IP Library › Granted Patent US 10,655,346
Granted Patent B2
US 10,655,346 · App. 15/508,031 · Granted May 19, 2020

Method for erecting a shuttering framework

Inventor: Tony White (Cleethorpes, GB)
Assignee: FAST-FORM SYSTEMS LTD
E04G11/08E04G11/06E04G17/06E04G17/14E04G17/16E04G2011/067
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Quick Facts
Patent No.
US 10,655,346
App. No.
15/508,031
Granted
May 19, 2020
Kind
B2
Abstract

Disclosed herein is a method for erecting a shuttering framework. The method comprises the steps of a) mounting one end of a first support to the ground or other stationary object and mounting one end of a first brace to the ground or other stationary object, b) attaching the opposite end of the first brace to the opposite end of the first support or to a position between the two ends of the first support, c) repeating a) and b) for a second support and a second brace, and d) mounting a plurality of ties between the first and second supports. Also disclosed herein is a method of casting concrete.

Claims (40)

1. A method for erecting a shuttering framework, comprising:

mounting one end of a first support to the ground or other stationary object and mounting one end of a first brace to the ground or other stationary object;

attaching the opposite end of the first brace to the opposite end of the first support or to a position between the two ends of the first support after the mounting of the one end of the first support and the one end of the first brace to the ground or other stationary object;

repeating the mounting and the attaching steps for a second support and a second brace;

mounting a plurality of ties between the first and second support, wherein the ends of the plurality of ties are joined to the first support and the second support via brackets or end plates at each end of each of the plurality of ties;

mounting one end of a first extension support to the opposite end of the first support, wherein the one end of the first extension support abuts the opposite end of the first support and the first extension support extends lengthwise from the first support when mounted;

mounting one end of a second extension support to the opposite end of the second support, wherein the one end of the second extension support abuts the opposite end of the second support and the second extension support extends lengthwise from the second support when mounted; and

mounting another plurality of ties between the first and second extension supports.

2. The method according to claim 1 further comprising:

mounting one end of an extension support to the ground or other stationary object and mounting one end of an extension brace to the ground or other stationary object;

attaching the opposite end of the extension brace to the opposite end of the extension support or to a position between the two ends of the extension support; and

mounting another plurality of ties between the extension support and either the first or second support.

3. The method according to claim 1 , wherein the first support and the second support are fixed to the ground or other stationary object by anchoring brackets attached to the ends of the first support and the second support.

4. The method according to claim 3 , wherein the respective supports are pivotally mounted to the respective anchoring brackets.

5. The method according to claim 1 , wherein the one end of each of the first brace and the second brace is pivotally mounted to the ground and the opposite end is pivotally mounted to the respective support.

6. The method according to claim 1 , wherein the first brace and the second brace are adjustable in length.

7. The method according to claim 1 , wherein the first brace and the second brace are slidingly engaged with the support.

8. The method according to claim 1 , wherein the first extension support and the second extension support are joined to the first support and the second support, respectively, using a joining member.

9. The method according to claim 8 , wherein the joining member is channel form, box, or angle in cross section.

10. The method according to claim 1 , wherein the plurality of ties are mounted perpendicular to the first support and the second support in use.

11. The method according to claim 1 , wherein the first support and the second support are channel form, box, or angle in cross section.

12. The method according to claim 1 , wherein the plurality ties are channel form, box, or angle in cross section.

13. The method according to claim 1 , further comprising fitting a platform to one or more of the first support and the second support.

14. The method according to claim 1 , further comprising attaching shuttering board against the side of the shuttering framework opposite the first brace and the second brace.

15. A method of casting concrete comprising:

erecting the shuttering framework according to the method as claimed in claim 14 ; and

pouring concrete against the shuttering board.

16. The method according to claim 15 , further comprising:

erecting a further shuttering framework according to the method as claimed in claim 14 to oppose the shuttering framework, the shuttering framework and the further shuttering framework being separated from each other by a gap, wherein the further shuttering framework is supported by tie rods mounted between the shuttering framework and the further shuttering framework.

17. A method for erecting a shuttering framework, the method comprising:

mounting one end of a first support to the ground or other stationary object and mounting one end of a first brace to the ground or other stationary object;

attaching the opposite end of the first brace to the opposite end of the first support or to a position between the two ends of the first support;

repeating the mounting and the attaching for a second support and a second brace to form the shuttering framework, wherein the first support and the second support are erected between 50 mm and 500 mm of each other and are angularly offset from one another;

mounting one end of a first extension support to the opposite end of the first support, wherein the one end of the first extension support abuts the opposite end of the first support and the first extension support extends lengthwise from the first support when mounted;

mounting one end of a second extension support to the opposite end of the second support, wherein the one end of the second extension support abuts the opposite end of the second support and the second extension support extends lengthwise from the second support when mounted; and

mounting another plurality of ties between the first and second extension supports.

18. A method of casting concrete comprising;

erecting the shuttering framework according to the method as claimed in claim 17 ;

attaching shuttering board against the side of the shuttering framework opposite the first brace and the second brace; and

pouring concrete against the shuttering board.

Assignments (1)
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Apr 25, 2017
From: WHITE, TONY
To: FAST-FORM SYSTEMS LTD
Reel/Frame 042133/0888 →
Priority Claims (1)
GB 1500178.7 · Jan 7, 2015 · national
Continuity (1)
Related Publication 20170292280A1 · Oct 12, 2017