CA3017682A1 - Precast reinforced concrete form - Google Patents
Precast reinforced concrete form Download PDFInfo
- Publication number
- CA3017682A1 CA3017682A1 CA3017682A CA3017682A CA3017682A1 CA 3017682 A1 CA3017682 A1 CA 3017682A1 CA 3017682 A CA3017682 A CA 3017682A CA 3017682 A CA3017682 A CA 3017682A CA 3017682 A1 CA3017682 A1 CA 3017682A1
- Authority
- CA
- Canada
- Prior art keywords
- concrete
- precast
- panel
- trusses
- vertical
- 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
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 84
- 239000004567 concrete Substances 0.000 claims abstract description 71
- 238000011065 in-situ storage Methods 0.000 claims abstract description 36
- 230000003014 reinforcing effect Effects 0.000 claims description 38
- 239000011178 precast concrete Substances 0.000 claims description 23
- 238000009415 formwork Methods 0.000 claims description 18
- 238000000034 method Methods 0.000 claims description 14
- 230000002787 reinforcement Effects 0.000 claims description 14
- 125000006850 spacer group Chemical group 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 description 7
- 238000012986 modification Methods 0.000 description 5
- 230000004048 modification Effects 0.000 description 5
- 238000009434 installation Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000000284 resting effect Effects 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/012—Discrete reinforcing elements, e.g. fibres
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
- E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2002/8682—Mixed technique using permanent and reusable forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/065—Light-weight girders, e.g. with precast parts
- E04C5/0653—Light-weight girders, e.g. with precast parts with precast parts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to forms for forming poured-in-situ vertical concrete walls of residential or commercial buildings, in particular a form having at least one precast reinforced concrete panel.
Description
TITLE: PRECAST REINFORCED CONCRETE FORM
FIELD OF THE INVENTION
[0001] This invention generally relates to forms for forming poured-in-situ vertical concrete walls of residential or commercial buildings, in particular a form having at least one precast reinforced concrete panel.
DESCRIPTION OF THE PRIOR ART
FIELD OF THE INVENTION
[0001] This invention generally relates to forms for forming poured-in-situ vertical concrete walls of residential or commercial buildings, in particular a form having at least one precast reinforced concrete panel.
DESCRIPTION OF THE PRIOR ART
[0002] Concrete wall construction has been historically mostly relegated to the cast in place method through the installation of formwork. This basically involves setting up the forms in advance, placing the required rebar and any external reinforcement to secure the forms in place when the concrete is poured, then pouring the concrete inside the forms. The concrete is allowed to cure sufficiently to enable the forms to be removed (stripped). It may be necessary after the forms are removed to brace the walls while the concrete continues to cure. The cycle therefore requires these operations to be performed on site. The schedule consequently becomes a critical factor because all these elements get on the critical path. Additionally, the formwork is not the best method in terms of quality, requiring several touch ups and patching to the walls after stripping.
SUMMARY OF THE INVENTION
SUMMARY OF THE INVENTION
[0003] In one embodiment, the present invention provides a form for forming poured-in-situ vertical concrete walls of residential or commercial buildings wherein the vertical walls are exterior walls below grade. The form comprises at least one precast reinforced concrete panel said panel having an inside surface facing the space in which the poured-in-situ concrete is to be placed and an outside surface facing the building interior. The panel has first and second vertical sides and a top end and a bottom end.
The form further comprises a plurality of vertical reinforcing trusses, each of said trusses having a longitudinal header, said header cast into the panel, and each of said trusses having horizontal reinforcing members extending from said header outwardly through the inside surface of said panel.
The form further comprises a plurality of vertical reinforcing trusses, each of said trusses having a longitudinal header, said header cast into the panel, and each of said trusses having horizontal reinforcing members extending from said header outwardly through the inside surface of said panel.
[0004] The forms of the present invention are intended to include the reinforcing rebar for the wall section to be poured behind the form as required by the applicable building code. The only rebar required to be placed on site is that required between adjacent forms.
Use of the present invention thereby significantly reduces forming set up time on site.
Use of the present invention thereby significantly reduces forming set up time on site.
[0005] The forms of the present invention are intended to remain in place after the concrete is poured. The outside surface of the precast panel is intended to form the visible surface facing the building interior. The use of the present invention further significantly saves time on site by eliminating the need and in the case of below grade walls the difficulty in stripping (removing the forms) after the poured concrete is cured.
[0006] In another embodiment, the present invention provides a precast reinforced concrete form for forming poured-in-situ vertical concrete walls of residential or commercial buildings wherein the vertical walls are exterior or interior walls above or below grade. The precast reinforced concrete form comprises a pair of precast reinforced concrete panels. Each of the precast reinforced concrete panels has an inside surface facing the space in which the poured-in-situ concrete is to be placed and an outside surface, first and second vertical sides and a top end and a bottom end The form further comprises a plurality of horizontal reinforcing trusses. Each of said trusses typically has a first longitudinal header cast into one panel, horizontal reinforcing members extending from said first header outwardly through the inside surface of said panel to a second horizontal header cast into the second panel. Each of the longitudinal headers can be further reinforced by vertical longitudinal reinforcement rods linking each of said trusses. The longitudinal headers, horizontal reinforcing members and longitudinal reinforcement rods can be formed from rebar, threaded wire rod or other acceptable material as required pursuant to building codes in the jurisdiction the forms are being used.
[0007] Another embodiment of the present invention provides a precast reinforced concrete form for forming poured-in-situ vertical concrete stairwell walls of residential or commercial buildings. The precast reinforced concrete form comprises a pair of precast reinforced concrete panels. Each of the precast reinforced concrete panels has an inside surface facing the space in which the poured-in-situ concrete is to be placed and an outside surface, first and second vertical sides and a top end and a bottom end. The form further comprises a plurality of horizontal reinforcing trusses, each of said trusses having a first longitudinal header, said header cast into one of the panels and horizontal reinforcing members extending from said header outwardly through the inside surface of said panel to a second horizontal header cast into the other panel. Each of the longitudinal headers may be further reinforced by vertical longitudinal reinforcement rods linking each of said trusses. The longitudinal headers, horizontal reinforcing members and longitudinal reinforcement rods can be formed from rebar, threaded wire rod or other acceptable material as required pursuant to building codes in the jurisdiction the forms are being used.
[0008] The use of the forms of the present invention provide the jobsite with a method of forming poured-in-situ vertical concrete walls faster than using conventional methods as stay in place formwork. It will also avoid quality issues by prefabricating the forms in a controlled environment where the tolerances allow for far less mistakes than on a jobsite with site formwork. Therefore, there is a significant improvement in terms of quality with very few repairs and touch ups necessary after concrete pour.
[0009] The forms of the present invention are light enough to be erected on site by the available regular tower crane and incorporate the reinforcing steel foreseen by the design and applicable codes.
[0010] In another embodiment the present invention provides A method of making a form for forming poured-in-situ vertical concrete walls of residential or commercial buildings the form comprising at least one precast reinforced concrete panel, the method comprising:
a. forming a mould for one of the precast panels, b. positioning a plurality of vertical reinforcing trusses off the base of the form for the first precast panel, each of said trusses having a pair of longitudinal headers, said headers to be cast into the panel, and each of said trusses having horizontal reinforcing members extending from said headers outwardly through the inside surface of said panel.
c. pouring concrete into the mold with a sufficient cover to retain the pair of longitudinal headers, curing it, rotating it after reaching the required strength
a. forming a mould for one of the precast panels, b. positioning a plurality of vertical reinforcing trusses off the base of the form for the first precast panel, each of said trusses having a pair of longitudinal headers, said headers to be cast into the panel, and each of said trusses having horizontal reinforcing members extending from said headers outwardly through the inside surface of said panel.
c. pouring concrete into the mold with a sufficient cover to retain the pair of longitudinal headers, curing it, rotating it after reaching the required strength
[0011] In another embodiment the present invention provides a system of erecting formwork for forming poured-in-situ vertical concrete walls of residential or commercial buildings comprising:
a plurality of forms for forming poured-in-situ vertical concrete walls of residential or commercial buildings wherein the vertical walls are exterior walls below grade according to the description noted above are erected on spacers that allow for a concrete base as wide as the form.
to ensure the loads are adequately flowing through adjacent forms, dowels may be protruding from the structure below and going in between the prefabricated panels of the forms, when the forms are being erected over a concrete slab, the prefabricated panels will be placed over slab dowels that were left protruding from the slab itself.
some rebar protruding from the wall below can be incorporated into the new forms being erected.
during the erection, the forms will be lifted in place by the tower crane and then supported laterally and kept vertical by temporary props to be connected to the wall.
when enough forms have been erected and the onsite rebar has been placed, concrete will be poured in between the precast panels until reaching the full height of the panels or could be poured in lifts, depending on the site needs and on the design.
a plurality of forms for forming poured-in-situ vertical concrete walls of residential or commercial buildings wherein the vertical walls are exterior walls below grade according to the description noted above are erected on spacers that allow for a concrete base as wide as the form.
to ensure the loads are adequately flowing through adjacent forms, dowels may be protruding from the structure below and going in between the prefabricated panels of the forms, when the forms are being erected over a concrete slab, the prefabricated panels will be placed over slab dowels that were left protruding from the slab itself.
some rebar protruding from the wall below can be incorporated into the new forms being erected.
during the erection, the forms will be lifted in place by the tower crane and then supported laterally and kept vertical by temporary props to be connected to the wall.
when enough forms have been erected and the onsite rebar has been placed, concrete will be poured in between the precast panels until reaching the full height of the panels or could be poured in lifts, depending on the site needs and on the design.
[0012] In another embodiment, the present invention provides a method for forming poured-in-situ vertical concrete walls for a stairwell using a plurality of precast forms, each form comprising at a pair of precast reinforced concrete panels said panels having an inside surface facing the space in which the poured-in-situ concrete is to be placed and an outside surface, first and second vertical sides and a top end and a bottom end, and said form further comprising a plurality of vertical reinforcing trusses, each of said trusses having a first longitudinal header section, said header section cast into one of said panels, and each of said trusses having horizontal reinforcing members extending from said header sections outwardly through the inside surface of said panel to a second header section cast into the other one of said panels, said method comprising:
along one end of the stairwell, a precast concrete form as described above is erected, after erection of the first the precast concrete form, the formwork for the long wall of the stairwell is erected using another precast concrete form;
the formwork for the second end of the stairwell is erected next using another of the precast concrete forms;
lastly the formwork for the doorway side wall of the stairwell is erected using the another of the precast concrete forms.
along one end of the stairwell, a precast concrete form as described above is erected, after erection of the first the precast concrete form, the formwork for the long wall of the stairwell is erected using another precast concrete form;
the formwork for the second end of the stairwell is erected next using another of the precast concrete forms;
lastly the formwork for the doorway side wall of the stairwell is erected using the another of the precast concrete forms.
[0013] The method for forming poured-in-situ vertical concrete walls for a stairwell may further comprises once the precast concrete forms have been setup for the stairwell concrete walls, a precast landing is attached to the inside surface of the panels adjacent their top ends.
[0014] The method for forming poured-in-situ vertical concrete walls for a stairwell may further include having a set of precast stairs set on the landing and floor of the stairwell.
[0015] Further features of the invention will be described or will become apparent in the course of the following detailed description.
BRIEF DESCRIPTION OF THE DRAWINGS
In order that the invention may be more clearly understood, the preferred embodiment thereof will now be described in detail by way of example, with reference to the accompanying drawings, in which:
BRIEF DESCRIPTION OF THE DRAWINGS
In order that the invention may be more clearly understood, the preferred embodiment thereof will now be described in detail by way of example, with reference to the accompanying drawings, in which:
[0016] Figure 1 is a schematic view of one embodiment of a precast reinforced concrete form for forming poured-in-situ vertical concrete walls of residential or commercial buildings wherein the vertical walls are exterior walls below grade according to the present invention.
[0017] Figure 2 is top plan view of the precast reinforced concrete form of Figure 1.
[0018] Figure 3 is a side view in cross-section of the precast reinforced concrete form of Figure 1.
[0019] Figure 4 is a schematic side plan view of a precast reinforced concrete form of Figure 1 erected on a footing.
[0020] Figure 5 is another embodiment of a precast reinforced concrete form for forming poured-in-situ vertical concrete walls of residential or commercial buildings wherein the vertical walls are exterior or interior walls above or below grade according to the present invention
[0021] Figure 6 is a top plan view of the precast reinforced concrete form of Figure 5.
[0022] Figure 7 is a side view in cross-section of the precast reinforced concrete form of Figure 5.
[0023] Figures 8A-8D show another embodiment of a precast reinforced concrete form for forming poured-in-situ vertical concrete stairwell walls of residential or commercial buildings, according to the present invention.
[0024] Figure 9 is a schematic representation of how the forms of Figures 8A-8D are erected to enable the stairwell walls to be poured.
[0025] Figures 10A -10D are a series of cross-sectional views of the connection between adjacent forms as shown in 8A-8D.
[0026] Figure 11 is a top plan view of a precast landing attached to the top of the precast reinforced concrete forms of Figures 8A-8D erected as a stairwell.
[0027] Figure 12 is a side plan view of one embodiment of a set of precast stairs attached to the landing shown in Figure 11.
[0028] Figure 13 is a top view in partial cross section showing one embodiment of means for lifting a precast reinforced concrete form according to the present invention.
[0029] Figure 14 is a partial perspective view showing another embodiment of a precast concrete form for forming columns according to the present invention.
[0030] Figure 15 is a perspective view showing another embodiment of a precast concrete form for forming parapets according to the present invention.
[0031] Figure 16 is a perspective view showing installation of precast stairs in conjunction with precast concrete forms according to the present invention.
[0032] Similar references are used in different figures to denote similar components DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT
[0033] Referring to Figures 1-3, an embodiment of a precast reinforced concrete form for forming poured-in-situ vertical concrete walls of residential or commercial buildings wherein the vertical walls are exterior walls below grade, according to the present invention, is generally indicated at 1. Referring to Figure 1, the form 1 comprises at least one precast reinforced concrete panel 2. The precast reinforced concrete panel 2 in the embodiment shown has an inside surface 3 facing the space in which the poured-in-situ concrete is to be placed and an outside surface 4 facing the building interior, first and second vertical sides 5,6 and a top end 7 and a bottom end 8. The outside surface 4 can be a smooth finished concrete surface.The precast reinforced concrete panel 2 preferably has a nominal thickness of 60-150 mm and may be formed from air or non-air entrained concrete have the required psi prescribed by applicable codes. Typical values are 3000-7000 psi.
[0034] The form 1 further comprises a plurality of interconnected horizontal reinforcing trusses 9. Each of said trusses 9 have a first longitudinal header section, generally indicated at 10, cast into the panel 2. In the embodiment shown the first longitudinal header section 10 comprises a pair of parallel longitudinal headers 10A and 10B. Each of said trusses 9 have horizontal reinforcing members extending from said header section outwardly through the inside surface 3 of said panel 3. In the embodiment shown horizontal reinforcing members 11 extend outwardly from the first longitudinal header 10A in pairs that are spaced apart at the point of connection with the first longitudinal header 10A and inclined downwardly to connect to a second longitudinal header section 12, offset vertically down from the first longitudinal header 10A, at a common point of connection 15. In the embodiment shown horizontal reinforcing members 14 extend outwardly from the longitudinal header 10B in pairs that are spaced apart at the point of connection with the longitudinal header 10B and inclined upwardly to connect to the second longitudinal header section 12, offset vertically up from the longitudinal header 10B, at a common point of connection 16. Each of the longitudinal headers 10A, 10B, 12, may be further reinforced by vertical longitudinal reinforcement rods 15A
linking each of said trusses 9. The longitudinal headers 10A,10B,12, horizontal reinforcing members 11, 14 and longitudinal reinforcement rods 15A can be formed from rebar, threaded wire rod or other acceptable material as required pursuant to building codes in the jurisdiction the forms are being used. Additional rebar can be placed in the form on site if needed to match design requirements. The precast panel may differ in dimensions depending on each individual application of the precast reinforced concrete forms.
linking each of said trusses 9. The longitudinal headers 10A,10B,12, horizontal reinforcing members 11, 14 and longitudinal reinforcement rods 15A can be formed from rebar, threaded wire rod or other acceptable material as required pursuant to building codes in the jurisdiction the forms are being used. Additional rebar can be placed in the form on site if needed to match design requirements. The precast panel may differ in dimensions depending on each individual application of the precast reinforced concrete forms.
[0035] The concrete form 1 of Figures 1-3 is fabricated by creating a mold the size and shape of precast panel 2 and positioning the plurality of interconnected trusses 9 that have been pre-fabricated above the base of the mold with the longitudinal header section 10 set off the base of the mold. Concrete is then poured into the mold to form precast panel 2 with a sufficient cover of concrete over the longitudinal header section 10. An adequate cover needs to be calculated to avoid the longitudinal header section 10 being extracted from the precast panels during use. Codes may require typically a 30 mm cover for exterior walls. The precast panel 2 is allowed to cure, until the precast panel 2 has reached the required strength which may take a day or longer. The plurality of interconnected trusses 9 create a lattice that provide stability during the precast reinforced concrete form handling and to resist the hydraulic pressure of the wet concrete when the concrete is poured in situ.
[0036] Once the concrete precast panel 2 has sufficiently hardened, the precast reinforced concrete forms 1 can be transported to the site. The precast reinforced concrete forms 1 are placed around the outside of the intended building near a retaining wall or a rock wall so that the concrete is poured in between the precast panel 2 of the precast reinforced concrete form 1 and the retaining wall or rock wall. A plurality of precast reinforced concrete forms 1 are placed standing on their bottom ends 8 resting on spacers 15B that allow for a concrete base 16A as wide as the precast reinforced concrete form 1. The spacers are made of any material that is durable, does not corrode and deemed appropriate for each application including but not limited to plastic. To ensure the loads are adequately flowing through the precast reinforced concrete form 1, dowels 17 can be protruding from the structure below and going in between the plurality of trusses 9 of the precast reinforced concrete form 1.
[0037] During the erection, the precast reinforced concrete forms 1 will be lifted in place by the tower crane and then supported laterally and kept vertical by temporary A-frame props 18, see Figure 4, to be connected at one end to the wall at generally 2/3 the panel's height and at the other end to the slab or grade the form is resting on. Where the precast reinforced concrete forms are erected over a slab it may be necessary to install sheer brackets or support at the bottom end 8 of each form.
[0038] Each concrete form 1 should preferably be provided with means to assist the crane on site lifting the forms into place. One possible means to assist lifting the forms 1 of the present invention into place is illustrated in Figure 13. The lifting means illustrated in Figure 13 includes a coil tie member 18A cast into the top end 7 of precast panel 2 so that an eyebolt 19 can be threaded into the coil tie 18 to allow the crane a lifting point on the form 1.
[0039] Referring to Figures 5-7, another embodiment of a precast reinforced concrete form 20 for forming poured-in-situ vertical concrete walls of residential or commercial buildings wherein the vertical walls are exterior or interior walls above or below grade according to the present invention is illustrated. In this embodiment the precast reinforced concrete form 20 comprises a pair of precast reinforced concrete panels 21, 22.
Each of the precast reinforced concrete panels 21,22 in the embodiment shown has an inside surface 23 facing the space in which the poured-in-situ concrete is to be placed and an outside surface 24, first and second vertical sides 25,26 and a top end 27 and a bottom end 28. The form 20 further comprises a plurality of horizontal reinforcing trusses 29, .. each of said trusses 29 having a first longitudinal header section generally indicated at 30A cast into the panel 21. In the embodiment shown the first longitudinal header section 30A includes a pair of parallel longitudinal headers 30, 31. Each of said trusses 29 having horizontal reinforcing members extending from the first header section 30A
extending outwardly through the inside surface 23 of said panel 21 to a second horizontal header 34 cast into the panel 22. In the embodiment shown horizontal reinforcing members 32 extend from said header 30 and horizontal reinforcing members 33, extend from header 31, outwardly through the inside surface 23 of said panel 21 to a second horizontal header 34 cast into the panel 22. Each of the longitudinal headers 30, 31, 34 may be further reinforced by vertical longitudinal reinforcement rods 35 linking each of said trusses 29.
The longitudinal headers 30, 31, 34, horizontal reinforcing members 32, 33 and longitudinal reinforcement rods 35 can be formed from rebar, threaded wire rod or other acceptable material as required pursuant to building codes in the jurisdiction the forms are being used.
Each of the precast reinforced concrete panels 21,22 in the embodiment shown has an inside surface 23 facing the space in which the poured-in-situ concrete is to be placed and an outside surface 24, first and second vertical sides 25,26 and a top end 27 and a bottom end 28. The form 20 further comprises a plurality of horizontal reinforcing trusses 29, .. each of said trusses 29 having a first longitudinal header section generally indicated at 30A cast into the panel 21. In the embodiment shown the first longitudinal header section 30A includes a pair of parallel longitudinal headers 30, 31. Each of said trusses 29 having horizontal reinforcing members extending from the first header section 30A
extending outwardly through the inside surface 23 of said panel 21 to a second horizontal header 34 cast into the panel 22. In the embodiment shown horizontal reinforcing members 32 extend from said header 30 and horizontal reinforcing members 33, extend from header 31, outwardly through the inside surface 23 of said panel 21 to a second horizontal header 34 cast into the panel 22. Each of the longitudinal headers 30, 31, 34 may be further reinforced by vertical longitudinal reinforcement rods 35 linking each of said trusses 29.
The longitudinal headers 30, 31, 34, horizontal reinforcing members 32, 33 and longitudinal reinforcement rods 35 can be formed from rebar, threaded wire rod or other acceptable material as required pursuant to building codes in the jurisdiction the forms are being used.
[0040] One form of the connections between adjacent precast reinforced concrete forms 1 .. or 20 to ensure the proper behavior of the structure are shown in Figures 10A ¨ 10D. The Figures show the precast reinforced concrete forms 20 but similar connections are appropriate with suitable modifications for precast reinforced concrete forms 1.
[0041] Referring to Figure 10A, if there is a corner connection, it is likely that some rebar needs to be installed in the space between the panels 21, 22 of adjoining forms 20. This installation may require some modifications of the panels 21,22 to facilitate the correct positioning of this additional rebar. For example, small portions of the precast panels 21 can be eliminated so the forms 20 fit closely with minimal on site formwork used. The additional rebar shown in Figure 10A is a plurality of pairs of elongated U
shaped rebar sections 41, 42. This flexibility allows the installer to see some of his/her specific needs incorporated in the design of the panels. This means that in places where the rebar installed on site is particularly congested, the precast reinforced concrete form 20 can be fabricated with specific openings in its precast panels 21,22. Also, a corner bracket (not shown) may be installed on site to reinforce the corner area during concreting operations.
This corner bracket may or may not be required depending on the pour sequence and the relevant hydraulic pressures.
shaped rebar sections 41, 42. This flexibility allows the installer to see some of his/her specific needs incorporated in the design of the panels. This means that in places where the rebar installed on site is particularly congested, the precast reinforced concrete form 20 can be fabricated with specific openings in its precast panels 21,22. Also, a corner bracket (not shown) may be installed on site to reinforce the corner area during concreting operations.
This corner bracket may or may not be required depending on the pour sequence and the relevant hydraulic pressures.
[0042] Figure 10B shows a wall end of a precast reinforced concrete forms 20 where the open side of an end panel 21,22 of precast reinforced concrete forms 20 is enclosed with end formwork 43. This may be installed on site or at the plant during fabrication of the forms.
[0043] Figure 10C shows a bottom wall connection of precast reinforced concrete forms 20 to a slab, footing or top of another form 20 where the additional rebar is vertical upstanding dowels 44.
[0044] Figure 10D shows the wall connection between adjacent forms 20. In this case the additional rebar is a plurality of horizontal sections extending between the space between panels 21, 22 of each form 20.
[0045] Finally, when enough precast reinforced concrete forms have been erected and the onsite rebar 3A has been placed, concrete will be poured in between the prefabricated elements. The concrete could be poured until reaching the full height of the panels 2, 21, 22 or could be poured in lifts, depending on the site needs and on the design of the metal .. connectors of the precast reinforced concrete form 1 or 20.
[0046] Similarly, and referring to Figure 7, when the precast reinforced concrete form 1 is being erected over a concrete slab 19B, the prefabricated panels 2 will be placed over the slab dowels 19A that were left protruding from the slab itself. Also, some rebar 3A
protruding from the precast reinforced concrete form 1 below can be incorporated into the new precast reinforced concrete form 1 being erected.
protruding from the precast reinforced concrete form 1 below can be incorporated into the new precast reinforced concrete form 1 being erected.
[0047] Another embodiment of a precast reinforced concrete form 50 for forming poured-in-situ vertical concrete stairwell walls of residential or commercial buildings according to the present invention is illustrated in Figures 8A-8D. The precast reinforced concrete form 50 in each of Figures 8A-8D comprises a pair of precast reinforced concrete panels 51, 52. Each of the precast reinforced concrete panels 51,52 in the embodiment shown has an inside surface 53 facing the space in which the poured-in-situ concrete is to be placed and an outside surface 54, first and second vertical sides 55,56 and a top end 57 and a bottom end 58. The form 50 further comprises a plurality of horizontal reinforcing trusses 59, each of said trusses 59 having a first longitudinal header section 60A
cast into the panel 51. In the embodiment shown the first longitudinal header section 60A
comprises a pair of longitudinal headers 60, 61, and each of said trusses 59 having horizontal reinforcing members 62, extending from said header 60 and horizontal reinforcing members 63, extending from said header 61 outwardly through the inside surface 53 of said panel 51 to a second horizontal header 64 cast into the panel 52. Each of the longitudinal headers 60, 61, 64 may be reinforced by vertical longitudinal reinforcement rods 65 linking each of said trusses 59. The longitudinal headers 60, 61, 64, horizontal reinforcing members 62, 63 and longitudinal reinforcement rods 65 can be formed from rebar, threaded wire rod or other acceptable material as required pursuant to building codes in the jurisdiction the forms are being used.
cast into the panel 51. In the embodiment shown the first longitudinal header section 60A
comprises a pair of longitudinal headers 60, 61, and each of said trusses 59 having horizontal reinforcing members 62, extending from said header 60 and horizontal reinforcing members 63, extending from said header 61 outwardly through the inside surface 53 of said panel 51 to a second horizontal header 64 cast into the panel 52. Each of the longitudinal headers 60, 61, 64 may be reinforced by vertical longitudinal reinforcement rods 65 linking each of said trusses 59. The longitudinal headers 60, 61, 64, horizontal reinforcing members 62, 63 and longitudinal reinforcement rods 65 can be formed from rebar, threaded wire rod or other acceptable material as required pursuant to building codes in the jurisdiction the forms are being used.
[0048] Each of the concrete forms 50 shown in Figures 8A ¨ 8D have had the alignment of the panels 51,52 modified to accommodate the formation of the stairwell walls when the forms are joined.
[0049] Figure 9 shows schematically in sequence how the precast reinforced concrete forms shown in Figures 8A to 8D are erected to create the formwork for the stairwell walls. Along one end of the stairwell, the precast concrete form 50 shown in Figure 8D is erected. This form has panel 51 narrower than panel 52 so one side 56 of panel 51 is setback from the corresponding side 56 of panel 52.
[0050] After erection of the first the precast concrete form 50, the formwork for the longwall of the stairwell is erected using the precast concrete form 50 shown in Figure 8B. This form has panel 51 narrower than panel 52 so both sides 55,56 of panel
51 are setback from the corresponding side 55,56 of panel 52.
[0051] The formwork for the second end of the stairwell is erected next using a precast concrete form 50 shown in Figure 8C. This form has panel 51 narrower than panel 52 so again both sides 55,56 of panel 51 are setback from the corresponding side 55,56 of panel
[0051] The formwork for the second end of the stairwell is erected next using a precast concrete form 50 shown in Figure 8C. This form has panel 51 narrower than panel 52 so again both sides 55,56 of panel 51 are setback from the corresponding side 55,56 of panel
52.
[0052] Lastly the formwork for the doorway side wall of the stairwell is erected using the precast concrete form 50 shown in Figure 8A. This form has panel 51 narrower than panel 52 so the side 55 of panel 51 is setback from the corresponding side 55 of panel 52. The other side 56 of form 50 is enclosed on site.
[0052] Lastly the formwork for the doorway side wall of the stairwell is erected using the precast concrete form 50 shown in Figure 8A. This form has panel 51 narrower than panel 52 so the side 55 of panel 51 is setback from the corresponding side 55 of panel 52. The other side 56 of form 50 is enclosed on site.
[0053] Once the precast concrete forms 50 have been setup for the stairwell concrete walls, a precast landing 70 as shown in Figure 11 can be attached to the inside surface 53 of the panels 51 adjacent their top ends 57 or in some cases half way down the form.
A set of precast stairs 80 can be set on the landing 70 and floor of the stairwell as shown in Figure 12 or Figure 16.
A set of precast stairs 80 can be set on the landing 70 and floor of the stairwell as shown in Figure 12 or Figure 16.
[0054] Figure 14 shows a precast form according to the present invention for forming a column. The form has four vertical side walls of pre-cast concrete each side 50-70 mm thick with reinforced rebar typically 15mm to 25 mm diameter, and sticking up from the top end of each side wall. The form is typically 12 inches to 36" square with the interior space between the four vertical side walls filled with in-situ poured concrete. The forms may be any height.
[0055] Figure 15 shows another embodiment of a precast form according to the present invention for forming a parapet. The form has a pair of parallel precast side panels with rebar reinforcement as shown in the drawing.
[0056] The precast concrete forms of the present invention preferably have means incorporated into the top end of the forms to enable the forms to be lifted by the crane and put into place. Figure 13 shows one possible embodiment of such lifting means.
[0057] A beneficial feature is the ability of the precast reinforced concrete form 1 or 20 to create continuity with the structure below. The precast reinforced concrete form 1 or 20 is to create continuity with the structure below. The precast reinforced concrete form 1 or may be erected on spacers 91 that allow for a concrete base 92 as wide as the precast 20 reinforced concrete form 1 or 20. The spacers are made of any material that is durable, does not corrode and deemed appropriate for each application including but not limited to plastic. To ensure the loads are adequately flowing through the precast reinforced concrete form 1, 20, dowels 93 can be protruding from the structure below and going in between the prefabricated panels 2, 21, 22 of the precast reinforced concrete form 1, 20.
Similarly, and referring to Figure 4, when the precast reinforced concrete form 1 is being erected over a concrete slab, the prefabricated panels 2 will be placed over the slab dowels that were left protruding from the slab. Also, some rebar protruding from the precast reinforced concrete form 1, 20 below can be incorporated into the new precast reinforced concrete form 1, 20 being erected. During the erection, the precast reinforced concrete form 1 will be lifted in place by the tower crane and then supported laterally and kept vertical by temporary props to be connected to the wall in specific prop locations provided by the supplier of the precast reinforced concrete form 1.
Similarly, and referring to Figure 4, when the precast reinforced concrete form 1 is being erected over a concrete slab, the prefabricated panels 2 will be placed over the slab dowels that were left protruding from the slab. Also, some rebar protruding from the precast reinforced concrete form 1, 20 below can be incorporated into the new precast reinforced concrete form 1, 20 being erected. During the erection, the precast reinforced concrete form 1 will be lifted in place by the tower crane and then supported laterally and kept vertical by temporary props to be connected to the wall in specific prop locations provided by the supplier of the precast reinforced concrete form 1.
[0058] While the principles of the invention have been shown and described in connection with specific embodiments, it is to be understood that such embodiments are by way of example and are not limiting as is evident from the foregoing description, certain aspects of the present invention are not limited by the particular details illustrated in the drawings. Other modifications and applications, or equivalents, will occur to those skilled in the art. The terms "having", "comprising" and "including" and similar terms as used in the foregoing specification are used in the sense of "optional" or "may include"
and not as "required". Many changes, modifications, variations and other uses and applications of the present construction will, however, become apparent to those skilled in the art after considering the specification and attached drawings. All such changes, modifications, variations and other uses and applications which do not depart from the spirit and scope of the invention are deemed to be covered by the invention which is limited only by the claims that follow. The scope of the disclosure is not intended to be limited to the embodiments shown herein, but is to be accorded the full scope consistent with the claims, wherein reference to an element in the singular is not intended to mean "one and only one" unless specifically so stated, but rather one or more. All structural and functional equivalents to the elements of the embodiment described throughout the disclosure that are known or later come to be known to those of ordinary skill in the art are expressly incorporated herein by reference and intended to be encompassed by the claims. For example, some variations to the precast reinforced concrete form include but are not limited to precast reinforced concrete forms integrated with precast stair systems (see Figures 8 and 9), windows, doors or other architectural or structural elements;
referring to Figure 2, precast reinforced concrete forms integrated with the foundation below where part of the rebar of the foundation is already incorporated in the bottom part of the precast reinforced concrete form in order to improve the connection between the precast reinforced concrete form and the foundation; referring to Figure 6, a precast reinforced concrete form using bolts to eliminate the need for welding.
and not as "required". Many changes, modifications, variations and other uses and applications of the present construction will, however, become apparent to those skilled in the art after considering the specification and attached drawings. All such changes, modifications, variations and other uses and applications which do not depart from the spirit and scope of the invention are deemed to be covered by the invention which is limited only by the claims that follow. The scope of the disclosure is not intended to be limited to the embodiments shown herein, but is to be accorded the full scope consistent with the claims, wherein reference to an element in the singular is not intended to mean "one and only one" unless specifically so stated, but rather one or more. All structural and functional equivalents to the elements of the embodiment described throughout the disclosure that are known or later come to be known to those of ordinary skill in the art are expressly incorporated herein by reference and intended to be encompassed by the claims. For example, some variations to the precast reinforced concrete form include but are not limited to precast reinforced concrete forms integrated with precast stair systems (see Figures 8 and 9), windows, doors or other architectural or structural elements;
referring to Figure 2, precast reinforced concrete forms integrated with the foundation below where part of the rebar of the foundation is already incorporated in the bottom part of the precast reinforced concrete form in order to improve the connection between the precast reinforced concrete form and the foundation; referring to Figure 6, a precast reinforced concrete form using bolts to eliminate the need for welding.
Claims (10)
OR PRIVILEGE IS CLAIMED ARE DEFINED AS FOLLOWS:
1. A form for forming poured-in-situ vertical concrete walls of residential or commercial buildings wherein the vertical walls are exterior walls below grade, the form comprising at least one precast reinforced concrete panel, the precast reinforced concrete panel has an inside surface facing the space in which the poured-in-situ concrete is to be placed and an outside surface facing the building interior, first and second vertical sides and a top end and a bottom end, the form further comprises a plurality of interconnected horizontal reinforcing trusses, each of said trusses having a first longitudinal header section, said header section cast into the panel, and each of said trusses having horizontal reinforcing members extending from said header section outwardly through the inside surface of said panel to connect to a second longitudinal header.
2. A form according to claim 1 wherein the plurality of interconnected horizontal reinforcing trusses are further reinforced by vertical longitudinal reinforcement rods linking each of said trusses.
3. A form according to claim 1 or 2 wherein the a first longitudinal header section comprises a parallel first and second longitudinal headers .
4. A form for forming poured-in-situ vertical concrete walls of residential or commercial buildings the form comprising a pair of precast reinforced concrete panels, each of the precast reinforced concrete panels having an inside surface facing the space in which the poured-in-situ concrete is to be placed and an outside surface, first and second vertical sides and a top end and a bottom end, the form further having a plurality of horizontal reinforcing trusses, each of said trusses having a first pair of longitudinal headers, said headers cast into one of said panels, and each of said trusses having horizontal reinforcing members extending from said one of the pair of headers and horizontal reinforcing members extending from the other of said pair of headers outwardly through the inside surface of said one panel to a second horizontal header cast into the other panel wherein each of the longitudinal headers is further reinforced by vertical longitudinal reinforcement rods linking each of said trusses.
5. A method of making a form for forming poured-in-situ vertical concrete walls of residential or commercial buildings the form comprising at least one precast reinforced concrete panel, the method comprising:
a. forming a mould for one of the precast panels, b. positioning a plurality of vertical reinforcing trusses off the base of the form for the first precast panel, each of said trusses having a pair of longitudinal headers, said headers to be cast into the panel, and each of said trusses having horizontal reinforcing members extending from said headers outwardly through the inside surface of said panel c. pouring concrete into the mold with a sufficient cover to retain the pair of longitudinal headers, curing it, rotating it after reaching the required strength
a. forming a mould for one of the precast panels, b. positioning a plurality of vertical reinforcing trusses off the base of the form for the first precast panel, each of said trusses having a pair of longitudinal headers, said headers to be cast into the panel, and each of said trusses having horizontal reinforcing members extending from said headers outwardly through the inside surface of said panel c. pouring concrete into the mold with a sufficient cover to retain the pair of longitudinal headers, curing it, rotating it after reaching the required strength
6. A method according to claim 5 wherein after a first panel is poured and after turning it, a mould is created for a second precast panel with the ends of the horizontal reinforcing members extending from said headers in said first panel connecting to a second longitudinal header to be cast into the second panel.
7. A system of erecting formwork for forming poured-in-situ vertical concrete walls of residential or commercial buildings comprising:
a. A plurality of forms for forming poured-in-situ vertical concrete walls of residential or commercial buildings wherein the vertical walls are exterior walls below grade according to claim 2 is erected on spacers that allow for a concrete base as wide as the form.
b. To ensure the loads are adequately flowing through adjacent forms, dowels can be protruding from the structure below and going in between the prefabricated panels of the forms.
c. Similarly, when the forms are being erected over a concrete slab, the prefabricated panels will be placed over slab dowels that were left protruding from the slab itself.
d. Also some rebar protruding from the wall below can be incorporated into the new forms being erected.
e. During the erection, the forms will be lifted in place by the tower crane and then supported laterally and kept vertical by temporary props to be connected to the wall.
f. Finally, when enough forms have been erected and the onsite rebar has been placed, concrete will be poured in between the precast panels until reaching the full height of the panels or could be poured in lifts, depending on the site needs and on the design.
a. A plurality of forms for forming poured-in-situ vertical concrete walls of residential or commercial buildings wherein the vertical walls are exterior walls below grade according to claim 2 is erected on spacers that allow for a concrete base as wide as the form.
b. To ensure the loads are adequately flowing through adjacent forms, dowels can be protruding from the structure below and going in between the prefabricated panels of the forms.
c. Similarly, when the forms are being erected over a concrete slab, the prefabricated panels will be placed over slab dowels that were left protruding from the slab itself.
d. Also some rebar protruding from the wall below can be incorporated into the new forms being erected.
e. During the erection, the forms will be lifted in place by the tower crane and then supported laterally and kept vertical by temporary props to be connected to the wall.
f. Finally, when enough forms have been erected and the onsite rebar has been placed, concrete will be poured in between the precast panels until reaching the full height of the panels or could be poured in lifts, depending on the site needs and on the design.
8. A
method of constructing for forming poured-in-situ vertical concrete walls for a stairwell using form comprising at a pair of precast reinforced concrete panels said panels having an inside surface facing the space in which the poured-in-situ concrete is to be placed and an outside surface, first and second vertical sides and a top end and a bottom end, and said form further comprising a plurality of vertical reinforcing trusses, each of said trusses having a pair of longitudinal headers, said headers cast into one of said panels, and each of said trusses having horizontal reinforcing members extending from said headers outwardly through the inside surface of said panel to a second header cast into the other one of said panels, said method comprising:
a. Along one end of the stairwell, a precast concrete form according to claim 2 is erected, b. After erection of the first the precast concrete form, the formwork for the long wall of the stairwell is erected using the precast concrete form according to claim 2;
c. The formwork for the second end of the stairwell is erected next using a precast concrete form according to claim 2;
d. Lastly the formwork for the doorway side wall of the stairwell is erected using the precast concrete form according to claim 2.
method of constructing for forming poured-in-situ vertical concrete walls for a stairwell using form comprising at a pair of precast reinforced concrete panels said panels having an inside surface facing the space in which the poured-in-situ concrete is to be placed and an outside surface, first and second vertical sides and a top end and a bottom end, and said form further comprising a plurality of vertical reinforcing trusses, each of said trusses having a pair of longitudinal headers, said headers cast into one of said panels, and each of said trusses having horizontal reinforcing members extending from said headers outwardly through the inside surface of said panel to a second header cast into the other one of said panels, said method comprising:
a. Along one end of the stairwell, a precast concrete form according to claim 2 is erected, b. After erection of the first the precast concrete form, the formwork for the long wall of the stairwell is erected using the precast concrete form according to claim 2;
c. The formwork for the second end of the stairwell is erected next using a precast concrete form according to claim 2;
d. Lastly the formwork for the doorway side wall of the stairwell is erected using the precast concrete form according to claim 2.
9. A method according to claim 6 further comprising once the precast concrete forms have been setup for the stairwell concrete walls, a precast landing is attached to the inside surface of the panels adjacent their top ends.
10. A method according to claim 7 wherein a set of precast stairs can be set on the landing and floor of the stairwell.
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CA3017682A CA3017682A1 (en) | 2018-09-18 | 2018-09-18 | Precast reinforced concrete form |
| CA3055787A CA3055787A1 (en) | 2018-09-18 | 2019-09-18 | Precast reinforced concrete form |
| US16/574,940 US20200102747A1 (en) | 2018-09-18 | 2019-09-18 | Precast reinforced concrete form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CA3017682A CA3017682A1 (en) | 2018-09-18 | 2018-09-18 | Precast reinforced concrete form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CA3017682A1 true CA3017682A1 (en) | 2020-03-18 |
Family
ID=69891472
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA3017682A Abandoned CA3017682A1 (en) | 2018-09-18 | 2018-09-18 | Precast reinforced concrete form |
| CA3055787A Abandoned CA3055787A1 (en) | 2018-09-18 | 2019-09-18 | Precast reinforced concrete form |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA3055787A Abandoned CA3055787A1 (en) | 2018-09-18 | 2019-09-18 | Precast reinforced concrete form |
Country Status (2)
| Country | Link |
|---|---|
| US (1) | US20200102747A1 (en) |
| CA (2) | CA3017682A1 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2021087267A1 (en) * | 2019-11-01 | 2021-05-06 | Simpson Strong-Tie Company Inc. | Concrete member shear transfer bracket |
| CN112647632A (en) * | 2020-12-18 | 2021-04-13 | 重庆市镁晶防火材料有限公司 | Production process of non-demolition-die assembled composite floor slab |
| CN115059301A (en) * | 2022-06-29 | 2022-09-16 | 上海宝冶集团有限公司 | Construction method of bottom die of non-dismantling toilet |
| CN115182385A (en) * | 2022-08-03 | 2022-10-14 | 上海市城市建设设计研究总院（集团）有限公司 | Prefabricated assembly structure of integral open-cut tunnel and assembly construction method thereof |
| CN116653111B (en) * | 2023-07-07 | 2023-10-27 | 江苏启安建设集团有限公司 | Pouring device and pouring process for reinforced concrete prefabricated staircase |
-
2018
- 2018-09-18 CA CA3017682A patent/CA3017682A1/en not_active Abandoned
-
2019
- 2019-09-18 CA CA3055787A patent/CA3055787A1/en not_active Abandoned
- 2019-09-18 US US16/574,940 patent/US20200102747A1/en not_active Abandoned
Also Published As
| Publication number | Publication date |
|---|---|
| CA3055787A1 (en) | 2020-03-18 |
| US20200102747A1 (en) | 2020-04-02 |
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