994-07-12 | Trench forming assembly and method |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CA002080136A CA2080136C (en) | 1991-02-08 | 1991-02-08 | Trench forming assembly and method |
| PCT/US1991/000895 WO1992013999A1 (en) | 1991-02-08 | 1991-02-08 | Trench forming assembly and method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CA2080136A1 CA2080136A1 (en) | 1992-08-09 |
| CA2080136C true CA2080136C (en) | 1999-05-11 |
Family
ID=4150516
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA002080136A Expired - Lifetime CA2080136C (en) | 1991-02-08 | 1991-02-08 | Trench forming assembly and method |
Country Status (1)
| Country | Link |
|---|---|
| CA (1) | CA2080136C (en) |
-
1991
- 1991-02-08 CA CA002080136A patent/CA2080136C/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| CA2080136A1 (en) | 1992-08-09 |
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| Date | Code | Title | Description |
|---|---|---|---|
| EEER | Examination request | ||
| MKEX | Expiry |