US20190264454A1

US20190264454A1 - Concrete Form Lock

Info

Publication number: US20190264454A1
Application number: US15/906,597
Authority: US
Inventors: Chad D. Godwin
Original assignee: Individual
Current assignee: Godwin Formwork Solutions LLC
Priority date: 2018-02-27
Filing date: 2018-02-27
Publication date: 2019-08-29

Abstract

An apparatus for connecting a pair of wall concrete form sections disposed at a relative distance from each other defining a space therebetween to receive concrete to be poured, the apparatus preventing the sections from separating, the apparatus comprising an elongated locking pin, a form connector to be rotatably, and releasably affixed to a form, and a pin retainer affixed to the arm defining a channel therein sized to be engaged within the engagement slot whereby the pin is placed through corresponding holes in adjacent forms and the pin engages a first form, extends through the relative distance between the forms, exits through an aligned hole in the second form, and the channel of the pin retainer attached to the second form engages the engagement slot on the pin thus providing a fixed distance between the forms and preventing the form separation when concrete is poured.

Description

CROSS-REFERENCE TO RELATED APPLICATIONS

None.

FIELD OF THE INVENTION

The invention generally relates to the installation of concrete forms for creating walls, columns, and other predominately vertical concrete structures. In particular, the invention relates to an apparatus for positioning and locking concrete forms for receipt of concrete, thereby maintaining a desired distance and preventing the forms from separating during the filling operation and simplifying the removal and preventing the loss of the apparatus after removal from the concrete forms.

BACKGROUND

The current methods for preparing concrete forms for construction projects are manpower-intensive, material-intensive, do not properly maintain the desired spacing easily, are costly, and inefficient. One common method for pouring a concrete wall requires two forms to be placed parallel with a desired wall thickness represented by distance between the forms. The form builders then insert a multitude of heavy threaded rods into holes in the forms at various locations. The threaded rods extend from the concrete forms and the form builders then place a multitude of large washers and nuts on protruding threaded rods. The nuts are then tightened using a wrench to create the desired width. The form builders then cut blocks to the desired thickness and place them inside the cavity to maintain this thickness. After pouring and curing of the concrete, the form builders disassemble the concrete forms. During this deconstruction process, the nuts and washers are lost and require replacement. Additionally, the threaded rods may be damaged during removal. The current method for constructing and deconstructing concrete forms using threaded rod, nuts, washers, and wrenches have significant disadvantages that are manpower intensive, equipment intensive, costly, wasteful, and ultimately inefficient.

SUMMARY OF THE INVENTION

The present invention overcomes these shortcomings by providing an apparatus that allows one skilled in the art, such as a form builder, to quickly construct and disassemble concrete forms with two separate assemblies that are relatively large and not easily lost at the construction site. The apparatus also prevents the concrete forms from moving inwardly or outwardly thus maintaining a consistent thickness of the concrete. Additionally, the apparatus does not require tools for assembly or disassembly of the concrete forms. The apparatus may consist of an elongated locking pin, a pin retainer, and a form connector.
There have thus been outlined, rather broadly, the more important features of the invention in order that the detailed description thereof that follows may be better understood, and in order that the present contribution to the art may be better appreciated. There are, of course, additional features of the invention that will be described hereinafter and which will form the subject matter of the claims appended hereto.
In this respect, before explaining at least one embodiment of the invention in detail, it is to be understood that the invention is not limited in this application to the details of construction and to the arrangements of the components set forth in the following description or illustrated in the drawings. The invention is capable of other embodiments and of being practiced and carried out in various ways. Also, it is to be understood that the phraseology and terminology employed herein are for the purpose of description and should not be regarded as limiting. As such, those skilled in the art will appreciate that the conception, upon which this disclosure is based, may readily be utilized as a basis for the designing of other structures, methods and systems for carrying out the several purposes of the present invention. Additional benefits and advantages of the present invention will become apparent to those skilled in the art to which the present invention relates from the subsequent description of the preferred embodiment and the appended claims, taken in conjunction with the accompanying drawings. It is important, therefore, that the claims be regarded as including such equivalent constructions insofar as they do not depart from the spirit and scope of the present invention.
Further, the purpose of the foregoing abstract is to enable the U.S. Patent and Trademark Office and the public generally, and especially the scientist, engineers and practitioners in the art who are not familiar with patent or legal terms or phraseology, to determine quickly from a cursory inspection the nature and essence of the technical disclosure of the application. The abstract is neither intended to define the invention of the application, which is measured by the claims, nor is it intended to be limiting as to the scope of the invention in any way.

DESCRIPTION OF THE DRAWINGS

FIG. 1 is a side view of a locking pin.

FIG. 2 is a side view of a pin retainer.

FIG. 3 is a top view of a T-cam form connector attached to the pin retainer.

FIG. 4 is side view of the T-cam form connector engaging the pin retainer.

FIG. 5 is a side view of a concrete form.

FIG. 6 is a side view a concrete form with a pair of T-cam form connectors and pin retainers attached.

FIG. 7 is a top view of a pair of concrete forms with the concrete form locks installed

FIG. 8 is a view of a L-cam pin retainer.

FIG. 9 is a view of a L-cam pin retainer affixed to a concrete form

DETAILED DESCRIPTION OF THE INVENTION

FIG. 1 is a side view of a locking pin 100. The locking pin 100 may comprise a elongated cylindrical pin 102 preferably with a tapered surface 104 having a proximate end 106 and a distal end 108 preferably with a plurality of locking pin slots 110 at each end 106, 108. The tapered surface 104 allows a user to place the locking pin, 100, through one side of the concrete form 500, exit the first concrete form 500 and enters a second concrete form 500, and protrudes from the second concrete form 500. The proximate end 106 and distal end 108 both protrude from the adjacent concrete forms 500 allowing access to locking pin slots 110. FIG. 7 illustrates this in greater detail. The diameter of the proximate end 106 preferably is greater than the diameter of the distal end 108 and the pin hole 510 such that as the locking pin 100 is placed inside the pin hole 510 of the concrete forms 500 it will easily penetrate both concrete forms 500, but the diameter of the proximate end 106 will prevent the locking pin 100 from passing all the way through the pin hole 510 of the first concrete form 500. This tapered surface 104 from the proximate end 106 to the distal end 108 allows the user to easily place the concrete form locking pin 100 into the forms for set up and also allows a user to easily remove the locking pin 100. Additionally, the surface of the locking pin 100 may be coated with a release agent that allows the locking pin 100 to be more easily removed after the concrete pour. Also, a user may alternate the locking pins 100 entering from the different sides of the concrete forms 500 wherein once they are locked in place they will also help prevent blowouts due to the concrete pressure. In a locking pin 100 there may be several locking pin slots 110 near the proximate end 106 and the distal end 108. These locking pin slots 110 cooperatively engage the pin retention channel 204 in the pin retainer 200. The spacing of the locking pin slots 110 allow the user to create different form widths for various sizes of concrete walls or structures.
FIG. 2 is a sideview of a pin retainer 200. The pin retainer 200 may comprise an engagement member 202 defining therein a pin retention channel 204 with a curved engagement surface 206 an arm 208 with an adjustment slot 210. The pin retainer 200 may be rotated about the T-cam form connector 300 to engage the locking pin 100 at the locking pin slots 110. The preferred method of engaging the locking pin slots 100 is to engage the locking pin 100 from the top with the pin retainer 200 so if movement was to occur and loosen the T-cam form connector 300, the pin retainer 200 would remain in place by the force of gravity and may prevent release of the concrete form 500. The curved engagement surface 206 allows the user to engage and disengage a locking pin 100 while the T-cam form connector 300 is loosely affixed to the concrete form 500. Without the curved engagement surface 206, the user would have to control the concrete form 500, the locking pin 100, the pin retainer 200 and the T-cam connector 300 simultaneously making the assembly of the forms difficult. The curvature of the pin retainer 200 allows the user to connect the T-cam form connector 300 to the concrete form 500 and tighten the T-cam form connector 300 sufficiently to maintain its affixation with the concrete form 500 while allowing the pin retainer 200 to be adjusted slideably and rotatebly by the user to engage the locking pin slots 110. The area of the engagement member 202 where the curved surface 206 and the pin retention channel 204 reside may be sized by one skilled in the art such that the pressure may spread over an area to prevent failure and pull through but also sized to manageable for the user.
FIG. 3 is a top view of a T-cam form connector 300 attached to the pin retainer 200. The T-cam form connector 300 preferably comprises a form connector handle 302, a torque handle 304 and a T-cam 306. The T-cam 306 allows a user to place the T-cam form connector 300 to engage the pin retainer 200 through the adjustment slot 210 and also engage a concrete form 500 wherein the user placed a T-cam 306 in the corresponding slot 508 of the concrete form 500. The user may rotate the T-cam form connector 300 wherein the T-cam 306 engages the concrete form 500. This engagement prevents the T-cam form connector 300 from disengaging from the concrete form 500. A user may then hold the form connector handle 302 and rotate the torque handle 304 to engage the pin retainer 200 and secure in place the pin retainer 200 against the concrete form 500 while engaged with the locking pin 100.
FIG. 4 is a side view 400 of the T-cam form connector 300 engaged with the pin retainer 200. The T-cam form connector 300 may further comprise a threaded rod 402, an engagement washer 404 and a retaining washer, 406. In this preferred embodiment, T-cam form connector 300 engages the pin retainer 200 such that the retaining washer 406 prevents the T-cam form connector 300 from becoming detached from the pin retainer 200, thereby making the combination of the pin retainer 200 and the T-cam form connector 300 a single unit. Additionally, an engagement washer 404 allows a user to rotate the torque handle 304 disposed within the adjustment slot 210 of the pin retainer 200, thereby securing the T-cam form connector 300 and pin retainer 200 in place and engaged not only with the concrete form 500, but also engaging and preventing the locking pin 100 from moving. Incorporated by reference is quick release clamp (U.S. Pat. No. 6,712,376 Eberhardt et al.) that may replace the torque handle 304 and the threaded rod 402. It would be apparent to one skilled in the art to employ a quick release clamp to engage the pin retainer 200 and secure it to the form 500. The user may rotate the T-cam a pre-determined distance to engage the concrete form 500 then actuate the quick release cam to secure the pin retainer 200. One skilled in the art could substitute other mechanisms to tighten these components.
If one skilled in the art desired the pin retainer 200 to be separated from the T-cam form connector 300, the retaining washer 406 may be removed before the T-cam 306 is affixed to the threaded rod 402. Additionally, form connector handle 302 may be removable to facilitate the removal of the retaining washer 406 thereby allowing a user to separate the form connector 300 and pin retainer 200. The handle 302 may have mated thread to affix to the threaded rod 402. Other methods of attaching the handle 302 to the threaded rod 402 allowing a user to remove the handle 302 would be apparent to one skilled in the art.
FIG. 5 is a front view of a concrete form, 500. The concrete form 500 may comprise an exterior railing 502, interior form rails 504, a face sheet 506, form slots 508, and pin holes 510. Concrete forms 500 may be connected such that they create an extended single form to create a monolithic wall when the concrete is poured between the concrete forms 500. The exterior railing 502 contains the face sheets 506 wherein the face sheet may have different designs as desired by the user erecting the wall. The interior form rails 504 create a grid pattern throughout the concrete form 500 to provide rigidity of the concrete form 500 when in place and to prevent concrete from blowing out through the frame. Within the interior rails form rails 504 there may be a multitude of form slots 508 allowing different positioning of the T-cam form connector 300. Also in the interior form rails 504, there may be a multitude of pin holes 510 allowing for various placement of the locking pins 100 depending on the desires of the user and the type of construction that is involved. Additionally, the forms may be set such that one form connecter 300 engages a single form 500 wherein the pin is connected to a second form 500 where upon engaging the pin retainer 200 to the locking pin 100 creating a monolithic form. This may be done over an extended span wherein the concrete forms 500 would be as one and provide a continuous surface for the concrete and the wall.
FIG. 6 is a front view 600 of a concrete form 500 with locking pins 100 secured in place by pin retainers 200 that may engage the concrete forms 500 via the T-cam form connectors 300. This view 600 shows an exemplar of two locking pins 100 placed through the pin holes 510 in the concrete forms 500. A user may preferably attach the pin retainer 200 to the concrete forms 500 by inserting the T-cam 306 into the form slots 508 then rotating the T-cam 306 by the form connector handle 302 ninety degrees to fully engage the form 500. The user may then while holding the form connector handle 302 in position, rotatably and slideably position the pin retainer 200 to engage the locking pin 100 at the desired locking pin slot 110 with the pin retention channel 204. Once the pin retainer 200 engages the locking pin 100, the locking pin 100 may no longer slide out of the pin hole 510. Once the engagement has occurred, a user may then rotate the torque handle 304 to secure the engagement member 202 to the concrete form 500 to prevent an undesired release. This sequence of events may be performed where there in pin holes 510 in conjunction with a companion concrete form 500 disposed a desired distance thus creating a cavity 702 for the concrete to be poured.
A user may release the concrete form 500 by rotating the torque handle 304 in the opposite direction from above thereby releasing the pin retainer 200 allowing it to freely move. The user may disengage the pin retainer 200 from the locking pin 100 allowing the locking pin 100 to be removed. Once the locking pins 100 are removed the concrete forms any also be removed leaving a concrete structure.
FIG. 7 is a side view 700 of a pair of concrete forms 500 with locking pins 100 positioned and secured in place by pin retainers 200 using T-cam form connectors 300. This view illustrates concrete forms 500 in their ready position to accept concrete. In this preferred embodiment, there may be upper and lower locking pins 100. The locking pins 100 may be inserted into the first concrete form 500, then extended to and through the second concrete form 500. Pin retainers 200 and T-cam form connectors 300 may be placed at the proximate end 106 and the distal end 108 of the locking pins 100. After the T-cam form connectors 300 engage the concrete forms 500, the pin retainers 200 may then engage the locking pins 100 at the locking pin slot 110. The user may then tighten the torque handles 304 to secure the locking pins 100 in place to prevent them from moving. By tightening the torque handles 304, a semi-rigid to rigid structure is created thus reducing the possibility of preventing a blowout caused by the pressure of the concrete.
As described earlier, a series of locking pin slots 110 may be created near the ends 106, 108 of the locking pins 100. This series of locking pin slots 110 provides a user the ability to adjust the width of the cavity 702 created by the concrete forms 500 by selecting different locking pin slot 110 to achieve a desired distance. Additionally, a user may use different locking pin slots 110 to create a tapering effect in the horizontal direction and/or in the vertical direction.
FIG. 8 and FIG. 9 are views of the L-cam form connector 800. FIG. 8 is a side view of the L-cam form connector 800 engaged with the pin retainer 200 affixed to L-cam concrete form 900. The L-cam form connector 800 is similar to the T-cam form connector 300 described in FIG. 4. The L-cam form connector 800 utilizes an L-cam 802 to lock and secure the L-cam form connector 800 to the concrete forms 900 instead of a T-cam 306. Different concrete forms in the industry require different engagement methods for securing the pin retainer 200 to the concrete forms. The interior railing 504 of the concrete form 500 allows the insertion of the T-cam 306 into the top of the interior rail 504 whereas the L-cam rail 902 has no top for insertion but instead has a rectangular rail with series of L-cam engagement holes 904 along the length of the rail 902 for affixing the L-cam form connector 800. FIG. 9 illustrates the L-cam form connector 800 engaging the L-cam concrete form 900 and securing the pin retainer 200 and locking pin 100 in place. A user may place the L-cam 802 into the L-cam engagement holes 904, then rotate the torque handle 304 to sufficiently secure the L-cam form connector 800 such that it will not disengage the L-cam concrete form 900 but will allow the pin retainer 200 to be sildeably and rotatably moved to engage the locking pin 100. The T-cam and the L-cam are two embodiments for engaging the concrete form. Other embodiments known to one skilled in the art for engaging concrete forms may also be used with the concrete form lock.

Claims

Having thus described the invention, I claim:

1. An apparatus for connecting at least one pair of wall concrete form sections disposed at a relative distance from each other defining a space therebetween to receive concrete to be poured, the apparatus preventing the sections from separating beyond a desired relative distance, the apparatus comprising:

a. at least one elongated locking pin having a first end defining therein at least one first end engagement slot, a second end defining therein at least one second engagement slot, the pin defining between the selected first end engagement slot and the selected second end engagement slot the relative distance desired between the two forms;

b. at least one form connector rotatably and releasably affixed to a form having—

i. an arm defining a slot therein,

ii. an elongated rod having a diameter sized to be received within the arm slot and defining threads thereon for at least a portion of its length with a first torque means for applying twisting force at a first end and a cam at a second end sized both to be received within a slot defined in a form and to pass through the arm slot, the cam having shoulders sized to engage corresponding shoulders of the form slot when the cam is rotated 90 degrees from an angle of insertion through the form slot,

iii. an engagement member having a central body with a width greater than that of the arm slot and defining threads therein engaging the threads of the elongated rod, the engagement member also having a second torque application means for applying torque to spin the engagement member moving it along the rod threads;

c. a pin retainer affixed to the arm defining a channel therein sized to be engaged within the engagement slot;

whereby the pin is placed through corresponding holes in adjacent forms and the pin engages a first form, extends through the relative distance between the forms, exits through an aligned hole in the second form, and the channel of the pin retainer attached to the second form engages the engagement slot on the pin thus providing a fixed distance between the forms and preventing the forms from separating when concrete is poured.

2. The apparatus of claim 1, where the torque means is a handle.

3. The apparatus of claim 2, where the second handle is removable.

4. The apparatus of claim 1, where the torque means is a torque application surface and a removable torque tool to engage the surface and prevent movement.

5. The apparatus of claim 1, where the pin has multiple slots for different relative distances between the forms.

6. The apparatus of claim 1, where the pins are alternated entering from the different sides of the concrete forms to prevent blowouts of the form due to the concrete pressure.

7. A concrete wall form having a pair of wall sections disposed at a relative distance to each other, a concrete form clamp for connecting and preventing the sections from separating comprising:

a. a pin removably positioned to engage a concrete form—

i. an tapered cylindrical elongated member, and

ii. a plurality of engagement slots;

b. a form connector to releasably affix the pin retainer to a section of the concrete form

i. at least one handle fixedly attached to the elongated member,

ii. an threaded elongated member,

iii. an rotatable engagement member, and

iv. a threaded clamp;

c. a pin retainer slidably and pivotably affixed to the form connector—

i. a pin engagement slot to releasably engage the pin,

ii. a form connector position adjustment slot, and

iii. a clamping area;

whereby the pin is placed through a slot in the concrete wall forms and the pin engages one wall section, extends through the space between the wall sections, exits through an aligned slot on the opposing wall section, where the pin retainer is attached to the opposing wall section engages the slot on the pin and is clamped in the desired position using a threaded clamp thus providing a fixed distance between the wall sections and preventing the wall section from separating when concrete is poured into the form.

8. A concrete wall form having a pair of wall sections disposed at a relative distance to each other, a concrete form clamp for connecting and preventing the sections from separating comprising:

a. a pin removably positioned to engage a concrete form—

i. an tapered cylindrical elongated member, and

ii. a plurality of engagement slots;

i. at least one handle with cammed exterior surface fixedly attached to the elongated member,

ii. an elongated member, and

iii. an rotatable engagement member;

c. a pin retainer slidably and pivotably affixed to the form connector—

i. a pin engagement slot to releasably engage the pin,

ii. a form connector position adjustment slot, and

iii. a clamping area;

whereby the pin is placed through a slot in the concrete wall forms and the pin engages one wall section, extends through the space between the wall sections, exits through an aligned slot on the opposing wall section, where the pin retainer is attached to the opposing wall section engages the slot on the pin and is clamped in the desired position using the cammed handle thus providing a fixed distance between the wall sections and preventing the wall section from separating when concrete is poured into the form.