US20040045241A1

US20040045241A1 - Isolation pocket form with closure

Info

Publication number: US20040045241A1
Application number: US10/235,836
Authority: US
Inventors: Otis Guillebeau
Original assignee: Individual
Current assignee: Individual
Priority date: 2002-09-06
Filing date: 2002-09-06
Publication date: 2004-03-11

Abstract

An isolation pocket form includes a wall assembled from wall segments having reinforcing ribs. The form is secured to a floor with clips having projections which engage holes in the periphery of the form. A removable closure seats on an interior ledge of the form, the ledge being situated so that the top of the closure is flush with the top of the form. The closure is reinforced by a two-dimensional array of reinforcing ribs to give it strength and rigidity.

Description

BACKGROUND OF THE INVENTION

This invention relates generally to the construction of large buildings of the type in which the structure of the building is supported atop vertical columns embedded in and extending upwardly from a concrete floor slab. More specifically, the invention relates to methods of creating isolation pockets about the bases of such steel support columns as the surrounding subgrade and concrete floor is formed to allow for adjustment of the columns and concrete encasement of the column bases.

Many large buildings, such as warehouses, shopping malls, and the like, are constructed with a steel super-structure that is supported at predetermined intervals atop vertical steel columns that are embedded at their bases within and extend upwardly from the concrete floor slab of the building. When constructing such buildings, concrete footings are generally cast in the ground at the prospective locations of the support columns with the footings having upper surfaces bearing anchor bolts to which the column bases are ultimately secured.

When the footings have thoroughly hardened, the vertically extending steel support columns are mounted thereto by means of the anchor bolts and the remaining steel super-structure of the building is constructed atop the columns. With the super-structure in place, box-shaped wooden forms known as column block-outs are typically built upon the footings surrounding and isolating the support column bases. The floor of the building is then prepared by grading, leveling, and compacting subbase material throughout the floor expanse to a predetermined depth. The subbase is compacted around and against the exterior surfaces of the wooden column block-outs, which isolate the column bases from the subbase material. The concrete slab is then poured on top of the subbase to the upper rims of the wooden forms and allowed to harden thoroughly. In this way, isolation pockets are formed in the floor slab around the bases of the support columns such that the column bases are isolated from the surrounding subbase material and concrete slab. The super-structure of the building can then be precisely aligned by appropriate adjustment of the column bases on their anchor bolts. With the super-structure precisely aligned, the wooden forms that created the isolation pockets in the floor slab are forcibly removed and the remaining voids are filled with concrete, which provides stability and additional anchoring for the columns, protects the column bases from corrosive elements, and completes the concrete floor of the building. In addition, crack control joints are usually cut in the concrete floor slab with the crack control joints extending between adjacent isolation pockets to provide for controlled cracking of the slab as it expands and contracts with changing temperature.

While the just described method of constructing isolation pockets has been used for years with a measure of success, it nevertheless embodies numerous inherent problems and shortcomings. The mere construction and placement of the wooden forms about the bases of support columns, for example, can be extremely time consuming and wasteful, particularly in very large buildings that may include hundreds of support columns. In addition, the removal of the forms once the surrounding slab has hardened can be even more time consuming and usually results in the destruction of the form and in some cracking and chipping of the concrete floor slab around the lips of the isolation pockets.

In addition to being time consuming and wasteful, prior art techniques utilizing removable wooden forms can and sometimes do result in serious structural problems. For example, when the wooden form is removed so that the isolation pocket can be filled with concrete, the dirt and gravel that typically makes up the subbase beneath the floor slab often becomes dislodged and falls into the isolation pocket creating a partial void beneath a portion of the slab. Such dislodging of the subbase material is virtually unavoidable since the wooden form usually must be removed forcefully with blows from hammers and the like. The long term result can be a deterioration in the strength of the slab and a future collapse thereof in the event a heavy weight, such as a forklift truck, is moved onto the weakened area of the slab. Another problem with current methods is the inherent requirement that the isolation pockets themselves be filled with concrete after the main slab has hardened and the wooden forms removed. Since the concrete slabs of most buildings will not support the weight of the concrete truck, the isolation pockets typically must be filled manually from wheelbarrows that are trucked by hand from a remotely located concrete truck across the floor slab to the locations of the isolation pockets. Again, this process is extremely labor intensive and thus wasteful of valuable time and money.

Thus, a continuing and heretofore unaddressed need exists for a method and apparatus for constructing isolation pockets that overcomes the problems and shortcomings of the prior art by eliminating wasteful form construction and removal, preventing the dislodging of subbase material in the region of isolation pockets, and eliminating the requirement that the isolation pockets themselves be filled with concrete after the main slab has hardened. It is to the provision of such a method and apparatus that the present invention is primarily directed.

My prior patent, U.S. Pat. No. 5,224,313, describes an improved method of constructing isolation pockets that utilizes isolation pocket forms that are prefabricated of a durable non-corrosive material and adapted to stay in place embedded within the building floor after construction is complete. In one preferred configuration, the prefabricated form is shaped as a rectangular box having outwardly extending flanges along its bottom edges and having an open top bounded by an upper peripheral lip of the form. In use, the support column footings are poured in the usual way and one of the prefabricated stay-in-place forms is secured to each footing surrounding the anchor bolts thereof. The form can be secured in place by means of concrete nails or other suitable fasteners driven through the lower peripheral flanges of the form and into the concrete material of its corresponding footing.

With one of the forms in place on each footing, the vertically extending steel support columns can be anchored to the footings by means of the anchor bolts and the steel superstructure of the building can be constructed atop the support columns. The super-structure can then be precisely aligned by appropriate manipulations and adjustments of the anchor bolt nuts.

With the footings, isolation pocket forms, support columns, and super-structure in place, the subbase of the building floor can be prepared by grading, leveling, and compacting dirt, gravel, and/or other subbase material within the bounds of the area to be occupied by the finished floor slab. The subbase material is compacted against the exterior surfaces of the isolation pocket forms to a predetermined depth below the upper lips of the forms. The concrete floor slab of the building can then be poured from concrete trucks beginning at one end of the building and working toward the other. However, rather than leaving the isolation pockets unfilled as with prior art methods, the floor slab can be poured and the isolation pockets filled concurrently during the same pouring operation. This is possible with the present invention because the isolation pocket form is adapted to be left in place embedded within the finished concrete floor of the building and does not have to be removed as do prior art wooden forms.

When the concrete of the floor and the isolation pockets have hardened, the exposed upper rim of each isolation pocket can be ground with a suitable grinding apparatus down to the level of the floor. In this way, the concrete does not have to be poured precisely to the rims of the isolation pocket forms but can be poured to a predetermined level below the rims, thus further saving time and money.

Since the floor slab is poured and the isolation pockets filled in the same operation, the highly labor intensive process of filling the isolation pockets from wheelbarrows is eliminated. Furthermore, the inefficient and wasteful construction and removal of prior art wooden forms is eliminated. Also, since the isolation pocket form of this invention stays-in-place embedded within the floor, the subbase material previously compacted against the form is maintained by the form in its highly compacted state such that the dislodging of subbase material in the immediate region of the isolation pockets commonly encountered in the past is eliminated.

SUMMARY OF THE INVENTION

An object of this invention is to provide an isolation pocket form with a closure which seats within the form, flush with the edge of the form. This an other objects are met by the invention shown in FIGS. 5 and 6 and described below.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a perspective partially sectioned view of an isolation pocket portion of a concrete floor slab that embodies principles of the present invention in a preferred form. [0013]
FIG. 2 is a perspective expanded view of the first embodiment of an isolation pocket form constructed according to principles of this invention. [0014]
FIGS. 3 and 4 show a second embodiment of an isolation pocket form constructed according to principles of the present invention. [0015]
FIGS. 5 and 6 show a third embodiment of an isolation pocket form, having a closure. [0016]
FIG. 7 is a perspective view of one of the clips shown in FIG. 5. [0017]

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT

The floor structure [0018] 11 shown in FIG. 1 includes a generally rectangular concrete footing 12 that is formed with an upper load bearing surface 13. A set of anchor bolts 14 (only two of which are exposed in FIG. 1) are embedded within and extend upwardly from the upper surface 13 of the footing 12. The anchor bolts 14 provide means for securing the base plate 16 of a vertical support column 17 to the footing 12 using threaded nuts.
A generally rectangular [0019] open top form 19 is defined by four side panels 21 joined together at their ends with rivets or other suitable fasteners 22. Each of the side panels 21 has a lower flange 23 that extends outwardly from the side panel along its bottom edge. The form 19 is mounted atop the footing 12 surrounding and isolating the base of support column 17 and is secured in place by means of concrete nails or other suitable fasteners 24 driven through the flanges 23 and into the concrete material of the footing 12. The form 19 is constructed from four similar side panels 21, and each panel 21 can be fabricated of a resilient, corrosion-resistant material such as polyethylene, polypropylene, polystyrene, or other suitable plastics.
A set of corner braces or [0020] brackets 20 are disposed in the junctions of adjacent side panels 21 and are secured to each adjoining panel by means of appropriate fasteners such as rivets 36. The brackets 20 serve to brace and provide rigidity to the form 19. Further, the brackets 20 provide for easy assembly of the forms 19 in the field such that the forms can be shipped in a compact disassembled configuration to save shipping costs. The brackets 20 are preferably formed of a metal. With this configuration, the form 19 creates an isolation pocket around the base of support column 17.
The floor slab, generally indicated at [0021] reference numeral 26, includes a layered compacted subbase 27 that provides support for the concrete slab surface 28 of the floor. The subbase 27 shown in FIG. 1 comprises a layer of compacted gravel 29 supported atop a layer of compacted dirt 31. While such a gravel/dirt subbase is common in the construction industry, it will be understood by persons of skill in this art that the subbase 27 might well be formed of a variety of materials other than dirt and gravel. The dirt and gravel subbase of FIG. 1, therefore, is presented only as an illustrative embodiment and should not be construed as a limitation of the present invention.
The material of the [0022] subbase 27 is compacted against the exterior surface of the form 19, which forms a barrier against migration of the subbase materials into the isolation pocket defined by the form 19. A layer 18 of grout is sandwiched between the baseplate 16 of the support column 17 and the upper surface 13 of the footing 12. This layer 18 of grout serves to transmit load pressures through the column 17 and into the footing 12, stabilizes the footing 12, and protects the under side of the baseplate 16 and the anchor bolts 14 from corrosive elements such as moisture.
The interior of the [0023] form 19, which defines the isolation pocket itself, is filled with concrete to the level of the upper surface of slab 28. The concrete 33 serves to anchor the base of the support column 17, provide stability thereto, and protect the base of the column 17 against corrosive elements. Furthermore, the walls 21 of the form 19 function to separate the concrete 33 from the concrete of slab 28 to allow slight relative movement of the two masses of concrete. This movement can be important in preventing unwanted cracking of the concrete slab in the event of slight movements of support columns 17. Linear crack control joints 34 typically are cut in the slab 28 with the crack control joints 34 extending between adjacent isolation pockets surrounding adjacent columns 17. The crack control joints 3 provide for controlled cracking of the slab 28 as the slab expands and contracts in response to changing temperatures.
The upper peripheral rim of the [0024] form 19 is seen to be flush with the surface of the concrete floor slab and the concrete of the isolation pocket. As detailed below, this finished configuration can be accomplished by pouring the concrete to a predetermined level below the form upper rim and subsequently cutting or grinding the form down to the surface of the concrete slab. Alternately, the forms 19 can be constructed to have precise depths and the concrete can be poured and finished up to the level of the upper rims of the isolation pocket forms.
While only one isolation pocket and [0025] support column 17 is shown in FIG. 1, it will be understood that a large building such as a warehouse might include scores or even hundreds of such structures. In constructing these buildings, the concrete footings 12 are typically cast in the ground at the prospective locations of the support columns 17. The footings 12 usually are cast with the anchor bolts 14 in place such that when the footing hardens the anchor bolts are embedded securely within and extend upwardly from the footings. With the footings 12 cast and thoroughly hardened, an isolation pocket form 19 can be secured to the upper surface of each footing surrounding and isolating the anchor bolts 14 of the footing. The forms can be secured in place by suitable fastening means driven through the form flanges 23 and into the concrete of the footings 12. In this regard, it has been found expedient to fasten the forms to the footings using concrete nails fired from a conventional stud gun.
With the [0026] footings 12 and isolation pocket forms 19 in place, the vertical steel support column 17 can be anchored to their respective footings using anchor bolts 14 and nuts. In most instances, the support columns 17 are formed with a lower plate 16 having holes positioned to receive the anchor bolts 14. Usually, each of the anchor bolts 14 includes a lower nut upon which the base of the column rests and an upper nut that can be tightened against the upper surface of the plate 16 to secure the column to the footing.
With the [0027] support columns 17 anchored to their respective footings 12, the skeletal steel structure of the building can be constructed atop the columns 17, which support the structure at predetermined intervals. The entire skeletal structure can then be precisely aligned through appropriate adjustments of the anchor bolt nuts 18. When the structure has been aligned properly, grout 18 is injected beneath the baseplates 16 of the columns 17 and allowed to harden to support the load borne by the column and to protect the underside surface of the plates 16.
The floor of the building can next be prepared by grading, leveling, and compacting the materials of the [0028] subbase 27 about and against the exterior surfaces of the isolation pocket forms 19 to a predetermined depth beneath the upper peripheral rims of the forms. It will be understood that at this stage of the construction procedure, the upper surfaces 13 of the footings 12 are covered with compacted subbase material outside of the forms 19 while the portion of the footing upper surfaces within the forms 19 as well as the bases of support columns 17 remain exposed within the isolation pocket.
Finally, the concrete floor slab itself can be poured from a concrete truck beginning at one end of the building and working toward the other end thereof. In pouring the floor, both the slab [0029] 28 and the concrete 33 within the isolation pockets are poured simultaneously. This is possible with the present invention because the isolation pocket form itself is constructed of a corrosion resistant material and is designed to remain in place embedded within the concrete floor of the finished building. The concrete 33 poured within the isolation pocket form serves to encase and protect the bases of the support columns 17 while providing additional anchoring weight for the bases Using the method of this invention, therefore, the inefficient and time-consuming construction and destruction of isolation pocket forms as well as the necessity that the pockets themselves be filled manually from wheelbarrows after the concrete of the slab 28 has hardened is completely eliminated. Thus, an enormous amount of time and effort and thus money is saved when principles of the present invention are applied.
Furthermore, the [0030] walls 21 of the embedded isolation pockets 19 provide for slight movement of the isolation pocket concrete 33 with respect to the slab 28 and thus tends to prevent unwanted cracking of the slab as the building structure moves in response to temperature or wind.
If desired, the concrete of the floor and the isolation pockets can be poured and finished precisely to the upper peripheral rims of the [0031] forms 19, in which case the floor is completed when the concrete hardens. Alternatively, the concrete can be poured to a level below the upper rims of the forms and, upon hardening of the slab, the forms can be ground with an appropriate grinding device down to the level of the floor slab. With the latter method, precise and time consuming leveling and finishing of the slab during the pouring operation is eliminated.
FIGS. 3 and 4 illustrate a second embodiment of an isolation pocket form embodying principles of the present invention. The embodiment of FIGS. 3 and 4 is particularly suited to manufacture through an injection molding process and is therefore economical. The isolation pocket form [0032] 37 is constructed of four similar injection molded plastic panels 38 that are joined together at their ends to define the form. Each of the panels 38 comprises a wall 35 having a generally rectangular exterior face 39 and a lower flange 41 along its lower edge. An array of vertical buttresses 42 is integrally formed with each panel 38 and the buttress 42 extend between the panel outer face 39 and its lower flange 41. The buttresses 4 provide rigid support for the flanges 41 and also increase the resiliency and strength of the panel outer faces 39. The end vertical edges of each panel 38 are formed with locking protrusions 44 and 45, with the protrusions 44 at one end being formed to engage and lock with protrusions 45, so that the opposing ends of adjacent panels can be secured when the form 37 is constructed. In this regard, and as with the embodiment of FIG. 2, the forms can be shipped in a disassembled configuration and the panels can be secured together on site to create the forms 37.
The [0033] exterior face 39 of each of the panels 38 also is formed with a pair of spaced parallel horizontal ribs 49 and 50. The horizontal ribs 49 and 50 extend in a direction transverse to that of the buttresses 42 on the outside face of each panel 38. The ribs are joined to the exterior face 39 of the panels and to the vertical buttresses 42. In this way, the ribs 49 in conjunction with the buttresses 42 provide for a strong resilient structure that can withstand the compacting of subbase material and the pouring of a concrete slab against its outer surface.
FIGS. 5 and 6 show another modified form of the invention, which includes a [0034] closure 60 that may be applied when desired to cover the interior of the form, to prevent workers from tripping on or stepping into the form, to keep foreign materials out of the form, and to provide a flush floor surface for supporting tilt-up walls.
In this embodiment, as in that of FIGS. [0035] 3-4, the form wall is preferably polygonal, most preferably square, and is formed of wall segments 62 which have coplanar upper edges. Each segment has external vertical and horizontal reinforcing ribs 64, 66 molded integrally with the segment. The edges of the wall segments are overlapped, and are attached to one another by means of bolts and nuts at each corner.
The form assembly is secured to the floor by [0036] clips 68 after the height of the form has been adjusted, if necessary, by inserting shims 70 beneath the segments. The fasteners which secure the clips to the floor are installed through the shims. One of the clips 68 is shown in detail in FIG. 7. It includes a base portion 72, a plateau portion 73 offset upward from the base, and a projection or finger 74 extending downward from the end of the plateau.
Closure supporting ledges are formed by [0037] horizontal ribs 76 molded on the inside surface of each wall segment one and one-half inches from the top of the form. This distance corresponds to the thickness of the closure described below, and also permits one to fashion a cover from standard 2× lumber (e.g., 2×6's) when the top is not used or useable. This may occur when a post has been placed within the form.
The [0038] closure 60 itself has, as mentioned, a height of one and one-half inches. Its horizontal dimensions are chosen so that it fits closely within the top of the form. The closure is bounded by peripheral flanges 78, and, as one can see in FIG. 6, the bottom of the closure has an array of mutually perpendicular reinforcing ribs 80, to give the closure strength and rigidity. The reinforcement enables the closure to support substantial weight and ensures that it remains substantially planar under load.
The [0039] slots 82 in the top of the closure allow one to insert a hook-type tool (not shown) to lift the closure out of the form.
The form shown in FIG. 5 bounds a closed area which is square, but that area could just as well be any other shape, including circular or a polygon having any number of vertices. In the case of a circular form, the wall might be a single piece, or it might be assembled from segments, as described above. [0040]
The [0041] ribs 76 are only one way a ledge may be provided for supporting the closure, and other means will occur to those of skill in the art. For example, the wall might be stepped or rabbetted.
Since the invention is subject to modifications and variations, it is intended that the foregoing description and the accompanying drawings shall be interpreted as only illustrative of the invention defined by the following claims. [0042]

Claims

I claim:

1. An isolation pocket form comprising

a wall bounding a closed area and having a substantially planar upper edge,

means forming a ledge on the inside surface of the wall, a uniform distance below said upper edge, and

a removable closure shaped like the closed area and sized to fit closely within the wall and to seat upon said ledge, the closure having a planar top surface,

the closure having a thickness equal to said uniform distance,

whereby the closure the top surface of the closure is substantially flush with said planar upper edge when the closure is seated upon said ledge.

2. The invention of claim 1, wherein the closed area is polygonal and the wall comprises a plurality of wall segments interconnected to one another.

3. The invention of claim 1, wherein each of said wall segments has external reinforcing ribs.

4. The invention of claim 1, wherein the closure has peripheral flanges and an array of reinforcing ribs to give the top strength and rigidity.

5. The invention of claim 4, wherein said array is two-dimensional.

6. The invention of claim 1, further comprising clips for securing the form to a floor.

7. The invention of claim 6, wherein the form has a plurality of holes at its external bottom periphery, and each of the clips has a base for engaging the floor, a plateau portion offset upward from said base, and a project depending downward from said plateau for engaging within one of said holes.