Abstract: A configurable steel form system for creating precast concrete panels is disclosed. The configurable steel form system can be used to create precast panels for both commercial tilt panels and highway noise barrier walls, among other applications. A plurality of steel form system sections are preferably fabricated from steel plate bent into a J-channel member. The configurable steel form system can be designed in sections that are quickly assembled. To suit a particular application, a section can be extended by sequentially attaching extension members to a primary member. A quick-release mechanism can be implemented for ease and speed of connection. Each section can have the panel depth and contour fabricated into the steel form profile. Anchoring holes and corner miters can also be cut into the form's framework.

Abstract: A slipform paving machine includes an offset mold, including a mold frame, a form insert, a form insert actuator and a form insert sensor. A controller receives a signal from an external reference sensor and controls a position of the form insert actuator to control the height of the form insert relative to the mold frame and thereby control a height of at least a portion of a molded structure relative to a ground surface at least in part in response to the signal from the external reference sensor.

Abstract: A masonry form system including a plurality of masonry form members, wherein the plurality of masonry form members may include opposing vertical side walls; and a connector mechanism on at least one end of each of the plurality of masonry form members; and wherein, the plurality of masonry form members may be configured to be connected together via the connector mechanisms. A method of using a masonry form system including providing a masonry form system, selecting and positioning the selected plurality of masonry form members based on a pre-determined plan to form a desired masonry form; and connecting the selected and positioned plurality of masonry form members together.

Abstract: A configurable steel form system for creating precast concrete panels is disclosed. The configurable steel form system can be used to create precast panels for both commercial tilt panels and highway noise barrier walls, among other applications. A plurality of steel form system sections are preferably fabricated from steel plate bent into a J-channel member. The configurable steel form system can be designed in sections that are quickly assembled. To suit a particular application, a section can be extended by sequentially attaching extension members to a primary member. A quick-release mechanism can be implemented for ease and speed of connection. Each section can have the panel depth and contour fabricated into the steel form profile. Anchoring holes and corner miters can also be cut into the form's framework.

Abstract: A composite bridge deck including U shaped reinforced concrete and steel girders, and construction methods thereof. The bridge deck consists of a plurality of steel main girders with unsymmetrical top flange, the plurality of cross girders being connected above bottom flange of main girders and U shaped RCC girder comprising of concrete flange above main girder, web and deck slab above cross girder. Inspection path/crash barrier provided for Rail/Road. This bridge deck is adoptable up to 3 Tracks/four lane Roads. In Cast in situ construction, main girders are placed over supports. Cross girders are connected and concreted. In precast construction, main girder with top slab is precast and placed over supports. Two or more cross girders with precast slab are connected to web of main girder. Concrete web portion is cast in situ.

Abstract: A prefabricated mold for construction of a concrete pavement capable of being easily assembled, installed and disassembled and being repeatedly re-used is provided. The prefabricated mold includes coupling segments taperedly installed at both upper and lower ends of the mold to be butt-coupled to each other, fixing rod insertion holes formed through an upper central region of the mold and formed through the coupling segments formed at both sides of the mold, coupling grooves installed in a plural number to protrude from an inner surface of the mold having an internal space formed therein, finishing plates having a plurality of protrusions formed therein to be inserted into the coupling grooves, fixing rod insertion holes formed at the mold having a slope segment installed at a front upper portion thereof by injection-molding the mold using a synthetic resin material, and fixing rods inserted respectively into the fixing rod insertion holes to fix the mold on the ground.

Abstract: A template for positioning a pocket former wherein the template positions the pocket former at a fixed depth with respect to the top of concrete formwork. The template comprises a support and a body. The support positions the template; the body comprises a positioner for locating a pocket former. A spacer that connects to the support according to the desired depth of the pocket former can also be included. The template thus provides a reliable and efficient way of ensuring that a pocket former is placed at the appropriate depth.

Abstract: A generally rectangular load plate for transferring loads between a first cast-in-place slab and a second cast-in-place slab separated by a joint. The load plate being adapted to transfer load between the first and second slabs directed essentially perpendicular to the intended upper surface of the first slab, and allowing relative movement between adjacent concrete slabs along the joint between the slabs with minimal joint opening between the slabs. A pocket former embedded within the first slab may also be included to position the load plate and create void space on the sides of the load plate to permit the relative movement. A compressible material along the side of the load plate may also be used to permit the relative movement. Neither the void space created by the pocket former nor the compressible material are dependent upon the existence of a significant gap in the joint between the concrete slabs.

Abstract: A disc dowel system is interposed between adjacent first and second concrete pours defining a pour joint therebetween. The disc dowel system comprises a positioner bracket, a pocket former and an orthogonally shaped dowel plate. The positioner bracket has a vertically disposed base flange and a horizontally disposed plate portion extending therefrom. The base flange is rigidly attachable to a concrete form. The pocket former has a horizontally extending interior compartment with an open, generally straight side and a compartment perimeter. The straight side is aligned with the pour joint. The pocket former is positioned within the first pour by the positioner bracket. The dowel plate has an orthogonal shape with an embedded portion and a slidable portion.

Abstract: A concrete form having a first wall defining a predetermined thickness and a peripheral edge of a concrete slab and a second wall transverse to the first wall for supporting a temporary extended border portion of the slab having a thickness less than the predetermined thickness and such that an upper surface of the slab including the temporary extended border portion is substantially flat and continuous. A process for pouring and finishing a concrete slab hawing at least one peripheral edge and a predetermined thickness includes providing one or more concrete forms in an arrangement defining a periphery of the slab. The form has a recessed top wall providing a support area for a temporary extended border portion of the slab having a thickness less than the predetermined thickness. The concrete is poured within the area defined by the form to a height determined by an upper edge of the form so that the temporary extended border portion of the slab is supported on the recessed top wall.

Abstract: A method and apparatus mounts one or more optical fibers in a channel in a track along the periphery of a pool. The method and apparatus prevent slurry from entering the channel during the construction of a coping along the pool periphery. The track is mounted in the coping.

Abstract: An expendable concrete dowel placement apparatus comprising a concrete form and a dowel holder capable of quickly positioning a dowel perpendicular to the surface of the concrete form, thereby allowing the finished concrete slab to expand and contract relative to a control joint without the dowel causing the concrete to yield. The concrete form maintains a plurality of square or rectangular apertures which receive the dowel bar holders. Each dowel bar holder maintains a plurality of retention clips and a flange located at its open proximal end which positively positions the dowel bar holder within the apertures of the concrete form in a position perpendicular to the front surface of the central vertical member of the concrete form. The concrete form is composed of a non-typical shape which allows the control joint to transfer loads to adjoining concrete slabs through the length of the control joint.

Abstract: Method and product for the forming of contraction joints in the end face of poured concrete structures that includes a blade-like insert of selective profile configuration corresponding to the profile surface of a form board to be utilized for shaping the end face when poured. The insert is attachable to the profile surface of the form board and includes a blade member extending laterally away from the profile surface to produce a contraction joint in the end face when cured.

Abstract: A stop-end pipe is used for formation of joining surfaces between adjacent wall elements made from a concrete casting, of the type consisting of a substantially trapezium-shaped profiled section divided up into at least two wings these wings are resiliently approachable to one another and also have a double internal reinforcing partition able to prevent collapsing as a result of compression. Preferably, the double partition is partially widened out so as to form a guide channel in which a guiding pawl for a working tool is able to slide.

Abstract: A modular trench drain for use in a trench drain system. The trench drain includes an open-faced channel including a narrow throat into which water can flow and a wider flow passage. The trench drain can include an integrally formed, removable cover which renders the channel close-faced. The removable cover is removed after installation of the drain. The throat can be offset to allow curbside installation of the trench drain. Protuberances are provided to secure the drain in the material in which the trench drain is embedded. Securement clips are provided for receiving support rods and reinforcing rods to ease installation and to provide structural stability to the trench drain.

Abstract: A formwork comprising a metal panel 11 having an upper portion 12, a lower portion 13 and a intermediate portion 14 displaced laterally out of the line of the panel 11, the portions 12 and 13 have spaced holes 15 through which reinforcing rods 16 project so that the ends of the reinforcing rods can be tied to similar rods in an adjacent slab to be poured in order to occupy the space at 17. A slab poured upon a timber deck 18 and the metal form provided by the panel 11 is retained in place by upright bracing rods 19 located at spaced intervals along the form 11 and passing through pairs of holes 20 and 21 in the intermediate section 14.

Abstract: The mold is comprised of a bottom (4) wherein there are provided grooves (8) extending transversely between containment sidewalls (6); said sidewalls (6) have windows (14) which are aligned with the grooves (8) which preferably are delimited by the faces (10) of fillets (12) arranged in parallel, facing each other and fixed to the bottom (4) of the mold.

Abstract: Adjustable forms for pouring precast concrete slabs and similar articles of manufacture. The forms may be used either on site to produce concrete slabs as needed, or at a central manufacturing location, for transport to the site where needed. Concrete slabs produced with the adjustable forms may be used in patios, sidewalks, storage room or pump house floors, driveways, mobile home landings, and the like. The slabs may be steel reinforced, with expandable interlocking design, of various sizes, patterns and colors. Similar construction materials or decorative articles, such as tile, wallboard, and the like may also be produced with the improved forms.

Abstract: A method and apparatus for forming a trench with grates or solid covers comprising an outer shell which is disposed between opposed frame members at a certain position, within a ditch and an inner core that is received within a channel in the shell. The core aids in providing rigidity to the shell while concrete hardens about the outer surface of the shell. After the concrete or other encasing material sets, the core can be removed from the shell which then enables the shell to be more easily displaced from the formed trench. One end of a core can project outwardly from an end of its shell so as to be received within the space formed in the rear of the channel of an abutting shell which, likewise, has its core projecting beyond its front end wall, thereby helping to align the shells within the trench.

Abstract: A method and apparatus for forming a trench with grates or solid covers, comprising an outer shell which is disposed between opposed frame members at a certain position within a ditch and an inner core that is received within a channel in the shell. The core aids in providing rigidity to the shell while concrete hardens about the outer surface of the shell. Rods are vertically driven through the core and the outer shell into the bottom of the trench to stabilize the forms while the concrete or other setting material is poured into the trench. The rods are removed before the material hardens. After the encasing material sets, the core can be removed from the shell which then enables the shell to be more easily displaced from the formed trench.

Abstract: A stop (1) for supporting a side of concrete form work (12) includes a deformable section (2) in the form of a collapsible sleeve (2) with an abutment (8). The sleeve is formed monolithically with the stop. A nail (13) with a head (13a) secures the stop (1) to a concrete structure or component (11) and when the nail (13) is driven its head (13a) runs up against the abutment (8). If energy in excess of the amount needed to drive the nail (13) in is present, the nail head (13a) striking the abutment (8) axially collapses the sleeve and damage to the stop (1) is avoided.

Abstract: This invention discloses an adjustable support securable to metal decking to support a metal keyway form. The adjustable support can be used to establish keyway in concrete poured above ground level, particularly on metal decking. This method of producing a keyway in concrete on metal decking is a vast improvement over previous art and provides a secure, easy, inexpensive method of producing the keyway.

Abstract: A collapsible forming system for hardenable material is provided which includes at least one form unit having a pair of wall panels adjustable between operative and inoperative modes. The wall panels, when in either mode, are interconnected by a grid assembly. When the wall panels are in an operative mode, they are disposed in an upright spaced relation, and when in an inoperative mode, the wall panels are disposed in a proximate face to face relation. The grid assembly includes a first section which is disposed intermediate the panels and spans the distance therebetween when the panels are in an operative mode. The grid assembly also includes a pair of second sections which are disposed adjacent exterior surfaces of said wall panels when the latter are in either mode.

Abstract: A collapsible concrete bulkhead is insertable into a framework. The bulkhead has a pivotable divider plate which is located juxtaposition to a bulkhead plate and moves laterally thereof to reside in an offset base portion of the framework. The bulkhead assembly forms separate concrete sections when concrete is poured into the framework and forms a gap when the bulkhead assembly is removed. Optionally, a liner can be inserted adjacent to the bulkhead assembly and the bulkhead assembly removed before full cure of the concrete so that the concrete fills the void left by the bulkhead with the liner separating the concrete sections.

Abstract: A system for constructing concrete barriers on a roadway with adequate spacing between sections of the barrier for proper drainage and expansion of the concrete during changing atmospheric conditions. The process utilizes a specially designed positioning tool to leave a proper space in a latice framework of steel rods. A temporary, removeable core or separating section, made of for example a styrofoam inner layer sandwiched between outer layers of "Masonite," designed for this purpose and matched with the positioning tool is inserted into the space and secured there using pins attached to the metal latice works providing an unbroken, constant surface or mold on which to pour concrete for the barrier. When the concrete has set, the core may be collapsed without damaging the concrete or metal frame and removed. When the various cores are removed, the barrier is left with properly spaced and positioned gaps for drainage and expansion of the concrete.

Abstract: A metal concrete joint form is shown supported on a plurality of interlocking metal stakes for providing a positive, vertically-adjustable, strong locking action between these members. The top end of each stake is flattened and it has a plurality of closely-spaced vertically arranged serrations or ratchet formed on one side thereof. The concrete joint form is an elongated sheet metal member having an inverted hook portion at the top edge of the form with a downturned flange that has its lower edge hemmed on the inside and then folded outwardly to create an upwardly-inclined raw edge of the hem of the flange to serve as a locking pawl for cooperating with the vertical row of serrations or ratchet.

Abstract: A system of forms for facilitating the pouring of concrete into slabs including a single "universal" screed stake with three vertically spaced pairs of fingers or ear-like members may be selectively used with screeds of four different vertical dimensions, each of the pairs of earlike members receiving the lower side of one of the screeds with the top of the stakes being received in a downwardly opening pocket formed on the topside of the screed. The horizontally extending channel in the screed is provided with a plurality of spaced slots, so that the top of the stake may be inserted through the slot instead of into the pocket on the topside of the screed when a screed of the fourth vertical dimension is used and the lower end thereof is received into one of the three pairs of ear-like members.

Abstract: Improved apparatus for forming the deck and associated coping of a pool. The pool defines and encloses a central area for receiving and retaining water and includes a substantially vertical wall; a horizontal support surface adjacent to and intersecting the pool wall to define a horizontal edge at the top of the wall; a flexible sheet of waterproof material for lining the pool, the liner having a peripheral edge; and a liner retainer secured to and extending continuously along the horizontal support surface adjacent the horizontal edge of the pool wall and having a channel extending along the length thereof contoured to receive the peripheral edge of the liner, the channel opening toward the central area of the pool. The improved apparatus includes a continuous strip of semirigid material and an elongate member for supporting the strip.

Abstract: Improved apparatus for forming the deck and associated coping of a pool. The pool defines and encloses a central area for receiving and retaining water and includes a substantially vertical wall and a generally horizontal bond surface adjacent the wall, the bond surface and pool wall intersecting at and defining a horizontal edge along the upper portion of the pool wall. The improved apparatus comprises a continuous strip of semirigid material and an elongate support member for maintaining the strip of material in position against the upper portion of the pool wall.

Abstract: A joint forming structure produced integrally as a bent metallic sheet having a continuous cross-sectional configuration. The sheet includes a central trough having a parallel side walls and a perpendicular transverse base wall. It further includes a pair of oppositely bent longitudinal flanges joined to the respective side walls at their remaining longitudinal edges. The flanges terminate in longitudinal lips bent back along their outer edges and partially overlapping the side walls. The trough is shaped to receive upright supports when inverted over the supports, or alternately, to receive a board or other decorative joint material while upright supports are received within the smaller troughs presented by the flanges and lips at each side of the center trough.

Abstract: A clip is disclosed for insertion in a hole in the side of a paving form. A paper sleeve, diamond-shaped or rectangular in cross section, covers one leg of a tie bar, and the sleeve is supported in the clip. After a slab is poured and the form is removed, the clip and hole identify the position of the tie bar, which is pulled outwardly in preparation for the next pour. The rectangular protective sleeve can be used without the clip, in that it positions the leg of the tie bar closely adjacent the paving form, without the interposition of extra concrete around the edges of the sleeve.

Abstract: A longitudinal joint is supported adjacent the paving form by a plurality of hangers, each of which includes an attaching portion for affixing to the paving form, thus obviating the need for chair supports or other known devices for supporting a longitudinal joint. Each of these hangers includes a support-holder portion extending at an acute angle with respect to the paving form, defining an angle for receiving a portion on the longitudinal joint. This both supports the joint vertically and restrains it against horizontal movement away from the paving form. In addition the longitudinal joint is modified so that the normal apertures for receiving the extension of the tie bar, instead of being formed in a flat surface of the joint, are provided in a plane substantially perpendicular to the length or axis of the joint.

Abstract: A divider strip with an upstanding screed for use with a pouring of a pair of adjoining concrete slabs, such strip being designed to be supported by a horizontal series of laterally spaced stakes which are set below a predetermined grade level, and being adapted when in its operative position to have wet concrete poured on opposite sides thereof in order to form a pair of adjoining slabs with a key joint therebetween. A dual reentrant bend at the upper marginal portion of the strip establishes a downwardly facing locking channel for the upper ends of the stakes and also establishes an upstanding screed which extends upwardly to the grade level and is for the most part of single thickness.