Self-lifting concrete form adapted to accommodate horizontal reinforcing steel

Abstract

A forming system includes a frame and two forming walls. The two forming walls are positioned at a distance from each other to define a first vertical wall course. One forming wall is supported by the frame such that the one forming wall can be translated toward or away from the respective other forming wall. The frame can be raised to raise the two forming walls to be positioned to pour a second vertical course on top of the first vertical course. The translation of the one forming wall allows for the pouring of the first vertical course with horizontally extending rebar that extends through the one forming wall outside of the first vertical wall course, to tie in to a subsequently poured floor slab. The translation permits the vertical raising of the one forming wall, without striking the extending rebar, to pour the second vertical course on the first vertical course. A worker's platform is provided that is supported by the frame and vertically movable by raising the frame. The worker's platform is located below the one forming wall on a side of the one forming wall opposite the respective other forming wall and is retractable to also clear the extending rebar during raising of the frame.

Claims

1. A method of forming and pouring vertical wall courses that are tied into horizontal floors, comprising the steps of: arranging rebar between two forming walls that define a width and height of a vertical wall course; arranging horizontally extending rebar that extends out of one forming wall of the two forming walls; pouring concrete between the two forming walls to form the vertical wall course; after the concrete is set, retracting the one forming wall to a position that clears the horizontally extending rebar; raising the two forming walls to a position above the formed vertical wall course; pouring concrete to form a horizontal floor adjacent to the vertical wall course, the horizontal floor incorporating the horizontally extending rebar to tie the horizontal floor into the vertical wall course; advancing the one forming wall toward the respective other forming wall to define a second vertical wall course on top of the first vertical wall course.

2. The method according to claim 1, comprising the further steps of: arranging a worker's platform below the one forming wall; before raising the two forming walls, retracting the worker's platform away from the formed vertical wall course to clear the extending rebar.

3. The method according to claim 2, wherein the step of retracting is further defined in that the worker's platform is pivoted away from the formed vertical wall course.

4. The method according to claim 2, wherein the step of retracting is further defined in that the worker's platform is folded up away from the formed vertical wall course.

5. The method according to claim 1, comprising the further step of providing a removable panel in the one forming wall that has holes for receiving the horizontally extending rebar that penetrates through the one forming wall, and separating the removable panel from the one forming wall as the one forming wall is retracted after the vertical wall course has set, and stripping the removable panel from the formed vertical wall course.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) FIG. 1 is a sectional view of a self raising concrete form apparatus of the invention in a state wherein a next course is being prepared for forming;

(2) FIG. 2 is a sectional view of the self raising concrete form apparatus of FIG. 1 in a state wherein the course is formed and poured;

(3) FIG. 3 is a sectional view of the self raising concrete form apparatus of FIG. 1 in a state wherein the apparatus has been raised above the course poured in FIG. 2 to prepare for forming and pouring a course above the course poured in FIG. 2;

(4) FIG. 4 is a sectional view of an alternate self raising concrete form apparatus of the invention in a state wherein a next course is being prepared for forming;

(5) FIG. 5 is a sectional view of the self raising concrete form apparatus of FIG. 4 in a state wherein the course is formed and poured; and

(6) FIG. 6 is a sectional view of the self raising concrete form apparatus of FIG. 4 in a state wherein the apparatus has been raised above the course poured in FIG. 5 to prepare for forming and pouring a course above the course poured in FIG. 5.

DETAILED DESCRIPTION

(7) While this invention is susceptible of embodiment in many different forms, there are shown in the drawings, and will be described herein in detail, specific embodiments thereof with the understanding that the present disclosure is to be considered as an exemplification of the principles of the invention and is not intended to limit the invention to the specific embodiments illustrated.

(8) FIG. 1 illustrates a self-raising concrete form system 20 that is particularly useful in forming elevator and stair cores in high-rise buildings but can also be useful in other concrete forming operations.

(9) The system includes a frame 26 that has beams 27 supported by a plurality of hydraulic jacks 32. The platform 26 includes an upper platform deck 28 and appropriate railings 29. A cover 30 can be lifted or pivoted giving acces through the platform 28 to the work below.

(10) A first forming wall 42 is fixedly hung from the beams 27 at a connection 52. A second forming wall 48 is hung from the beams 27 using a rolling connection 56. The rolling connection includes wheels 56a that roll along a bottom flange 27a of the beam 27. The second wall 48 can be rolled toward and away from the first wall 42. A work platform or scaffold 64 is hung from the frame 26. The scaffold includes spaced apart vertical members 66, 68 that support horizontal supports 70. A platform 76 is supported on the supports 70. The platform includes a fixed section 78a connected to a first pivoting section 78b, by a hinge 78d. The first pivoting section 78b is connected to a second pivoting section 78c by a hinge 78e.

(11) The jacks 32 are supported by brackets 86 that are fastened to a previously poured course or level or vertical section 88.

(12) The state or position of the apparatus 20 in FIG. 1 is before a second course 106 is poured onto the previous course 88. Vertical and horizontal reinforcing steel or rebar (not shown) is set within a volume 106a that is to be poured with concrete to cast the course 106 (as is known). Additionally, L-shaped rebar 112 is set within the volume 106a and extend horizontally for a distance D for the purpose of tying the vertical course 106 after being poured with an adjacent to-be-poured concrete floor slab 113. The two pivoting sections 78b and 78c are pivoted down into a flat horizontal orientation to give workers a working platform to place rebar and prepare the rebar for pouring the course 106. The pivoting sections 78b and 78c are supported off of the support 70 and/or on the protruding rebar 112.

(13) FIG. 2 illustrates the second pivoting section 78c has been folded back about the hinge 78e. The second wall 48 has been rolled via the connection 56 toward the first wall 42 until the distance between the walls 42, 48 corresponds to the desired thickness of the course 106. The course 106 has been poured with a top keyway 106b formed by an elongated form block. Typically, rebar (not shown) would extend up through the top of the course 106 to tie the course 106 with the next course to be poured on top of the course 106.

(14) In order to accommodate the rebar 112 extending out of the side of the volume 106a between the walls 42, 48, a forming strip 114 is fit into the wall 48. The forming strip 114 can be plywood, a wood plank, expanded metal or some other material. The forming strip 114 is provided with holes for passing the horizontal legs of the rebar 112 therethrough.

(15) FIG. 3 illustrates that the course 106 has been completed and the apparatus 20 has been raised to pour a next course on top of the course 106. In order to raise the apparatus, non-interference with the horizontal legs of the rebar 112 must be accomplished. To this end, the first and second sections 78b, 78c of the platform have been pivoted back about the hinge 78d. Workers can stand on the fixed section 78a to accomplish this task. The second wall 48 has been rolled back away from the course 106 by a distance greater than D. The frame 26 can now be lifted by the jacks 32 and the wall 48 and the scaffold 64, including the platform sections 78b, 78c will clear the rebar 112 as they vertically rise past the rebar 112.

(16) The forming strip 114 will most likely be somewhat bound to the rebar 112 and it is anticipated that a new forming strip 114a will be needed for each new course and the previous forming strip 114 will need to be stripped from the rebar 112 and the previous course before a floor slab is poured around the rebar 112.

(17) Although FIGS. 1-3 illustrates an end view of the apparatus in only the two dimensional plane of the page, it is to be understood that some elongated member extend into the page, such as the walls 42, 48, the strip 114, the sections 88, 106, the platform sections 78a, 78b, 78c and hinges 78d, 78e and that other elongated members represents not only one member in the plane of the page but a row of like members spaced-apart, in appropriate spacing into the page, such as the beams 27, the corresponding connections 52, 56, the rebar 112, the jacks 32, the vertical members 66, 68, and the supports 70.

(18) A typical construction sequence can be: Self-lifting concrete form is erected; A replaceable forming strip 114 is installed in the moving forming wall 48; Protruding reinforcing steel 112 is installed through the replaceable strip 114; The moving wall 48 is moved toward the wall 42; Concrete is poured; After concrete is sufficiently set the forms are moved, stripped or retracted; The moving wall 48 is moved back leaving the protruding reinforcing steel 112 and the replaceable forming strip 114 in place; Primary scaffolding section 78b, 78c are retracted or hinged back in order to clear the protruding reinforcing steel 112; Operating personal stand on the fixed section 78a while this step is performed; Once the protruding reinforcing steel 112 is clear of the moving forming wall 48 and all scaffolding, the self-lifting form is operated and lifted to the next pour level; Once on the next pour level the self-lifting concrete form is anchored and aligned for the next pour; Another replaceable strip 114a is put in place in the moving forming wall 48 and the sequence is repeated; and Prior to pouring the concrete floor slab 113, the replaceable strip 114 that was previously poured against is removed from the protruding reinforcing steel 112.

(19) FIG. 4 illustrates an alternate self-raising concrete form system 120. Many of the components hare identical to those incorporated into the system 20 of FIGS. 1-3 and like component are indicated by the same reference number.

(20) The system includes a frame 126 that has beams 127 supported by a plurality of hydraulic jacks 32. The first forming wall 42 is fixedly hung from the beams 127 at the connection 52. The second forming wall 48 is hung from the beams 127 using the rolling connection 56 which rolls on the lower flange 127a of the beams 127. The second wall 48 can be rolled toward and away from the first wall 42.

(21) A work platform or scaffold 164 is hung from the frame 126. Particularly, the a hinged extension 127b is hinged to the beams 127 at a hinge 128. A fastener 128a below the hinge, with the hinge secures the beams 127, 127b together for non rotation about the hinge. A post 130 is fixed to a top side of the extension 127b, and a knee brace 132 connects the post to the extension 127b. A jack, such as a ratchet jack 140, is fixed at opposite ends to the post and the beam 127, such that by shortening the length of the ratchet jack by operation of the jack handle 142, the post 130 and the extension 127b can pivot about the hinge 128 (as shown in FIG. 6). The scaffold includes vertical members 166 fixed to the extension 127b that support horizontal supports 170. A platform 176 is supported on the supports 170.

(22) The jacks 32 are supported by brackets 86 that are fastened to a previously poured course or level or vertical section 88.

(23) The state or position of the apparatus 120 in FIG. 4 is before a second course 106 is poured onto the previous course 88. Vertical and horizontal reinforcing steel or rebar (not shown) is set within a volume 106a that is to be poured with concrete to cast the course 106 (as is known). Additionally, L-shaped rebar 112 is set within the volume 106a and extend horizontally for a distance D for the purpose of tying the vertical course 106 after being poured, with an adjacent to-be-poured concrete floor slab 113.

(24) FIG. 5 illustrates the second wall 48 has been rolled via the connection 56 toward the first wall 42 until the distance between the walls 42, 48 corresponds to the desired thickness of the course 106. The course 106 has been poured with a top keyway 106b formed by an elongated form block. Typically, rebar (not shown) would extend up through the top of the course 106 to tie the course 106 with the next course to be poured on top of the course 106.

(25) In order to accommodate the rebar 112 extending out of the side of the volume 106a between the walls 42, 48, the forming strip 114 is fit into the wall 48.

(26) FIG. 6 illustrates that the course 106 has been completed and the apparatus 20 has been raised to pour a next course on top of the course 106. In order to raise the apparatus, non-interference with the extending horizontal legs of the rebar 112 must be accomplished. The fastener 128a has been removed. The ratchet jack 140 has been actuated to shorten the effective length of the ratchet jack 140 to pivot the post 130, the extension 127b and the vertical members 166 counterclockwise in FIG. 6. The platform 176 swings to the right to a position of vertical non-interference with the rebar 112. A debris catch or lip 176a is provided on the platform to prevent debris on the platform from falling down off the platform once the platform is tilted. The second wall 48 has been rolled back away from the course 106 by a distance greater than D. The frame 26 can now be lifted by the jacks 32 and the wall 48 and the scaffold 164, including the platform 176 will clear the rebar 112 as they vertically rise past the rebar 112.

(27) Although FIGS. 4-6 illustrates an end view of the apparatus in only the two dimensional plane of the page, it is to be understood that some elongated members extend into the page, such as the walls 42, 48, the strip 114, the poured concrete sections 88, 106, and the platform 176 and that other members represents not only one member in the plane of the page but a row of like members spaced-apart, in appropriate spacing into the page, such as the beams 127, the corresponding connections 52, 56, the rebar 112, the jacks 32, the vertical members 166, the supports 170, the extensions 127b, the hinges 128 and fasteners 128a, the posts 130, the knee braces 132 and the jacks 140.

(28) A typical construction sequence can be: Self-lifting concrete form system 120 is erected; A replaceable forming strip 114 is installed in the moving forming wall 48; Protruding reinforcing steel 112 is installed through the replaceable strip 114; The moving forming wall 48 is moved toward the wall 42; Concrete is poured; After concrete is sufficiently set the forms are moved, stripped or retracted; The moving wall 48 is moved back leaving the protruding reinforcing steel 112 and the replaceable forming strip 114 in place; Platform 176 is rotated away from the poured wall using the jacks 140 in order to clear the protruding reinforcing steel 112; Once the protruding reinforcing steel 112 is clear of the moving forming wall 48 and all the platform 176, the self-lifting form is operated and lifted to the next pour level; Once on the next pour level the self-lifting concrete form is anchored and aligned for the next pour; Another replaceable strip 114a is put in place in the moving forming wall 48 and the sequence is repeated; and Prior to pouring the concrete floor slab 113, the replaceable strip 114 that was previously poured against is removed from the protruding reinforcing steel 112.

(29) From the foregoing, it will be observed that numerous variations and modifications may be effected without departing from the spirit and scope of the invention. It is to be understood that no limitation with respect to the specific apparatus illustrated herein is intended or should be inferred.