Abstract: A formwork system is provided for constructing a structural concrete floor, said formwork systems constitutes a main frame (100) forming a concrete slab structure, a plurality of side frames (110) each movably mounted at the edge of the main frame (100) for forming a concrete beam formwork structure, and a plurality of retainers mounted at the edge of the main frame (100) for supporting below the side frames (110) and jacking means for raising and lowering the formwork system. The side frame (110) being movable enables the formwork system to be effectively detached from a casted structural floor having concrete beams extended therefrom. The formwork system is also extricable on site after fabrication of the concrete ceiling slab floor and concrete beam.

Abstract: A system of interconnecting structural components for supporting and forming suspended concrete slabs that allow removal of form panels without disturbing the slab support posts (shores). Additional features of the system accommodate changes in suspended slab thickness, horizontal slab dimensions that are not multiples of the basic component dimensions, slab edge cantilevered form panels, attachment to walls and remote manipulation of form panels from the floor below using an erection staff. The primary system components are panels, support posts, telescopic beams, adjustable hanger connections, wall hangers, wall beams, raking shore assemblies and erection/stripping staffs. Form panels are directly supported by the shores without the use of an intermediate member (usually a beam) that is common practice in the concrete forming industry. The system reduces the number of required components that in turn reduces the capital cost to the user and improves his labor efficiency and quality of the concrete surface.

Abstract: A casting tool for forming precast concrete wall sections. A base is disposed generally in a horizontal plane and has an upper surface. A pair of opposing sidewalls are disposed proximate the upper surface. Each of the sidewalls has a first position in which the sidewall is located substantially in a vertical plane. First and second opposing bulkheads are disposed proximate the upper surface, each having a respective first position in which the bulkhead is located substantially in a vertical plane. The bulkheads are arranged to abut the pair of opposing sidewalls so that the inner surfaces of the sidewalls, the bulkheads, and the upper surface of the base define a form for receiving concrete to make the precast concrete wall section. The first bulkhead is configured for movement so as to vary a first dimension of the form, and thus the dimension of the concrete wall section.

Abstract: A concrete form panel system includes a basic form panel of expanded polystyrene material having at least one slot formed in the top surface along its length, to divide the panel top surface into piers. A series of top hats are provided for selective attachment to the piers to increase the depth of the slots between piers, and thereby increase the depth of a joist formed by hardened concrete poured into the slot. Transverse slots may also be formed by separating top hats along their lengths. The transverse slots create transverse bracing between T-joists in a concrete deck. The form panels and top hats may also be used to create separate structural joists with attachment lifts, to permit connection of the joists to a subsequently constructed floor or deck system.

Abstract: The present invention comprises an apparatus for supporting a frame from a utility container. The apparatus comprises a plurality of support members being configured to form a box. The support members are slidably attached to each other. The apparatus further comprises at least one actuator being positioned between and attached to the support members. When the actuator is caused to lengthen, the support members slide away from each other until the box maintains position in the utility container thereby providing support to the frame.

Abstract: A casting tool for forming precast concrete wall sections. A base is disposed generally in a horizontal plane and has an upper surface. A pair of opposing sidewalls are disposed proximate the upper surface. Each of the sidewalls has a first position in which the sidewall is located substantially in a vertical plane. First and second opposing bulkheads are disposed proximate the upper surface, each having a respective first position in which the bulkhead is located substantially in a vertical plane. The bulkheads are arranged to abut the pair of opposing sidewalls so that the inner surfaces of the sidewalls, the bulkheads, and the upper surface of the base define a form for receiving concrete to make the precast concrete wall section. The first bulkhead is configured for movement so as to vary a first dimension of the form, and thus the dimension of the concrete wall section.

Abstract: Disclosed are a height-adjustable concrete mold supporting system and a method for constructing concrete floors and concrete walls, by which a concrete building can be easily and precisely constructed with enhanced cost-effectiveness. The system has a bottom bracket detachably disposed on a base member. First and second screw shafts are vertically assembled with the bracket. The first and the second screw shafts are movably inserted into first and second height adjusting tubes. A top mounting board is supported by the first and the second height adjusting tubes. The first and the second height adjusting tubes are fixed to the first and the second screw shafts so as to determine an adjusted space between the bracket and the mounting board.

Abstract: In order to more efficiently form a pilaster, a pilaster form is disclosed which includes a first side unit and a second side unit together with a filler which is adapted to be interconnected with the first and second side units. The first side unit is adapted for interconnection with a first section of a wall form in order to form a first side of a pilaster. The filler is adapted for interconnection with the first and second side units of the pilaster form to form an outwardly facing surface of the pilaster. The second side unit is adapted for interconnection with a second section of the wall form in order to form a second side of the pilaster. With this arrangement, the filler is releasably secured to the first and second side units at any one of a plurality of positions in relation to the wall form to permit the forming of the pilaster in a plurality of depths relative to the concrete wall.

Abstract: Apparatus is provided for arch centering for slabs formed on prefabricated beams of reinforced or prestretched concrete, steel, wood, or the like, which includes elements of steel plate or another material having similar properties, constructed in a flat or arched form and with the dimensions that are required, which has four or more steel staples for its temporary support during its use, and two devices, one of which allows the staples to be slightly deformed in an elastic manner for their extraction and another for their leveling and coupling among themselves.

Abstract: A structural member for use in concrete forming structures and the like is disclosed. The member comprises a pair of spaced parallel tubular members interconnected by means of opposed webs. The combination defines an enclosure extending the length of the tubular members. Each of the webs attaches to a side of the tubular member opposite the enclosure. The outer surface of each web includes opposed flanges, which in combination with the web, define an open bolt slot that extends the length of the structural member. This structural member is particularly useful as an upright in concrete shoring.

Abstract: A concrete slab and beam forming system including first and second shoring towers that are adjustable in height and which can be adjusted to provide for concrete beams of different depths. The forming system also includes a first plank with an integral facing, and second and third planks having integral facings which are pivotally attached at opposite ends of the first plank and which rest upon adjacent shoring towers in a first position in which the facings of all the planks are substantially coplanar. The planks are provided with bolts for releasably securing the second and third planks in that first position and operable to allow the second and third planks to be pivoted to a second position in which the facings of the second and third planks are substantially perpendicular to the facing of the first plank.

Abstract: A hanger and bracket attached to the hanger for supporting formwork for steel and concrete during the curing stage of a bridge deck overhang is described. A hanger attached to the beam of the bridge supports a connector carrying the bracket. The connector is maintained in a substantially vertical position. The bracket is adjustable in both horizontal angle and in grade because of pivotally attached horizontal members, an adjustable compression leg, and connector means. Once the cement is set the bracket may be recovered for reuse.

Abstract: An apparatus for forming concrete structures which is comprised of size variable form units that can be erected in various forms by incorporating telescopic struts, telescopic batters with fastening means including spring catch members and spring latch members that can be interengaged and disengaged easily. Two members one of which is inclined relative to the other can be connected with a connecting means including a toothed member and a spring engaging member having a toothed face. Tiles can be adhered to the molded concrete structure simultaneously with the molding.

Abstract: A reusable panel system for making concrete form structures, especially, after concrete is hardened, forms are dismantled and construction is finished, various patterns or designs will be left on the ceiling and beam, and these patterns or designs are uniform, smooth and delicate, therefore, they could save labor and material and make building have a nice appearance.

Abstract: A support structure formed in one or more sections, the support structure having vertical legs which are extensible at upper and lower ends thereof and being able to support concrete building forms at two different levels utilizing horizontal saddle beams near the top thereof to support a building form at one level with the extensible upper legs supporting a second building form at a second level. The saddle beams each include a pair of vertically spaced support surfaces preferably in the form of a pair of outwardly extending flanges proximate the top and bottom of a central web extending outwardly from the beam to form opposed surfaces, flanges or ledges and a connector at either end of the saddle beams, for securing the saddle beams to the legs, each connector preferably connected to the saddle beam by a bracket supported by the spaced support surfaces and secured to the web of the saddle beam to abut the opposed flanges.

Abstract: A form pan section comprising a top wall and opposed side walls depending from a respective opposed side of the top wall. A support flange is provided along a free edge of each of the side walls. The support flange has a load supporting bearing section. Means is provided in each of the support flanges to secure the flange to supporting framework. Connection means is provided inwardly of the top wall and side walls to interconnect the pan section to another pan section. A form pan is constructed of at least two end pan sections having the above-described characteristics.

Abstract: An arrangement for encasing ceilings with trusses in which a framework of four telescopic supports and strengthened by struts, holds casing beams having two sides on which telescopic ceiling casing carriers are located. The framework provides for supporting the casing for the trusses, and at least two trusses are placed a distance apart and adjacent from each other. Between the casing beams and the supports, beam support carriers are telescoped on both ends and combined into a fixed-angle frame detachably and tension-proof connected to the supports. The support carriers, furthermore, support abutments bridging a space between the casing tables for the truss casing carriers. Four intermediate supports are detachably fastened to the beam support carriers, and the casing beams which support the ceiling casing carriers and which are combined with the ceiling casing carriers into a rigid-angle frame, are fastened to the four intermediate supports.

Abstract: A concrete forming system includes a plurality of forms each comprising a planar upper wall having curved shoulders extending along each edge thereof and side walls comprising upper outwardly tapered portions which facilitate withdrawal of the forms following a concrete forming operation and lower portions extending perpendicularly to the upper wall. The lower portion of each side wall has longitudinally spaced sets of holes formed therethrough with each set comprising a plurality of vertically spaced holes. The forms have open ends, with one end of the form having an outwardly extending lip for receiving the opposite end of an adjacent form to position the exterior surfaces of the form in alignment across the joint therebetween. End caps are provided for receiving the upper walls and the side walls of the forms to close the otherwise open end.