WO1997013934A1 - Weld-free gratings for bridge decks - Google Patents

Weld-free gratings for bridge decks Download PDF

Info

Publication number
WO1997013934A1
WO1997013934A1 PCT/US1996/013702 US9613702W WO9713934A1 WO 1997013934 A1 WO1997013934 A1 WO 1997013934A1 US 9613702 W US9613702 W US 9613702W WO 9713934 A1 WO9713934 A1 WO 9713934A1
Authority
WO
WIPO (PCT)
Prior art keywords
load bearing
bearing members
tertiary
βaid
extending
Prior art date
Application number
PCT/US1996/013702
Other languages
French (fr)
Inventor
Ronald W. Mangone
Original Assignee
Mangone Enterprises
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
Priority claimed from US08/541,732 external-priority patent/US5642549A/en
Application filed by Mangone Enterprises filed Critical Mangone Enterprises
Priority to EP96929734A priority Critical patent/EP0854958A4/en
Publication of WO1997013934A1 publication Critical patent/WO1997013934A1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/42—Gratings; Grid-like panels
    • E04C2/421—Gratings; Grid-like panels made of bar-like elements, e.g. bars discontinuous in one direction
    • E04C2/422—Gratings; Grid-like panels made of bar-like elements, e.g. bars discontinuous in one direction with continuous bars connecting at crossing points of the grid pattern
    • E04C2/423—Gratings; Grid-like panels made of bar-like elements, e.g. bars discontinuous in one direction with continuous bars connecting at crossing points of the grid pattern with notches
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/12—Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
    • E01D19/125—Grating or flooring for bridges
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/42—Gratings; Grid-like panels
    • E04C2/421—Gratings; Grid-like panels made of bar-like elements, e.g. bars discontinuous in one direction
    • E04C2/422—Gratings; Grid-like panels made of bar-like elements, e.g. bars discontinuous in one direction with continuous bars connecting at crossing points of the grid pattern
    • E04C2/425—Gratings; Grid-like panels made of bar-like elements, e.g. bars discontinuous in one direction with continuous bars connecting at crossing points of the grid pattern made of perforated bars
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/20—Concrete, stone or stone-like material
    • E01D2101/24—Concrete
    • E01D2101/26—Concrete reinforced
    • E01D2101/268—Composite concrete-metal
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/30—Metal

Definitions

  • This invention relates to grids or gratings useful for open or filled bridge decks, walkways, drain gratings and the like and more particularly, this invention relates to grids or gratings that are constructed and held together without welding.
  • U.S. Patent 3,260,023 discloses a bridge floor and surfacing component.
  • the bridge floor comprises parallel bearer bars and cross bars.
  • the cross bars are pressure welded into the tops of the bearer bars.
  • U.S. Patent 4,865,486 discloses a method of assembling a steel grid and concrete deck wherein the primary load bearing bars are formed with openings to receive slotted secondary load bearing bars that are passed through the primary load bearing bars.
  • the patent discloses that tack welds are used to temporarily hold the grating in its desired configuration.
  • a concrete component encases at least the top surface of the grating base member and secures the elements of the grating base member together.
  • U.S. Patent 2,128,753 discloses a steel floor construction having a series of parallel main bars in spaced relationship. Each of the main bars is provided with a plurality of rectangular-shaped openings. The openings are designed to permit the insertion thereon and the positioning of two cross bars. A third set of bars is placed in slots in the cross bars. After the members are assembled, the entire construction may be welded together to maintain the different parts in position.
  • U.S. Patent 2,190,214 discloses a grating wherein a desired number of parallel spaced apart main bearer bars with intermediate bearer bars of less depth are placed between the main bearer bars.
  • the main bearer bars and intermediate bearer bars are connected at their tops by cross bars secured thereto by electric pressure welding.
  • Carrier bars which pass through slots in the main bearer bars are welded to the intermediate bearer bars.
  • carrier bars are welded to the main bearer bars.
  • U.S. Patent 2,645,985 discloses an open floor grating having a plurality of longitudinal primary members, a plurality of transverse secondary members welded to and extending between the primary members. A plurality of tertiary members are welded to the secondary members. A rod is inserted through holes in the webs of the primary members and welded thereto.
  • U.S. Patent 2,834,267 discloses a grating comprised of a plurality of spaced parallel main longitudinal bars and a plurality of spaced parallel lacing bars and tertiary longitudinal bars intermediate the main bars. Bottom bars are inserted through holes in the webbing of the main bars. The intersection between the lacing bars and the tertiary bars are welded and the bottom bar is welded to the webbing of the main bar.
  • U.S. Patent 4,452,025 discloses a self- interlocking grill consisting of a plurality of metallic or plastic strips or flats or bars with certain types of notches and holes disposed along the length of the strip or flats or bars in a regular interval, which are used together with a plurality of rods in assembling a variety of interlocking grills.
  • U.S. Patent 4,780,021 discloses an exodermic deck conversion method for converting a conventional grid deck to an exodermic deck.
  • Tertiary load bearing bars are placed on top of the grating parallel to and between the primary load bearing bars.
  • a plurality of shear connectors, such as vertical studs, are welded or attached to the surface of the grating. It will be seen from the above that in gratings and bridge decks, usually some form of welding or cement is used to hold the assembly together.
  • welding gratings or deck structures have the problem that toxic fumes are released into the atmosphere causing health hazards to the welders and pollution of the environment.
  • Welding of structures such as bridge decks results in curling or deforming of the deck as the welds cool.
  • the design of the deck is complicated in that the curling or deforming must be accommodated in the design.
  • welding has the disadvantage that it is time consuming and often is the rate-determining step at which decks can be built.
  • Welding also requires that the gratings or deck assemblies be maintained in jigs prior to starting the welding process. This is an additional, undesirable step in the process of making a bridge deck.
  • welds on bridge decks have the problem of cracking either with use or as the temperature cycles between winter and summer. It is desirable to rustproof gratings by galvanizing. However, because galvanizing is destroyed by welding, the welded grating or deck is often galvanized a ⁇ a unit. However, this also results in temperature cyclization and warping of the bridge deck with the result that welds often break, detrimentally affecting the integrity of the deck. Thus, it will be seen that there is a great need for an improved bridge deck or grating which will eliminate these problems and will provide for an improved deck or grating structure.
  • the present invention provides such a structure. It is an object of the present invention to provide an improved grating.
  • an interlocking grating which may be used for open bridge decks or may be utilized with a concrete component that encases at least a top portion of the grating.
  • a grating comprising: (a) a plurality of longitudinally extending primary load-bearing members having a top portion, a bottom portion and a web located between the top portion and the bottom portion, the primary load-bearing member having a plurality of spaced-apart openings in the web, the openings in each of the primary load-bearing members being aligned with the openings in adjacent primary load-bearing members, the openings in the web having a generally cross shaped configuration having a vertical extent having a top and bottom and a horizontal extent having a first side and a second side, the distance between the top and bottom of the vertical extent being shorter than the distance between the first side and the second side of the horizontal extent, the opening having a first land and a second land substantially opposite to each other, the first land extending from the top of said vertical extent to said second side, the second land extending from said first side to said bottom, said lands providing a bearing ⁇ urface for a secondary load- bearing member
  • Figure 1 i ⁇ a perspective view of a grating in accordance with the invention showing a secondary load- bearing member locked in the web of a primary load- bearing member.
  • Figure 2 is a perspective view showing the parts of the grating of Figure 1 in unassembled relationship.
  • Figure 3 is an end view along the primary load-bearing members showing a pan mounted on upper ribs of the primary load-bearing members to contain wet concrete.
  • Figure 4 is an end view along the primary load-bearing members showing a pan mounted on lower ribs of the primary load-bearing members to contain wet concrete.
  • Figure 5 is a perspective cutaway view of a grating utilizing a deep web with concrete encasing the top portion of the grating.
  • Figure 6 is a perspective view illustrating partial locking of secondary load-bearing members into primary load-bearing members.
  • Figure 7 is a side view of the secondary load- bearing member in Figure 6.
  • Figure 8 is a side view of the primary load- bearing member with openings in the web for receiving primary load-bearing members.
  • Figure 9 is a perspective view of the pan of Figure 3.
  • Figure 10 is an end view of the pan of Figure 3.
  • Figure 11 is a perspective view of a preferred shape of an opening for interlocking two load-bearing members.
  • Figure 12 is a view illustrating two load- bearing members interlocked in accordance with the invention.
  • Figure 13 is a perspective view of a modified opening for interlocking two load-bearing members.
  • Figure 14 is a schematic showing a first load- bearing member having a preferred opening and a second load-bearing member being inserted into the opening, the second member suited for locking in the first member.
  • Figure 15 is a schematic representation showing ⁇ econd load-bearing member locking in the first load-bearing member utilizing the preferred opening and locking mechanism of the invention for ease of assembly.
  • Grating or grid 2 is comprised of a plurality of primary load bearing bars 4, a plurality of transverse secondary bars 6, a plurality of tertiary bars 8 shown running sub ⁇ tantially parallel to the primary load bearing bare 4.
  • the primary load bearing bars 4 and transverse or secondary load bearing bars 6 are shown in partial unas ⁇ embled relationship along with tertiary bars or tertiary load-bearing members 8 and rod 10. It will be seen that primary load bearing bars 4 have opening ⁇ 14 (see Fig. 8) cut out to receive secondary bar 6. Openings 14 can have different configurations, one of which is shown in Figure 8.
  • each primary load bearing bar 4 has a plurality of openings 14 to receive each secondary load bearing bar 6. Further, each secondary load bearing bar 6 has a plurality of slots 16 and 17 (see Fig. 7) that align with openings 14 in primary load bearing bar 4 when assembled. With respect to secondary load-bearing members
  • Secondary load-bearing members 6 are shown in Figure 7 in a preferred embodiment having three slots 16 and 22 on top ⁇ urface 15 and two slots 17 on bottom surface 19. Slots 16 and 17 are positioned opposite each other so as to engage web 12 of primary load-bearing member 4 when secondary load-bearing member 6 is turned to a vertical position, as explained later. Further, secondary load-bearing member 6 is provided with a slot 22 to engage tertiary load-bearing member 8 when the grating is assembled.
  • Slot ⁇ 16, 17 and 22 are formed to provide a snug fit when engaged or locked with web 12 and tertiary load-bearing member 8. Further, these slots may be tapered from edge, e.g. 15, to the bottom of the slot to provide for improved engagement and minimize play between the mating members. In certain applications, slots 22 may be eliminated provided a sufficiently deep slot is provided in the bottom side of the corresponding tertiary load-bearing member 8.
  • Primary load-bearing member 4 is generally rectangular in cross-section and may have ribs or flanges projecting from either or both sides.
  • Figure 8 ⁇ how ⁇ a side view of a primary load-bearing member 4 showing openings 14 formed in web 12. Two openings are shown for illustration purposes.
  • secondary load-bearing member 6 is inserted on its side into primary load-bearing member 4 as illu ⁇ trated in Figure 6. Thu ⁇ , extent b of opening 14 must be at lea ⁇ t slightly larger than height d of secondary load-bearing member 6. Al ⁇ o, extent c of opening 14 must be just slightly larger than the thickness of secondary load-bearing member . When opening 14 has these dimension ⁇ , then secondary load- bearing member 6 can be inserted on its side through opening 14 until alignment with slots 16 and 17 are reached, as shown in Figure 6.
  • opening 14 the extent or dimension represented by “a” is smaller than the dimension represented by "b” in order that secondary load-bearing member locks in web 12.
  • the "a" dimension is preferably slightly larger than the "d" dimension in secondary load-bearing member 6 which extends from the bottom of slot 16 to the bottom ⁇ lot 17.
  • the closer the tolerance maintained between these two dimension ⁇ the more rigidity i ⁇ maintained in the grating.
  • there i ⁇ a balance in the tolerances of all the ⁇ lot ⁇ and thickness of material inserted therein and ease of a ⁇ embly of the grating. That i ⁇ , the tighter the tolerances maintained, the more rigid the grating.
  • openings 14 are provided with a ramp or land 25 by removal of web material to permit secondary load-bearing member 6 to be turned and locked in web 12.
  • secondary load-bearing members 6 are laced through openings 14 in primary load-bearing members 4.
  • secondary load-bearing member 6 is turned on its ⁇ ide. That i ⁇ , a ⁇ ⁇ hown in Figure 6, side 7 of ⁇ econdary load-bearing member 6 is located underneath and side 9 is located on the top.
  • secondary load-bearing member 6 is inserted through openings 14 to the extent where slots 16 and 17 (Fig. 7) coincide or align with web 12, secondary load-bearing member 6 is rotated counter clockwise (Fig. 6) where sides 7 and 9 are in a sub ⁇ tantially vertical position. In this po ⁇ ition, web 12 is engaged by or in ⁇ erted into ⁇ lot 16 on top edge 15 of secondary load-bearing member 6.
  • web 12 is engaged by or in ⁇ erted into ⁇ lot 17 (Fig. 7) on bottom edge 19 of Figure 7.
  • web 12 is engaged by or locked into slot 16 on the top of edge 15 of ⁇ econdary load-bearing member 6 and al ⁇ o engaged by or locked into ⁇ lot 17 on bottom edge 19 of ⁇ econdary load-bearing member 6.
  • secondary load-bearing member 6 is maintained in an upright position a ⁇ ⁇ hown in Figures 1 or 2, then the top 20 and bottom 23 of primary load-bearing member 4 i ⁇ prevented from moving in the direction of adjacent primary load-bearing member 4.
  • ⁇ econdary load-bearing member 6 i ⁇ maintained insubstantially vertical position by use of tertiary load-bearing member 8 (Figs. 1 and 2) .
  • tertiary load-bearing member 8 Figs. 1 and 2
  • different shapes may be used for opening 14 and different methods of assembly may be used.
  • secondary load bearing bar 6 may be turned clockwise instead of counterclockwise. Further different methods of interlocking may be employed. All of these are contemplated within the purview of the invention.
  • opening 14a is shown in Figure 11. - li ⁇ lt will be seen that opening 14a has a generally cross- shaped configuration as repre ⁇ ented by the dimension or extent "a" and "b" . It ⁇ hould be noted that the dimension represented by “b” is greater than the dimen ⁇ ion represented by “a” . Opening 14a is shown with the longer dimen ⁇ ion on the horizontal and the shorter dimension in the vertical. However, these dimensions can be oriented in any direction as long as one dimension is longer than the other. Thus, the use of horizontal and vertical as used herein i ⁇ meant to include any of the ⁇ e different orientation ⁇ .
  • a ramp or land 25a is provided in preferred opening 14a (Fig. 11) .
  • ramp or land 25a is generally defined by ⁇ traight line ⁇ 70 and 72.
  • Straight line 70 extends from top 71 of vertical extent represented by “a” to ⁇ ide 73 of the extent repre ⁇ ented by "b” .
  • ramp or land 72 i ⁇ defined by a line extending from ⁇ ide 74 of horizontal extent represented by "b” to bottom 75 of vertical extent represented by "a”.
  • Land 70 and 72 are sub ⁇ tantially oppo ⁇ ite each other.
  • opening 14a as defined i ⁇ very important.
  • land 72 sloping downwardly from horizontal extent "b" and land 70 sloping upwardly from horizontal extent "b” are important in that both ramps facilitate locking of a second load-bearing member in a first or primary load- bearing member and provide for ease of assembly of the weldless grating by ramping or guiding the ⁇ econdary load-bearing member into po ⁇ ition and maintaining the secondary load-bearing member in position until the weldless grating is locked together.
  • This is illustrated in Figure 12 where secondary load-bearing member 6 is shown in the upright position. Secondary load-bearing member 6 is shown in dotted line or outline form in the horizontal position in Figure 12 and then in solid line form after being rotated to the upright position. In the upright position, secondary load-bearing member 6 extends above top 71 and below bottom 75 to lock ⁇ econdary load-bearing member 6 in web 12.
  • the grating of the subject invention does not require welds and may be assembled on site, for example, at a bridge ⁇ ite to minimize shipping costs, it is important that it be capable of a ⁇ embly without a jig a ⁇ i ⁇ normally required for welded decks or grating. Thus, it is important that the members comprising deck or grating remain in place until locking i ⁇ accomplished. Thus, for example, to facilitate assembly, it is important that secondary load-bearing member 6 remain in the upright po ⁇ ition in opening 14a until additional ⁇ econdary load-bearing members 6 are positioned in the upright position and until they are locked in position.
  • Land or ramp 72 aids in maintaining ⁇ econdary load- bearing member 6 in the upright po ⁇ ition by not permitting the bottom secondary load-bearing member 6 to slide away from the upright position. If the need arises for secondary load-bearing member 6 to be more rigidly fixed in the upright position, bottom 75 (Fig. 13) can be recessed below the line or surface 72 to permit secondary load-bearing member 6 to be anchored. Thus, wall 76 and wall 77 ensure against ⁇ econdary load-bearing member 6 moving to either ⁇ ide and thus fewer personnel are required for assembly.
  • Figure 14 shows in greater detail the fitting or assembly technique required when sliding secondary load-bearing member 6 into opening 14a in web 12 of primary load-bearing member 4.
  • secondary load-bearing member 6 is po ⁇ itioned fir ⁇ t in a horizontal plane for insertion into opening 14a. This is the preferred method.
  • opening 14a may be formed so that extent “b" is not horizontal but formed at an angle to the horizontal place.
  • Vertical extent "a” is preferred to remain in the upright position in order to obtain the highest strength level from ⁇ econdary load-bearing member 6, particularly when secondary load-bearing member 6 has a rectangular configuration.
  • secondary load-bearing member 6 is shown in the upright position locked in web 12 of primary load-bearing member 4 by slots 16 and 17.
  • slot ⁇ 16 and 17 are formed to provide a ⁇ nug fit over web 12, then primary load-bearing member 4 remains fixed in position and substantially parallel to the adjacent primary load-bearing members.
  • Tertiary load bearing bare 8 are provided with a plurality of ⁇ lots 24 for alignment with slot ⁇ 22 (Fig. 2) .
  • slots 24 line up with slots 22 so as to provide a planar ⁇ urface, if necessary.
  • slot ⁇ 24 and 22 ⁇ hould have a depth equal to half the depth of tertiary load bearing bar 8.
  • ⁇ lot 22 may be shallower. Al ⁇ o, a ⁇ explained earlier, any combination of slot depths may be used to provide either a planar surface or a ridge or rough surface for traction.
  • slots 22 may be eliminated if slots 24 are sufficiently deep in member 8.
  • slot ⁇ 24 may be eliminated, for example, when slots 22 are ⁇ ufficiently deep to accommodate tertiary load-bearing member 8.
  • primary load bearing bare 4 are fir ⁇ t placed or fixed in po ⁇ ition and then ⁇ econdary load bearing bare 6 are placed on their side and laced through openings 14 of primary load bearing bars 4.
  • secondary load-bearing member 6 is turned counter clockwise to a vertical position to ensure that slots 16 and 17 engage web 12 to lock it in position and prevent lateral movement. It should be noted that if either slot ⁇ 16 or 17 are missing, then the grating loses rigidity.
  • tertiary load bearing bars 8 are placed acro ⁇ s secondary load bearing bars 6 with slots 22 and 24 being aligned for engagement.
  • an aperture 30 is provided in primary load bearing bars 4 between secondary load bearing bars 6, the aperture being formed to have an axis substantially parallel to secondary load bearing bars 6.
  • tertiary load bearing bare 8 have apertures 32 formed ⁇ o as to be in alignment with apertures 30 of primary load bearing bars 4.
  • Rod 10 then is fitted through a first aperture 30 in a first primary load bearing bar 4, then through apertures 32 of tertiary load bearing bar 8 and finally through a second aperture 30 in second primary load bearing bar 4.
  • end 5 of rod 10 may be bent, fitted with a pin or nut to en ⁇ ure that it does not move.
  • primary load bearing bar 4 i ⁇ ⁇ hown with a lower flange 34, a web portion 12, a bulbous portion 38, and a rib 40.
  • primary load bearing bars 4 can have other cross- ⁇ ectional configurations that may be used.
  • rib 40 and flange 34 provide for special features as explained herein.
  • Secondary load bearing bars 6 can have a depth generally less than the depth of primary load bearing bars 4, and tertiary load bearing bare 8 can have a depth lese than the depth of ⁇ econdary load bearing bare 6.
  • notch or slot ⁇ 24 may be of ⁇ ufficient depth to accommodate the full depth of the ⁇ econdary load bearing bare 6 without slots 22 being provided in ⁇ econdary load bearing bare 6.
  • Rod 10 can provide ⁇ ufficient reeietance to ⁇ ideways movement of tertiary load bearing bars 8.
  • pan 50 i ⁇ preferably shaped substantially as shown in Figures 9 and 10. That is, pan 50 is provided with a rib 60 which extends the length of the pan in a direction generally parallel to primary load-bearing member 4. Further, preferably pan 50 is generally curved or shaped concave upwardly towards rib 60 as shown in Figures 9 and 10. Rib 60 provides for stiffness in the pan. In addition, from edge 62 to the top of ridge 60 should be controlled.
  • pan 50 i ⁇ po ⁇ itioned between primary load-bearing member 4 prior to ⁇ econdary load- bearing member 6 being turned to an upright position. Edge ⁇ 62 of pan 50 rest on the upper surface of rib 40, a ⁇ shown in Figure 3, for example.
  • ⁇ econdary load-bearing member 6 i ⁇ turned into locking position bottom or lower side 19 of secondary load-bearing member 6 contacts ridge 60 sufficiently to secure pan 50 in place by friction.
  • the grating can be shipped to the job ⁇ ite without pans 50 moving or dropping out of the grating. It should be noted that welding pans 50 in place is undesirable because of 97/13934
  • the assembled grating in accordance with the invention has a rigid configuration without sub ⁇ tantially any movement of the bare or member ⁇ .
  • the pans can be placed on or inserted between the primary load bearing bars prior to shipping.
  • pan 50 can be located, as shown in Figure 4.
  • Figure 5 is a schematic showing concrete 56 provided in the upper portion of the grating.
  • the grating of the invention has been shown encasing a top portion of the grating (Fig. 5) , the concrete can extend above and below the grating, if desired. That is, the grating can be sub ⁇ tantially encapsulated with concrete.
  • gratings in accordance with the present invention overcome the disadvantages of welded gratings referred to earlier.
  • welding i ⁇ believed to be more detrimental than advantageous because welding tends to cause embrittlement and, therefore, provides a site for failure such as fatigue failure.
  • weldle ⁇ as used herein can include minor welding, for example, if such were used to hold rod 10 in place, and ⁇ uch i ⁇ contemplated within the purview of the invention.
  • the gratings of the invention can be fabricated from metals ⁇ uch as steels, carbon steel, stainless steels and aluminum alloys or from plastics such a ⁇ fiberglass-reinforced plastics.
  • steel bars may be galvanized prior to assembly or after assembly. If galvanized before aseembly, touch up may have to be used to cover scratches resulting from a ⁇ embly.
  • the slots should be dimensioned to provide for a snug fit to minimize collection of debri ⁇ such as salts that cause corrosion, particularly in open gratings.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)
  • Floor Finish (AREA)

Abstract

A weldless grating (2) includes a plurality of primary load bearing members (4), a plurality of secondary load bearing members (6), a plurality of tertiary load bearing members (8), and a rod (10). The primary load bearing members (4) have a web (12) and a plurality of openings (14) in the web (12). The secondary load bearing members are positioned in the openings (14) and include top slots (16), bottom slots (17), and secondary downwardly extending slots (22). The tertiary load bearing members (8) are positioned in the secondary slots (22). The rod (10) extends through the tertiary load bearing members (8) and the primary load bearing members (4), locking the tertiary load bearing members (8) in the secondary downwardly extending slots (22) and locking the secondary load bearing members (6) in the openings (14).

Description

WELD-FREE GRATINGS FOR BRIDGE DECKS This invention relates to grids or gratings useful for open or filled bridge decks, walkways, drain gratings and the like and more particularly, this invention relates to grids or gratings that are constructed and held together without welding.
In making prior gratings for bridge decks, whether the deck is open or filled with concrete, a certain amount of welding is performed to hold or bind the individual components together. That is, if the grid is used for open grating or open bridge deck, the main load-bearing members, secondary load-bearing members and tertiary load-bearing members are welded together, usually by puddle welding, to hold the members together and give the deck or grating strength. Even if the grid or deck is to be encased in concrete, still some welding is required to hold the assembly in a rigid configuration until the concrete hardens. If only minimal welding is performed, then the deck or grid work when encased in concrete has a decreased level of strength. Thus, for peak bridge strength, the various components of the grating or bridge deck must be fastened together to perform as a unit.
Various deck or grating systems have been proposed in the art, and the members comprising the grating deck are welded together. For example, U.S. Patent 3,260,023 discloses a bridge floor and surfacing component. The bridge floor comprises parallel bearer bars and cross bars. The cross bars are pressure welded into the tops of the bearer bars.
U.S. Patent 4,865,486 discloses a method of assembling a steel grid and concrete deck wherein the primary load bearing bars are formed with openings to receive slotted secondary load bearing bars that are passed through the primary load bearing bars. However, the patent discloses that tack welds are used to temporarily hold the grating in its desired configuration. A concrete component encases at least the top surface of the grating base member and secures the elements of the grating base member together.
U.S. Patent 2,128,753 discloses a steel floor construction having a series of parallel main bars in spaced relationship. Each of the main bars is provided with a plurality of rectangular-shaped openings. The openings are designed to permit the insertion thereon and the positioning of two cross bars. A third set of bars is placed in slots in the cross bars. After the members are assembled, the entire construction may be welded together to maintain the different parts in position.
U.S. Patent 2,190,214 discloses a grating wherein a desired number of parallel spaced apart main bearer bars with intermediate bearer bars of less depth are placed between the main bearer bars. The main bearer bars and intermediate bearer bars are connected at their tops by cross bars secured thereto by electric pressure welding. Carrier bars which pass through slots in the main bearer bars are welded to the intermediate bearer bars. Also, carrier bars are welded to the main bearer bars.
U.S. Patent 2,645,985 discloses an open floor grating having a plurality of longitudinal primary members, a plurality of transverse secondary members welded to and extending between the primary members. A plurality of tertiary members are welded to the secondary members. A rod is inserted through holes in the webs of the primary members and welded thereto.
U.S. Patent 2,834,267 discloses a grating comprised of a plurality of spaced parallel main longitudinal bars and a plurality of spaced parallel lacing bars and tertiary longitudinal bars intermediate the main bars. Bottom bars are inserted through holes in the webbing of the main bars. The intersection between the lacing bars and the tertiary bars are welded and the bottom bar is welded to the webbing of the main bar.
U.S. Patent 4,452,025 discloses a self- interlocking grill consisting of a plurality of metallic or plastic strips or flats or bars with certain types of notches and holes disposed along the length of the strip or flats or bars in a regular interval, which are used together with a plurality of rods in assembling a variety of interlocking grills.
U.S. Patent 4,780,021 discloses an exodermic deck conversion method for converting a conventional grid deck to an exodermic deck. Tertiary load bearing bars are placed on top of the grating parallel to and between the primary load bearing bars. A plurality of shear connectors, such as vertical studs, are welded or attached to the surface of the grating. It will be seen from the above that in gratings and bridge decks, usually some form of welding or cement is used to hold the assembly together.
However, welding gratings or deck structures have the problem that toxic fumes are released into the atmosphere causing health hazards to the welders and pollution of the environment. Welding of structures such as bridge decks results in curling or deforming of the deck as the welds cool. Thus, the design of the deck is complicated in that the curling or deforming must be accommodated in the design. Further, welding has the disadvantage that it is time consuming and often is the rate-determining step at which decks can be built. Welding also requires that the gratings or deck assemblies be maintained in jigs prior to starting the welding process. This is an additional, undesirable step in the process of making a bridge deck. Further, welds on bridge decks have the problem of cracking either with use or as the temperature cycles between winter and summer. It is desirable to rustproof gratings by galvanizing. However, because galvanizing is destroyed by welding, the welded grating or deck is often galvanized aβ a unit. However, this also results in temperature cyclization and warping of the bridge deck with the result that welds often break, detrimentally affecting the integrity of the deck. Thus, it will be seen that there is a great need for an improved bridge deck or grating which will eliminate these problems and will provide for an improved deck or grating structure. The present invention provides such a structure. It is an object of the present invention to provide an improved grating.
It is another object of the invention to provide a grating suitable for use on bridge decks. It is a further object of the invention to provide an interlocking grating fastened together without need for welding.
Still, it is another object of the invention to provide an interlocking grating which may be used for open bridge decks or may be utilized with a concrete component that encases at least a top portion of the grating.
Yet, it is a further object of the invention to provide an interlocking grating for bridge decks and the like employing a primary load-bearing member and a secondary load-bearing member securely held together without welding.
And yet, it is an additional object of the invention to provide an interlocking grating for open or concrete encased bridge decks and the like employing a primary load-bearing member, a secondary member and a tertiary load-bearing member held together without welding.
These and other objects will become apparent from the drawings, specification and claims appended hereto.
In accordance with these objects, there is provided a grating comprising: (a) a plurality of longitudinally extending primary load-bearing members having a top portion, a bottom portion and a web located between the top portion and the bottom portion, the primary load-bearing member having a plurality of spaced-apart openings in the web, the openings in each of the primary load-bearing members being aligned with the openings in adjacent primary load-bearing members, the openings in the web having a generally cross shaped configuration having a vertical extent having a top and bottom and a horizontal extent having a first side and a second side, the distance between the top and bottom of the vertical extent being shorter than the distance between the first side and the second side of the horizontal extent, the opening having a first land and a second land substantially opposite to each other, the first land extending from the top of said vertical extent to said second side, the second land extending from said first side to said bottom, said lands providing a bearing βurface for a secondary load- bearing member; (b) a plurality of secondary load- bearing members having a top edge and a bottom edge, the secondary load-bearing members provided with first slots extending downwardly through the top edge to provide top slotβ and with upwardly extending slots through the bottom edge to provide bottom slots located substantially opposite the top slots, the secondary load-bearing members positioned in the aligned openings in the web of the primary load-bearing members, the top and bottom slots in the secondary load-bearing member forming a locking engagement with the web surrounding the openings in the primary load-bearing members, the secondary load-bearing members provided with secondary downwardly extending slots through the top edge, secondary downwardly extending slots located between primary load-bearing members; (c) a plurality of tertiary load-bearing members positioned in the secondary slots in the secondary load-bearing members; and (d) a rod extending through the tertiary load- bearing members and the primary load-bearing members locking the tertiary load-bearing members in the slots in the secondary load-bearing members and locking the secondary load-bearing members in the openings in the primary load-bearing members to form the weldlesβ grating.
Figure 1 iβ a perspective view of a grating in accordance with the invention showing a secondary load- bearing member locked in the web of a primary load- bearing member.
Figure 2 is a perspective view showing the parts of the grating of Figure 1 in unassembled relationship. Figure 3 is an end view along the primary load-bearing members showing a pan mounted on upper ribs of the primary load-bearing members to contain wet concrete.
Figure 4 is an end view along the primary load-bearing members showing a pan mounted on lower ribs of the primary load-bearing members to contain wet concrete.
Figure 5 is a perspective cutaway view of a grating utilizing a deep web with concrete encasing the top portion of the grating.
Figure 6 is a perspective view illustrating partial locking of secondary load-bearing members into primary load-bearing members.
Figure 7 is a side view of the secondary load- bearing member in Figure 6.
Figure 8 is a side view of the primary load- bearing member with openings in the web for receiving primary load-bearing members.
Figure 9 is a perspective view of the pan of Figure 3.
Figure 10 is an end view of the pan of Figure 3.
Figure 11 is a perspective view of a preferred shape of an opening for interlocking two load-bearing members.
Figure 12 is a view illustrating two load- bearing members interlocked in accordance with the invention.
Figure 13 is a perspective view of a modified opening for interlocking two load-bearing members.
Figure 14 is a schematic showing a first load- bearing member having a preferred opening and a second load-bearing member being inserted into the opening, the second member suited for locking in the first member.
Figure 15 is a schematic representation showing βecond load-bearing member locking in the first load-bearing member utilizing the preferred opening and locking mechanism of the invention for ease of assembly.
Referring now to Figure 1, there is shown a grating in accordance with the present invention.
Grating or grid 2 is comprised of a plurality of primary load bearing bars 4, a plurality of transverse secondary bars 6, a plurality of tertiary bars 8 shown running subβtantially parallel to the primary load bearing bare 4. A rod 10 iβ shown laced through web 12 of primary load bearing bar 4 and through tertiary bars 8. In Figure 2, the primary load bearing bars 4 and transverse or secondary load bearing bars 6 are shown in partial unasβembled relationship along with tertiary bars or tertiary load-bearing members 8 and rod 10. It will be seen that primary load bearing bars 4 have openingβ 14 (see Fig. 8) cut out to receive secondary bar 6. Openings 14 can have different configurations, one of which is shown in Figure 8. Thuβ, each primary load bearing bar 4 has a plurality of openings 14 to receive each secondary load bearing bar 6. Further, each secondary load bearing bar 6 has a plurality of slots 16 and 17 (see Fig. 7) that align with openings 14 in primary load bearing bar 4 when assembled. With respect to secondary load-bearing members
6, these are βhown having a generally rectangular cross-sectional configuration for convenience. However, other cross-βectional shapes may be utilized. Secondary load-bearing members 6 are shown in Figure 7 in a preferred embodiment having three slots 16 and 22 on top βurface 15 and two slots 17 on bottom surface 19. Slots 16 and 17 are positioned opposite each other so as to engage web 12 of primary load-bearing member 4 when secondary load-bearing member 6 is turned to a vertical position, as explained later. Further, secondary load-bearing member 6 is provided with a slot 22 to engage tertiary load-bearing member 8 when the grating is assembled. Slotβ 16, 17 and 22 are formed to provide a snug fit when engaged or locked with web 12 and tertiary load-bearing member 8. Further, these slots may be tapered from edge, e.g. 15, to the bottom of the slot to provide for improved engagement and minimize play between the mating members. In certain applications, slots 22 may be eliminated provided a sufficiently deep slot is provided in the bottom side of the corresponding tertiary load-bearing member 8. Primary load-bearing member 4 is generally rectangular in cross-section and may have ribs or flanges projecting from either or both sides. Figure 8 βhowβ a side view of a primary load-bearing member 4 showing openings 14 formed in web 12. Two openings are shown for illustration purposes. For purposes of locking secondary load-bearing member in primary load- bearing member 4, secondary load-bearing member 6 is inserted on its side into primary load-bearing member 4 as illuβtrated in Figure 6. Thuβ, extent b of opening 14 must be at leaβt slightly larger than height d of secondary load-bearing member 6. Alβo, extent c of opening 14 must be just slightly larger than the thickness of secondary load-bearing member . When opening 14 has these dimensionβ, then secondary load- bearing member 6 can be inserted on its side through opening 14 until alignment with slots 16 and 17 are reached, as shown in Figure 6.
In opening 14, the extent or dimension represented by "a" is smaller than the dimension represented by "b" in order that secondary load-bearing member locks in web 12. Further, the "a" dimension is preferably slightly larger than the "d" dimension in secondary load-bearing member 6 which extends from the bottom of slot 16 to the bottom βlot 17. However, the closer the tolerance maintained between these two dimensionβ, the more rigidity iβ maintained in the grating. It will be appreciated that there iβ a balance in the tolerances of all the βlotβ and thickness of material inserted therein and ease of aββembly of the grating. That iβ, the tighter the tolerances maintained, the more rigid the grating. It βhould be noted that openings 14 are provided with a ramp or land 25 by removal of web material to permit secondary load-bearing member 6 to be turned and locked in web 12.
For purposes of illustrating the assembly of weldless grating 2 in accordance with the invention, in one embodiment, secondary load-bearing members 6 are laced through openings 14 in primary load-bearing members 4. In the method of lacing secondary load- bearing memberβ 6 through primary load-bearing members 4, secondary load-bearing member 6 is turned on its βide. That iβ, aβ βhown in Figure 6, side 7 of βecondary load-bearing member 6 is located underneath and side 9 is located on the top. After secondary load-bearing member 6 is inserted through openings 14 to the extent where slots 16 and 17 (Fig. 7) coincide or align with web 12, secondary load-bearing member 6 is rotated counter clockwise (Fig. 6) where sides 7 and 9 are in a subβtantially vertical position. In this poβition, web 12 is engaged by or inβerted into βlot 16 on top edge 15 of secondary load-bearing member 6.
Also, concurrently therewith, web 12 is engaged by or inβerted into βlot 17 (Fig. 7) on bottom edge 19 of Figure 7. Thus, web 12 is engaged by or locked into slot 16 on the top of edge 15 of βecondary load-bearing member 6 and alβo engaged by or locked into βlot 17 on bottom edge 19 of βecondary load-bearing member 6. While secondary load-bearing member 6 is maintained in an upright position aβ βhown in Figures 1 or 2, then the top 20 and bottom 23 of primary load-bearing member 4 iβ prevented from moving in the direction of adjacent primary load-bearing member 4. In this embodiment of the invention, βecondary load-bearing member 6 iβ maintained insubstantially vertical position by use of tertiary load-bearing member 8 (Figs. 1 and 2) . It should be noted that different shapes may be used for opening 14 and different methods of assembly may be used. For example, secondary load bearing bar 6 may be turned clockwise instead of counterclockwise. Further different methods of interlocking may be employed. All of these are contemplated within the purview of the invention.
A preferred opening 14a is shown in Figure 11. - li ¬ lt will be seen that opening 14a has a generally cross- shaped configuration as repreβented by the dimension or extent "a" and "b" . It βhould be noted that the dimension represented by "b" is greater than the dimenβion represented by "a" . Opening 14a is shown with the longer dimenβion on the horizontal and the shorter dimension in the vertical. However, these dimensions can be oriented in any direction as long as one dimension is longer than the other. Thus, the use of horizontal and vertical as used herein iβ meant to include any of theβe different orientationβ.
In preferred opening 14a (Fig. 11) , a ramp or land 25a is provided. In Figure 11, ramp or land 25a is generally defined by βtraight lineβ 70 and 72. Straight line 70 extends from top 71 of vertical extent represented by "a" to βide 73 of the extent repreβented by "b" . Further, ramp or land 72 iβ defined by a line extending from βide 74 of horizontal extent represented by "b" to bottom 75 of vertical extent represented by "a". Land 70 and 72 are subβtantially oppoβite each other. In the present invention, opening 14a as defined iβ very important. That is, land 72 sloping downwardly from horizontal extent "b" and land 70 sloping upwardly from horizontal extent "b" are important in that both ramps facilitate locking of a second load-bearing member in a first or primary load- bearing member and provide for ease of assembly of the weldless grating by ramping or guiding the βecondary load-bearing member into poβition and maintaining the secondary load-bearing member in position until the weldless grating is locked together. This is illustrated in Figure 12 where secondary load-bearing member 6 is shown in the upright position. Secondary load-bearing member 6 is shown in dotted line or outline form in the horizontal position in Figure 12 and then in solid line form after being rotated to the upright position. In the upright position, secondary load-bearing member 6 extends above top 71 and below bottom 75 to lock βecondary load-bearing member 6 in web 12.
It should be noted that two slotβ opposite each other have been provided in secondary load-bearing member 6. However, it will be appreciated that bottom slot 17 (Fig. 7) may be eliminated and slot 16 used to provide sufficient engagement with web 12, or top 16 may be eliminated in which case bottom βlot 17 is retained to provide locking engagement with web 12. Opening 14a is advantageous in that aβ βecondary load-bearing member 6 iβ moved from the horizontal to the upright poβition, ramp or land 72 aide in preventing βecondary load-bearing member 6 from sliding backwards and defeating the turning of βecondary load-bearing member 6 to the upright poβition. It should be understood that if land 72 were flat or horizontal instead of sloping downwardly, then turning secondary load-bearing member 6 to the upright position is more difficult.
In addition, because the grating of the subject invention does not require welds and may be assembled on site, for example, at a bridge βite to minimize shipping costs, it is important that it be capable of aββembly without a jig aβ iβ normally required for welded decks or grating. Thus, it is important that the members comprising deck or grating remain in place until locking iβ accomplished. Thus, for example, to facilitate assembly, it is important that secondary load-bearing member 6 remain in the upright poβition in opening 14a until additional βecondary load-bearing members 6 are positioned in the upright position and until they are locked in position. Land or ramp 72 aids in maintaining βecondary load- bearing member 6 in the upright poβition by not permitting the bottom secondary load-bearing member 6 to slide away from the upright position. If the need arises for secondary load-bearing member 6 to be more rigidly fixed in the upright position, bottom 75 (Fig. 13) can be recessed below the line or surface 72 to permit secondary load-bearing member 6 to be anchored. Thus, wall 76 and wall 77 ensure against βecondary load-bearing member 6 moving to either βide and thus fewer personnel are required for assembly.
Figure 14 shows in greater detail the fitting or assembly technique required when sliding secondary load-bearing member 6 into opening 14a in web 12 of primary load-bearing member 4. As shown in Figure 6, secondary load-bearing member 6 is poβitioned firβt in a horizontal plane for insertion into opening 14a. This is the preferred method. However, opening 14a may be formed so that extent "b" is not horizontal but formed at an angle to the horizontal place. Vertical extent "a" is preferred to remain in the upright position in order to obtain the highest strength level from βecondary load-bearing member 6, particularly when secondary load-bearing member 6 has a rectangular configuration. If βecondary load-bearing member 6 waε X-shaped, then extent "a" could be angled from the vertical to accommodate each leg of the "X" configuration. Secondary load-bearing member 6 is inserted to the point where all slots 16 and 17 are aligned with webs 12. When secondary load-bearing member 6 is rotated upwardly, slot 16 engages web material above ramp 70 and likewise slot 17 engages web material below ramp 72.
In Figure 15, secondary load-bearing member 6 is shown in the upright position locked in web 12 of primary load-bearing member 4 by slots 16 and 17. When slotβ 16 and 17 are formed to provide a βnug fit over web 12, then primary load-bearing member 4 remains fixed in position and substantially parallel to the adjacent primary load-bearing members. Tertiary load bearing bare 8 are provided with a plurality of βlots 24 for alignment with slotβ 22 (Fig. 2) . In one embodiment of the aββembly, slots 24 line up with slots 22 so as to provide a planar βurface, if necessary. To provide a planar surface, slotβ 24 and 22 βhould have a depth equal to half the depth of tertiary load bearing bar 8. However, aβ explained earlier, if it iβ deβired to have tertiary load bearing bar 8 project above edge 20, then βlot 22 may be shallower. Alβo, aβ explained earlier, any combination of slot depths may be used to provide either a planar surface or a ridge or rough surface for traction. Similarly, slots 22 may be eliminated if slots 24 are sufficiently deep in member 8. For certain applications, slotβ 24 may be eliminated, for example, when slots 22 are βufficiently deep to accommodate tertiary load-bearing member 8.
Thus, it will be seen that in aββembly, primary load bearing bare 4 are firβt placed or fixed in poβition and then βecondary load bearing bare 6 are placed on their side and laced through openings 14 of primary load bearing bars 4. When slots 16 and 17 are in alignment with web 12, secondary load-bearing member 6 is turned counter clockwise to a vertical position to ensure that slots 16 and 17 engage web 12 to lock it in position and prevent lateral movement. It should be noted that if either slotβ 16 or 17 are missing, then the grating loses rigidity. Thereafter, tertiary load bearing bars 8 are placed acroβs secondary load bearing bars 6 with slots 22 and 24 being aligned for engagement.
For purposes of locking the assembly comprised of primary load bearing bar 4, secondary load bearing bars 6 and tertiary load bearing bars 8, an aperture 30 is provided in primary load bearing bars 4 between secondary load bearing bars 6, the aperture being formed to have an axis substantially parallel to secondary load bearing bars 6. Likewise, tertiary load bearing bare 8 have apertures 32 formed βo as to be in alignment with apertures 30 of primary load bearing bars 4. Rod 10 then is fitted through a first aperture 30 in a first primary load bearing bar 4, then through apertures 32 of tertiary load bearing bar 8 and finally through a second aperture 30 in second primary load bearing bar 4. In thiβ aseembly, end 5 of rod 10 may be bent, fitted with a pin or nut to enβure that it does not move. Thuβ, after having secured rod 10, primary load bearing bars 4, βecondary load bearing bars 6 and tertiary load bearing bars 8 are locked together to form a unit grating, grid work, fence or railings without the attendant problems inherent with welding. Further, because of the additional rod used, the strength of the grating structure is improved dramatically. It will be appreciated that one rod or more can be used between each set of βecondary load bearing bars 6. Further, fewer rods can be used. That iβ, in the present invention rods 10 can be selectively placed between βecondary load bearing bars . For example, in the preβent invention, high strength grating can be obtained when rode 10 are ueed between every other set of secondary load bearing bare 6. With reβpect to rod 10, it will be noted that a round bar has been illustrated. However, any cross- sectional configuration may be used.
In Figure 1, primary load bearing bar 4 iβ βhown with a lower flange 34, a web portion 12, a bulbous portion 38, and a rib 40. However, primary load bearing bars 4 can have other cross-βectional configurations that may be used. In the embodiment shown in Figure 1, rib 40 and flange 34 provide for special features as explained herein. Secondary load bearing bars 6 can have a depth generally less than the depth of primary load bearing bars 4, and tertiary load bearing bare 8 can have a depth lese than the depth of βecondary load bearing bare 6. Further, it βhould be noted that if tertiary load bearing bare 8 are sufficiently deep, then notch or slotβ 24 may be of βufficient depth to accommodate the full depth of the βecondary load bearing bare 6 without slots 22 being provided in βecondary load bearing bare 6. Rod 10 can provide βufficient reeietance to βideways movement of tertiary load bearing bars 8. When it is desired to encase at least a portion of the grating in concrete, a pan or sheet member 50 iβ poβitioned between primary load bearing bare 4 as shown in Figure 3. Pan 50 is formed to extend the length of primary load bearing bars 4 and to rest on ribβ 40. Thuβ, pan 50 iβ preferably shaped substantially as shown in Figures 9 and 10. That is, pan 50 is provided with a rib 60 which extends the length of the pan in a direction generally parallel to primary load-bearing member 4. Further, preferably pan 50 is generally curved or shaped concave upwardly towards rib 60 as shown in Figures 9 and 10. Rib 60 provides for stiffness in the pan. In addition, from edge 62 to the top of ridge 60 should be controlled. That iβ, in the preferred embodiment, when concrete is to be used aβ a wear βurface or to partially encapβulate grating 2, pan 50 iβ poβitioned between primary load-bearing member 4 prior to βecondary load- bearing member 6 being turned to an upright position. Edgeβ 62 of pan 50 rest on the upper surface of rib 40, aβ shown in Figure 3, for example. When βecondary load-bearing member 6 iβ turned into locking position, bottom or lower side 19 of secondary load-bearing member 6 contacts ridge 60 sufficiently to secure pan 50 in place by friction. Thus, the grating can be shipped to the job βite without pans 50 moving or dropping out of the grating. It should be noted that welding pans 50 in place is undesirable because of 97/13934
- 17 - warpage that occurs. The warpage results in uneven thickness of concrete and also in spaceβ between the rib and the pan which results in wet concrete seeping or dripping onto the surfaces below. The assembled grating in accordance with the invention has a rigid configuration without subβtantially any movement of the bare or memberβ. Thus, for example, because primary load bearing bars do not move or wobble, the pans can be placed on or inserted between the primary load bearing bars prior to shipping.
If it iβ deβired to encase βubβtantially the depth of the grating in concrete, pan 50 can be located, as shown in Figure 4.
Figure 5 is a schematic showing concrete 56 provided in the upper portion of the grating.
It should be understood that while the grating of the invention has been shown encasing a top portion of the grating (Fig. 5) , the concrete can extend above and below the grating, if desired. That is, the grating can be subβtantially encapsulated with concrete.
While the invention has been described with respect to a grating employing a three-bar system and a locking rod, the invention contemplates grating fabricated using two rails such as the primary load bearing bars and secondary load bearing bars. When the grating is fabricated using two rails, then locking rod 10 is inβerted through both rails in a diagonal direction. It will be seen that gratings in accordance with the present invention overcome the disadvantages of welded gratings referred to earlier. However, even though welds can be applied to the grating of the present invention, welding iβ believed to be more detrimental than advantageous because welding tends to cause embrittlement and, therefore, provides a site for failure such as fatigue failure. However, the term weldleββ as used herein can include minor welding, for example, if such were used to hold rod 10 in place, and βuch iβ contemplated within the purview of the invention. Further, while the invention haβ been depicted βhowing primary load bearing bare having flanges, the invention contemplates gratingβ fabricated using plain bars for all three load bearing bars; and in certain gratings, the three bare can have the same dimensions. The gratings of the invention can be fabricated from metals βuch as steels, carbon steel, stainless steels and aluminum alloys or from plastics such aβ fiberglass-reinforced plastics.
In the present invention, if steel bars are used, they may be galvanized prior to assembly or after assembly. If galvanized before aseembly, touch up may have to be used to cover scratches resulting from aββembly. Further, in the preβent invention, the slots should be dimensioned to provide for a snug fit to minimize collection of debriβ such as salts that cause corrosion, particularly in open gratings.
While the invention has been described in terms of preferred embodiments, the claims appended hereto are intended to encompass other embodiments which fall within the spirit of the invention.

Claims

- 19 -C L A I M S
1. A weldless grating comprising:
(a) a plurality of longitudinally extending primary load bearing members having an upper portion, a lower portion and a web located between βaid upper portion and βaid lower portion, the primary load bearing member having a plurality of spaced-apart openings in βaid web, the openings in each of said primary load bearing members being aligned with the openings in adjacent primary load bearing memberβ;
(b) a plurality of secondary load bearing members having an upper edge and a lower edge, the secondary load bearing members provided with first slots extending downwardly through the upper edge to provide top slots and with upwardly extending slots through the lower edge to provide bottom βlots located substantially opposite said top slots, the secondary load bearing members positioned in the aligned openings in said web of the primary load bearing members, βaid top and bottom βlots in said secondary load bearing member forming a locking engagement with said web surrounding βaid openings in said primary load bearing members, the secondary load bearing members provided with secondary downwardly extending slots through said upper edge, secondary downwardly extending slots located between primary load bearing members;
(c) a plurality of tertiary load bearing members positioned in the secondary slots in the secondary load bearing members; and
(d) a rod extending through said tertiary load bearing members and said primary load bearing members locking said tertiary load bearing members in the slots in said secondary load bearing members and locking said secondary load bearing members in the openings in said primary load bearing members to form said weldless grating.
2. A weldless grating comprising:
(a) a plurality of substantially parallel longitudinally extending primary load bearing members having an upper portion, a lower portion and a web located between said upper portion and said lower portion, the primary load bearing member having a plurality of spaced-apart openings in said web, the openings in each of said primary load bearing members being aligned with the openings in adjacent primary load bearing memberβ;
(b) a plurality of βecondary load bearing memberβ having an upper edge and a lower edge, the βecondary load bearing memberβ provided with first slots extending downwardly through the upper edge to provide top slotβ and with upwardly extending elots through the lower edge to provide bottom βlots located substantially opposite βaid top slots, the secondary load bearing members positioned in the aligned openings in said web of the primary load bearing members, βaid top and bottom βlots in βaid secondary load bearing member forming a locking engagement with said web surrounding βaid openings in βaid primary load bearing memberβ, the βecondary load bearing members provided with secondary downwardly extending slots through said top edge, secondary downwardly extending slots located between primary load bearing members, the secondary downwardly extending slots in each of said βecondary load bearing members being aligned with openings in adjacent βecondary load bearing members;
(c) a plurality of tertiary load bearing members positioned in the secondary slots in the secondary load bearing members, the tertiary load bearing members having tertiary bottom edges having upwardly extending tertiary bottom slots extending through said tertiary bottom edges to form tertiary bottom slotβ poβitioned in alignment with the secondary downwardly extending βlots in said βecondary load bearing member to permit βaid βecondary load bearing memberε and said tertiary load bearing members to fixedly engage each other; and (d) a rod extending through said tertiary load bearing members and said primary load bearing members locking said tertiary load bearing members in the slots in βaid secondary load bearing members and locking said secondary load bearing members in the openings in said primary load bearing members to form βaid weldless grating.
3. A concrete module comprising a weldless grating at least partially encapsulated in a body of concrete, the weldless metal grating comprising:
(a) a plurality of longitudinally extending primary load bearing memberβ having an upper portion, a lower portion and a web located between βaid upper portion and βaid lower portion, the primary load bearing member having a plurality of βpaced-apart openings in said web, the openings in each of said primary load bearing members being aligned with the openings in adjacent primary load bearing members;
(b) a plurality of βecondary load bearing memberβ having an upper edge and a lower edge, the βecondary load bearing memberβ provided with first slots extending downwardly through the upper edge to provide top slots and with upwardly extending slots through the lower edge to provide bottom slots located subβtantially oppoβite βaid top βlotβ, the βecondary load bearing members positioned in the aligned openings in said web of the primary load bearing members, said top and bottom slots in said secondary load bearing member forming a locking engagement with said web εurrounding βaid openings in said primary load bearing memberβ, the βecondary load bearing members provided with secondary downwardly extending slotε through said top edge, βecondary downwardly extending slots located between primary load bearing members;
(c) a plurality of tertiary load bearing members positioned in the secondary βlotβ in the βecondary load bearing members; and
(d) a rod extending through βaid tertiary load bearing membere and said primary load bearing membere locking βaid tertiary load bearing members in the slotβ in βaid βecondary load bearing memberβ and locking βaid βecondary load bearing memberβ in the openingβ in βaid primary load bearing membere to form βaid weldleββ grating.
4. The grating in accordance with claim 3, wherein eaid pan iβ compriβed of a longitudinal ridge extending generally parallel to βaid primary load bearing memberβ and extending generally upwardly towarde the lower edge of βaid βecondary load bearing memberβ, βaid pan further compriβed of edges adapted to reβt on βaid flangeβ, said pan shaped to curve upwardly to said ridge to provide sufficient strength in said pan to carry concrete deposited thereon.
5. A concrete module comprising a metal grating at least partially encapsulated in a body of concrete, the weldless grating comprising:
(a) a plurality of longitudinally extending primary load bearing members having an upper portion, a lower portion and a web located between said upper portion and said lower portion, the primary load bearing member having a plurality of spaced-apart openingβ in said web, the openings in each of eaid primary load bearing members being aligned with the openings in adjacent primary load bearing members;
(b) a plurality of βecondary load bearing memberε having an upper edge and a lower edge, the secondary load bearing members provided with first slots extending downwardly through the upper edge to provide top slotβ and with upwardly extending βlotβ through the lower edge to provide bottom βlote located βubεtantially oppoβite εaid top slots, the secondary load bearing members poεitioned in the aligned openings in βaid web of the primary load bearing memberβ, βaid top and bottom βlotε in εaid εecondary load bearing member forming a locking engagement with εaid web εurrounding εaid openingε in βaid primary load bearing membere, the secondary load bearing memberβ provided with εecondary downwardly extending βlots through said top edge, secondary downwardly extending slots located between primary load bearing members, the secondary downwardly extending slotε in each of said secondary load bearing members being aligned with openings in adjacent secondary load bearing members;
(c) a plurality of tertiary load bearing members positioned in the secondary slots in the secondary load bearing members, the tertiary load bearing members having tertiary bottom edges having upwardly extending tertiary bottom slots extending through said tertiary bottom edgeε to form tertiary bottom slote poeitioned in alignment with the εecondary downwardly extending βlotβ in εaid βecondary load bearing member to permit βaid εecondary load bearing memberε and εaid tertiary load bearing memberε to fixedly engage each other; and
(d) a rod extending through βaid tertiary load bearing membere and βaid primary load bearing members locking said tertiary load bearing members in the slotβ in εaid βecondary load bearing memberβ and locking βaid secondary load bearing members in the openings in said primary load bearing members to form said weldless grating.
6. A weldless grating comprising:
(a) a plurality of longitudinally extending primary load-bearing members having an upper portion, a lower portion and a web located between said upper portion and said lower portion, the primary load bearing member having a plurality of spaced-apart openings in said web, the openings in each of said primary load bearing members being aligned with the openings in adjacent primary load bearing members, said opening in said web having: a generally crosε εhaped configuration having a generally vertical extent having a top and bottom and a generally horizontal extent having a firεt εide and a εecond side, the diβtance between the top and bottom of the vertical extent being shorter than the distance between the first side and the βecond side of the horizontal extent, the opening having a firεt land and a εecond land εubεtantially oppoεite to each other, the firβt land extending from the top of εaid vertical extent to εaid εecond side, the εecond land extending from εaid firεt εide to εaid bottom;
(b) a plurality of εecondary load bearing memberε having an upper edge and a lower edge, the secondary load bearing members provided with first slotβ extending downwardly through the upper edge to provide top βlotβ, the βecondary load bearing memberβ poβitioned in the aligned openingβ in βaid web of the primary load bearing members, said top slot in said βecondary load bearing member forming a locking engagement with βaid web surrounding said openings in εaid primary load bearing memberε;
(c) a plurality of tertiary load bearing memberε having a top edge and a bottom edge, εaid tertiary load bearing memberε provided with tertiary upwardly extending slotβ in βaid bottom edge, βaid tertiary load bearing memberβ poβitioned over βaid βecondary load bearing memberε, εaid tertiary upwardly extending βlotε fitting εnugly over εaid εecondary load bearing memberε at the point of interεection of βaid tertiary load bearing member with βaid βecondary load bearing memberβ; and
(d) a rod extending through eaid tertiary load bearing memberε and βaid primary load bearing memberβ locking εaid tertiary upwardly extending εlotβ of βaid tertiary load bearing memberβ on βaid βecondary load bearing memberβ and locking βaid βecondary load bearing memberε in the openingβ in βaid primary load bearing memberε to form εaid weldless grating.
7. An improved weldleεβ grating compriβing:
(a) a plurality of longitudinally extending primary load bearing memberε having an upper portion, a lower portion and a web located between βaid upper portion and βaid lower portion, the primary load bearing member having a plurality of βpaced-apart openingβ in εaid web, the openings in each of said primary load bearing members being aligned with the openings in adjacent primary load bearing members; (b) a plurality of secondary load bearing members having an upper edge and a lower edge, the βecondary load bearing members provided with first slotε extending downwardly through the upper edge to provide top slots and with upwardly extending slotε through the lower edge to provide bottom εlotε located subβtantially oppoβite said top slots, the secondary load bearing memberβ poεitioned in the aligned openingε in εaid web of the primary load bearing memberε, said top and bottom slots in said secondary load bearing member forming a locking engagement with said web surrounding said openingε in said primary load bearing members, the secondary load bearing members provided with secondary downwardly extending slots through said upper edge, said secondary downwardly extending slotε located between primary load bearing members;
(c) a plurality of tertiary load bearing members poεitioned in the εecondary εlots in the βecondary load bearing members; and
(d) a rod extending through said tertiary load bearing members and said primary load bearing members locking said tertiary upwardly extending slot in said tertiary load bearing members on said secondary load bearing memberε and locking εaid εecondary load bearing members in the openings in said primary load bearing members to form said weldless grating, the improved weldless grating including said openings in said web of said primary load bearing member defined by: a generally cross shaped configuration having a first extent having a top and bottom and a second extent having a firεt side and a βecond εide, the diεtance between the top and bottom of the firεt extent being εhorter than the distance between the firβt side and the βecond side of the second extent, the opening having a first land and a second land εubstantially opposite to each other, the firεt land extending from the top of βaid firβt extent to βaid εecond εide, the βecond land extending from βaid firεt eide to βaid bottom.
8. A weldless grating comprising:
(a) a plurality of substantially parallel longitudinally extending primary load bearing members having an upper portion, a lower portion and a web located between said upper portion and said lower portion, the primary load bearing member having a plurality of spaced-apart openingε in said web, the openings in each of said primary load bearing members being aligned with the openings in adjacent primary load bearing members, said opening in βaid web defined by: a generally cross βhaped configuration having an upwardly extending extent having a top and bottom and a generally horizontal extent having a firβt βide and a βecond εide, the dietance between the top and bottom of the upwardly extending extent being shorter than the distance between the firβt side and the second side of the generally horizontal extent, the opening having a first land and a second land substantially oppoβite to each other, the firβt land extending from the top of βaid upwardly extending extent to βaid εecond εide, the second land extending from said first side to said bottom;
(b) a plurality of secondary load bearing memberε having an upper edge and a lower edge, the εecondary load bearing memberε provided with first slotβ extending downwardly though the upper edge to provide top εlotε and with upwardly extending εlotε through the lower edge to provide bottom slots located substantially opposite βaid top βlotε, the βecondary load bearing memberβ poεitioned in the aligned openingε in εaid web of the primary load bearing memberε, εaid top and bottom εlotε in εaid εecondary load bearing member forming a locking engagement with εaid web surrounding said openings in εaid primary load bearing members, the secondary load bearing members provided with βecondary downwardly extending βlotε through βaid top edge, βecondary downwardly extending βlotβ located between primary load bearing members, the secondary downwardly extending slots in each of said secondary load bearing members being aligned with secondary downwardly extending slotβ in adjacent εecondary load bearing memberβ;
(c) a plurality of tertiary load bearing memberβ positioned in the secondary slotβ in the βecondary load bearing memberε, the tertiary load bearing memberε having tertiary bottom edges having upwardly extending tertiary bottom εlotε extending through εaid tertiary bottom edges to form tertiary bottom slots positioned in alignment with the secondary downwardly extending slots in said secondary load bearing member to permit said secondary load bearing memberε and said tertiary load bearing memberε to fixedly engage each other; and
(d) a rod extending through εaid tertiary load bearing memberε and said primary load bearing membere locking βaid tertiary load bearing memberβ in the βlotβ in βaid βecondary load bearing memberε and locking εaid εecondary load bearing members in the openings in said primary load bearing members to form said weldless grating.
9. An improved weldless grating comprising:
(a) a plurality of longitudinally extending primary load bearing members having an upper portion, a lower portion and a web located between said upper portion and said lower portion, the primary load bearing member having a plurality of spaced-apart openings in said web, the openings in each of said primary load bearing members being aligned with the openings in adjacent primary load bearing members;
(b) a plurality of secondary load bearing members having an upper edge and a lower edge, the εecondary load bearing memberε provided with first slots extending downwardly through the upper edge to provide top slotε, the εecondary load bearing members positioned in the aligned openings in said web of the primary load bearing memberε, said top slots in said secondary load bearing member forming a locking engagement with βaid web surrounding said openings in βaid primary load bearing memberβ;
(c) a plurality of tertiary load bearing memberε having a top edge and a bottom edge, said tertiary load bearing members provided with tertiary upwardly extending slots in said bottom edge, eaid tertiary load bearing memberβ poεitioned over εaid εecondary load bearing memberε, εaid tertiary upwardly extending βlotβ fitting βnugly over εaid εecondary load bearing memberε at the point of interεection of εaid tertiary load bearing member with βaid eecondary load bearing memberβ; and
(d) a rod extending through βaid tertiary load bearing memberε and εaid primary load bearing memberε locking εaid tertiary load bearing members in the slots in said secondary load bearing members and locking said secondary load bearing members in the openingε in εaid primary load bearing memberε to form said weldless grating; the improved weldleββ grating including eaid openingε in βaid web of βaid primary load bearing member defined by: a generally cross shaped configuration having a generally vertical extent having a top and bottom and a generally horizontal extent having a firβt βide and a βecond εide, the diεtance between the top and bottom of the vertical extent being εhorter than the diεtance between the firet βide and the βecond βide of the horizontal extent, the opening having a firβt land and a βecond land βubβtantially oppoεite to each other, the firεt land extending from the top of βaid vertical extent to εaid εecond εide, the βecond land extending from eaid firβt βide to βaid bottom.
10. A concrete module compriβing a weldless grating at leaεt partially encapsulated in a body of concrete or overlaid with a body of concrete, the weldless grating comprising:
(a) a plurality of substantially parallel longitudinally extending primary load bearing members having an upper portion, a lower portion and a web located between εaid upper portion and said lower portion, the primary load bearing member having a plurality of spaced-apart openingβ in βaid web, the openingβ in each of said primary load bearing memberβ being aligned with the openings in adjacent primary load bearing memberβ, βaid opening in said web having: a generally cross shaped configuration having a generally vertical extent having a top and bottom and a generally horizontal extent having a first side and a second βide, the diβtance between the top and bottom of the vertical extent being βhorter than the diβtance between the first εide and the εecond εide of the horizontal extent, the opening having a firβt land and a βecond land βubβtantially oppoεite to each other, the firεt land extending from the top of βaid vertical extent to said βecond βide, the βecond land extending from εaid firεt βide to εaid bottom;
(b) a plurality of eecondary load bearing members having an upper edge and a lower edge, the secondary load bearing members provided with first βlotβ extending downwardly through the upper edge to provide top slots and with upwardly extending εlots through the lower edge to provide bottom slotε located εubstantially opposite said top slots, the secondary load bearing members positioned in the aligned openingε in said web of the primary load bearing members, said top and bottom βlotε in βaid secondary load bearing member forming a locking engagement with said web surrounding said openings in said primary load bearing members, the secondary load bearing members provided with secondary downwardly extending slotβ through βaid top edge, βecondary downwardly extending βlotε located between primary load bearing memberβ, the secondary downwardly extending slots in each of said secondary load bearing members being aligned with secondary downwardly extending slotε in adjacent εecondary load bearing members;
(c) a plurality of tertiary load bearing members positioned in the secondary slots in the secondary load bearing memberε, the tertiary load bearing memberβ having tertiary bottom edgeβ having upwardly extending tertiary bottom βlotβ extending through εaid tertiary bottom edgeε to form tertiary bottom εlotε poεitioned in alignment with the εecondary downwardly extending εlotε in εaid secondary load bearing member to permit said εecondary load bearing memberε and said tertiary load bearing members to fixedly engage each other; and
(d) a rod extending through said tertiary load bearing members and βaid primary load bearing memberβ locking εaid tertiary load bearing memberε in the εlotε in εaid εecondary load bearing members and locking βaid βecondary load bearing memberε in the openingβ in εaid primary load bearing members to form said weldless grating.
11. A concrete module comprising a weldless grating at least partially encapsulated in a body of concrete or overlaid with a body of concrete, the weldless grating comprising:
(a) a plurality of longitudinally extending primary load bearing members having an upper portion, a lower portion and a web located between said upper portion and said lower portion, the primary load bearing member having a plurality of spaced-apart openings in said web, the openings in each of said primary load bearing members being aligned with the openings in adjacent primary load bearing members, εaid opening in εaid web having: a generally cross shaped configuration having a generally vertical extent having a top and bottom and a generally horizontal extent having a first side and a second side, the distance between the top and bottom of the vertical extent being shorter than the distance between the first side and the βecond βide of the horizontal extent, the opening having a firεt land and a εecond land εubεtantially oppoεite to each other, the firεt land extending from the top of εaid vertical extent to βaid βecond βide, the εecond land extending from εaid firεt βide to βaid bottom;
(b) a plurality of εecondary load bearing memberε having an upper edge and a lower edge, the βecondary load bearing members provided with first slots extending downwardly through the upper edge to provide top slots, the secondary load bearing members positioned in the aligned openings in said web of the primary load bearing members, said top εlot in said secondary load bearing member forming a locking engagement with said web surrounding said openings in said primary load bearing members;
(c) a plurality of tertiary load bearing members having a top edge and a bottom edge, said tertiary load bearing members provided with tertiary upwardly extending slots in said bottom edge, εaid tertiary load bearing members positioned over said secondary load bearing members, said tertiary upwardly extending slots fitting snugly over said secondary load bearing memberε at the point of intersection of said tertiary load bearing member with said secondary load bearing memberβ; and
(d) a rod extending through βaid tertiary load bearing members and said primary load bearing members locking said tertiary upwardly extending slotβ of said tertiary load bearing members on said secondary load bearing members and locking said secondary load bearing members in the openings in said primary load bearing members to form said weldless grating.
12. A concrete module comprising an improved weldless grating at least partially encapsulated in a body of concrete, the weldless grating comprising:
(a) a plurality of longitudinally extending primary load bearing members having an upper portion, a lower portion and a web located between said upper portion and said lower portion, the primary load bearing member having a plurality of spaced-apart openings in said web, the openings in each of εaid primary load bearing memberε being aligned with the openings in adjacent primary load bearing members;
(b) a plurality of secondary load bearing memberε having an upper edge and a lower edge, the εecondary load bearing memberε provided with first slots extending - 32 - downwardly through the upper edge to provide top slots, the secondary load bearing members positioned in the aligned openingβ in βaid web of the primary load bearing members, εaid top εlotε in said secondary load bearing member forming a locking engagement with βaid web εurrounding εaid openingε in εaid primary load bearing members;
(c) a plurality of tertiary load bearing members having a top edge and a bottom edge, said tertiary load bearing members provided with tertiary upwardly extending slots in said bottom edge, εaid tertiary load bearing members positioned over said secondary load bearing members, εaid tertiary upwardly extending εlots fitting snugly over said εecondary load bearing members at the point of intersection of said tertiary load bearing member with said βecondary load bearing memberβ; and
(d) a rod extending through eaid tertiary load bearing membere and βaid primary load bearing membere locking said tertiary load bearing members in the slotε in εaid secondary load bearing memberε and locking εaid εecondary load bearing memberε in the openingε in εaid primary load bearing memberε to form εaid weldless grating; the improved grating including said openings in said web of εaid primary load bearing member defined by: a generally cross shaped configuration having a generally vertical extent having a top and bottom and a generally horizontal extent having a first side and a εecond εide, the distance between the top and bottom of the vertical extent being βhorter than the diβtance between the firεt side and the second side of the horizontal extent, the opening having a first land and a second land subεtantially opposite to each other, the first land extending from the top of said vertical extent to said βecond βide, the εecond land extending from εaid firεt εide to said bottom.
PCT/US1996/013702 1995-10-10 1996-08-21 Weld-free gratings for bridge decks WO1997013934A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP96929734A EP0854958A4 (en) 1995-10-10 1996-08-21 Weld-free gratings for bridge decks

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
US08/541,732 1995-10-10
US08/541,732 US5642549A (en) 1995-10-10 1995-10-10 Weldless gratings or grids for bridge decks
US08/589,500 US5604949A (en) 1995-10-10 1996-01-22 Weld-free gratings for bridge decks
US08/589,500 1996-01-22

Publications (1)

Publication Number Publication Date
WO1997013934A1 true WO1997013934A1 (en) 1997-04-17

Family

ID=27066787

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/US1996/013702 WO1997013934A1 (en) 1995-10-10 1996-08-21 Weld-free gratings for bridge decks

Country Status (4)

Country Link
US (1) US5604949A (en)
EP (1) EP0854958A4 (en)
CA (1) CA2234694A1 (en)
WO (1) WO1997013934A1 (en)

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5735008A (en) * 1995-10-10 1998-04-07 Mangone Enterprises Weld-free gratings for bridge decks with improved primary and secondary bars
US5784741A (en) * 1995-10-10 1998-07-28 Mangone Enterprises Weld-free gratings for bridge decks with improved slotted opening
US6112629A (en) * 1996-01-22 2000-09-05 Mangone; Ronald W. Weld-free gratings and method and punch and die for forming same
US5806121A (en) * 1996-09-10 1998-09-15 Mangone Enterprises Lightweight weldless gratings or grids for bridge decks
US5864910A (en) * 1997-01-27 1999-02-02 Mangone; Ronald W. Concrete composite weldless grating
CA2246967C (en) * 1997-09-16 2000-06-06 Dennis M. Imm An automated weldless inter-locking grating assembly for bridge decks and like structures
US6049932A (en) * 1998-05-21 2000-04-18 Mangone Enterprises Weld-free grids or gratings for bridge decks
US6109329A (en) * 1998-08-28 2000-08-29 Russo; Ralph Modular panel structure
US6453973B1 (en) 1998-08-28 2002-09-24 Ralph Russo Modular panel structure
US7591611B2 (en) * 2001-02-28 2009-09-22 Geocell Systems, Inc. Fluent material confinement system
EP1383971B1 (en) 2001-02-28 2008-12-17 Al M. Arellanes Fluent material confinement system
KR100553177B1 (en) * 2004-10-25 2006-02-21 김상돈 Grating
DE102007035390A1 (en) 2007-07-26 2009-01-29 Conradi + Kaiser Gmbh Floor covering element, floor covering grid and arrangement of floor covering grids, as well as production method of a floor covering grating
AU2009201190B2 (en) * 2008-06-16 2010-05-20 Paul Lawrence Greville Improved Grates

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2128753A (en) 1937-03-20 1938-08-30 Lienhard Frederick Steel floor construction
US2190214A (en) 1937-10-23 1940-02-13 Reliance Steel Prod Co Grating and like structure
US2645985A (en) 1950-04-26 1953-07-21 United States Steel Corp Open floor grating
US2834267A (en) 1954-01-26 1958-05-13 United States Steel Corp Grating
US3260023A (en) 1962-08-15 1966-07-12 Reliance Steel Prod Co Bridge floor and surfacing component therefor
US4452025A (en) 1979-07-18 1984-06-05 Lew Hyok S Self-interlocking grille
US4780021A (en) 1987-04-13 1988-10-25 Bettigole Neal H Exodermic deck conversion method
US4865486A (en) 1988-02-09 1989-09-12 Bettigole Neal H Method of assembling a steel grid and concrete deck
US5463786A (en) * 1994-09-12 1995-11-07 Grate-Lok Co., Inc. Weldless grating for bridge decks

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2114773A (en) * 1936-03-24 1938-04-19 Truscon Steel Co Grid or grating structure
US4928471A (en) * 1988-06-08 1990-05-29 Ohio Gratings, Inc. Grating construction
US5509243A (en) * 1994-01-21 1996-04-23 Bettigole; Neal H. Exodermic deck system

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2128753A (en) 1937-03-20 1938-08-30 Lienhard Frederick Steel floor construction
US2190214A (en) 1937-10-23 1940-02-13 Reliance Steel Prod Co Grating and like structure
US2645985A (en) 1950-04-26 1953-07-21 United States Steel Corp Open floor grating
US2834267A (en) 1954-01-26 1958-05-13 United States Steel Corp Grating
US3260023A (en) 1962-08-15 1966-07-12 Reliance Steel Prod Co Bridge floor and surfacing component therefor
US4452025A (en) 1979-07-18 1984-06-05 Lew Hyok S Self-interlocking grille
US4780021A (en) 1987-04-13 1988-10-25 Bettigole Neal H Exodermic deck conversion method
US4865486A (en) 1988-02-09 1989-09-12 Bettigole Neal H Method of assembling a steel grid and concrete deck
US5463786A (en) * 1994-09-12 1995-11-07 Grate-Lok Co., Inc. Weldless grating for bridge decks

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See also references of EP0854958A4 *

Also Published As

Publication number Publication date
CA2234694A1 (en) 1997-04-17
EP0854958A4 (en) 2001-02-07
EP0854958A1 (en) 1998-07-29
US5604949A (en) 1997-02-25

Similar Documents

Publication Publication Date Title
US5463786A (en) Weldless grating for bridge decks
US5604949A (en) Weld-free gratings for bridge decks
US5864910A (en) Concrete composite weldless grating
RU2272110C2 (en) Beam, beam structure and building comprising above beam and beam structure
CA2169788C (en) Grid assembly with improved form pan for use in grid reinforced concrete decks and method of manufacturing same
US8522501B2 (en) Concrete weldment
US5642549A (en) Weldless gratings or grids for bridge decks
US20090100776A1 (en) Formwork
US6049932A (en) Weld-free grids or gratings for bridge decks
US20060265819A1 (en) Bend steel plate girder system for bridges
US5784741A (en) Weld-free gratings for bridge decks with improved slotted opening
US5806121A (en) Lightweight weldless gratings or grids for bridge decks
CA2246967C (en) An automated weldless inter-locking grating assembly for bridge decks and like structures
EP0487518A1 (en) Anchorages in composite steel and concrete structural members
US6112629A (en) Weld-free gratings and method and punch and die for forming same
US5735008A (en) Weld-free gratings for bridge decks with improved primary and secondary bars
US4112640A (en) Foot grille
EP0389932B1 (en) Support structure for grandstands
DE19721267B4 (en) Support structure for surface elements for car bodies and subframes of rail vehicles
DE3012855A1 (en) Composite bar-type grate - has sections with protrusions fitting together and containing grooves for transverse locking strip
US3024712A (en) Grating
DE29912526U1 (en) Punching shear reinforcement for flat slabs
EP1312722B1 (en) Construction element for a ceiling construction and ceiling construction in a building
DE3308473C2 (en) Beam or ribbed ceiling
DE2658020B2 (en) Reinforced concrete ceiling supported by supports

Legal Events

Date Code Title Description
AK Designated states

Kind code of ref document: A1

Designated state(s): CA MX

AL Designated countries for regional patents

Kind code of ref document: A1

Designated state(s): AT BE CH DE DK ES FI FR GB GR IE IT LU MC NL PT SE

DFPE Request for preliminary examination filed prior to expiration of 19th month from priority date (pct application filed before 20040101)
121 Ep: the epo has been informed by wipo that ep was designated in this application
WWE Wipo information: entry into national phase

Ref document number: 1996929734

Country of ref document: EP

ENP Entry into the national phase

Ref document number: 2234694

Country of ref document: CA

Ref country code: CA

Ref document number: 2234694

Kind code of ref document: A

Format of ref document f/p: F

WWP Wipo information: published in national office

Ref document number: 1996929734

Country of ref document: EP

WWW Wipo information: withdrawn in national office

Ref document number: 1996929734

Country of ref document: EP