US3348801A - Cantilever deck form - Google Patents

Cantilever deck form Download PDF

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US3348801A
US3348801A US483563A US48356365A US3348801A US 3348801 A US3348801 A US 3348801A US 483563 A US483563 A US 483563A US 48356365 A US48356365 A US 48356365A US 3348801 A US3348801 A US 3348801A
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anchor
band
secured
deck
concrete
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Max W Deason
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    • 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
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/365—Stop-end shutterings
    • 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
    • E04G17/16—Members, e.g. consoles, for attachment to the wall to support girders, beams, or the like carrying forms or moulds for floors, lintels, or transoms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H4/00—Swimming or splash baths or pools
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10S—TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10S249/00—Static molds
    • Y10S249/03—Swimming pool

Definitions

  • the present invention pertains to concrete form apparatus, and more particularly, to apparatus particularly suited for the formation of cantilever decks on swimming pools.
  • Present-day swimming pool construction techniques usually call for the utilization of a deck having coping comprising tile cemented in place.
  • the coping frequently, in addition to being expensive, is a source of difiiculty after the pool has been installed for some length of time.
  • the joints between the respective tile portions of the coping emit water under the compression of the weight of the pool and concrete causing expanding soil problems which sometimes result in cracking and general deterioration of the pool installation.
  • the labor involved in laying coping is also a major source of the cost of the installation of private swimming pools as Well as being a source of difficulty.
  • the utilization of concrete decks has heretofore been a nearly impossible accomplishment in view of the complexity involved with prior art forming techniques. Specifically, the utilization of a cantilever or overhanging deck has practically been impossible in view of the great complexity involved with the prior art deck forms especially when a complex shape such as a free-form pool is used.
  • the present invention contemplates the utilization of a semirigid band material, such as mild steel, to which is bonded or otherwise secured a neoprene plastic form having a generally L-shaped cross-section.
  • a semirigid band material such as mild steel
  • the concrete form is secured in an appropriate location and position on the job by a unique combination of anchor and bracket locks which secure the form in place and permit the concrete to be poured.
  • anchor and bracket locks which secure the form in place and permit the concrete to be poured.
  • the form may readily be removed and, because of its resilient materials, will resume its originally straight shape and may be used again and again regardless of the shape to which it is formed during the deck installation.
  • FIGURE 1 is a perspective view of a cantilever deck form constructed in accordance with the teachings of the present invention showing the deck form in place.
  • FIGURE 2 is a crosssectional view of FIGURE 1 taken along line 2-2.
  • FIGURE 3 is an isometric view of the cantilever deck form of the present invention on a somewhat enlarged scale.
  • FIGURE 4 is an exploded view of the cantilever deck form of FIGURE 3.
  • FIGURE 5 is a cross-sectional view of FIGURE 3 taken along lines 55.
  • the cantilever deck form of the present invention utilizes a steel band 10 that is flexible in the plane perpendicular to the broad fiat surface of the band to enable the form to conform to the shape of the swimming pool.
  • a neoprene rubber extruded molding 11 is bonded to one side of the band 10 and has a cross-section generally L-shaped.
  • the specific shape of the extrusion may, of course, vary to a considerable extent; however, it has been found that the curvatures shown for the cross-section of the extrusion have been particularly suited for deck structures providing smooth surfaces while nevertheless providing a maximum of strength.
  • the combination of the flexible steel band 10 and neoprene extrusion 11 are secured in place by a unique combination of an anchor 15 and a vertical bracket 16.
  • the anchor 15 comprises a generally flat narrow metal strip having a shoulder 20 that, when in position, engages one edge 17 of the band 10 and thereby positions the band in a horizontal plane.
  • the anchor also includes a locking notch 21 that is used to lock the anchor to the vertical bracket as will be explained more fully hereinafter.
  • the anchor also includes a nail hole 22 for receiving a nail to thereby secure the anchor in an appropriate location prior to its being locked in the concrete pouring position.
  • a score notch 23 is also provided on each anchor to enable the anchor to be broken ofi after the concrete has been poured and set to enable the removal of the deck form apparatus without injuring the concrete.
  • the vertical bracket 16 comprises a generally U-shaped cross-section elongated member having an opening 30 to receive an anchor, and also having a pair of opposing openings 31 and 32 to receive a wedge lock 34 which, as may specifically be seen in FIGURE 5, engages the locking notch 21 of the anchor.
  • a nail hole 35 permits the vertical bracket to be positioned prior to its locking to the anchor the extrusion 11 prior to pouring the concrete.
  • the vertical bracket also includes a hook-shaped upper end 37 that conveniently engages the upper edge 38 of the band 11 to enable the band to firmly be clamped in a specific horizontal position as well as vertical position by the combined anchor and vertical bracket.
  • the operation of the present invention may be described as follows: after the pool Walls and lip to the walls have been poured and the concrete has set, the vertical position of the vertical brackets are determined by appropriately laying out a line a given distance below the lip of the pool wall. The anchors are then each positioned by nailing each anchor to the lip of the concrete and extending outwardly into the pool area through the opening 30 in each of the brackets. The band 10' with the extrusion 11 bonded thereto is then placed in a manner to conform to the shape of the pool and is locked between the hook portion of the vertical bracket and the shoulder of the anchors.
  • the anchors and vertical brackets are secured to each other through the utilization of wedge locks forced through the openings 31 and 32 in the vertical brackets and engaging the locking notches 21 of each of the anchors.
  • the concrete may then be poured up to the extrusion 11 and appropriately sloped downwardly toward the pool so that there will be drainage into the pool from the deck.
  • the deck form may be removed simply by unlocking each of the wedge locks and removing the vertical brackets.
  • the anchors, having been locked in place by the concrete may readily be broken off at their respective score marks 23 simply by bending to insure proper horizontal alignment forthe anchors upwardly and downwardly.
  • the resulting structure is a unitary concrete pool lip or deck sloping gradually toward the pool and having a continuous surface presenting no cracks or joints, such as is common in coping, to permit the seepage of water to thereby affect the pool as previously described.
  • a cantilever deck form comprising: a band of semirigid material; a flexible member having a cross-section of generally L-shape, and having one leg of said L secured to said band; an anchor member secured in a substantially horizontal position in supporting contact with the other leg of said L; and a support bracket secured in a substantially vertical plane in supporting contact with said anchor.
  • a cantilever deck form comprising: a band of semirigid material; an extruded flexible plastic member having a cross-section of generally L-shape and having one leg of said L secured to said band; an anchor member secured in a substantially horizontal position in supporting contact with the other leg of said L; and a support bracket secured in a substantially vertical plane in supporting contact with said anchor.
  • a cantilever deck form comprising: a band of semirigid material; an extruded flexible plastic member having a cross-section of generally L-shape and having one leg of said L secured to said band; an anchor member comprising a flat elongated metal strip having a shoulder formed therein, said anchor secured in a substantially horizontal position in supporting contact with the other leg of said L and having the shoulder thereof in contact with an edge of said band; and a support bracket secured in a substantially vertical plane in supporting contact with said anchor.
  • a cantilever deck form comprising: a band of semirigid material; an extruded flexible plastic member having a cross-section of generally L-shape and having one leg of said L secured to said band; an anchor member comprising a flat elongated metal strip having a shoulder formed therein, said anchor secured in a substantially horizontal position in supporting contact with the other leg of said L and having the shoulder thereof in contact with an edge of said band; a support bracket secured in a substantially vertical plane, said bracket having a U-shaped crosssection with openings therein to receive said anchor member and a locking wedge which are in contact with each other to lock said bracket and anchor member together.
  • a cantiliver deck form comprising: a band of semirigid material; an extruded flexible plastic member having a cross-section of generally L-shape, and having one leg of said L secured to said band; an anchor member comprising a flat, elongated metal strip having a shoulder formed therein and having an off-set notch therein, said anchor secured in a substantially horizontal position in supporting contact with the other leg of said L and having the shoulder thereof in contact with an edge of said band; and a support bracket secured in a substantially vertical plane, said bracket having a U-shaped cross-section with openings therein to receive said anchor member and a locking wedge which are in contact with each other, said locking wedge engaging said off-set notch to lock said bracket and anchor member together.
  • a cantilever deck form comprising: a band of semirigid material; a flexible member having a cross-section of generally L-shape, and having one leg of said L secured to said band; an anchor member secured in a substantially horizontal position in supporting contact with the other leg of said L; and a support bracket secured in a substantially vertical plane, said bracket having a U- shaped cross-section with openings therein to receive said anchor member and a locking wedge which are in contact with each other to lock said bracket and anchor mem ber together.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Floor Finish (AREA)

Description

Oct. 24, 1967 M. w. DEASON CANTILEVER DECK FORM 2 Sheets-Sheet 1 Filed Aug. 30, 1965 INVENTOR.
MAX W. DEASON ATTORNEYS Oct. 24, 1967 M. w. DEASON 3,348,801
CANTILEVER DECK FORM Filed Aug. 30, 1965 2 Sheets-Sheet 2 INVENTOR.
MAX W. DEASON ATTORNEYS United States Patent ()fifice 3,343,861 Patented Oct. 24, 1967 3,348,801 CANTILEVER DECK FORM Max W. Deason, 3242 N. Erma, Tucson, Ariz. 85795 Filed Aug. 30, 1965, Ser. No. 483,563 6 Claims. (Cl. 249-19) The present invention pertains to concrete form apparatus, and more particularly, to apparatus particularly suited for the formation of cantilever decks on swimming pools.
Present-day swimming pool construction techniques usually call for the utilization of a deck having coping comprising tile cemented in place. The coping frequently, in addition to being expensive, is a source of difiiculty after the pool has been installed for some length of time. The joints between the respective tile portions of the coping emit water under the compression of the weight of the pool and concrete causing expanding soil problems which sometimes result in cracking and general deterioration of the pool installation. The labor involved in laying coping is also a major source of the cost of the installation of private swimming pools as Well as being a source of difficulty. The utilization of concrete decks has heretofore been a nearly impossible accomplishment in view of the complexity involved with prior art forming techniques. Specifically, the utilization of a cantilever or overhanging deck has practically been impossible in view of the great complexity involved with the prior art deck forms especially when a complex shape such as a free-form pool is used.
It is therefore an object of the present invention to provide a deck form suitable for use in the installation of a cantiliver deck on a swimming pool.
It is also an object of the present invention to provide a cantiliver deck form that may readily be installed and removed after the concrete has set and may be reused enumerable times.
It is still another object of the present invention to provide a cantilever-deck form that may be used regardless of the curvature or form of the pool to provide an overhanging deck to eliminate the cost and problems concomitant with the utilization of coping.
These and other objects of the present invention will become apparent as the description thereof proceeds.
Briefly, in accordance with the embodiment chosen for illustration, the present invention contemplates the utilization of a semirigid band material, such as mild steel, to which is bonded or otherwise secured a neoprene plastic form having a generally L-shaped cross-section. The concrete form is secured in an appropriate location and position on the job by a unique combination of anchor and bracket locks which secure the form in place and permit the concrete to be poured. When the concrete is appropriately set, the form may readily be removed and, because of its resilient materials, will resume its originally straight shape and may be used again and again regardless of the shape to which it is formed during the deck installation.
The present invention may more readily be described by reference to the accompanying drawings in which:
FIGURE 1 is a perspective view of a cantilever deck form constructed in accordance with the teachings of the present invention showing the deck form in place.
FIGURE 2 is a crosssectional view of FIGURE 1 taken along line 2-2.
FIGURE 3 is an isometric view of the cantilever deck form of the present invention on a somewhat enlarged scale.
FIGURE 4 is an exploded view of the cantilever deck form of FIGURE 3.
FIGURE 5 is a cross-sectional view of FIGURE 3 taken along lines 55.
Referring to the drawings, the cantilever deck form of the present invention utilizes a steel band 10 that is flexible in the plane perpendicular to the broad fiat surface of the band to enable the form to conform to the shape of the swimming pool. A neoprene rubber extruded molding 11 is bonded to one side of the band 10 and has a cross-section generally L-shaped. The specific shape of the extrusion may, of course, vary to a considerable extent; however, it has been found that the curvatures shown for the cross-section of the extrusion have been particularly suited for deck structures providing smooth surfaces while nevertheless providing a maximum of strength. The combination of the flexible steel band 10 and neoprene extrusion 11 are secured in place by a unique combination of an anchor 15 and a vertical bracket 16. The anchor 15 comprises a generally flat narrow metal strip having a shoulder 20 that, when in position, engages one edge 17 of the band 10 and thereby positions the band in a horizontal plane. The anchor also includes a locking notch 21 that is used to lock the anchor to the vertical bracket as will be explained more fully hereinafter. The anchor also includes a nail hole 22 for receiving a nail to thereby secure the anchor in an appropriate location prior to its being locked in the concrete pouring position. A score notch 23 is also provided on each anchor to enable the anchor to be broken ofi after the concrete has been poured and set to enable the removal of the deck form apparatus without injuring the concrete.
The vertical bracket 16 comprises a generally U-shaped cross-section elongated member having an opening 30 to receive an anchor, and also having a pair of opposing openings 31 and 32 to receive a wedge lock 34 which, as may specifically be seen in FIGURE 5, engages the locking notch 21 of the anchor. A nail hole 35 permits the vertical bracket to be positioned prior to its locking to the anchor the extrusion 11 prior to pouring the concrete. The vertical bracket also includes a hook-shaped upper end 37 that conveniently engages the upper edge 38 of the band 11 to enable the band to firmly be clamped in a specific horizontal position as well as vertical position by the combined anchor and vertical bracket.
The operation of the present invention may be described as follows: after the pool Walls and lip to the walls have been poured and the concrete has set, the vertical position of the vertical brackets are determined by appropriately laying out a line a given distance below the lip of the pool wall. The anchors are then each positioned by nailing each anchor to the lip of the concrete and extending outwardly into the pool area through the opening 30 in each of the brackets. The band 10' with the extrusion 11 bonded thereto is then placed in a manner to conform to the shape of the pool and is locked between the hook portion of the vertical bracket and the shoulder of the anchors. The anchors and vertical brackets are secured to each other through the utilization of wedge locks forced through the openings 31 and 32 in the vertical brackets and engaging the locking notches 21 of each of the anchors. The concrete may then be poured up to the extrusion 11 and appropriately sloped downwardly toward the pool so that there will be drainage into the pool from the deck. When the concrete has set, the deck form may be removed simply by unlocking each of the wedge locks and removing the vertical brackets. The anchors, having been locked in place by the concrete, may readily be broken off at their respective score marks 23 simply by bending to insure proper horizontal alignment forthe anchors upwardly and downwardly. The resulting structure is a unitary concrete pool lip or deck sloping gradually toward the pool and having a continuous surface presenting no cracks or joints, such as is common in coping, to permit the seepage of water to thereby affect the pool as previously described.
It will be apparent to those skilled in the art that many modifications may be made in the present invention without departing from the spirit and scope thereof; it is therefore intended that the present invention be limited only by the scope of the claims appended hereto.
I claim:
1. A cantilever deck form comprising: a band of semirigid material; a flexible member having a cross-section of generally L-shape, and having one leg of said L secured to said band; an anchor member secured in a substantially horizontal position in supporting contact with the other leg of said L; and a support bracket secured in a substantially vertical plane in supporting contact with said anchor.
2. A cantilever deck form comprising: a band of semirigid material; an extruded flexible plastic member having a cross-section of generally L-shape and having one leg of said L secured to said band; an anchor member secured in a substantially horizontal position in supporting contact with the other leg of said L; and a support bracket secured in a substantially vertical plane in supporting contact with said anchor.
3. A cantilever deck form comprising: a band of semirigid material; an extruded flexible plastic member having a cross-section of generally L-shape and having one leg of said L secured to said band; an anchor member comprising a flat elongated metal strip having a shoulder formed therein, said anchor secured in a substantially horizontal position in supporting contact with the other leg of said L and having the shoulder thereof in contact with an edge of said band; and a support bracket secured in a substantially vertical plane in supporting contact with said anchor.
4. A cantilever deck form comprising: a band of semirigid material; an extruded flexible plastic member having a cross-section of generally L-shape and having one leg of said L secured to said band; an anchor member comprising a flat elongated metal strip having a shoulder formed therein, said anchor secured in a substantially horizontal position in supporting contact with the other leg of said L and having the shoulder thereof in contact with an edge of said band; a support bracket secured in a substantially vertical plane, said bracket having a U-shaped crosssection with openings therein to receive said anchor member and a locking wedge which are in contact with each other to lock said bracket and anchor member together.
5. A cantiliver deck form comprising: a band of semirigid material; an extruded flexible plastic member having a cross-section of generally L-shape, and having one leg of said L secured to said band; an anchor member comprising a flat, elongated metal strip having a shoulder formed therein and having an off-set notch therein, said anchor secured in a substantially horizontal position in supporting contact with the other leg of said L and having the shoulder thereof in contact with an edge of said band; and a support bracket secured in a substantially vertical plane, said bracket having a U-shaped cross-section with openings therein to receive said anchor member and a locking wedge which are in contact with each other, said locking wedge engaging said off-set notch to lock said bracket and anchor member together.
6. A cantilever deck form comprising: a band of semirigid material; a flexible member having a cross-section of generally L-shape, and having one leg of said L secured to said band; an anchor member secured in a substantially horizontal position in supporting contact with the other leg of said L; and a support bracket secured in a substantially vertical plane, said bracket having a U- shaped cross-section with openings therein to receive said anchor member and a locking wedge which are in contact with each other to lock said bracket and anchor mem ber together.
References Cited UNITED STATES PATENTS 1,383,837 7/1921 Milnes 249 207 2,729,093 1/ 1956 Ridley.
2,873,505 2/1959 Sheldon.
3,016,225 1/1962 Hughes et al 249-207 3,206,823 9/ 1965 Walter.
FOREIGN PATENTS 1,215,354 11/1959 France.
550,078 12/ 1942 Great Britain.
WILLIAM J. STEPHENSON, Primary Examiner.

Claims (1)

1. A CANTILEVER DECK FORM COMPRISING; A BAND OF SEMIRIGID MATERIAL; A FLEXIBLE MEMBER HAVING A CROSS-SECTION OF GENERALLY L-SHAPE, AND HAVING ONE LEG OF SAID L SECURED TO SAID BAND; AN ANCHOR MEMBER SECURED IN A SUBSTANTIALLY HORIZONTAL POSITION IN SUPPORTING CONTACT WITH THE OTHER LEG OF SAID L; AND A SUPPORT BRACKET SECURED IN A SUBSTANTIALLY VERTICAL PLANE IN SUPPORTING CONTACT WITH SAID ANCHOR.
US483563A 1965-08-30 1965-08-30 Cantilever deck form Expired - Lifetime US3348801A (en)

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Cited By (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3776501A (en) * 1971-07-08 1973-12-04 W Loftin Apparatus for coping a wall
US3850403A (en) * 1972-10-20 1974-11-26 W Stegmeier Tile-setting and mold form apparatus
US3850404A (en) * 1972-10-20 1974-11-26 W Stegmeier Tile-setting apparatus
US3872195A (en) * 1971-06-21 1975-03-18 William J Stegmeier Method of molding concrete coping
US3904717A (en) * 1973-01-29 1975-09-09 William J Stegmeier Apparatus for and method of equipping swimming pools and the like with a tile band and cantilever deck
US3929944A (en) * 1974-01-28 1975-12-30 Steve Oliver Method and apparatus for forming swimming pool gutters
US3967422A (en) * 1968-09-23 1976-07-06 Stegmeier William J Disposable mold form and method of molding
US3974620A (en) * 1974-06-26 1976-08-17 Stegmeier William J Method utilizing a form board for securing a row of tiles in alignment along an irregular face of a swimming pool bond beam
US3987997A (en) * 1974-01-30 1976-10-26 Stegmeier William J Apparatus for confining a form board against a wall
US4048270A (en) * 1968-09-23 1977-09-13 Stegmeier William J Disposable mold form and method of molding
US4136850A (en) * 1977-05-18 1979-01-30 Grosch Gregory E Form for pool decks
US4387877A (en) * 1981-11-17 1983-06-14 Deason Max W Apparatus for forming pool deck and coping
US4395014A (en) * 1981-11-17 1983-07-26 Deason Max W Pool deck form for vinyl liner swimming pool
US4574017A (en) * 1984-10-18 1986-03-04 Stegmeier William J Method for securing concrete form board to pool and maintaining concrete from pool liner track
FR2585751A1 (en) * 1985-08-01 1987-02-06 Maier Josef Slab edge framework with form panel supporting girder
US4735395A (en) * 1986-02-25 1988-04-05 Quaker Plastic Corporation Interfacial separator for concrete structures
DE4416141A1 (en) * 1994-05-06 1995-11-09 Giulio Albanese Anchor arrangement for facing shell
US6463710B1 (en) 2000-02-08 2002-10-15 Michael Barnhart Ledger bracket and method
US20050001139A1 (en) * 2003-07-01 2005-01-06 Musser Darell Wayne Form support for supporting a disposable mold form
US20080061213A1 (en) * 2006-09-08 2008-03-13 Garceau Jerome V Cantilevered and textured concrete form
US8685525B2 (en) 2004-10-22 2014-04-01 James Sanderson Surface for controlling liquids
US8960636B1 (en) * 2013-09-30 2015-02-24 Stegmeier, Llc Edge form system for forming simulated stone coping
US9476215B2 (en) 2013-12-02 2016-10-25 Concrete Countertop Soultions, Inc. Molding system for swimming pool copings
US20190136560A1 (en) * 2017-11-03 2019-05-09 Nicola CIARLARIELLO Forming apparatus

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Publication number Priority date Publication date Assignee Title
US1383837A (en) * 1920-07-16 1921-07-05 Jr John J Milnes Mold-support
GB550078A (en) * 1941-07-09 1942-12-22 Robert Loudon Improvements relating to the casting of roofing structures on upright supports
US2729093A (en) * 1953-01-23 1956-01-03 Ian M Ridley Swimming pool and method of construction
US2873505A (en) * 1954-11-26 1959-02-17 Sheldon Arnold Method for pouring concrete structures
FR1215354A (en) * 1958-11-21 1960-04-19 Formwork supports for reinforced concrete slabs and belts
US3016225A (en) * 1959-06-15 1962-01-09 Robert S Hughes Form setting devices for cement sidewalk and driveway forms
US3206823A (en) * 1963-04-03 1965-09-21 Walter Tad Means for producing swimming pools

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1383837A (en) * 1920-07-16 1921-07-05 Jr John J Milnes Mold-support
GB550078A (en) * 1941-07-09 1942-12-22 Robert Loudon Improvements relating to the casting of roofing structures on upright supports
US2729093A (en) * 1953-01-23 1956-01-03 Ian M Ridley Swimming pool and method of construction
US2873505A (en) * 1954-11-26 1959-02-17 Sheldon Arnold Method for pouring concrete structures
FR1215354A (en) * 1958-11-21 1960-04-19 Formwork supports for reinforced concrete slabs and belts
US3016225A (en) * 1959-06-15 1962-01-09 Robert S Hughes Form setting devices for cement sidewalk and driveway forms
US3206823A (en) * 1963-04-03 1965-09-21 Walter Tad Means for producing swimming pools

Cited By (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3967422A (en) * 1968-09-23 1976-07-06 Stegmeier William J Disposable mold form and method of molding
US4048270A (en) * 1968-09-23 1977-09-13 Stegmeier William J Disposable mold form and method of molding
US3872195A (en) * 1971-06-21 1975-03-18 William J Stegmeier Method of molding concrete coping
US3776501A (en) * 1971-07-08 1973-12-04 W Loftin Apparatus for coping a wall
US3850403A (en) * 1972-10-20 1974-11-26 W Stegmeier Tile-setting and mold form apparatus
US3850404A (en) * 1972-10-20 1974-11-26 W Stegmeier Tile-setting apparatus
US3904717A (en) * 1973-01-29 1975-09-09 William J Stegmeier Apparatus for and method of equipping swimming pools and the like with a tile band and cantilever deck
US3929944A (en) * 1974-01-28 1975-12-30 Steve Oliver Method and apparatus for forming swimming pool gutters
US3987997A (en) * 1974-01-30 1976-10-26 Stegmeier William J Apparatus for confining a form board against a wall
US3974620A (en) * 1974-06-26 1976-08-17 Stegmeier William J Method utilizing a form board for securing a row of tiles in alignment along an irregular face of a swimming pool bond beam
US4136850A (en) * 1977-05-18 1979-01-30 Grosch Gregory E Form for pool decks
US4395014A (en) * 1981-11-17 1983-07-26 Deason Max W Pool deck form for vinyl liner swimming pool
US4387877A (en) * 1981-11-17 1983-06-14 Deason Max W Apparatus for forming pool deck and coping
US4574017A (en) * 1984-10-18 1986-03-04 Stegmeier William J Method for securing concrete form board to pool and maintaining concrete from pool liner track
FR2585751A1 (en) * 1985-08-01 1987-02-06 Maier Josef Slab edge framework with form panel supporting girder
US4735395A (en) * 1986-02-25 1988-04-05 Quaker Plastic Corporation Interfacial separator for concrete structures
DE4416141A1 (en) * 1994-05-06 1995-11-09 Giulio Albanese Anchor arrangement for facing shell
US6463710B1 (en) 2000-02-08 2002-10-15 Michael Barnhart Ledger bracket and method
US20050001139A1 (en) * 2003-07-01 2005-01-06 Musser Darell Wayne Form support for supporting a disposable mold form
US8685525B2 (en) 2004-10-22 2014-04-01 James Sanderson Surface for controlling liquids
US20080061213A1 (en) * 2006-09-08 2008-03-13 Garceau Jerome V Cantilevered and textured concrete form
US8960636B1 (en) * 2013-09-30 2015-02-24 Stegmeier, Llc Edge form system for forming simulated stone coping
US9109373B1 (en) * 2013-09-30 2015-08-18 Stegmeier, Llc Method for forming simulated stone coping
US9476215B2 (en) 2013-12-02 2016-10-25 Concrete Countertop Soultions, Inc. Molding system for swimming pool copings
US20190136560A1 (en) * 2017-11-03 2019-05-09 Nicola CIARLARIELLO Forming apparatus
US10731365B2 (en) * 2017-11-03 2020-08-04 Nicola CIARLARIELLO Apparatus for securing a coping form

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