US20040261342A1 - Re-usable non-metallic construction forming system - Google Patents
Re-usable non-metallic construction forming system Download PDFInfo
- Publication number
- US20040261342A1 US20040261342A1 US10/735,392 US73539203A US2004261342A1 US 20040261342 A1 US20040261342 A1 US 20040261342A1 US 73539203 A US73539203 A US 73539203A US 2004261342 A1 US2004261342 A1 US 2004261342A1
- Authority
- US
- United States
- Prior art keywords
- recited
- forms
- forming system
- retention mechanism
- wall forming
- 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.)
- Abandoned
Links
- 238000010276 construction Methods 0.000 title description 8
- 239000000463 material Substances 0.000 claims abstract description 44
- 230000009969 flowable effect Effects 0.000 claims abstract description 30
- 230000002787 reinforcement Effects 0.000 claims abstract description 30
- 239000011159 matrix material Substances 0.000 claims abstract description 25
- 239000004035 construction material Substances 0.000 claims abstract description 5
- 125000006850 spacer group Chemical group 0.000 claims description 55
- 230000007246 mechanism Effects 0.000 claims description 32
- 230000014759 maintenance of location Effects 0.000 claims description 30
- 239000004033 plastic Substances 0.000 claims description 7
- 230000013011 mating Effects 0.000 claims description 3
- 239000011152 fibreglass Substances 0.000 claims description 2
- 238000000926 separation method Methods 0.000 claims description 2
- 230000008901 benefit Effects 0.000 description 10
- 229910052751 metal Inorganic materials 0.000 description 8
- 239000002184 metal Substances 0.000 description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 8
- AZDRQVAHHNSJOQ-UHFFFAOYSA-N alumane Chemical group [AlH3] AZDRQVAHHNSJOQ-UHFFFAOYSA-N 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 230000000717 retained effect Effects 0.000 description 3
- 239000002023 wood Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000001419 dependent effect Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 238000003754 machining Methods 0.000 description 2
- 239000007769 metal material Substances 0.000 description 2
- 230000000750 progressive effect Effects 0.000 description 2
- 230000008439 repair process Effects 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 239000003086 colorant Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 238000005304 joining Methods 0.000 description 1
- 230000003278 mimic effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 229920005606 polypropylene copolymer Polymers 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000013585 weight reducing agent Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/05—Forming boards or similar elements the form surface being of plastics
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0064—Moulds characterised by special surfaces for producing a desired surface of a moulded article, e.g. profiled or polished moulding surfaces
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/34—Moulds, cores, or mandrels of special material, e.g. destructible materials
- B28B7/346—Manufacture of moulds
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/34—Moulds, cores, or mandrels of special material, e.g. destructible materials
- B28B7/348—Moulds, cores, or mandrels of special material, e.g. destructible materials of plastic material or rubber
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/02—Connecting or fastening means for non-metallic forming or stiffening elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
- E04G17/045—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements being tensioned by wedge-shaped elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
- E04G17/047—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements simultaneously tying two facing forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/10—Forming or shuttering elements for general use with additional peculiarities such as surface shaping, insulating or heating, permeability to water or air
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G2009/028—Forming boards or similar elements with reinforcing ribs on the underside
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G2017/0646—Tying means; Spacers ; Devices for extracting or inserting wall ties made of a flat strip, e.g. of metal
Definitions
- the present invention relates generally to a construction forming system and more specifically to a poured forming system retained using re-usable light-weight plastic forms.
- Poured forming systems are well known for the formation of building structures including foundations, walls, floors, and roofs.
- a form is created for receiving a flowable, hardenable material, most typically a cementitous material such as concrete.
- the form includes a face surface for contacting the flowable material.
- the form is produced predominantly from wood.
- the flowable material contacts a generally planar wooden face and cures into its final orientation.
- wood naturally contains oil.
- the oil mixes with the flowable material, separating any water contained within the flowable material away from the material.
- the separated water is absorbed into the wooden form, causing water damage to the wooden form.
- water stains the front surface of the structure before the structure can completely cure.
- the wooden form is often destroyed upon separation from the flowable material, but includes the advantage of low cost.
- aluminum forms have been used in place of the wooden forms.
- An advantage of the aluminum forms is that they may include one of a limited number of patterns lightly etched into the face, such that when the flowable material contacts the etched surface, it takes on the mirror image of the pattern.
- aluminum forms have a number of significant disadvantages. For example, the forms are heavy, complicating assembly and disassembly as well as transport. Further, while reusable, the etched patterns are easily subject to damage, and may be readily gouged or otherwise defaced. Moreover, the forms are very expensive to manufacture, particularly with respect to providing a consistent pattern from form to form as they are secured together. Yet a further problem is that only a very limited number of simple, lightly etched patterns may be used, which does not extend more than a slight percentage of the total thickness of the form.
- a thin form liner that is disposed between the face of a traditional form and the flowable material.
- the form liner typically includes a lightly etched pattern. Once the material has cured and the form is removed, the liner is then stripped away from the flowable material.
- Such a liner is subject to a number of major problems. In view of its limited thickness, it readily expands or contracts because of changes in temperature. As a result, the liners can only be used in a very limited temperature range without damage to the liners or aberrations to the pattern itself. Further, even when used at optimal temperatures, many flowable materials such as type 3 concrete with accelerators create high heat during the curing process, which damages the liner.
- the liners are also difficult to secure to the face of the form, which results in non-optimal pattern distribution from form to form.
- only a limited number of thinly etched patterns may be used.
- the use of a deeper pattern is often not possible without damage to the liner or at the very least significant distortion to the pattern.
- the present invention relates to a form for use with a flowable construction material.
- the form includes a base portion having a front and rear face and a reinforcement matrix secured to the rear face. At least the base portion of the form is a non-metallic, non-wooden material.
- FIG. 1A is a front view of a form in accordance with the present invention.
- FIG. 1B is a cross-sectional planar view of the form taken along lines 1 A- 1 A in FIG. 1.
- FIG. 2A is a rear view of a form in accordance with the present invention.
- FIG. 2B is a cross-sectional planar view of the form taken along lines 2 A- 2 A in FIG. 2.
- FIG. 3 is a perspective view of an alternate embodiment of the form in accordance with the present invention.
- FIG. 4 is a perspective view of the alternate form in accordance with the present invention.
- FIG. 5 is a perspective view of a further alternate embodiment of the form in accordance with the present invention.
- FIG. 6 is a perspective view of the further alternate form in accordance with the present invention.
- FIG. 7 is a rear view of a wall forming system in accordance with the present invention.
- FIG. 8 is a perspective view of the wall forming system, showing a portion of the retention mechanism in accordance with the present invention.
- FIG. 9 is a perspective view of the wall forming system, showing an alternative embodiment of the retention mechanism.
- FIG. 10 is a perspective view of the wall forming system, showing a further alternative embodiment of the retention mechanism.
- FIG. 11 is a perspective view of a finished wall using the form system of the present invention.
- FIG. 12 is a perspective view of a hollow wall forming system using opposing sets of forms separated by spacers for receiving flowable material.
- FIG. 13 is a different perspective view of the system of FIG. 12.
- FIG. 14 is a perspective view of an isolated alternate spacer in accordance with the present invention.
- FIG. 15 is a perspective view of the wall forming system, illustrating the alternative spacer in an installed position.
- FIG. 16 is a side view of a further alternate spacer using an opening through the faces of opposing forms in accordance with the present invention.
- FIG. 17 is a perspective view of a curb form in accordance with the present invention.
- FIGS. 1A and 2A illustrate front and rear faces 22 , 24 of an innovative construction form 20 made from a non-metallic material
- FIGS. 1B and 2B are taken along lines 1 A- 1 A and 2 A- 2 A, respectively, to show a top and bottom view of form 20 .
- FIG. 1A illustrates front face 22 of form 20 , with a series of cavities 26 extending inwardly from the otherwise generally planar front face 22 .
- cavities 26 may also extend outwardly from front face 22 .
- Front face 22 includes a base portion 28 of form 20 .
- cavities 26 may extend on the order of one-half to three-quarters or even more of the total overall thickness “T” of form 20 .
- FIGS. 1B and 2B illustrate an example of the depth of cavities 26 .
- the illustrated form 20 is intended to mimic rocks extruding from rear surface 24 of form 20 .
- Cavities 26 optionally include holes 27 that extend from front face 22 through rear face 24 . It can be appreciated that holes 27 are not limited to being disposed within cavities 26 and may be disposed anywhere along front face 22 of form 20 . However, holes 27 are not always desired since they can affect the appearance of the finished product.
- the rear surface 24 of form 20 includes an integral honeycombed reinforcement matrix 30 which extends away from rear face 24 .
- Rear face 24 also includes base portion 28 of form 20 .
- reinforcement matrix 30 includes a plurality of horizontally and vertically extending braces 32 , 34 integral with base portion 28 of form 20 .
- cavities 26 may intersect braces 32 or 34 , thereby providing cavities 26 with additional structural support.
- braces 32 , 34 are equally spaced from each other. However, as shown in FIG. 2A, spacing of braces 32 , 34 may be non-uniform in regions where additional rigidity or support is required to minimize unwanted movement of form 20 when in an installed orientation.
- braces 32 , 34 representing the outer periphery of the form 20 are wider in dimension “A” than the inner braces.
- the braces 32 , 34 representing the outer periphery of form 20 may also be of the same thickness as inner braces.
- additional bracing such as members extending diagonally between select horizontal or vertical braces, may be helpful for some applications.
- additional bracing may be required when a very deep pattern is used, such as one that extends inwardly from the front face 22 to a significant percentage of the total thickness “T” of form 20 .
- Another example may be when a particularly complicated pattern is desired.
- thickness, depth, numbers, and orientation of the braces 32 , 34 may all be modified as desired to provide the optimal balance between weight and necessary rigidity of form 20 based on the pattern being used.
- FIGS. 3 and 4 illustrate an alternate embodiment of the present invention.
- Reinforcement matrix 30 ′ of forms 20 ′ include webbings 35 and supports 37 and 37 ′. Supports 37 and 37 ′ are intermittently spaced between sections of webbings 35 .
- the webbings 35 include orifices 33 .
- the orifices 33 provide webbings 35 with a cushion to protect form 20 ′ against inadvertent side impacts, especially during assembly and disassembly of forms 20 ′ when webbings 35 may be physically struck. In essence, orifices 33 absorb a substantial amount of the force exerted on reinforcement matrix 30 ′.
- webbings 35 allow for weight reduction of form 20 ′.
- webbing 35 may be positioned in close proximity to another webbing 35 for additional cushioning. Moreover, placing two webbings 35 in close proximity to one another allows form 20 ′ to be divided into sub-units (not shown) if desired. Accordingly, each sub-unit may include at least one webbing 35 . It should be noted that while FIGS. 3 and 4 illustrate orifices 33 varying in size, orifices 33 may also be of uniform size.
- FIG. 5 illustrates form 20 ′ as having a staggering vertical outer periphery.
- the staggering vertical outer periphery of form 20 ′ may assist a user when joining two or more forms 20 ′ together.
- the staggering outer periphery of form 20 ′ provides for easier alignment of adjoining forms 20 ′, than the straight outer periphery of forms 20 .
- the staggering outer peripheries of forms 20 ′ provides a greater retaining force of forms 20 ′.
- FIG. 6 illustrates adjoining forms 20 ′ positioned to form an interlocking unit. Securement of forms 20 and 20 ′ are discussed in greater detail below.
- reinforcement matrix 30 ′ of form 20 ′ may be interchanged with reinforcement matrix 30 of form 20 .
- reinforcement matrix 30 ′ performs substantially the same function as reinforcement matrix 30 and provides the same advantages as reinforcement matrix 30 as well as the additional advantages noted above.
- outer vertical brace 34 of form 20 includes a plurality of openings 40 spaced between top 44 and bottom 46 of form 20 . Openings 40 are located between recess 45 . Recesses 45 are discussed in greater detail below. Additionally, horizontal braces 32 associated with top 44 and bottom 46 of form 20 may also include openings 40 , and recesses 45 , spaced along each horizontal brace 32 .
- Openings 40 assist in constructing an overall wall forming system 50 in accordance with various embodiments of the present invention as shown in the Figures.
- Wall forming system 50 includes a plurality of forms 20 .
- Forms 20 are aligned such that openings 40 of adjacent forms 20 line up with each other when forms 20 are being assembled into wall forming system 50 .
- a series of male members such as bolts 52
- Bolts 52 can be inserted through mating openings 40 of adjacent forms 20 and then secured.
- bolts 52 are threaded, allowing a nut (not shown) to be threaded onto bolts 52 .
- a conventional fastener can be time consuming to assemble and disassemble.
- FIGS. 7 and 8 illustrate one embodiment of the present invention.
- a friction based securement member illustrated as a friction based wedging member 54 is used as part of a retention mechanism 56 .
- Retention mechanism 56 further includes bolts 52 .
- Wedging member 54 is wedged between base portion 28 of form 20 and bolt 52 .
- wedging member 54 is thinnest at one end and thickest at an opposing end to form a ramp-like member.
- wedge member 54 is wider at the thicker portion and narrower at the thinner portion. Applying a force at the top of wedging member 54 , in a direction generally perpendicular to the desired movement between bolt 52 and form 20 , forces the thicker portion of wedging member 54 to lodge between bolt 52 and form 20 .
- wedging member 54 is such that a person in the field will be able to easily identify the proper orientation of wedging member 54 for installation. However, on the other hand, the design of wedging member 54 does not prevent installation of wedging member 54 when wedging member 54 is rotated 180 degrees. If such an orientation of wedging member 54 is desired, then the installer may simply hold wedging member 54 in place while hammering.
- Wedging member 54 is concave to facilitate its insertion between bolt 52 and base portion 28 of form 20 . The concave shape of wedging member 54 also facilitates the application of force on the bottom portion of wedging member 54 to dislodge wedging member 54 once wall forming system 50 is to be disassembled.
- Wedging member 54 may be formed of a material having characteristics which allow wedging member 54 to compress under load without damaging either form 20 or bolt 52 .
- wedging member 54 may be formed of the same material as form 20
- bolt 52 may typically be metallic, and preferably formed from an iron-based material.
- wedging member 54 may also be metallic so as to minimize damage caused to wedging member 54 from bolt 52 during assembly of wall forming system 50 .
- Form 20 provides compressive capabilities to further assist in retaining bolt 52 and wedging member 54 .
- braces 32 , 34 are offset from openings 40 and reinforcement mechanism 56 to permit the use of either wedging member 54 or traditional threaded connections.
- FIG. 9 illustrates an alternative retention mechanism 56 ′ that may be practiced with the present invention.
- wedging member 54 ′ is integral with form 20 .
- wedging members 54 ′ are only disposed on a common side of each form 20 .
- Retention mechanism 56 ′ includes an opening 58 along the lateral extent of wedging member 54 ′, generally equally spaced from an upper end 60 and a lower end 62 .
- Outer periphery of opening 58 is preferably less in diameter than bolt 52 to be inserted, creating a friction fit as wedging member 54 ′ is inserted into bolt 52 .
- the material on either side of opening 58 provides resistance and support to opening 58 , facilitating retention of bolt 52 .
- wedging member 54 ′ is not limited to the retention mechanisms disclosed above, but can be practiced with other approaches to integrating wedging member 54 ′ to form 20 .
- the portion of wedging member 54 ′ adjoining an opening 40 may be thinner than a portion spaced away from opening 40 along the path of travel of bolt 52 .
- wedging member 54 ′ may be integrated with form 20 in any manner so long as wedging member 54 ′ is integrated with form 20 and friction is used to retain bolt 52 , while permitting easy removal once wall forming system 50 is to be disassembled.
- FIG. 10 is a further alternative embodiment of retention mechanism 56 ′′ that may be practiced with the present invention.
- Retention mechanism 56 ′′ includes a wedging member 54 ′′ and bolt 52 .
- Wedging member 54 ′′ may be wedged between base portion 28 of form 20 and bolt 52 as in FIG. 8, or wedging member 54 ′′ may be integral with form 20 as in FIG. 9.
- Wedging member 54 ′′ is similar to wedging member 54 and wedging member 54 ′ however, wedging member 54 ′′ further includes a lip 55 at the thicker portion. Lip 55 provides a wider surface than wedging member 54 and 54 ′ on which to apply force during installation.
- FIG. 11 illustrates a finished wall 80 where the material being retained forms the opposite half of the mold for the flowable material.
- Wall forming system 50 is set up, the flowable material is poured between opposing molds, permitted to cure into wall 80 , and then wall forming system 50 is disassembled.
- the pattern shown in FIG. 11 is of rocks jutting out from a base, which is much more defined and detailed then patterns formed by conventional systems.
- FIGS. 12 and 13 illustrate a second pattern that may be used in accordance with the present invention.
- FIGS. 12 and 13 illustrate how forms 20 and retention mechanisms 56 create the wall forming system 50 of adjacent forms 20 according to the present invention.
- spacers 66 are often placed between adjacent forms 20 to assist with proper alignment of forms 20 to create wall forming system 50 .
- Spacers 66 keep opposing sets of forms 20 generally equally spaced from one another and are substantially incorporated into finished wall 80 .
- Spacers 66 may also perform an additional function of forming a mold to receive flowable material to be cured therebetween into finished wall 80 .
- First and second ends 74 , 76 of spacers 66 are configured to receive the retaining mechanism 56 .
- first and second ends 74 , 76 have an aperture 75 for slidingly engaging bolt 52 of retention mechanism 56 outside the boundary of form 20 .
- first and second ends 74 , 76 of spacer 66 rest within recesses 45 of forms 20 .
- the depths of each individual recess 45 is generally half the depth of first or second ends 74 , 76 .
- Recesses 45 help to minimize any seam that exists between adjoining forms 20 and that may be visible on the finished wall 80 . It should be noted with the staggering outer periphery of forms 20 ′ further assist in hiding any seams that may be visible on finished wall 80 because the seam is not continuous along a horizontal or vertical line.
- first and second ends 74 , 76 of spacers 66 remain outside the boundary of finished wall 80 .
- spacers 66 may be scored at a dividing line 72 .
- the location of dividing line 72 is dependent on the thickness of finished wall 80 ; dividing line 72 separates the portion of spacer 66 that remains embedded in the finished wall 80 from the portion of spacer 66 that juts out of the finished wall 80 .
- dividing line 72 may be disposed anywhere along spacer 66 and may be any multiple numbers of scoring lines. Removal of first and second ends 74 , 76 of spacer 66 from finished wall 80 only requires a slight tap of a hammer to first and second ends 74 , 76 .
- FIGS. 14 and 15 illustrate an alternative spacer 90 according to the present invention.
- Conventional spacers are either all flat or all round. Flat spacers generally allow for easier assembly of form 20 while round spacers may be more durable. Moreover, round spacers generally more aesthetically pleasing because once construction is complete, the portion of the round spacer that remains within finished wall 80 is less noticeable on the surface of finished wall 80 . However, it is generally more difficult to insert bolts into round spacers.
- spacer 90 combines advantages of conventional spacers into a new spacer, without the corresponding disadvantages.
- Spacer 90 has both a flat portion 92 and a round portion 94 . Flat portion 92 further includes apertures 96 for receiving bolt 52 of retaining mechanism 56 .
- Round portion 94 of spacer 90 is substantially incorporated into finished wall 80 , while flat portion 92 remains outside the boundary of finished wall 80 . Similar to first and second ends 74 , 76 of spacers 66 , flat portions 92 of spacers 90 rest within recesses 45 . Moreover, to facilitate removal of flat portions 92 after construction, spacer 90 may be scored at one or more dividing lines 98 . The location of dividing line 98 is dependent on the thickness of finished wall 80 ; dividing line 98 separates the portion of spacer 90 that remains embedded in the finished wall 80 from the portion of spacer 90 that juts out of finished wall 80 . Removal of flat portion 92 of spacer 90 only requires a slight tap of a hammer to flat portion 92 .
- FIG. 15 illustrates spacer 90 in an installed position within wall forming system 50 .
- Spacer 90 may be manufactured using any conventional techniques for forming metal parts. For instance, a round section of metal may be used for the round portion 94 of spacer 90 . Flat pieces of metal may be welded to the round section of metal for create the flat portion 92 of spacer 90 . However, the preferred method of manufacturing spacer 90 is by using a progressive stamping operation on a flat piece of metal. The round portion 94 of spacer 90 may be machined from the flat piece of metal through progressive tooling techniques, while the flat portion 92 of spacer 90 maintains the shape of the flat piece of metal.
- FIGS. 3, 4, 5 , 6 , 12 , 13 , and 15 shows a plurality of openings 40 along upper and lower outer horizontal braces 32 of form 20 .
- forms 20 may be stacked vertically along horizontal braces 32 , and are not limited to being connected along vertical outer braces 34 .
- Retention mechanism 56 is identical for retaining forms 20 stacked vertically upon each other.
- spacers 90 ′ may be used with respect to holes 27 .
- threaded bolts, acting as spacers 90 ′ pass through mating holes 27 of each opposed form 20 and nuts 99 optionally engage the rear face 24 to maintain each form 20 in a fixed orientation with respect to spacer 90 ′.
- nuts 99 engaging rear face 24 may be removed.
- Spacer 90 ′ may be scored in a manner similar to that discussed above to remove portions of spacer 90 ′ that extends outwardly from finished wall 80 .
- spacer 90 ′ may be used as a fastener for items to be screwed to finished wall 80 such as studs.
- Road curbs may also be manufactured using a curb form 100 similar in concept to form 20 , and substantially incorporating the features and advantages of form 20 .
- FIG. 17 illustrates curb form 100 .
- Curb form 100 includes a front portion 102 and a rear portion 104 .
- Front portion 102 includes a tapered panel 106 .
- Tapered panel 106 may be designed as per government or industry regulations for road curb structures.
- Rear portion 104 comprises a solid face 108 and a reinforcement grid 110 .
- Reinforcement grid 110 generally resembles reinforcement matrix 30 of form 20 .
- reinforcement grid 110 performs substantially the same function as reinforcement matrix 30 as well as provides the same advantages as reinforcement matrix 30 .
- reinforcement grid 110 may also resemble reinforcement matrix 30 ′ of form 20 ′ and perform substantially the same function as well as provide the same advantages of reinforcement matrix 30 ′ of form 20 ′.
- Curb form 100 includes openings 112 for engaging spacers and retention mechanisms. As with forms 20 , curb forms 100 may be joined together by retention mechanisms to create a plurality of connected curb forms 100 , depending on the desired length of the finished road curb. Similarly, spacers 66 or 90 may be used to properly align the first and second portions 102 , 104 of the curb form 100 and may be integrated into the finished road curb. Once first and second portions 102 , 104 of curb form 100 are connected by spacer 66 or 90 , flowable material is poured between first and second portion 102 , 104 . The flowable material is then cured into the finished road curb.
- form 20 and form 100 there are numerous advantages to manufacturing at least key components of form 20 and form 100 from a non-wooden and non-metallic material such as plastic.
- Forms 20 , 100 are also very light in weight, permitting the ready movement, assembly, and disassembly of forms 20 , 100 at a construction site.
- forms 20 , 100 are non-metallic, the forms 20 , 100 are much more resistant to slight dings or bangs that would otherwise deface a metallic form with an etched pattern.
- repair may be possible at an actual job site, using plastic repair kits known in the art, and without having to rework the entire pattern.
- the pattern is integrated into base portion 28 of forms 20 , 100 , unwanted movement of the pattern with respect to the rest of forms 20 , 100 is eliminated, in contrast to the use of conventional thin liners.
- forms 20 , 100 are completely integral, formed as one piece.
- key components of forms 20 , 100 are created using a molding process.
- forms 20 , 100 are created by computer numerical control (CNC) machining. CNC machining allows forms 20 , 100 to have a custom shape and custom size.
- the molded material is a polypropylene copolymer such as that sold under the trade name Pro-fax TM.
- forms 20 , 100 may be manufactured at very low cost, permitting the creation of many different molds with different patterns depending on the desired application.
- the material may include a variety of fillers such as fiberglass strands to provide additional stiffness and rigidity to forms 20 , 100 , while still minimizing weight and providing flexibility against potential nicks or gouges.
- the flowable material used to create finished wall 80 does not bond with the material of forms 20 , 100 during the curing process. Therefore, forms 20 , 100 require minimal cleaning after the flowable material has been cured and forms 20 , 100 have been removed. Moreover, there is minimal, if any, contact between the flowable material and retention mechanism 56 . Thus, rusting of the metal components of retention mechanism 56 may be substantially reduced over time.
- forms 20 , 100 are not porous like wood and thus, do not absorb any water from the flowable material. Therefore, forms 20 , 100 do not have to be sprayed with a coating prior to use to prevent water absorption, nor do forms 20 , 100 deteriorate over time due to water damage. Moreover, holes 27 of forms 20 , 100 allow the flowable material to breathe and thus, drain out any excess air and water retained in the flowable material. As a result, finished wall 80 may have a finer surface texture than with conventional forms. Along those same lines, forms 20 , 100 may be used to create a colored finished wall 80 without reducing the reusability of the forms.
- Forms 20 , 100 may be coated with a powder or acid which mixes with the flowable material to create a colored flowable material. As stated above, unlike conventional forms, forms 20 , 100 are not porous and therefore, do not absorb the color of the flowable material. Thus, forms 20 , 100 may be used to make finished walls 80 of several different colors, without affecting the color of the finished wall 80 or the reusability of forms 20 , 100 .
- Forms 20 , 100 are not limited to creating a generally planar finished wall 80 as illustrated in FIG. 8, but may also generate curves, radii and fillers to create corners for finished wall 80 . Accordingly, forms 20 , 100 may be molded to create a complete wall, including corners, without the use of additional molds for the corners. Moreover, forms 20 , 100 may be altered for use in an area where a full size form 20 , 100 would not properly fit. Forms 20 , 100 may be cut on location at a construction site due to the nature of the material of forms 20 , 100 without affecting the quality or formation of finished wall 80 . On the other hand, forms 20 , 100 may be joined together to form any irregular shape or size for finished wall 80 . It should noted that while forms 20 , 100 are depicted as being joined to form generally rectangular-shaped walls, forms 20 , 100 may be joined as staggering units to divide and possibly hide any seams that may exist on the finished wall 80 .
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Moulds, Cores, Or Mandrels (AREA)
- Joining Of Building Structures In Genera (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Revetment (AREA)
- Road Paving Structures (AREA)
- Laminated Bodies (AREA)
- Panels For Use In Building Construction (AREA)
- Bridges Or Land Bridges (AREA)
- Finishing Walls (AREA)
Abstract
A form for use with a flowable construction material including a base portion having a front and rear face and a reinforcement matrix secured to the rear face. At least the base portion of the form is a non-metallic, non-wooden material. It is emphasized that this abstract is provided to comply with the rules requiring an abstract that will allow a searcher or other reader to quickly ascertain the subject matter of the technical disclosure. It is submitted with the understanding that it will not be used to interpret or limit the scope or meaning of the claims. 37 CFR 1.72(b).
Description
- This application claims the benefit of U.S. Provisional Application No. 60/437,380, filed Dec. 31, 2002, and U.S. Provisional Application No. 60/491,355, filed Jul. 31, 2003, the entire contents of which are herein incorporated by reference. The present invention relates generally to a construction forming system and more specifically to a poured forming system retained using re-usable light-weight plastic forms.
- Poured forming systems are well known for the formation of building structures including foundations, walls, floors, and roofs. Typically, a form is created for receiving a flowable, hardenable material, most typically a cementitous material such as concrete. The form includes a face surface for contacting the flowable material.
- Most often the form is produced predominantly from wood. The flowable material contacts a generally planar wooden face and cures into its final orientation. However, wood naturally contains oil. The oil mixes with the flowable material, separating any water contained within the flowable material away from the material. The separated water is absorbed into the wooden form, causing water damage to the wooden form. Furthermore, water stains the front surface of the structure before the structure can completely cure. Additionally, the wooden form is often destroyed upon separation from the flowable material, but includes the advantage of low cost.
- More recently aluminum forms have been used in place of the wooden forms. An advantage of the aluminum forms is that they may include one of a limited number of patterns lightly etched into the face, such that when the flowable material contacts the etched surface, it takes on the mirror image of the pattern. However, aluminum forms have a number of significant disadvantages. For example, the forms are heavy, complicating assembly and disassembly as well as transport. Further, while reusable, the etched patterns are easily subject to damage, and may be readily gouged or otherwise defaced. Moreover, the forms are very expensive to manufacture, particularly with respect to providing a consistent pattern from form to form as they are secured together. Yet a further problem is that only a very limited number of simple, lightly etched patterns may be used, which does not extend more than a slight percentage of the total thickness of the form.
- To address the problems of both wooden and aluminum forms, at least one company has created a thin form liner that is disposed between the face of a traditional form and the flowable material. The form liner typically includes a lightly etched pattern. Once the material has cured and the form is removed, the liner is then stripped away from the flowable material. Such a liner is subject to a number of major problems. In view of its limited thickness, it readily expands or contracts because of changes in temperature. As a result, the liners can only be used in a very limited temperature range without damage to the liners or aberrations to the pattern itself. Further, even when used at optimal temperatures, many flowable materials such as type 3 concrete with accelerators create high heat during the curing process, which damages the liner. The liners are also difficult to secure to the face of the form, which results in non-optimal pattern distribution from form to form. As with the aluminum forms, only a limited number of thinly etched patterns may be used. Moreover, the use of a deeper pattern is often not possible without damage to the liner or at the very least significant distortion to the pattern.
- The present invention relates to a form for use with a flowable construction material. The form includes a base portion having a front and rear face and a reinforcement matrix secured to the rear face. At least the base portion of the form is a non-metallic, non-wooden material.
- FIG. 1A is a front view of a form in accordance with the present invention.
- FIG. 1B is a cross-sectional planar view of the form taken along
lines 1A-1A in FIG. 1. - FIG. 2A is a rear view of a form in accordance with the present invention.
- FIG. 2B is a cross-sectional planar view of the form taken along
lines 2A-2A in FIG. 2. - FIG. 3 is a perspective view of an alternate embodiment of the form in accordance with the present invention.
- FIG. 4 is a perspective view of the alternate form in accordance with the present invention.
- FIG. 5 is a perspective view of a further alternate embodiment of the form in accordance with the present invention.
- FIG. 6 is a perspective view of the further alternate form in accordance with the present invention.
- FIG. 7 is a rear view of a wall forming system in accordance with the present invention.
- FIG. 8 is a perspective view of the wall forming system, showing a portion of the retention mechanism in accordance with the present invention.
- FIG. 9 is a perspective view of the wall forming system, showing an alternative embodiment of the retention mechanism.
- FIG. 10 is a perspective view of the wall forming system, showing a further alternative embodiment of the retention mechanism.
- FIG. 11 is a perspective view of a finished wall using the form system of the present invention.
- FIG. 12 is a perspective view of a hollow wall forming system using opposing sets of forms separated by spacers for receiving flowable material.
- FIG. 13 is a different perspective view of the system of FIG. 12.
- FIG. 14 is a perspective view of an isolated alternate spacer in accordance with the present invention.
- FIG. 15 is a perspective view of the wall forming system, illustrating the alternative spacer in an installed position.
- FIG. 16 is a side view of a further alternate spacer using an opening through the faces of opposing forms in accordance with the present invention.
- FIG. 17 is a perspective view of a curb form in accordance with the present invention.
- Referring now to the Figures, wherein like reference numerals refer to like elements throughout the several figures, FIGS. 1A and 2A illustrate front and
22, 24 of anrear faces innovative construction form 20 made from a non-metallic material, while FIGS. 1B and 2B are taken alonglines 1A-1A and 2A-2A, respectively, to show a top and bottom view ofform 20. - More specifically, FIG. 1A illustrates
front face 22 ofform 20, with a series ofcavities 26 extending inwardly from the otherwise generally planarfront face 22. However, it can be appreciated thatcavities 26 may also extend outwardly fromfront face 22. As discussed in greater detail below,cavities 26 can be deep.Front face 22 includes abase portion 28 ofform 20. In significant contrast with the prior art,cavities 26 may extend on the order of one-half to three-quarters or even more of the total overall thickness “T” ofform 20. FIGS. 1B and 2B illustrate an example of the depth ofcavities 26. The illustratedform 20 is intended to mimic rocks extruding fromrear surface 24 ofform 20. -
Cavities 26 optionally includeholes 27 that extend fromfront face 22 throughrear face 24. It can be appreciated that holes 27 are not limited to being disposed withincavities 26 and may be disposed anywhere alongfront face 22 ofform 20. However, holes 27 are not always desired since they can affect the appearance of the finished product. - The
rear surface 24 ofform 20 includes an integralhoneycombed reinforcement matrix 30 which extends away fromrear face 24. Rear face 24 also includesbase portion 28 ofform 20. In the illustrated embodiment,reinforcement matrix 30 includes a plurality of horizontally and vertically extending 32, 34 integral withbraces base portion 28 ofform 20. In some instances,cavities 26 may intersect 32 or 34, thereby providingbraces cavities 26 with additional structural support. In general, braces 32, 34 are equally spaced from each other. However, as shown in FIG. 2A, spacing of 32, 34 may be non-uniform in regions where additional rigidity or support is required to minimize unwanted movement ofbraces form 20 when in an installed orientation. In the illustrated embodiment, braces 32, 34 representing the outer periphery of theform 20 are wider in dimension “A” than the inner braces. However, the 32, 34 representing the outer periphery ofbraces form 20 may also be of the same thickness as inner braces. It is also envisioned that additional bracing, such as members extending diagonally between select horizontal or vertical braces, may be helpful for some applications. For example, additional bracing may be required when a very deep pattern is used, such as one that extends inwardly from thefront face 22 to a significant percentage of the total thickness “T” ofform 20. Another example may be when a particularly complicated pattern is desired. Thus, thickness, depth, numbers, and orientation of the 32, 34 may all be modified as desired to provide the optimal balance between weight and necessary rigidity ofbraces form 20 based on the pattern being used. - FIGS. 3 and 4 illustrate an alternate embodiment of the present invention.
Reinforcement matrix 30′ offorms 20′ includewebbings 35 and supports 37 and 37′. 37 and 37′ are intermittently spaced between sections ofSupports webbings 35. Thewebbings 35 includeorifices 33. Theorifices 33 providewebbings 35 with a cushion to protectform 20′ against inadvertent side impacts, especially during assembly and disassembly offorms 20′ when webbings 35 may be physically struck. In essence,orifices 33 absorb a substantial amount of the force exerted onreinforcement matrix 30′. Moreover, webbings 35 allow for weight reduction ofform 20′. As illustrated, webbing 35 may be positioned in close proximity to anotherwebbing 35 for additional cushioning. Moreover, placing twowebbings 35 in close proximity to one another allowsform 20′ to be divided into sub-units (not shown) if desired. Accordingly, each sub-unit may include at least onewebbing 35. It should be noted that while FIGS. 3 and 4 illustrateorifices 33 varying in size,orifices 33 may also be of uniform size. - FIG. 5 illustrates
form 20′ as having a staggering vertical outer periphery. The staggering vertical outer periphery ofform 20′ may assist a user when joining two ormore forms 20′ together. The staggering outer periphery ofform 20′ provides for easier alignment ofadjoining forms 20′, than the straight outer periphery offorms 20. Moreover, once forms 20′ are secured together, the staggering outer peripheries offorms 20′ provides a greater retaining force offorms 20′. FIG. 6 illustrates adjoiningforms 20′ positioned to form an interlocking unit. Securement of 20 and 20′ are discussed in greater detail below. While the present invention illustrates the vertical outer periphery as being staggering, the present invention can also be practiced with the horizontal outer periphery as being staggering. It should be further noted thatforms reinforcement matrix 30′ ofform 20′ may be interchanged withreinforcement matrix 30 ofform 20. Furthermore,reinforcement matrix 30′ performs substantially the same function asreinforcement matrix 30 and provides the same advantages asreinforcement matrix 30 as well as the additional advantages noted above. - As best illustrated in FIGS. 3, 4, 5, 6, 12, 13, and 15 outer
vertical brace 34 ofform 20 includes a plurality ofopenings 40 spaced between top 44 and bottom 46 ofform 20.Openings 40 are located betweenrecess 45.Recesses 45 are discussed in greater detail below. Additionally,horizontal braces 32 associated with top 44 and bottom 46 ofform 20 may also includeopenings 40, and recesses 45, spaced along eachhorizontal brace 32. -
Openings 40 assist in constructing an overallwall forming system 50 in accordance with various embodiments of the present invention as shown in the Figures.Wall forming system 50 includes a plurality offorms 20.Forms 20 are aligned such thatopenings 40 ofadjacent forms 20 line up with each other whenforms 20 are being assembled intowall forming system 50. There is no requirement thatopenings 40 be equally spaced apart. In practice it has been found to be most beneficial to haveopenings 40 closely spaced together in the center ofform 20 and more widely spaced near top 44 and bottom 46 ofform 20, as best illustrated in FIG. 7. - During assembly of
forms 20 into thewall forming system 50, a series of male members, such asbolts 52, may be used to secureforms 20 together.Bolts 52 can be inserted throughmating openings 40 ofadjacent forms 20 and then secured. Traditionally,bolts 52 are threaded, allowing a nut (not shown) to be threaded ontobolts 52. However, the use of such a conventional fastener can be time consuming to assemble and disassemble. - FIGS. 7 and 8 illustrate one embodiment of the present invention. A friction based securement member illustrated as a friction based wedging
member 54, is used as part of aretention mechanism 56.Retention mechanism 56 further includesbolts 52. Wedgingmember 54 is wedged betweenbase portion 28 ofform 20 andbolt 52. Typically, wedgingmember 54 is thinnest at one end and thickest at an opposing end to form a ramp-like member. As illustrated,wedge member 54 is wider at the thicker portion and narrower at the thinner portion. Applying a force at the top of wedgingmember 54, in a direction generally perpendicular to the desired movement betweenbolt 52 andform 20, forces the thicker portion of wedgingmember 54 to lodge betweenbolt 52 andform 20. The shape and design of wedgingmember 54 is such that a person in the field will be able to easily identify the proper orientation of wedgingmember 54 for installation. However, on the other hand, the design of wedgingmember 54 does not prevent installation of wedgingmember 54 when wedgingmember 54 is rotated 180 degrees. If such an orientation of wedgingmember 54 is desired, then the installer may simply hold wedgingmember 54 in place while hammering. Wedgingmember 54 is concave to facilitate its insertion betweenbolt 52 andbase portion 28 ofform 20. The concave shape of wedgingmember 54 also facilitates the application of force on the bottom portion of wedgingmember 54 to dislodge wedgingmember 54 oncewall forming system 50 is to be disassembled. Wedgingmember 54 may be formed of a material having characteristics which allow wedgingmember 54 to compress under load without damaging eitherform 20 orbolt 52. In an alternative embodiment, wedgingmember 54 may be formed of the same material asform 20, whilebolt 52 may typically be metallic, and preferably formed from an iron-based material. In a further alternative embodiment, wedgingmember 54 may also be metallic so as to minimize damage caused to wedgingmember 54 frombolt 52 during assembly ofwall forming system 50.Form 20 provides compressive capabilities to further assist in retainingbolt 52 and wedgingmember 54. Additionally, as illustrated in the present invention, braces 32, 34 are offset fromopenings 40 andreinforcement mechanism 56 to permit the use of either wedgingmember 54 or traditional threaded connections. - FIG. 9 illustrates an
alternative retention mechanism 56′ that may be practiced with the present invention. As illustrated, wedgingmember 54′ is integral withform 20. To avoid interference withbolts 52, wedgingmembers 54′ are only disposed on a common side of eachform 20.Retention mechanism 56′ includes anopening 58 along the lateral extent of wedgingmember 54′, generally equally spaced from anupper end 60 and alower end 62. Outer periphery of opening 58 is preferably less in diameter thanbolt 52 to be inserted, creating a friction fit as wedgingmember 54′ is inserted intobolt 52. The material on either side of opening 58 provides resistance and support to opening 58, facilitating retention ofbolt 52. It can be appreciated that the present invention is not limited to the retention mechanisms disclosed above, but can be practiced with other approaches to integrating wedgingmember 54′ to form 20. For example, the portion of wedgingmember 54′ adjoining anopening 40 may be thinner than a portion spaced away from opening 40 along the path of travel ofbolt 52. It can be appreciated that wedgingmember 54′ may be integrated withform 20 in any manner so long as wedgingmember 54′ is integrated withform 20 and friction is used to retainbolt 52, while permitting easy removal oncewall forming system 50 is to be disassembled. - FIG. 10 is a further alternative embodiment of
retention mechanism 56″ that may be practiced with the present invention.Retention mechanism 56″ includes a wedgingmember 54″ andbolt 52. Wedgingmember 54″ may be wedged betweenbase portion 28 ofform 20 andbolt 52 as in FIG. 8, or wedgingmember 54″ may be integral withform 20 as in FIG. 9. Wedgingmember 54″ is similar to wedgingmember 54 and wedgingmember 54′ however, wedgingmember 54″ further includes alip 55 at the thicker portion.Lip 55 provides a wider surface than wedging 54 and 54′ on which to apply force during installation.member -
Wall forming system 50 illustrated in the Figures is often used for retaining walls of the type illustrated in FIG. 11. FIG. 11 illustrates afinished wall 80 where the material being retained forms the opposite half of the mold for the flowable material.Wall forming system 50 is set up, the flowable material is poured between opposing molds, permitted to cure intowall 80, and then wall formingsystem 50 is disassembled. The pattern shown in FIG. 11 is of rocks jutting out from a base, which is much more defined and detailed then patterns formed by conventional systems. However, it should be noted that the pattern in FIG. 11 is for illustration purposes and thatwall forming system 50 may be of a different pattern. For example, FIGS. 12 and 13 illustrate a second pattern that may be used in accordance with the present invention. - As noted above, forms 20 are positioned adjoining to each other in
wall forming system 50. However, forms 20 may not necessarily be adjoining. FIGS. 12 and 13 illustrate howforms 20 andretention mechanisms 56 create thewall forming system 50 ofadjacent forms 20 according to the present invention. Additionally, spacers 66 are often placed betweenadjacent forms 20 to assist with proper alignment offorms 20 to createwall forming system 50.Spacers 66 keep opposing sets offorms 20 generally equally spaced from one another and are substantially incorporated into finishedwall 80.Spacers 66 may also perform an additional function of forming a mold to receive flowable material to be cured therebetween intofinished wall 80. First and second ends 74, 76 ofspacers 66 are configured to receive theretaining mechanism 56. Accordingly, first and second ends 74, 76 have anaperture 75 for slidingly engagingbolt 52 ofretention mechanism 56 outside the boundary ofform 20. Moreover, first and second ends 74, 76 ofspacer 66 rest withinrecesses 45 offorms 20. Thus, when forms 20 are positioned adjoining to each other, forms 20 are substantially flush with respect to each other. Accordingly, the depths of eachindividual recess 45 is generally half the depth of first or second ends 74, 76.Recesses 45 help to minimize any seam that exists betweenadjoining forms 20 and that may be visible on thefinished wall 80. It should be noted with the staggering outer periphery offorms 20′ further assist in hiding any seams that may be visible onfinished wall 80 because the seam is not continuous along a horizontal or vertical line. - Once
forms 20 are disassembled, first and second ends 74, 76 ofspacers 66 remain outside the boundary offinished wall 80. To facilitate removal of first and second ends 74, 76 ofspacer 66 after construction,spacers 66 may be scored at adividing line 72. The location of dividingline 72 is dependent on the thickness offinished wall 80; dividingline 72 separates the portion ofspacer 66 that remains embedded in thefinished wall 80 from the portion ofspacer 66 that juts out of thefinished wall 80. However, it can be appreciated that dividingline 72 may be disposed anywhere alongspacer 66 and may be any multiple numbers of scoring lines. Removal of first and second ends 74, 76 ofspacer 66 fromfinished wall 80 only requires a slight tap of a hammer to first and second ends 74, 76. - FIGS. 14 and 15 illustrate an
alternative spacer 90 according to the present invention. Conventional spacers are either all flat or all round. Flat spacers generally allow for easier assembly ofform 20 while round spacers may be more durable. Moreover, round spacers generally more aesthetically pleasing because once construction is complete, the portion of the round spacer that remains withinfinished wall 80 is less noticeable on the surface offinished wall 80. However, it is generally more difficult to insert bolts into round spacers. As shown in FIGS. 14 and 15,spacer 90 combines advantages of conventional spacers into a new spacer, without the corresponding disadvantages.Spacer 90 has both aflat portion 92 and around portion 94.Flat portion 92 further includesapertures 96 for receivingbolt 52 of retainingmechanism 56.Round portion 94 ofspacer 90 is substantially incorporated into finishedwall 80, whileflat portion 92 remains outside the boundary offinished wall 80. Similar to first and second ends 74, 76 ofspacers 66,flat portions 92 ofspacers 90 rest withinrecesses 45. Moreover, to facilitate removal offlat portions 92 after construction,spacer 90 may be scored at one ormore dividing lines 98. The location of dividingline 98 is dependent on the thickness offinished wall 80; dividingline 98 separates the portion ofspacer 90 that remains embedded in thefinished wall 80 from the portion ofspacer 90 that juts out offinished wall 80. Removal offlat portion 92 ofspacer 90 only requires a slight tap of a hammer toflat portion 92. FIG. 15 illustratesspacer 90 in an installed position withinwall forming system 50. -
Spacer 90 may be manufactured using any conventional techniques for forming metal parts. For instance, a round section of metal may be used for theround portion 94 ofspacer 90. Flat pieces of metal may be welded to the round section of metal for create theflat portion 92 ofspacer 90. However, the preferred method ofmanufacturing spacer 90 is by using a progressive stamping operation on a flat piece of metal. Theround portion 94 ofspacer 90 may be machined from the flat piece of metal through progressive tooling techniques, while theflat portion 92 ofspacer 90 maintains the shape of the flat piece of metal. - As stated above, FIGS. 3, 4, 5, 6, 12, 13, and 15 shows a plurality of
openings 40 along upper and lower outerhorizontal braces 32 ofform 20. Thus, forms 20 may be stacked vertically alonghorizontal braces 32, and are not limited to being connected along vertical outer braces 34.Retention mechanism 56 is identical for retainingforms 20 stacked vertically upon each other. - Moreover, under certain circumstances, such as when
openings 40 are not accessible, but opposingforms 20 must be maintained in a fixed position, spacers 90′ may be used with respect to holes 27. In a simple embodiment illustrated in FIG. 16, threaded bolts, acting asspacers 90′, pass through mating holes 27 of eachopposed form 20 andnuts 99 optionally engage therear face 24 to maintain eachform 20 in a fixed orientation with respect tospacer 90′. Once use offorms 20 is complete, nuts 99 engagingrear face 24 may be removed.Spacer 90′ may be scored in a manner similar to that discussed above to remove portions ofspacer 90′ that extends outwardly fromfinished wall 80. Alternatively,spacer 90′ may be used as a fastener for items to be screwed tofinished wall 80 such as studs. - Road curbs may also be manufactured using a
curb form 100 similar in concept to form 20, and substantially incorporating the features and advantages ofform 20. FIG. 17 illustratescurb form 100.Curb form 100 includes afront portion 102 and arear portion 104.Front portion 102 includes a taperedpanel 106.Tapered panel 106 may be designed as per government or industry regulations for road curb structures.Rear portion 104 comprises asolid face 108 and areinforcement grid 110.Reinforcement grid 110 generally resemblesreinforcement matrix 30 ofform 20. Moreover,reinforcement grid 110 performs substantially the same function asreinforcement matrix 30 as well as provides the same advantages asreinforcement matrix 30. It should be noted thatreinforcement grid 110 may also resemblereinforcement matrix 30′ ofform 20′ and perform substantially the same function as well as provide the same advantages ofreinforcement matrix 30′ ofform 20′. -
Curb form 100 includesopenings 112 for engaging spacers and retention mechanisms. As withforms 20, curb forms 100 may be joined together by retention mechanisms to create a plurality of connected curb forms 100, depending on the desired length of the finished road curb. Similarly, spacers 66 or 90 may be used to properly align the first and 102, 104 of thesecond portions curb form 100 and may be integrated into the finished road curb. Once first and 102, 104 ofsecond portions curb form 100 are connected by 66 or 90, flowable material is poured between first andspacer 102, 104. The flowable material is then cured into the finished road curb.second portion - There are numerous advantages to manufacturing at least key components of
form 20 andform 100 from a non-wooden and non-metallic material such as plastic. 20, 100 are also very light in weight, permitting the ready movement, assembly, and disassembly ofForms 20, 100 at a construction site. Yet, becauseforms 20, 100 are non-metallic, theforms 20, 100 are much more resistant to slight dings or bangs that would otherwise deface a metallic form with an etched pattern. In the case of damage toforms 20, 100, repair may be possible at an actual job site, using plastic repair kits known in the art, and without having to rework the entire pattern. Further, because the pattern is integrated intoforms base portion 28 of 20, 100, unwanted movement of the pattern with respect to the rest offorms 20, 100 is eliminated, in contrast to the use of conventional thin liners.forms - In a preferred embodiment of the invention,
20, 100 are completely integral, formed as one piece. In one embodiment, key components ofentire forms 20, 100 are created using a molding process. In an alternate embodiment, forms 20, 100 are created by computer numerical control (CNC) machining. CNC machining allowsforms 20, 100 to have a custom shape and custom size. In a further alternative embodiment of the present invention, the molded material is a polypropylene copolymer such as that sold under the trade name Pro-fax TM. Thus, forms 20, 100 may be manufactured at very low cost, permitting the creation of many different molds with different patterns depending on the desired application. The material may include a variety of fillers such as fiberglass strands to provide additional stiffness and rigidity toforms 20, 100, while still minimizing weight and providing flexibility against potential nicks or gouges. For instance, the flowable material used to createforms finished wall 80 does not bond with the material of 20, 100 during the curing process. Therefore, forms 20, 100 require minimal cleaning after the flowable material has been cured and forms 20, 100 have been removed. Moreover, there is minimal, if any, contact between the flowable material andforms retention mechanism 56. Thus, rusting of the metal components ofretention mechanism 56 may be substantially reduced over time. - Additionally, forms 20, 100 are not porous like wood and thus, do not absorb any water from the flowable material. Therefore, forms 20, 100 do not have to be sprayed with a coating prior to use to prevent water absorption, nor do
20, 100 deteriorate over time due to water damage. Moreover, holes 27 offorms 20, 100 allow the flowable material to breathe and thus, drain out any excess air and water retained in the flowable material. As a result, finishedforms wall 80 may have a finer surface texture than with conventional forms. Along those same lines, forms 20, 100 may be used to create a coloredfinished wall 80 without reducing the reusability of the forms. 20, 100 may be coated with a powder or acid which mixes with the flowable material to create a colored flowable material. As stated above, unlike conventional forms, forms 20, 100 are not porous and therefore, do not absorb the color of the flowable material. Thus, forms 20, 100 may be used to makeForms finished walls 80 of several different colors, without affecting the color of thefinished wall 80 or the reusability of 20, 100.forms - Forms 20, 100 are not limited to creating a generally planar
finished wall 80 as illustrated in FIG. 8, but may also generate curves, radii and fillers to create corners forfinished wall 80. Accordingly, forms 20, 100 may be molded to create a complete wall, including corners, without the use of additional molds for the corners. Moreover, forms 20, 100 may be altered for use in an area where a 20, 100 would not properly fit.full size form 20, 100 may be cut on location at a construction site due to the nature of the material ofForms 20, 100 without affecting the quality or formation offorms finished wall 80. On the other hand, forms 20, 100 may be joined together to form any irregular shape or size forfinished wall 80. It should noted that while 20, 100 are depicted as being joined to form generally rectangular-shaped walls, forms 20, 100 may be joined as staggering units to divide and possibly hide any seams that may exist on theforms finished wall 80. - The embodiments disclosed herein have been discussed for the purpose of familiarizing the reader with novel aspects of the invention. Although preferred embodiments of the invention have been shown and described, many changes, modifications and substitutions may be made by one having ordinary skill in the art without necessarily departing from the spirit and scope of the invention as described in the following claims.
Claims (27)
1. A form for use with a flowable construction material comprising:
a base portion having a front face and a rear face;
a reinforcement matrix secured to said rear face; and
wherein at least said base portion is formed from a non-metallic, non-wooden material.
2. A form as recited in claim 1 , wherein said base portion and said reinforcement matrix are formed as a single piece.
3. A form as recited in claim 2 , wherein said non-metallic, non-wooden material is a plastic.
4. A form as recited in claim 3 , wherein said plastic includes fiberglass strands.
5. A form as recited in claim 1 , wherein said reinforcement matrix comprises a series of integral braces.
6. A form as recited in claim 1 , wherein said front face of said base portion further includes a tapered panel.
7. A form as recited in claim 1 , wherein said front face further includes a pattern.
8. A form as recited in claim 7 , wherein a cavity associated with said pattern includes at least one aperture that extends from said front face to said rear face of said base portion.
9. A form as recited in claim 8 , wherein said cavity associated with said pattern may extend more than approximately one-half the total thickness of the form.
10. A form as recited in claim 9 , wherein said cavity may extend more than approximately three-quarters of the total thickness of the form.
11. A form as recited in claim 10 , wherein said reinforcement matrix comprises a series of integral braces, and wherein said cavity intersects one of said braces to provide additional structural support.
12. A wall forming system comprising:
a plurality of forms, each having a front face, a rear face and a plurality of openings through said forms;
a reinforcement matrix secured to said rear face of said plurality of forms;
at least one retention mechanism having a male member and a securement member;
at least one spacer tie; and
wherein said plurality of forms are a non-metallic, non-wooden material, and wherein said retention mechanism secures together two of said forms.
13. A wall forming system as recited in claim 12 , wherein said forms include at least one opening, and wherein said male member of said retention mechanism passes through said opening.
14. A wall forming system as recited in claim 13 , wherein said spacer tie comprises said male member of said retention mechanism.
15. A wall forming system as recited in claim 13 , wherein said spacer tie has at least one hole and wherein said male member of said retention mechanism engages said hole and said opening when they are in mating alignment.
16. A wall forming system as recited in claim 15 , wherein said openings of two forms being aligned with respect to each other, wherein said male member of said retention mechanism is inserted through said openings of two of said plurality of forms, and wherein said securement member is a wedging member that retains said male member through a friction fit.
17. A wall forming system as recited in claim 16 , wherein said securement member of said retention mechanism is integral with one of said plurality of forms.
18. A retention mechanism as recited in claim 15 , said spacer tie includes opposing flat portions and a round portion disposed therebetween, and wherein said at least one hole extends through each of said flat portions.
19. A wall forming system as recited in claim 18 , wherein said spacer tie including a score line to facilitate its separation along said score line, and wherein said score line separates said round portion from said plurality of flat portions.
20. A wall forming system for use with a flowable construction material comprising:
a plurality of base portions, each including a front face and a rear face;
a reinforcement matrix secured to each of said rear faces;
a retention mechanism;
wherein each of said plurality of base portions and said reinforcement matrix are molded as one piece, wherein said plurality of base portions are plastic, and
wherein said retention mechanism secures two of said plurality of base portions together.
21. A wall forming system as recited in claim 20 , wherein said plurality of base portions further includes a plurality of holes and wherein two of said base portions are positioned adjacent each other such that said holes of said base portions are aligned.
22. A wall forming system as recited in claim 21 , wherein said retention mechanism includes a male member and a securement member, wherein said male member passing through said aligned holes of said adjacent base portions and said securement member retains said male member.
23. A wall forming system as recited in claim 21 , wherein said retention mechanism further includes a brace disposed between said base portions for properly aligning said base portions.
24. A form for use with a flowable construction material comprising:
a base portion having a front face including a pattern and a rear face, said base portion is formed from a plastic material;
a reinforcement matrix having a series of integral braces and being secured to said rear face; and
wherein said base portion and said reinforcement matrix are formed from a single material.
25. A form as recited in claim 24 , wherein a cavity associated with said pattern includes at least one aperture that extends from said front face to said rear face of said base portion.
26. A form as recited in claim 24 , wherein said cavity associated with said pattern may extend more than approximately one-half the total thickness of said form.
27. A form as recited in claim 24 , wherein said cavity may extend more than approximately three-quarters of the total thickness of the form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US10/735,392 US20040261342A1 (en) | 2002-12-31 | 2003-12-12 | Re-usable non-metallic construction forming system |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US43738002P | 2002-12-31 | 2002-12-31 | |
| US49135503P | 2003-07-31 | 2003-07-31 | |
| US10/735,392 US20040261342A1 (en) | 2002-12-31 | 2003-12-12 | Re-usable non-metallic construction forming system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20040261342A1 true US20040261342A1 (en) | 2004-12-30 |
Family
ID=32717899
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US10/735,392 Abandoned US20040261342A1 (en) | 2002-12-31 | 2003-12-12 | Re-usable non-metallic construction forming system |
Country Status (12)
| Country | Link |
|---|---|
| US (1) | US20040261342A1 (en) |
| EP (1) | EP1578572A2 (en) |
| JP (1) | JP2006521477A (en) |
| KR (1) | KR20050104342A (en) |
| AR (1) | AR042695A1 (en) |
| AU (1) | AU2003297053A1 (en) |
| BR (1) | BR0317900A (en) |
| CA (1) | CA2512157A1 (en) |
| MX (1) | MXPA05007106A (en) |
| RU (1) | RU2005125035A (en) |
| TW (1) | TWI250242B (en) |
| WO (1) | WO2004060623A2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20050120663A1 (en) * | 2003-12-03 | 2005-06-09 | Geoplast S.P.A. | Re-usable modular formwork with improved ribs |
| US20160244984A1 (en) * | 2013-07-10 | 2016-08-25 | Polytech Gmbh | Formwork panel for concreting formworks |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100436739C (en) * | 2006-01-20 | 2008-11-26 | 孙志强 | Wood-plastic formwork for construction |
| CN102259387A (en) * | 2010-05-12 | 2011-11-30 | 吴方伯 | Ribbed precasting template for buildings |
| CN105822064A (en) * | 2016-04-27 | 2016-08-03 | 成都绿迪科技有限公司 | Mobile steel buckle for concrete civil engineering template |
Citations (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US830925A (en) * | 1906-07-03 | 1906-09-11 | George Pellinger | Mold. |
| US854098A (en) * | 1906-07-12 | 1907-05-21 | Henrietta Mann | Concrete-wall form. |
| US1123261A (en) * | 1908-12-29 | 1915-01-05 | Thomas A Edison | Mold for concrete construction. |
| US1636396A (en) * | 1922-03-02 | 1927-07-19 | William E Urschel | Building form |
| US2517432A (en) * | 1947-11-20 | 1950-08-01 | Edward J Miller | Apparatus for forming and applying stone-simulating wall finishes |
| US3307822A (en) * | 1963-01-07 | 1967-03-07 | Internat Concrete Systems Comp | Concrete wall construction form |
| US4150808A (en) * | 1978-01-16 | 1979-04-24 | Sawyer Robert D | Concrete construction form panel |
| US4407480A (en) * | 1977-01-03 | 1983-10-04 | Precise Forms, Inc. | Textured brick form |
| US5232646A (en) * | 1990-11-07 | 1993-08-03 | Concrete Design Specialties, Inc. | Methods of forming contoured walls |
| US5431366A (en) * | 1993-04-28 | 1995-07-11 | Sumitomo Chemical Company, Limited | See-through concrete form |
| US5432366A (en) * | 1993-05-28 | 1995-07-11 | Board Of Regents Of The University Of Texas System | P-I-N MOSFET for ULSI applications |
| US5792552A (en) * | 1996-04-12 | 1998-08-11 | Providence Industries, L.L.C. | Reusable concrete form panel sheeting |
| US6117521A (en) * | 1995-01-25 | 2000-09-12 | Teijin-Metton Kabushiki Kaisha | Concrete formwork |
| US6148575A (en) * | 1996-06-26 | 2000-11-21 | Dingler; Gerhard | Structural member and process for producing a structural member |
| US6401286B1 (en) * | 2000-05-08 | 2002-06-11 | Gregory A. Brenn | Bridge deck construction forms |
| US20020117602A1 (en) * | 2001-02-23 | 2002-08-29 | Ward Philip T. | Lightweight concrete forming panel with face sheet reinforcement |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US491355A (en) | 1893-02-07 | Albert johnson | ||
| US437380A (en) | 1890-09-30 | Charles g | ||
| US2610381A (en) * | 1951-01-12 | 1952-09-16 | Romoio J Rosati | Demountable form for pouring concrete |
| US3169294A (en) * | 1963-10-11 | 1965-02-16 | Symons Mfg Co | Concrete wall form panel units with attached connecting means therefor |
| US4221357A (en) * | 1979-01-02 | 1980-09-09 | The Burke Company | Tie rod assembly for concrete form panels |
| JPH10292624A (en) * | 1997-02-20 | 1998-11-04 | Zokei:Kk | Rugged pattern with three-dimensional curve, three-dimensional decorative concrete form with holding device embedded to hold concrete side pressure, and forming method thereof |
| US6691976B2 (en) * | 2000-06-27 | 2004-02-17 | Feather Lite Innovations, Inc. | Attached pin for poured concrete wall form panels |
| WO2002055812A1 (en) * | 2001-01-11 | 2002-07-18 | Patrick Joseph Scallan | Moulding of concrete walls |
-
2003
- 2003-12-12 US US10/735,392 patent/US20040261342A1/en not_active Abandoned
- 2003-12-15 MX MXPA05007106A patent/MXPA05007106A/en not_active Application Discontinuation
- 2003-12-15 EP EP03814770A patent/EP1578572A2/en not_active Withdrawn
- 2003-12-15 RU RU2005125035/03A patent/RU2005125035A/en not_active Application Discontinuation
- 2003-12-15 KR KR1020057012389A patent/KR20050104342A/en not_active Ceased
- 2003-12-15 JP JP2005508586A patent/JP2006521477A/en active Pending
- 2003-12-15 AU AU2003297053A patent/AU2003297053A1/en not_active Abandoned
- 2003-12-15 BR BR0317900-1A patent/BR0317900A/en not_active IP Right Cessation
- 2003-12-15 CA CA002512157A patent/CA2512157A1/en not_active Abandoned
- 2003-12-15 WO PCT/US2003/039745 patent/WO2004060623A2/en not_active Ceased
- 2003-12-30 AR ARP030104882A patent/AR042695A1/en unknown
- 2003-12-31 TW TW092137683A patent/TWI250242B/en not_active IP Right Cessation
Patent Citations (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US830925A (en) * | 1906-07-03 | 1906-09-11 | George Pellinger | Mold. |
| US854098A (en) * | 1906-07-12 | 1907-05-21 | Henrietta Mann | Concrete-wall form. |
| US1123261A (en) * | 1908-12-29 | 1915-01-05 | Thomas A Edison | Mold for concrete construction. |
| US1636396A (en) * | 1922-03-02 | 1927-07-19 | William E Urschel | Building form |
| US2517432A (en) * | 1947-11-20 | 1950-08-01 | Edward J Miller | Apparatus for forming and applying stone-simulating wall finishes |
| US3307822A (en) * | 1963-01-07 | 1967-03-07 | Internat Concrete Systems Comp | Concrete wall construction form |
| US4407480A (en) * | 1977-01-03 | 1983-10-04 | Precise Forms, Inc. | Textured brick form |
| US4150808A (en) * | 1978-01-16 | 1979-04-24 | Sawyer Robert D | Concrete construction form panel |
| US5232646A (en) * | 1990-11-07 | 1993-08-03 | Concrete Design Specialties, Inc. | Methods of forming contoured walls |
| US5232646B1 (en) * | 1990-11-07 | 1999-02-16 | Concrete Design Specialties In | Methods of forming contoured walls |
| US5431366A (en) * | 1993-04-28 | 1995-07-11 | Sumitomo Chemical Company, Limited | See-through concrete form |
| US5432366A (en) * | 1993-05-28 | 1995-07-11 | Board Of Regents Of The University Of Texas System | P-I-N MOSFET for ULSI applications |
| US6117521A (en) * | 1995-01-25 | 2000-09-12 | Teijin-Metton Kabushiki Kaisha | Concrete formwork |
| US5792552A (en) * | 1996-04-12 | 1998-08-11 | Providence Industries, L.L.C. | Reusable concrete form panel sheeting |
| US6148575A (en) * | 1996-06-26 | 2000-11-21 | Dingler; Gerhard | Structural member and process for producing a structural member |
| US6401286B1 (en) * | 2000-05-08 | 2002-06-11 | Gregory A. Brenn | Bridge deck construction forms |
| US20020117602A1 (en) * | 2001-02-23 | 2002-08-29 | Ward Philip T. | Lightweight concrete forming panel with face sheet reinforcement |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20050120663A1 (en) * | 2003-12-03 | 2005-06-09 | Geoplast S.P.A. | Re-usable modular formwork with improved ribs |
| US7469873B2 (en) * | 2003-12-03 | 2008-12-30 | Geoplast S.P.A. | Re-usable modular formwork with improved ribs |
| US20160244984A1 (en) * | 2013-07-10 | 2016-08-25 | Polytech Gmbh | Formwork panel for concreting formworks |
| US10465397B2 (en) * | 2013-07-10 | 2019-11-05 | Polytech Gmbh | Formwork panel for concreting formworks |
| US10890001B2 (en) | 2013-07-10 | 2021-01-12 | Polytech Gmbh | Formwork panel for concrete-work shutterings |
Also Published As
| Publication number | Publication date |
|---|---|
| EP1578572A2 (en) | 2005-09-28 |
| RU2005125035A (en) | 2006-05-27 |
| TW200424412A (en) | 2004-11-16 |
| MXPA05007106A (en) | 2006-03-17 |
| AR042695A1 (en) | 2005-06-29 |
| TWI250242B (en) | 2006-03-01 |
| WO2004060623A3 (en) | 2004-11-11 |
| BR0317900A (en) | 2005-11-29 |
| AU2003297053A1 (en) | 2004-07-29 |
| CA2512157A1 (en) | 2004-07-22 |
| KR20050104342A (en) | 2005-11-02 |
| WO2004060623A2 (en) | 2004-07-22 |
| JP2006521477A (en) | 2006-09-21 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US10890001B2 (en) | Formwork panel for concrete-work shutterings | |
| KR101722109B1 (en) | Prefabricated aluminum form panel for construction | |
| KR101765107B1 (en) | Building construction method using exposed concrete wall | |
| KR102519366B1 (en) | Mold form for construction | |
| US20040261342A1 (en) | Re-usable non-metallic construction forming system | |
| KR101812565B1 (en) | Building construction method using exposed concrete wall | |
| CA2012600A1 (en) | Wall units for constructing buildings | |
| US6910672B2 (en) | Corner assembly | |
| KR100839602B1 (en) | Formwork Panel Spacers | |
| KR20180131929A (en) | Structural Mold Manufacturing Method for Reinforced Concrete Column and Structural Mold Thereof | |
| KR100840004B1 (en) | Formwork Inconner End Connection | |
| KR100639156B1 (en) | Formwork Inconner End Connection | |
| KR101900689B1 (en) | Walls construction method using exposed concrete method | |
| JP2686555B2 (en) | Formwork for step molding | |
| CN1774552A (en) | Re-usable non-metallic construction forming system | |
| CN217998929U (en) | Pouring mold for constructional column formwork | |
| KR101812560B1 (en) | Building construction method | |
| KR20000002289U (en) | Formwork Euroform Panel | |
| KR101812955B1 (en) | Building construction method using exposed concrete process | |
| KR101859406B1 (en) | Building construction method using exposed concrete wall | |
| US20240344341A1 (en) | Formliner system with carrier | |
| JP2555352Y2 (en) | Concrete formwork with flat reinforcing ribs | |
| KR200412746Y1 (en) | Formwork Panel Spacers | |
| US20040261353A1 (en) | Method and a form tie for producing a wall | |
| JPH08199670A (en) | Formwork panel and formwork for storage pool using the same |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| AS | Assignment |
Owner name: ARCHITECTURAL CONCRETE CREATIONS CORPORATION, MICH Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:HANNAWA, HATEM;HANNAWA, WAEL;SHENG, HUANG C.;REEL/FRAME:015720/0532;SIGNING DATES FROM 20031218 TO 20040130 |
|
| AS | Assignment |
Owner name: COMERICA BANK, MICHIGAN Free format text: SECURITY AGREEMENT;ASSIGNOR:ARCHITECTURAL CONCRETE CREATIONS CORPORATION;REEL/FRAME:017666/0712 Effective date: 20060508 |
|
| STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |