EP1567735A1 - Fabric column and pad concrete form - Google Patents

Fabric column and pad concrete form

Info

Publication number
EP1567735A1
EP1567735A1 EP03758384A EP03758384A EP1567735A1 EP 1567735 A1 EP1567735 A1 EP 1567735A1 EP 03758384 A EP03758384 A EP 03758384A EP 03758384 A EP03758384 A EP 03758384A EP 1567735 A1 EP1567735 A1 EP 1567735A1
Authority
EP
European Patent Office
Prior art keywords
tube
concrete
pad
longitudinal
form element
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.)
Granted
Application number
EP03758384A
Other languages
German (de)
French (fr)
Other versions
EP1567735B1 (en
Inventor
Richard Neil Fearn
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP1567735A1 publication Critical patent/EP1567735A1/en
Application granted granted Critical
Publication of EP1567735B1 publication Critical patent/EP1567735B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
    • E04G13/021—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor for circular columns

Definitions

  • This invention relates generally to a concrete column and pad forming tube made of a fabric like material for receiving a flowable and settable material poured into the interior of the tube so as to form a round column or pad upon the hardening of the material, and which is characterized by folding flat for storage and shipping, while at the same time being able to be accurately positioned on the job site.
  • Concrete column forming tubes are conventionally formed of multiple layers of paper, which are spirally wound around a mandrel and with a wall thickness of about 6 mm so that the tube is rigid and maintains it's circular cross section. Because of the large diameters and lengths, transportation and storage is very expensive. In an effort to overcome these problems, it was proposed in US Patent Number 5,376,316 to have extremely thin and flexible paper walls, which would render the tube collapsible into a flat form so as to avoid the high transportation and storage expenses of the rigid cardboard tubes. While the use of the thin walls did make the tube collapsible, the following problems resulted: First, there was no means of holding the tube in position so that when filled with concrete, the column was correctly located.
  • Such forming tubes may be fabricated from fabric with one or more longitudinal tabs running the full length of the tube. Each tab is sandwiched between two vertical support members, which are used to properly locate the tube on the job site, before filling with concrete.
  • This invention also contemplates the use of a woven fabric of sufficient strength that bulging will not occur, while at the same time being able to fold flat. The fabric is joined into a tube by welding, sewing or zippering the edges together.
  • the fabric based forming tube is collapsed and folded into a small package to facilitate its storage and transportation.
  • the contractor cuts off the exact length of tube required for the column.
  • the fabric tab is nailed or screwed between two vertical support members probably made from 75mm by 200 mm lumber, and the assembly is placed vertically into position and braced. Concrete is then poured into the fabric tube so that it take a cylindrical configuration across from the two vertical support members. After the concrete is hardened, the fabric tube can be left in place, or removed at the weld, zipper, or cut with a sharp knife.
  • FIGURE 1 is a perspective view of the concrete forming tube used to form a column with a single longitudinal tab;
  • FIGURE 2 is a perspective view of the concrete forming tube used to form a pad with multiple longitudinal tabs
  • FIGURE 3 is a vertical cross section of the tube when expanded with concrete showing two longitudinal tabs, one zipper to enable the form to be reused, and three flexible sheet form elements welded or sewn together;
  • FIGURE 4 is a perspective view showing the length of tube being cut from a larger package, and the longitudinal tab being stapled to the first vertical support member;
  • FIGURE 5 is a perspective view showing the second vertical support member being nailed or screwed to the first vertical support member, thereby sandwiching the vertical support tab;
  • FIGURE 1 is a perspective view of a preferred embodiment of a concrete forming tube used in accordance with the present invention as a concrete column and which is indicated generally at 10.
  • the flexible sheet form element, or fabric 14 is joined to form a tube with the outside longitudinal edge forming a longitudinal tab 16.
  • the longitudinal tab 16 can be seen at the top, sandwiched between the two vertical support members 18, 20.
  • the vertical support members are braced with suitable lumber 22, and stakes 30 are used to support the lower end of each brace 22.
  • FIGURE 2 is a perspective view of a preferred embodiment of a concrete forming tube 12 used in accordance with the present invention as a concrete footing pad and which is indicated generally at 28. Stakes 30 are driven into the ground just outside the circumference of the proposed circular pad 28.
  • the desired length of fabric tube 42 is cut with a utility knife 52 from the longer length 40, and the longitudinal tabs 16 are stapled 34 to each stake 30 to support the tube in the correct position.
  • Larger diameter pads could have a multiplicity of longitudinal tabs and supporting stakes. Pads could range in diameter from 450 mm up to 3000 mm, with the fabric tube welded or sewn together to achieve these diameters.
  • Concrete 26 is placed inside the tube, and trowelled fiat to the top of the fabric tube 12.
  • FIGURE 3 is a cross section of the fabric tube 12 expanded as if by the concrete to show manufacturing details.
  • Three flexible sheet form elements 14 of indefinite length and a specific width are welded or sewn together at points 36 to form the correct diameter for the column or pad. Welding is the preferable method of joining as sewing can weaken the joint and create small holes for the concrete to leak out.
  • the longitudinal tabs run the full length of the tube, with a width 38 running past the joining width 36. This longitudinal tab is sandwiched between the two vertical support members 18, 20 to support the tube in the vertical position for proper location during the concrete pour.
  • the width of the longitudinal tab 38 is usually the same as the width of the vertical support members 18, 20 to ensure proper positioning of the tab.
  • the manufacturing process must accurately align and weld the fabric so that the correct diameter of the inflated tube is achieved. As the diameter of the tube increases, the hoop tension of the fabric will increase because of the increased concrete pressure. Therefore the thickness of the fabric and the width of the welded or sewn joint must be correspondingly increased.
  • a zipper 44 is shown in FIGURE 3.
  • the zipper would be used where it is desirable to recycle the tube form to lower forming costs.
  • the zipper would also have applications where it is needed to place a concrete column around an existing steel column, for example to protect a steel column in a warehouse from damage.
  • the fabric overlap 46 protects the zipper from concrete damage when filling with concrete.
  • the zipper would be either welded or sewn to the fabric.
  • Velcro or sticky tape 48 may be required to ensure the overlap stays flat when filling to protect the zipper from concrete damage.
  • the flexible sheet form element 14 is typically made from a woven polyethylene or polypropylene material, with about 12 tapes per inch in the warp and weft direction.
  • the tapes are high density to achieve strength, and a low-density coating on either or both sides of the scrim could be added to ensure the concrete does not leak through the fabric. It would also be possible to increase the fabric strength by adding warp and weft elements made of carbon fiber, for example, which, when left in place would provide external reinforcing to the concrete.
  • FIGURE 4 is an isometric view showing the fabric tube 12 being cut to the length 42 of a desired column 10, and the longitudinal tab 16 being positioned and stapled 34 to the first vertical support member 18.
  • FIGURE 5 is an isometric view showing the second vertical support member 20 being attached to the first member 18 using nails or screws 50.
  • the two vertical support members provide support to the longitudinal tab and therefore to the fabric tube during the pouring of concrete.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

A lightweight and flexible concrete forming tube for columns and pads is disclosed, wherein the tube has a very thin wall of high strength fabric and a longitudinal fabric tab running the length of the tube. The tab is sandwiched between two vertical support members made of lumber. The vertical support members and attached fabric tube are then accurately located and braced. As the interior of the tube is filled with concrete, the hydrostatic pressure causes the tube to form a cylindrical shape, thereby accurately aligning itself across from the vertical support members. The use of fabric prevents the problems associated with using cardboard forms, which weaken when exposed to moisture.

Description

FABRIC COLUMN AND PAD CONCRETE FORM
CROSS REFERENCE TO RELATED APPLICATIONS
This application claims priority under 35 U.S.C 119(E)e to the United States Provisional Patent Application Number 60/420,029 filed on 10/22/2002, which received Confirmation Number 4435, the disclosure of which is incorporated herein by reference.
FIELD OF THE INVENTION
This invention relates generally to a concrete column and pad forming tube made of a fabric like material for receiving a flowable and settable material poured into the interior of the tube so as to form a round column or pad upon the hardening of the material, and which is characterized by folding flat for storage and shipping, while at the same time being able to be accurately positioned on the job site.
BACKGROUND OF THE INVENTION
Concrete column forming tubes are conventionally formed of multiple layers of paper, which are spirally wound around a mandrel and with a wall thickness of about 6 mm so that the tube is rigid and maintains it's circular cross section. Because of the large diameters and lengths, transportation and storage is very expensive. In an effort to overcome these problems, it was proposed in US Patent Number 5,376,316 to have extremely thin and flexible paper walls, which would render the tube collapsible into a flat form so as to avoid the high transportation and storage expenses of the rigid cardboard tubes. While the use of the thin walls did make the tube collapsible, the following problems resulted: First, there was no means of holding the tube in position so that when filled with concrete, the column was correctly located. The patent contemplated an exterior framework so as to hold the tube correctly, but this would add considerably to the expense. Second, in order for the tube to fold flat for shipping, the paper layers would have to be very thin, and this thinness led to bulging, and possible form failure, particularly at the bottom of the column where the pressures were highest. Again, this would require reinforcement on the outside, defeating the purpose of the collapsible tube form. Third, the patent contemplates an alternative for vertically supporting the tube by cutting a series of notches in the upper end, which are folded outwardly over a circular supporting framework. Again, this would require additional bracing and labor, obviating the benefits of the collapsible form.
OBJECT AND SUMMARY OF THE INVENTION
Accordingly, it is the object of this invention to provide an improved collapsible tube form that overcomes the problems set forth above.
The above and other objects and advantages of the present invention are achieved by the discovery that such forming tubes may be fabricated from fabric with one or more longitudinal tabs running the full length of the tube. Each tab is sandwiched between two vertical support members, which are used to properly locate the tube on the job site, before filling with concrete. This invention also contemplates the use of a woven fabric of sufficient strength that bulging will not occur, while at the same time being able to fold flat. The fabric is joined into a tube by welding, sewing or zippering the edges together.
In a preferred embodiment, the fabric based forming tube is collapsed and folded into a small package to facilitate its storage and transportation. On the jobsite, the contractor cuts off the exact length of tube required for the column. The fabric tab is nailed or screwed between two vertical support members probably made from 75mm by 200 mm lumber, and the assembly is placed vertically into position and braced. Concrete is then poured into the fabric tube so that it take a cylindrical configuration across from the two vertical support members. After the concrete is hardened, the fabric tube can be left in place, or removed at the weld, zipper, or cut with a sharp knife.
BRIEF DESCRIPTION OF THE DRAWINGS
While some of the advantages of the present invention have been set forth above, other advantages will become apparent from the description of the preferred embodiment of this invention when taken in conjunction with the accompanying drawings, in which:
FIGURE 1 is a perspective view of the concrete forming tube used to form a column with a single longitudinal tab;
FIGURE 2 is a perspective view of the concrete forming tube used to form a pad with multiple longitudinal tabs;
FIGURE 3 is a vertical cross section of the tube when expanded with concrete showing two longitudinal tabs, one zipper to enable the form to be reused, and three flexible sheet form elements welded or sewn together;
FIGURE 4 is a perspective view showing the length of tube being cut from a larger package, and the longitudinal tab being stapled to the first vertical support member;
FIGURE 5 is a perspective view showing the second vertical support member being nailed or screwed to the first vertical support member, thereby sandwiching the vertical support tab;
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT
FIGURE 1 is a perspective view of a preferred embodiment of a concrete forming tube used in accordance with the present invention as a concrete column and which is indicated generally at 10. The flexible sheet form element, or fabric 14 is joined to form a tube with the outside longitudinal edge forming a longitudinal tab 16. The longitudinal tab 16 can be seen at the top, sandwiched between the two vertical support members 18, 20. The vertical support members are braced with suitable lumber 22, and stakes 30 are used to support the lower end of each brace 22.
In this embodiment, there is only one longitudinal tab 16 on the fabric tube 12, with the vertical support members and bracing occurring on one side of the tube only. The tube, when filled with concrete 26 will form a cylinder, and center itself directly across from the two vertical support members. Steel reinforcing 24 can be installed in the fabric tube after the form assembly 10 has been set up; or the reinforcing 24 installed first, and the fabric tube 12 slid over the steel. FIGURE 2 is a perspective view of a preferred embodiment of a concrete forming tube 12 used in accordance with the present invention as a concrete footing pad and which is indicated generally at 28. Stakes 30 are driven into the ground just outside the circumference of the proposed circular pad 28. The desired length of fabric tube 42 is cut with a utility knife 52 from the longer length 40, and the longitudinal tabs 16 are stapled 34 to each stake 30 to support the tube in the correct position. Larger diameter pads could have a multiplicity of longitudinal tabs and supporting stakes. Pads could range in diameter from 450 mm up to 3000 mm, with the fabric tube welded or sewn together to achieve these diameters. Concrete 26 is placed inside the tube, and trowelled fiat to the top of the fabric tube 12.
FIGURE 3 is a cross section of the fabric tube 12 expanded as if by the concrete to show manufacturing details. Three flexible sheet form elements 14 of indefinite length and a specific width are welded or sewn together at points 36 to form the correct diameter for the column or pad. Welding is the preferable method of joining as sewing can weaken the joint and create small holes for the concrete to leak out. The longitudinal tabs run the full length of the tube, with a width 38 running past the joining width 36. This longitudinal tab is sandwiched between the two vertical support members 18, 20 to support the tube in the vertical position for proper location during the concrete pour. The width of the longitudinal tab 38 is usually the same as the width of the vertical support members 18, 20 to ensure proper positioning of the tab.
The manufacturing process must accurately align and weld the fabric so that the correct diameter of the inflated tube is achieved. As the diameter of the tube increases, the hoop tension of the fabric will increase because of the increased concrete pressure. Therefore the thickness of the fabric and the width of the welded or sewn joint must be correspondingly increased.
A zipper 44 is shown in FIGURE 3. The zipper would be used where it is desirable to recycle the tube form to lower forming costs. The zipper would also have applications where it is needed to place a concrete column around an existing steel column, for example to protect a steel column in a warehouse from damage. The fabric overlap 46 protects the zipper from concrete damage when filling with concrete. The zipper would be either welded or sewn to the fabric. Velcro or sticky tape 48 may be required to ensure the overlap stays flat when filling to protect the zipper from concrete damage.
The flexible sheet form element 14 is typically made from a woven polyethylene or polypropylene material, with about 12 tapes per inch in the warp and weft direction. The tapes are high density to achieve strength, and a low-density coating on either or both sides of the scrim could be added to ensure the concrete does not leak through the fabric. It would also be possible to increase the fabric strength by adding warp and weft elements made of carbon fiber, for example, which, when left in place would provide external reinforcing to the concrete. FIGURE 4 is an isometric view showing the fabric tube 12 being cut to the length 42 of a desired column 10, and the longitudinal tab 16 being positioned and stapled 34 to the first vertical support member 18. The tube shape and fabric thickness would only allow the tube to be wound on very large diameter rolls as otherwise the fabric will wrinkle excessively. Therefore packaging of the tube would be on very large rolls and folded, or festooned 40. FIGURE 5 is an isometric view showing the second vertical support member 20 being attached to the first member 18 using nails or screws 50. The two vertical support members provide support to the longitudinal tab and therefore to the fabric tube during the pouring of concrete.
In the drawings and specification, there has been set forth a preferred embodiment of the invention, and although specific terms are employed, they are used in a generic and descriptive sense only and not purposes of limitation.

Claims

What is claimed is:
1. A prefabricated column or pad tube form comprising: a. At least one flexible sheet form element of indefinite length and specified width such that one longitudinal edge is joined to either: i. The opposing longitudinal edge, at a specific distance from the edge to create a flexible tube form element of indefinite length, specific diameter, and a longitudinal tab adjacent to the joining width; ii. The adjacent longitudinal edge of a separate flexible sheet form element, at a specific distance from its edge to create at least a portion of a flexible tube form element of indefinite length, and longitudinal tab adjacent to the joining width of indefinite length, so that the multiplicity of joined flexible sheet form elements forms a specific diameter tube with a multiplicity of longitudinal tabs adjacent to each joining width.
2. The prefabricated column or pad tube form as claimed in claim 1, in which the flexible sheet form element is made of a woven fabric.
3. The prefabricated column or pad tube form as claimed in claim 2, in which the woven fabric is of such a nature that it adheres to the hardened concrete, and cannot be stripped.
4. The prefabricated column or pad tube form as claimed in claim 3, in which the woven fabric contains certain high strength warp and or weft elements to add structural strength to the concrete column or pad.
5. The prefabricated column or pad tube form as claimed in claim 1, in which the longitudinal edges of at least two adjacent flexible sheet form elements are longitudinally joined temporarily by a zipper or other temporary forming method.
6. A method of constructing a concrete column comprising the steps of: a. Cutting off a specified length of at least one flexible sheet form element and at least one longitudinal tab joined into a tube form element of specified diameter, with the specified length equal to the height of the desired concrete column; b. Sandwiching the longitudinal tabs between pairs of vertical support members; c. Positioning and bracing the vertical support members around the circumference of the proposed column; d. Supplying a flowable and settable foundation material to substantially fill the space within the flexible tube element.
7. A method of constructing a concrete column as claimed in claim 6 in which the flexible tube form element is left in place on the concrete surface.
8. A method of constructing a concrete pad comprising the steps of: a. Cutting off a specified length of at least one flexible sheet form element and at least one longitudinal tab joined into a tube form element, of specified diameter and specified length equal to the height of the desired concrete pad; b. Driving stakes around the perimeter at the location of the desired pad, the spacing of the stakes equal to the spacing of the longitudinal tabs around the perimeter of the tube form element; c. Attaching the longitudinal tabs to the stakes; Supplying a flowable and settable foundation material to substantially fill the space within the flexible tube form element.
EP03758384A 2002-10-22 2003-10-22 Fabric column and pad concrete form Expired - Lifetime EP1567735B1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
US42002902P 2002-10-22 2002-10-22
US420029P 2002-10-22
PCT/IB2003/004633 WO2004038127A1 (en) 2002-10-22 2003-10-22 Fabric column and pad concrete form

Publications (2)

Publication Number Publication Date
EP1567735A1 true EP1567735A1 (en) 2005-08-31
EP1567735B1 EP1567735B1 (en) 2012-06-06

Family

ID=32176503

Family Applications (1)

Application Number Title Priority Date Filing Date
EP03758384A Expired - Lifetime EP1567735B1 (en) 2002-10-22 2003-10-22 Fabric column and pad concrete form

Country Status (7)

Country Link
US (2) US20040128922A1 (en)
EP (1) EP1567735B1 (en)
JP (1) JP2006504009A (en)
AU (1) AU2003274402A1 (en)
BR (1) BR0315526A (en)
MX (1) MXPA05004260A (en)
WO (1) WO2004038127A1 (en)

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US8286398B2 (en) * 2008-07-15 2012-10-16 Richard Fearn Monopour form
NO336311B1 (en) * 2010-03-12 2015-07-27 Mindor As Column formwork.
US9097017B1 (en) * 2012-11-04 2015-08-04 Hector Vanlennep Easy fit concealed post anchor system
US10344443B2 (en) * 2016-05-09 2019-07-09 Gaétan GENEST Foundation for the support of a structure and method of installation
CN109923264B (en) * 2016-09-14 2023-01-06 爱马特伦系统有限责任公司 Method for reinforcing cement buildings by high-speed extrusion printing and apparatus for using the method
US9915064B1 (en) * 2016-11-11 2018-03-13 Mark E. Sanders Method and apparatus for reducing propagation of cracks in concrete
CN110306727B (en) * 2019-06-10 2021-07-02 山东科技大学 Prefabricated prestressed steel pipe concrete column and construction method
JP7224258B2 (en) * 2019-08-19 2023-02-17 鹿島建設株式会社 prefabricated parts

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Also Published As

Publication number Publication date
WO2004038127A1 (en) 2004-05-06
US20080083190A1 (en) 2008-04-10
MXPA05004260A (en) 2005-07-05
JP2006504009A (en) 2006-02-02
AU2003274402A1 (en) 2004-05-13
EP1567735B1 (en) 2012-06-06
US20040128922A1 (en) 2004-07-08
BR0315526A (en) 2005-08-23

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