US2936862A - Welded lattice girders - Google Patents
Welded lattice girders Download PDFInfo
- Publication number
- US2936862A US2936862A US499712A US49971255A US2936862A US 2936862 A US2936862 A US 2936862A US 499712 A US499712 A US 499712A US 49971255 A US49971255 A US 49971255A US 2936862 A US2936862 A US 2936862A
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- girder
- welded
- members
- chord
- section
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/11—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with non-parallel upper and lower edges, e.g. roof trusses
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0486—Truss like structures composed of separate truss elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0486—Truss like structures composed of separate truss elements
- E04C2003/0495—Truss like structures composed of separate truss elements the truss elements being located in several non-parallel surfaces
Definitions
- a welded lattice girder of triangular cross-section with two round steel rods as upper chord members and a round steel rod as a lower chord member characterised in that the upper and lower chord members are interconnected byA tice-work supports for roof rafters, in which the roof ⁇ battens or purlins must be secured by means of additional ridged sections or fastening means or the like, the invention makes it possible to secure a wooden batten to the upper side of the lattice girder in a simple manner, so that the purlins can be fastened to the batten by simple nailing as in a roof frame .of wood.
- the construction of the lattice girder according to the invention is very simple, as all the welding Yzones are readily accessibleand can be effected as groove seams and thus also from the point of view of welding technique can be produced easily both with the use of the simpler apparatus and with the smallest labour requirefor mass production. Further features of the invention appear from the following description and are vset forth in the claims.
- Figure 1 is a side view of a girder according vto the invention
- Figure 2 is a plan in the direction of the arrow II in Figure l,
- Figure 3 is a section on the line III- III of Figure 2
- Figure 4 is a part sectional view of a roof construction employing girders according to the invention.
- Figures 5 and 6 show details to a larger scale of parts within the circles IV and V of Figure 4,
- Figure 7 is a side view of the roof construction
- Figure 8 is a detail view to a larger scale of the part within the circle VIII of Figure 7.
- the illustrated girder consists largely of round steel rods and comprises two upper chord members 1, a lower chord member 2, and lattice-work-like strut or vertical members 3 and stay members 4; in consequence of the particular formation of the latter the girder has a triangular or V-shaped cross-section.
- the lower chord member 2 is bent towards the upper chord members 1 ments.
- the girder consequently is also very suitable atthe ends of the girder and the chord members are connected together at each end by means of an angle piece 5 to which they are welded, the angle pieces 5 also serving for mounting means for securing the girder for example to a building structure and also at the ridge when the girders serve as roof spars or rafters.
- the chord members 1 and 2' and also the strut'members 3 and stay members 4 all consisting of round steel rods are all also connected together by means of welding.
- the double diagonal stay members 4 the number of welding positions is reduced in comparison with single stays; they can be bent in one working stage and simultaneously cut off at an angle with the tapering oi at their ends, whereby there is aiorded the possibility of joining them by llet welds considered highly favorable in the welding art.
- the struts 4 have ⁇ in plan view ( Figure 2) a Zfshaped form, without however lying in a single plane, but as can be seen from Figures l and 4, the limbs forming the diagonal stays are bent downwardly at equal angles indirection to the lower chord member 2 and lie one Vin each side plane ofthe girder.
- Figure 2 a piece of tube or sleeve 9 (Fig. 2), equal in length to half the width of the girder is welded to -theangle piece 5.
- a securing lug 10 Secured, for e.g. by welding, to the angle piece 6 in the central plane of the girder, is a securing lug 10 with an aperture 11.
- a bearing block 12 is secured by means of anchor bolts 13 to the building structure 14.
- the block' 12 serves for the reception of the fastening luglt), ya bolt 15 being inserted and screwed through the aperture 11 of the lug and likewise through an aperture in the bearing block 12.
- the girders are simultaneously connected in pairs to form three joint structures and at the same time all connected to the rafters or roof supports'by means of a ridge tube 16 which is inserted through the sleeves 9.
- the girders according to the invention are suitable for every purpose in which it is desired to combine small weight with highv loading and large width of span; moreover the simplicity ofv the construction of the girders makes them particularly suitable for mass production;
- u LAY welded lattice girder of triangular cross section which comprises in combination: an upper chord'having two longitudinally extending rods of substantially circular cross section; a lower chord comprising a single longitudinally extending rod of substantially circular cross section; a plurality of strut members spacedlongitudinally along said girder, each of said strut members being formed of an integral rod and having the shape of a closed triangle with the tip of the triangle welded to the lower chord and with the base of the triangle extending transverse to the longitudinal direction of the upper chordl and welded thereto, said triangular strut members being located in planes respectively arranged perpendicular to both said upper chordand said lower chord; and a plurality of stay members alternating with said strut members, each stay member being formed of an integral rod comprising a cross piece transverse to the' longitudinal direction of the girder and welded to the two rods of the upper chord intermediate two of said struts and also comprising two diagonal portions respectively extending from the ends of said
- a girder according to claim l in which the two longitudinally extending rods forming the upper chord have their bottom sides welded. to the top sides of the base of the triangle-shaped strut' members and to the top sides of the cross pieces of said stay members.
- a welded lattice girder of triangulary cross section which comprises inY combination: an upper chordhaving two longitudinally extending rods of substantially circular cross section; a lower chord comprising a single longi tudinally extending rod of substantially circular cross section; a plurality of ⁇ strut members spaced longitudinally along said girder, each of said strut members being formed of an integral rod and having the shape of a closed triangle with the tip of the triangle welded to the lower chord and with the base of the triangle extending transverse to the longitudinal direction of the upper chord and welded thereto, said triangular strut members being located in planes respectively arranged perpendic ular to both said upper chord and said lower chord; a a plurality of stay members alternating with said strut members, each stay member being formed of an integral rod comprising a cross piece transverse to the longitudinal direction of the girder and welded to the two rods o ⁇ f the upper chord intermediate two of said stints and also comprising two diagonal'portions respectively extending from
- a welded lattice girder of triangular cross section which comprises in combination: an upper chord having two longitudinally extending rods of substantially circular cross section; a lower chord comprising a single longitudinally extending rod of substantially circular cross section; a plurality of strut members spaced longitudinally along said girder, each of said strut members being formed of an integral rod and having the shape of a closed triangle with the tip of the triangle welded to the lower chord and with the base of the triangle extending transverse to the longitudinal directionV of the upper chord and welded to the lower side thereof so that the upper' surface' of said base is located in a plane lower than the top surface of the respective adjacent portions of the longitudinally extending rods of said upper chord whereby the longitudinally extending rods of said upper chord form side rails for said base, said triangular strut members being located in planes respectively arranged perpendicular to both said upper chord and said lower chord; a plurality of stay members alternating with said strut members, each stay member being formed of an integral '
- a welded lattice girder of triangular crossV section which'comprises in combination: anvupper chord having two longitudinally extending rods of substantially circular cross section; a lower chord comprising a single longitudinally extending rod of substantiallyV circular cross section; a plurality of strut members spaced longitudinally along said girder, ⁇ each of said stint members being formed of an integral rod 4and having the shape of a closed triangle with the tip of the triangle welded to the lowerchord and with the base of the triangle extending transverse to the longitudinal direction of the upper chord and below the latter while being welded thereto, said triangular strut members being located in planes respectively arranged perpendicular to both said upper chord and said lower4 chord; a plurality of stay members alternating with said strut members, each stay member being formed of an integral rod and comprising a cross piece transverse to the longitudinal direction of the girder and extending below the upper chord while being welded thereto, each stay member also comprising two diagonal portions-respectively extending from the ends
Description
May 17, 1960 E. CVIKL 2,936,862
WELDED LATTICE GIRDERS Filed April 6. 1955 2 Sheets-Sheet 1 May 17, 1950 E. CV|K| WELDED LATTICE GIRDERS 2 Sheets-Sheet 2 Filed April 6, 1955 United States Patent O y WELDED LATTICE GIRDERS Ernst Cvikl, Homburg, Germany, assignor of one-half to Marcello Germani, Milan, Italy Application April 6, 1955, Serial No. 499,712 Claims priority, application Germany April 7, 1954 Claims. (Cl. 189-37) This invention relates to welded lattice girders of triangular cross-section, and an object of the invention is to provide an improved girderA formed largely of round steel rods and particularly suitable for use as a roof support or rafter. o
According to the invention there is provided a welded lattice girder of triangular cross-section with two round steel rods as upper chord members and a round steel rod as a lower chord member, characterised in that the upper and lower chord members are interconnected byA tice-work supports for roof rafters, in which the roof` battens or purlins must be secured by means of additional ridged sections or fastening means or the like, the invention makes it possible to secure a wooden batten to the upper side of the lattice girder in a simple manner, so that the purlins can be fastened to the batten by simple nailing as in a roof frame .of wood.
From the point of view of technical production, the construction of the lattice girder according to the invention is very simple, as all the welding Yzones are readily accessibleand can be effected as groove seams and thus also from the point of view of welding technique can be produced easily both with the use of the simpler apparatus and with the smallest labour requirefor mass production. Further features of the invention appear from the following description and are vset forth in the claims.
The invention is illustrated by way of example in the accompanying drawings in which:
Figure 1 is a side view of a girder according vto the invention,
Figure 2 is a plan in the direction of the arrow II in Figure l,
Figure 3 is a section on the line III- III of Figure 2,
Figure 4 is a part sectional view of a roof construction employing girders according to the invention,
Figures 5 and 6 show details to a larger scale of parts within the circles IV and V of Figure 4,
Figure 7 is a side view of the roof construction, and
Figure 8 is a detail view to a larger scale of the part within the circle VIII of Figure 7.
The illustrated girder consists largely of round steel rods and comprises two upper chord members 1, a lower chord member 2, and lattice-work-like strut or vertical members 3 and stay members 4; in consequence of the particular formation of the latter the girder has a triangular or V-shaped cross-section. The lower chord member 2 is bent towards the upper chord members 1 ments. The girder consequently is also very suitable atthe ends of the girder and the chord members are connected together at each end by means of an angle piece 5 to which they are welded, the angle pieces 5 also serving for mounting means for securing the girder for example to a building structure and also at the ridge when the girders serve as roof spars or rafters. The chord members 1 and 2' and also the strut'members 3 and stay members 4 all consisting of round steel rods are all also connected together by means of welding.
As can be seen from Figure 3 in particular, the upper chord'members 1 abut the outer edges of yan elongated isosceles triangle standing upon its point. The shape of the thus formed geometrical iigure'being determined by the strut member 3. As will be seen from Figures 1 and 2, the lower ends of the vertical or strut member 3 are, at their points of contact with the lower chord member 2, arranged one in front of the other, which fact is of particular advantagefrom the point of welding because in this way throat seam or llet welds can easily and satisfactorily be employed. Y
Moreover, in view of the use of the double diagonal stay members 4 the number of welding positions is reduced in comparison with single stays; they can be bent in one working stage and simultaneously cut off at an angle with the tapering oi at their ends, whereby there is aiorded the possibility of joining them by llet welds considered highly favorable in the welding art.
The struts 4 have `in plan view (Figure 2) a Zfshaped form, without however lying in a single plane, but as can be seen from Figures l and 4, the limbs forming the diagonal stays are bent downwardly at equal angles indirection to the lower chord member 2 and lie one Vin each side plane ofthe girder. Their connecting points For securing the girder at the' ridge of a roof con-y nection, a piece of tube or sleeve 9 (Fig. 2), equal in length to half the width of the girder is welded to -theangle piece 5. Secured, for e.g. by welding, to the angle piece 6 in the central plane of the girder, is a securing lug 10 with an aperture 11.
The formation of a roof assembly by means of girders according to the invention is illustrated in particular in AFigure 4 in cross-section and in Figure 7 in side view.
The manner of securingthe girder to the building structure is illustrated by the detail in the circle VI of Figure 4 and isshown on a larger scale in Figure 6. A bearing block 12 is secured by means of anchor bolts 13 to the building structure 14. The block' 12 serves for the reception of the fastening luglt), ya bolt 15 being inserted and screwed through the aperture 11 of the lug and likewise through an aperture in the bearing block 12. At the ridge (see in particular Figure 5) the girders are simultaneously connected in pairs to form three joint structures and at the same time all connected to the rafters or roof supports'by means of a ridge tube 16 which is inserted through the sleeves 9. Through the one-sided or asymmetrical arrangement in each case of the sleeve 9 it is possible to employ a mass produced girder for alternative arrangement either on the right-hand or left-hand' side of a roof. is apparent in particular from Fig- Paiepied May 17, 1960l oneV of a pair of girders which is nearer to the viewer, whereas the sleeve or hinge' portion '9b belongs to the opposite girder which is completely coveredY from the view by the nist-mentioned girder. The battens 7 arranged on the girders make possible the easy fastening of the roofrbattens or purlins 18 for the reception of the roof tiles or the like (see in particular Figure 4). A wind brace 17 stiiens the thus produced roof Structure against wind forces.
In addition to roof structures, in particular for small roofs with wooden battens or sheathing,sthe girders according to the invention are suitable for every purpose in which it is desired to combine small weight with highv loading and large width of span; moreover the simplicity ofv the construction of the girders makes them particularly suitable for mass production;
u LAY welded lattice girder of triangular cross section which comprises in combination: an upper chord'having two longitudinally extending rods of substantially circular cross section; a lower chord comprising a single longitudinally extending rod of substantially circular cross section; a plurality of strut members spacedlongitudinally along said girder, each of said strut members being formed of an integral rod and having the shape of a closed triangle with the tip of the triangle welded to the lower chord and with the base of the triangle extending transverse to the longitudinal direction of the upper chordl and welded thereto, said triangular strut members being located in planes respectively arranged perpendicular to both said upper chordand said lower chord; and a plurality of stay members alternating with said strut members, each stay member being formed of an integral rod comprising a cross piece transverse to the' longitudinal direction of the girder and welded to the two rods of the upper chord intermediate two of said struts and also comprising two diagonal portions respectively extending from the ends of said cross piece in opposite directions with regard to the longitudinal direction of the girder, the free ends of said diagonal portions being welded to said lower chord at the tips of said two struts.
2. A girder according to claim l, in which the two longitudinally extending rods forming the upper chord have their bottom sides welded. to the top sides of the base of the triangle-shaped strut' members and to the top sides of the cross pieces of said stay members.
3. A welded lattice girder of triangulary cross section which comprises inY combination: an upper chordhaving two longitudinally extending rods of substantially circular cross section; a lower chord comprising a single longi tudinally extending rod of substantially circular cross section; a plurality of` strut members spaced longitudinally along said girder, each of said strut members being formed of an integral rod and having the shape of a closed triangle with the tip of the triangle welded to the lower chord and with the base of the triangle extending transverse to the longitudinal direction of the upper chord and welded thereto, said triangular strut members being located in planes respectively arranged perpendic ular to both said upper chord and said lower chord; a a plurality of stay members alternating with said strut members, each stay member being formed of an integral rod comprising a cross piece transverse to the longitudinal direction of the girder and welded to the two rods o`f the upper chord intermediate two of said stints and also comprising two diagonal'portions respectively extending from the ends of said cross piece in opposite directions with regard to the longitudinal direction of the girder, the free ends of said diagonal portions being welded to said lower chord at the tips of said two struts, and two connecting members respectively arranged at the ends of said girder and each respectively connecting the ends of said upper chord with the ends of said lower chord, one of lsaid connectingme'mbe'rs being providedwith a hinge-like outwardly directed extension locatedr inV substantially the central longitudinal plane of said girder and having a transverse bore therethrough and the other connecting member having connected thereto one tubular hinge portion only extending from one side of said girder to substantially said central longitudinal plane thereof.
4. A welded lattice girder of triangular cross section which comprises in combination: an upper chord having two longitudinally extending rods of substantially circular cross section; a lower chord comprising a single longitudinally extending rod of substantially circular cross section; a plurality of strut members spaced longitudinally along said girder, each of said strut members being formed of an integral rod and having the shape of a closed triangle with the tip of the triangle welded to the lower chord and with the base of the triangle extending transverse to the longitudinal directionV of the upper chord and welded to the lower side thereof so that the upper' surface' of said base is located in a plane lower than the top surface of the respective adjacent portions of the longitudinally extending rods of said upper chord whereby the longitudinally extending rods of said upper chord form side rails for said base, said triangular strut members being located in planes respectively arranged perpendicular to both said upper chord and said lower chord; a plurality of stay members alternating with said strut members, each stay member being formed of an integral 'rod comprising a cross piece transverse to the longitudinal direction of the girder and arranged below and Welded to the longitudinally extending rods of said upper chord, each stay member also comprising two diagonal portions respectively extending from the ends of said cross piece in opposite directions with regard to the longitudinal direction of the girder, the free ends of said diagonal portions being welded to said lower chord at the tips of adjacent struts, and a wooden hatten positioned between said rods of said upper chord and secured to those portions of the triangle-shaped strut members which extend between the longitudinal rods of the upper chord, said batten also being secured to those portions of the cross pieces of said stay members which are located between the longitudinal rods of said upper chord.
5. A welded lattice girder of triangular crossV section which'comprises in combination: anvupper chord having two longitudinally extending rods of substantially circular cross section; a lower chord comprising a single longitudinally extending rod of substantiallyV circular cross section; a plurality of strut members spaced longitudinally along said girder,` each of said stint members being formed of an integral rod 4and having the shape of a closed triangle with the tip of the triangle welded to the lowerchord and with the base of the triangle extending transverse to the longitudinal direction of the upper chord and below the latter while being welded thereto, said triangular strut members being located in planes respectively arranged perpendicular to both said upper chord and said lower4 chord; a plurality of stay members alternating with said strut members, each stay member being formed of an integral rod and comprising a cross piece transverse to the longitudinal direction of the girder and extending below the upper chord while being welded thereto, each stay member also comprising two diagonal portions-respectively extending from the ends of said cross piece in opposite directions with regard to the longitudinal direction of the girder, the free ends of said diagonal portions being welded to the lower chord at the tips of said two struts, and two connecting members respectively arranged at each end of said girder and respectively connecting the ends of saidupper chord with the endsof said lower chord, at least one end of said Vgirder being provided with a hinge-like sleeve extending from one side of said-girder to substantially the central longitudinal plane thereof.
(References onV following`- page) References Cited in the le of this patent UNITED STATES PATENTS Paurat June 12, 1956 McDonald Oct. 8, 1957 5 6 Y Great Britain May 20, 1948 Great Britain Dec. 10, 1948 Germany Nov. 22, 1951 Germany Sept. 3, 1953 Germany Sept. 24, 1953 Great Britain Nov. 10, 1954
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE2936862X | 1954-04-07 |
Publications (1)
Publication Number | Publication Date |
---|---|
US2936862A true US2936862A (en) | 1960-05-17 |
Family
ID=8001758
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US499712A Expired - Lifetime US2936862A (en) | 1954-04-07 | 1955-04-06 | Welded lattice girders |
Country Status (2)
Country | Link |
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US (1) | US2936862A (en) |
FR (1) | FR1121852A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4327532A (en) * | 1980-07-18 | 1982-05-04 | Kawneer Company, Inc. | Adjustable angle eave apparatus |
US4543761A (en) * | 1982-06-16 | 1985-10-01 | Grumman Aerospace Corporation | Joining techniques for large structures |
US4890437A (en) * | 1987-07-09 | 1990-01-02 | Quaile Allan T | Segmented arch structure |
US4961297A (en) * | 1988-12-07 | 1990-10-09 | Bernard Samuel D | Transportable weather resistant building enclosure |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2506813A1 (en) * | 1981-06-02 | 1982-12-03 | Bouygues Sa | Modular roofing panels - comprising large hollow insulated mouldings linked to resemble overlapping tile slate structures |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR596831A (en) * | 1925-04-16 | 1925-11-02 | Triangular construction device | |
GB602141A (en) * | 1945-11-12 | 1948-05-20 | George Charles Wright | Improvements in joists |
GB614171A (en) * | 1946-03-15 | 1948-12-10 | Alexander Mcmahon | Improvements in or connected with sectional structural frameworks |
DE822154C (en) * | 1948-10-05 | 1951-11-22 | Ernst Cvikl | Welded triangular lattice girder |
DE888762C (en) * | 1948-10-02 | 1953-09-03 | Gerhard Rode | Three-belt metal girders for the formation of roof trusses and roof trusses with such girders |
DE890860C (en) * | 1948-12-01 | 1953-09-24 | Gerhard Rode | Triangular support, especially for roof chairs |
GB718134A (en) * | 1951-03-08 | 1954-11-10 | Directie Vand E Staatsmijnen I | Improvements relating to girders, particularly for use in mine-roof supports |
US2749713A (en) * | 1951-08-02 | 1956-06-12 | Paurat Friedrich-Wilhelm | Supporting frames |
US2809074A (en) * | 1953-05-05 | 1957-10-08 | Mcdonald James Leonard | Structural beam with fire extinguisher |
-
1955
- 1955-04-06 US US499712A patent/US2936862A/en not_active Expired - Lifetime
- 1955-04-06 FR FR1121852D patent/FR1121852A/en not_active Expired
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR596831A (en) * | 1925-04-16 | 1925-11-02 | Triangular construction device | |
GB602141A (en) * | 1945-11-12 | 1948-05-20 | George Charles Wright | Improvements in joists |
GB614171A (en) * | 1946-03-15 | 1948-12-10 | Alexander Mcmahon | Improvements in or connected with sectional structural frameworks |
DE888762C (en) * | 1948-10-02 | 1953-09-03 | Gerhard Rode | Three-belt metal girders for the formation of roof trusses and roof trusses with such girders |
DE822154C (en) * | 1948-10-05 | 1951-11-22 | Ernst Cvikl | Welded triangular lattice girder |
DE890860C (en) * | 1948-12-01 | 1953-09-24 | Gerhard Rode | Triangular support, especially for roof chairs |
GB718134A (en) * | 1951-03-08 | 1954-11-10 | Directie Vand E Staatsmijnen I | Improvements relating to girders, particularly for use in mine-roof supports |
US2749713A (en) * | 1951-08-02 | 1956-06-12 | Paurat Friedrich-Wilhelm | Supporting frames |
US2809074A (en) * | 1953-05-05 | 1957-10-08 | Mcdonald James Leonard | Structural beam with fire extinguisher |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4327532A (en) * | 1980-07-18 | 1982-05-04 | Kawneer Company, Inc. | Adjustable angle eave apparatus |
US4543761A (en) * | 1982-06-16 | 1985-10-01 | Grumman Aerospace Corporation | Joining techniques for large structures |
US4890437A (en) * | 1987-07-09 | 1990-01-02 | Quaile Allan T | Segmented arch structure |
US4961297A (en) * | 1988-12-07 | 1990-10-09 | Bernard Samuel D | Transportable weather resistant building enclosure |
Also Published As
Publication number | Publication date |
---|---|
FR1121852A (en) | 1956-08-28 |
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