US2670060A - Floor structure - Google Patents
Floor structure Download PDFInfo
- Publication number
- US2670060A US2670060A US786198A US78619847A US2670060A US 2670060 A US2670060 A US 2670060A US 786198 A US786198 A US 786198A US 78619847 A US78619847 A US 78619847A US 2670060 A US2670060 A US 2670060A
- Authority
- US
- United States
- Prior art keywords
- floor
- members
- freight
- indentations
- depressions
- Prior art date
- Legal status (The legal status 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 status listed.)
- Expired - Lifetime
Links
- 238000007373 indentation Methods 0.000 description 17
- 208000020401 Depressive disease Diseases 0.000 description 15
- 239000000463 material Substances 0.000 description 11
- 229910000831 Steel Inorganic materials 0.000 description 9
- 239000010959 steel Substances 0.000 description 9
- 239000013521 mastic Substances 0.000 description 6
- 239000007767 bonding agent Substances 0.000 description 5
- 239000002131 composite material Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 239000002184 metal Substances 0.000 description 4
- 239000000047 product Substances 0.000 description 4
- 239000004568 cement Substances 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000004927 clay Substances 0.000 description 2
- 239000000839 emulsion Substances 0.000 description 2
- 238000009408 flooring Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000003921 oil Substances 0.000 description 2
- 239000000843 powder Substances 0.000 description 2
- 239000003082 abrasive agent Substances 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000001413 cellular effect Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000000254 damaging effect Effects 0.000 description 1
- 230000000994 depressogenic effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003995 emulsifying agent Substances 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 238000005498 polishing Methods 0.000 description 1
- 238000009877 rendering Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000000565 sealant Substances 0.000 description 1
- 125000005374 siloxide group Chemical group 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B62—LAND VEHICLES FOR TRAVELLING OTHERWISE THAN ON RAILS
- B62D—MOTOR VEHICLES; TRAILERS
- B62D25/00—Superstructure or monocoque structure sub-units; Parts or details thereof not otherwise provided for
- B62D25/20—Floors or bottom sub-units
- B62D25/2054—Load carrying floors for commercial vehicles
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61D—BODY DETAILS OR KINDS OF RAILWAY VEHICLES
- B61D17/00—Construction details of vehicle bodies
- B61D17/04—Construction details of vehicle bodies with bodies of metal; with composite, e.g. metal and wood body structures
- B61D17/10—Floors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
Definitions
- the present invention relates to improvements in metal structural elements, relating more particularly to steel structural members especially useful for constructing floors over which freight is moved or upon which it is stored, such as floors for freight cars, trucks, warehouses and the like.
- the present structural element can withstand hard usage without requiring repair or replacement but is economical to manufacture.
- Another object of the invention is to provide erally channel-shaped steel floor member having" a load-bearing panel containing strengthening indentations or depressions filled with a wear resistant non-metallic substance so that the floor.
- Still another object of the invention is to pro vide a floor composed of a plurality of floor members of the aforementioned general character and to provide such members with a structure permitting them to be placed side by side conveniently and effectively but spaced from each other to provide grooves or openings for receiving nails.
- strengthened. structure it is adapted to withstand its load without support from adjacent members so that the floor not only remains smooth but dishing is almost entirely avoided.
- the nail receiving grooves do not spread and are not otherwise deformed so that their effective operation is not impaired or prevented by dishing of the floor members as has often been the case heretofore.
- each floor member possesses a Finally, it is an object of the invention to provide an improved metallic nailable interior surface for freight conveyances or the like in which nailing grooves, as well as indentations or depressions in the load-bearing surface, are filled with a mastic or cementitious material rendering the freight conveyance suitable for carrying all kinds of ladingsincluding loose or unpackaged cargoes "such as grain; sand, etc. without loss through cracks, grooves, nailholes, split structural elements and the like; and to provide a surface possessing and retaining a relatively highcoefficient of friction as compared with slippery all-metal surfaces or composite:- metalzl and: wooden surfaces, so that flo'ating loads mayfibe .a
- Figure-.- l is a horizontal, fragmentary, crosssectional view-:- of a freight car embodyingthepresent invention.
- Figure 2 is an isometric view of a portion of the. floor:;structure of the freightcar illustrated in. Figure l and is taken alongtheline 2-2 of. Fig: ure l in;the direction of'thearrows.
- the reference numeral- I2 designateszmetallic sheathing; preferably in the form :of panelswhich comprise the -:so-called skin iplatesaformingathe outerside Walls 'of' the car;
- the other flangeisuti lized, to provide a similar. attaching'surface for metal sheathing or, plates l5 comprisingthe outer endswalloftheear...
- Thesheathing .or. platesll 6 areesecured -in .placein a..manner similarrto. the sheathing or plates l2, preyiously.mentioned,.-and
- the angle members l3 are welded or otherwise firmly secured to the frame of the car so that the sheathing i2 and I6 and the angles l3 provide a rigid wall structure enclosing the interior of the car.
- a curved cover plate I1 having a rounded corner is attached to the sheathing l2 and [6 at the corners of the car in order to reinforce the structure'and "to concealathe-angl member's I3.
- the reference numeral l8" designatesan inner wooden side wall or lining which is spaced from the outer metallic wall I2 and is held in place by suitablewstuds or upright supporting members spaced at intervals, two such studs being shown at 2El-and 2 I
- the end wall of the car also is provided *witli a'wooden inner wall or lining l9 placed directly-against the outer metallic end wall lfia.
- Thewoodenzinner wall or lining I8, 19 preferably rests upon suitable supports such as th'e side'anglemembers ill and H and may be reinforced if desired.
- corner pieces 2 2 may3i-be utilized.
- a fi,-best shown. in- Figure 2,.th'e members 21. are so positioned'thatan indentation or inwardlyv bent corrugationinbne. web ⁇ such as thecorrugatiOn .in the :web 30, mates .with':.a complementaryridg'e or outwardlygbent corrugas tion in the adjacent member. 2,1, such as the ridge, in the web .34. It. will be observed that thetirL-ldentation.
- each set. of. matinggridges land.indentationsvis. curvi-t. linearly. parallel causing the widtlrof: each. groove or. slot between adjacent members .21 to. be substantially: uniformthroughout its. depth.
- this ,width is approximately. equal: :to the thickness of a nail.
- Thegroove is adapted to maintainthe nail normal toe-the surface-ofthefloor and the; plurality of.
- such groove .- provides ready and convenient means fornailing; fasteningoules taining elements to the floor, such for instance, as the block 35.
- the nailing grooves are filled with a relatively soft, mastic or gummy material 49 acting as a sealant but which i adapted to receive a nail.
- each of the contiguous floor members 21 rests upon one of the side rails or angle members It or I l.
- the floor members 21 are also supported by longitudinal frame members 23 as well as by the central longitudinal sill member 25.
- the frame members 23 are preferably Z-shaped and are supported by the cross-beams or cross-bearers (not shown) forming a part of the car frame and mentioned hereinbefore.
- the reference numerals 26 and 28 designate a pair'of wooden strips disposed between the central sill member 25 and the floor members 21.
- each member 21 may be riveted to the angle members in or H while its intermediate portion may be welded to one or more of the 'Z-shaped supports 23. It will be noted that each member 21 is attached to its support independently of its adjacent member. Thus, such members are easy to repair or replace.
- the increased strength of the present floor members 21 prevents dishing or deformation thereof especially at the panel portion 29. Consequently, the nail receiving grooves are not spread or otherwise distorted by such dishing and remain fully operative throughout the useful life of the fioor members.
- the floor members can be secured together to strengthen the floor 9 especially to make it more rigid and resistant to swaying or buckling longitudinally of the conveyance.
- bridge-Welds may be used at spaced points along the top of each nailing groove to secure the floor members to each other.
- the strengthened structure of each member 21 causes it to resist dishing. Accordingly, in this case, too, the nail receiving grooves do not spread and are not distorted.
- each floor member 21 The outer or load-bearing surface of the panel 29 forming a part of each floor member 21 is provided with a plurality of indentations or de pressions 36 herein sometimes referred to as reinforcing ribs.
- these indentations and depressions are somewhat elongated, that is, they are relatively long as compared with their width.
- the indentations or depressions 38 are provided with a round or semi-circular contour in cross-section but possess upwardly inclined converging end walls which meet to provide a rounded end point smoothly merging into the surface of the panel 29.
- the indentations or depressions 36 are spaced from each other longitudinally throughout the length of each member 21, the major axis of each indentation running transversely of the member 21.
- the aforementioned arrangement of the indentations or de-' pressions 36 disposes the major'axes thereof at right angles relative to the parallel longitudinalaxes of the webs 30 and 3
- the mem bers 21 are strengthened against longitudinal deformation of the panels 29 inasmuch as the transversely extending depressions 3B stoutly resist such deformation.
- provide ample strength for resisting of the floor 9 do not dish the floor.
- transverse deformation of the member 21 if lift trucks are run lengthwise of the boxcar or if such transverse loading is otherwise imposed.
- axes of the depressions 36 could run obliquely relative to the longitudinal axes of the webs 39 and 3
- shape of the depressions or indentations 36 could differ from that illustrated provided that the surface of the panel 29 is kept smooth. Principally because of the elongated shape of the" vmember 21, it is much better to provide a some what elongated indentation or depression 39 sothat it may extend across substantially all ofa the width of the panel 29 in order to strengthen.
- the depressions or indentations 36 are filledwith an initially moldable non-metallic, mastic.
- the bonding agent a bituminous, aqueous emulsion containing an emulsifying agent as well as colloidal clay and asphalt.
- This bonding agent is preferably painted on or otherwise applied to, the walls of the depressions or indentations 36' prior to filling them with the moldable material itself.
- the latter may comprise a graded light-' weight cellular burned argillaceous, chemically inert aggregate, such as siloxide rock or a volcanic ash.
- the asphaltic base may be a prod uct similar to the bonding agent; that is, a bituminous, aqueous colloidal clay but, unlike the bonding agent, also containing a non-mineral fibre.
- the setting powder may be air entrained cement blended with other cement powders, such for example as a Portland puzzolan-type cement.
- the ingredients mentioned may be mixed with water to form a mortar-like product which can tion 36.
- One suitable material comprises an as-v phaltic bonding agent, an inert aggregate, an asphaltic base, and a cementitious setting agent, More particularly, I have successfully employed emulsion containing a.”
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Transportation (AREA)
- Chemical & Material Sciences (AREA)
- Physics & Mathematics (AREA)
- Combustion & Propulsion (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Pallets (AREA)
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US786198A US2670060A (en) | 1947-11-15 | 1947-11-15 | Floor structure |
| FR988714D FR988714A (fr) | 1947-11-15 | 1949-06-13 | Perfectionnements à un élément de construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US786198A US2670060A (en) | 1947-11-15 | 1947-11-15 | Floor structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US2670060A true US2670060A (en) | 1954-02-23 |
Family
ID=25137870
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US786198A Expired - Lifetime US2670060A (en) | 1947-11-15 | 1947-11-15 | Floor structure |
Country Status (2)
| Country | Link |
|---|---|
| US (1) | US2670060A (fr) |
| FR (1) | FR988714A (fr) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2941455A (en) * | 1954-11-29 | 1960-06-21 | Reliance Steel Prod Co | Composite grating structure |
| US2987014A (en) * | 1955-06-20 | 1961-06-06 | Pullman Inc | Freight vehicle lining |
| US4194330A (en) * | 1978-01-27 | 1980-03-25 | National Steel Corporation | Nailable steel floor channel with anti-skid surface |
| US4267954A (en) * | 1978-01-27 | 1981-05-19 | National Steel Corporation | Method of making nailable steel floor channels |
| US5653071A (en) * | 1993-05-17 | 1997-08-05 | Naigai Technica Co., Limited | Tire slip preventing construction formed on floor plate |
| US5758467A (en) * | 1996-12-13 | 1998-06-02 | North American Pipe Corporation | Inter-connectable, modular, deck member |
| US20070212523A1 (en) * | 2004-03-29 | 2007-09-13 | Nevison Dale C H | Mat |
| US20070284035A1 (en) * | 2004-03-29 | 2007-12-13 | Nevison Dale C H | Process for Bonding Grit into Mat Trenches |
| US20150315911A1 (en) * | 2014-05-02 | 2015-11-05 | Jack Kennedy Metal Products & Buildings, Inc. | Mine ventilation structure and a deck panel for such a structure |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NL85118C (fr) * | 1952-10-25 | |||
| FI105281B (fi) * | 1995-08-29 | 2000-07-14 | Vr Osakeyhtioe | Kennolattiarakenne |
Citations (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US848075A (en) * | 1906-02-07 | 1907-03-26 | Henry H Wainwright | Metal nosing for concrete steps and other structures. |
| US1622104A (en) * | 1926-11-06 | 1927-03-22 | John C King Lumber Company | Block flooring and process of making the same |
| US1681073A (en) * | 1928-02-03 | 1928-08-14 | American Mason Safety Tread Co | Stair nosing |
| US1900541A (en) * | 1931-07-01 | 1933-03-07 | Henry W Buelow | Structural element |
| US1965026A (en) * | 1930-05-14 | 1934-07-03 | Smith Corp A O | Sheet metal railway grade crossing |
| US1967620A (en) * | 1930-08-18 | 1934-07-24 | Truscon Steel Co | Metal floor beam construction |
| US2030515A (en) * | 1933-01-04 | 1936-02-11 | Cement Wrapped Pipe Company Lt | Method of manufacturing noncorrosive armored metal pipe |
| US2061825A (en) * | 1933-01-27 | 1936-11-24 | Internat Bitumen Emulsions Cor | Method of treating coated pipe |
| US2062843A (en) * | 1933-12-11 | 1936-12-01 | Stran Steel Corp | Structural element |
| US2068995A (en) * | 1933-12-12 | 1937-01-26 | Rangi Ltd | Coating and method of protecting surfaces against corrosion |
| US2084853A (en) * | 1935-04-15 | 1937-06-22 | Herbert E Marks | Floor and ceiling support |
| US2106390A (en) * | 1936-06-02 | 1938-01-25 | Norman E Crane | Building board |
| US2180317A (en) * | 1939-05-27 | 1939-11-14 | American Cyanamid & Chem Corp | Metal decking |
| US2216250A (en) * | 1935-08-20 | 1940-10-01 | Henry P Nelson | Stair tread and floor slab surfacing |
| US2261831A (en) * | 1941-01-16 | 1941-11-04 | Budd Wheel Co | Scaffolding structure |
| US2294550A (en) * | 1940-09-24 | 1942-09-01 | Carnegie Illionis Steel Corp | Portable deck |
| US2472100A (en) * | 1943-11-06 | 1949-06-07 | Koppers Co Inc | Bituminous mastic coated metal sheet |
-
1947
- 1947-11-15 US US786198A patent/US2670060A/en not_active Expired - Lifetime
-
1949
- 1949-06-13 FR FR988714D patent/FR988714A/fr not_active Expired
Patent Citations (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US848075A (en) * | 1906-02-07 | 1907-03-26 | Henry H Wainwright | Metal nosing for concrete steps and other structures. |
| US1622104A (en) * | 1926-11-06 | 1927-03-22 | John C King Lumber Company | Block flooring and process of making the same |
| US1681073A (en) * | 1928-02-03 | 1928-08-14 | American Mason Safety Tread Co | Stair nosing |
| US1965026A (en) * | 1930-05-14 | 1934-07-03 | Smith Corp A O | Sheet metal railway grade crossing |
| US1967620A (en) * | 1930-08-18 | 1934-07-24 | Truscon Steel Co | Metal floor beam construction |
| US1900541A (en) * | 1931-07-01 | 1933-03-07 | Henry W Buelow | Structural element |
| US2030515A (en) * | 1933-01-04 | 1936-02-11 | Cement Wrapped Pipe Company Lt | Method of manufacturing noncorrosive armored metal pipe |
| US2061825A (en) * | 1933-01-27 | 1936-11-24 | Internat Bitumen Emulsions Cor | Method of treating coated pipe |
| US2062843A (en) * | 1933-12-11 | 1936-12-01 | Stran Steel Corp | Structural element |
| US2068995A (en) * | 1933-12-12 | 1937-01-26 | Rangi Ltd | Coating and method of protecting surfaces against corrosion |
| US2084853A (en) * | 1935-04-15 | 1937-06-22 | Herbert E Marks | Floor and ceiling support |
| US2216250A (en) * | 1935-08-20 | 1940-10-01 | Henry P Nelson | Stair tread and floor slab surfacing |
| US2106390A (en) * | 1936-06-02 | 1938-01-25 | Norman E Crane | Building board |
| US2180317A (en) * | 1939-05-27 | 1939-11-14 | American Cyanamid & Chem Corp | Metal decking |
| US2294550A (en) * | 1940-09-24 | 1942-09-01 | Carnegie Illionis Steel Corp | Portable deck |
| US2261831A (en) * | 1941-01-16 | 1941-11-04 | Budd Wheel Co | Scaffolding structure |
| US2472100A (en) * | 1943-11-06 | 1949-06-07 | Koppers Co Inc | Bituminous mastic coated metal sheet |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2941455A (en) * | 1954-11-29 | 1960-06-21 | Reliance Steel Prod Co | Composite grating structure |
| US2987014A (en) * | 1955-06-20 | 1961-06-06 | Pullman Inc | Freight vehicle lining |
| US4194330A (en) * | 1978-01-27 | 1980-03-25 | National Steel Corporation | Nailable steel floor channel with anti-skid surface |
| US4267954A (en) * | 1978-01-27 | 1981-05-19 | National Steel Corporation | Method of making nailable steel floor channels |
| US5653071A (en) * | 1993-05-17 | 1997-08-05 | Naigai Technica Co., Limited | Tire slip preventing construction formed on floor plate |
| US5758467A (en) * | 1996-12-13 | 1998-06-02 | North American Pipe Corporation | Inter-connectable, modular, deck member |
| US20070212523A1 (en) * | 2004-03-29 | 2007-09-13 | Nevison Dale C H | Mat |
| US20070284035A1 (en) * | 2004-03-29 | 2007-12-13 | Nevison Dale C H | Process for Bonding Grit into Mat Trenches |
| US7462253B2 (en) | 2004-03-29 | 2008-12-09 | Nevison Dale C H | Process for bonding grit into mat trenches |
| US8163371B2 (en) | 2004-03-29 | 2012-04-24 | Nevison Dale C H | Mat |
| US20150315911A1 (en) * | 2014-05-02 | 2015-11-05 | Jack Kennedy Metal Products & Buildings, Inc. | Mine ventilation structure and a deck panel for such a structure |
| US9447685B2 (en) * | 2014-05-02 | 2016-09-20 | Jack Kennedy Metal Products & Buildings, Inc. | Mine ventilation structure and a deck panel for such a structure |
Also Published As
| Publication number | Publication date |
|---|---|
| FR988714A (fr) | 1951-08-30 |
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