US3712010A - Prestressed metal and concrete composite structure - Google Patents

Prestressed metal and concrete composite structure Download PDF

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US3712010A
US3712010A US00064577A US3712010DA US3712010A US 3712010 A US3712010 A US 3712010A US 00064577 A US00064577 A US 00064577A US 3712010D A US3712010D A US 3712010DA US 3712010 A US3712010 A US 3712010A
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prestressed
concrete
opposite ends
sheet members
rods
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M Porter
C Ekberg
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University of Iowa Research Foundation UIRF
Iowa State University Research Foundation ISURF
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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
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs

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  • SHEET 1 [IF 2 PRESTRESSED METAL AND CONCRETE COMPOSITE STRUCTURE Lightweight or light gage metal forms are being used in conjunction with concrete to provide floor systems in buildings and bridges. The light gage metal form shoring under many construction situations and also reduces the possible span length.
  • a further object of this invention is to provide a prestressed form which is prestressed by means of tendons attached at the ends thereof.
  • a further object of this invention is to provide a prestressed form which is prestressed by means of tendons attached at the ends thereof and at various points along the length of the form.
  • a further object of this invention is to provide a prestressed form which is cambered to offset the deflection of the dead load imposed thereon.
  • a further object of this invention is to provide a prestressed form which cooperates with the concrete supported thereon to compositely resist live loading.
  • a further object of this invention is to provide a prestressed form which reduces the amount of shoring.
  • a further object of this invention is to provide a prestressed form which is economical of manufacture.
  • FIG. 1 is a fragmentary perspective view of the concrete form of this invention
  • FIG. 2 is a longitudinal sectional view of the form of FIG. 1 in a prestressed condition prior to the concrete being placed thereon;
  • FIG. 3 is a view similar to FIG. 2 except that the concrete has been placed on the form thereby deflecting the same;
  • FIG. 4 is a sectional view as seen along lines 4 4 of FIG. 3;
  • FIG. 5 is a fragmentary exploded perspective view of a modified version of the form
  • FIG. 6 is a longitudinal sectional view of the form seen in FIG. 5 illustrating the form in a prestressed condition before the concrete has been placed thereon;
  • FIG. 7 is a view similar to FIG. 6 illustrating the form of FIGS. 5 and 6 after the concrete has been placed thereon;
  • FIG. 8 is a fragmentary end view of the form of FIG. 5 with portions thereof cut away to more fully illustrate the invention and illustrating the form after the concrete has been placed thereon;
  • FIG. 9 is a partial exploded perspective view of another version of the form.
  • FIG. 10 is a longitudinal sectional view of the form of FIG. 9 illustrating the form in a prestressed condition before the concrete has been placed thereon;
  • FIG. 11 is a view similar to FIG. 10 but which illustrates the form after the concrete has been placed thereon;
  • FIG. 12 is a sectional view as seen along lines 12 12 of FIG. I];
  • FIG. 13 is a partial exploded perspective view of still another modified version of the form.
  • FIG. 14 is a longitudinal sectional view of the form of FIG. 13 illustrating the form in a prestressed condition prior to the concrete being placed'thereon;
  • FIG. 15 is a partial sectional view similar to FIG. 14 illustrating the form after the concrete has been placed thereon;
  • FIG. 16 is an enlarged sectional view as seen along lines 16 16 of FIG. 15;
  • FIG. 17 is an enlarged sectional view as seen along lines 17 17 ofFIG. 15.
  • FIGS. 1 4 The form seen in FIGS. 1 4 is generally designated by the reference numeral 10 and includes a plurality of alternately spaced ridges l2 and grooves 14 thereby giving the form a corrugated appearance.
  • An L-shaped bracket 16 is secured to form 10 at the opposite ends of the grooves 14 by welding or the like as illustrated in FIG. 1 and is adapted to receive the opposite ends of the tendon or rod 18 extending therethrough.
  • Tendon 18 is securedto the brackets 16 by means of nuts 20. The nuts 20 are tightened on the'tendon 18 to cause the form 10 to be cambered upwardly in the manner illustrated in FIG. 2.
  • the form 10 is supported at its opposite ends by beams 22 and 24 as illustrated in FIG. 2.
  • the concrete 26 is then poured onto the form 10 and the dead weight of the concrete causes the form 10 to be deflected downwardly from its cambered position of FIG. 2 to a substantially horizontal position as illustrated in FIG. 3.
  • the prestressing of the form 10 by the tendons I8 offsets the deflection due to the dead load of the concrete topping 26.
  • the prestressed form 10 and the concrete topping act compositely to resist live loading.
  • the modified version of the form of this invention seen in FIGS. 5 8 is generally designated by the reference numeral 28 and is comprised of a plurality of alternate ridges 30 and grooves 32 as illustrated in FIG. 5.
  • the opposite ends of the form 28 have been slightly modified from the form 10 seen in FIG. 1 in that the ends of form 28 have been cut to provide flaps or flanges 34, 36 and 38 at the ends of the grooves 32.
  • the flaps are folded inwardly with respect to each other so that the respective openings formed therein register to permit one end of the tendon 40 to extend thercthrough as illustrated in FIGS. Sand 8.
  • the tendons 40 are secured at their mid-points to the form 28 by any convenient means such as welding or the like as illustrated in FIG. 6.
  • the tightening of the nuts 42 on the tendon 40 cause the form to be prestressed to upwardly camber as illustrated in FIG. 6.
  • the form 28 is positioned between the supporting beams 44 and 46 and the concrete 48 is then placed thereon.
  • the dead weight of the concrete topping 48 causes the form 28 to be deflected downwardly from the position of FIG. 6 to the substantially horizontal position seen in FIG. 7.
  • the prestressing of the form 28 provides a means of cambering the form in an upward direction to offset the deflection due to the dead load of the topping.
  • the prestressed form 28 and the concrete topping 48 act compositely to resist live loading. It should be noted that the only difference in the form 28 and the form is the means of fastening the ends of the tendons to the forms and the fact that the tendon 40 is bent downwardly at its center to facilitate the attachment of the tendon 40 to the form 28.
  • the modified version of the form seen in FIGS. 9 12 is generally designated by the reference numeral 50 and is comprised of a plurality of alternately spaced ridges 52 and grooves 54.
  • L-shaped brackets 56 are secured to the undersides of the ridges 52 at the opposite ends thereof by welding or the like and are adapted to receive the opposite ends of a tendon 58 extending therethrough.
  • the tendon 58 is bowed downwardly and a post 60 connects the center of the tendon 58 with the underside of the form 50 as illustrated in FIG. 10.
  • the tightening of the nuts 62 on the tendons 58 causes form 50 to be prestressed thereby creating an upward camber as illustrated in FIG. 10.
  • the form or forms 50 are then placed between the supporting beams 64 and 66 (FIG. 10) and the concrete 68 is then placed thereon.
  • the dead weight of the concrete 68 causes the form 50 to be deflected downwardly from the position of FIG. 10 to the position of FIG. 11.
  • the tightening of the nut 62 on the tendons 58 prestresses the form 50 to camber the form upwardly to offset the deflection due to the dead load of the concrete topping 68.
  • the prestressed form 50 and the concrete topping 68 act compositely to resist live loadmg.
  • the modified version of the form of this invention seen in FIGS. 13 17 is generally designated by the reference numeral 70 and includes a plurality of alternately spaced ridges 72 and grooves 74.
  • a bracket 76 is secured to form 70 at opposite ends of the grooves 74 by any convenient means such as welding or the like as illustrated in FIG. 13.
  • Each of the brackets 76 include a horizontal base portion 78, vertical portion 80 and support arms 82 and 84 extending between the upper end of vertical portion 80 and the outer end of base 76 as best seen in FIG. 13.
  • Each of the brackets 76 have an opening 86 formed therein adapted to receive one end of the tendon 88 extending therethrough.
  • the tendons 88 are bent downwardly to facilitate theattachment of their mid-point 90 to the form 70 by welding or the like as illustrated in FIG. 14.
  • Tendon 88 is also tied to the form 70 by means of spaced apart U- bolts 92 and 94 or the. like extending therearound and secured to form 70 by any convenient means such as welding or the like.
  • the form 70 is prestressed by simply tightening the nuts 96 on the tendon 86 to cause the form 70 to be cambered upwardly to the position illustrated in FIG. 14.
  • the form or forms 70 are then placed between the supporting beams 98 and 100 (FIG.
  • the concrete.l02 (FIG. 15) is then placedthereon.
  • the dead weight of the concrete topping 102 causes the form 70 to be deflected downwardly from the cambered position of FIG. 14 to the level position of FIG. 15.
  • the prestressing of the form 70 to cause an upward camber offsets the deflection due to the dead load of the concrete topping 102.
  • the prestressed form and the concrete topping 102 can act compositely to resist live loading.
  • the various versions of the prestressed form of this invention illustrate the fact that the tendon employed therein may be of various drape patterns which would depend on the need and efficiency of construction. It can be appreciated that the prestressed forms of this invention could be of any length or width depending upon the particular construction requirement.
  • the prestressed forms of this invention reduce the amount of shoring required in various construction techniques and thus substantially reduce the cost of the construction.
  • the prestressed light gage metal form illustrated in the drawings is a major improvement in floor system construction in bridges, buildings, parking garages, etc. While the drawings illustrate the forms to be of the corrugated type, the forms could be of a flat metal construction. It should be noted that the forms may be supported by two or more supporting beams. In other words, the forms could pass over several supporting beams. Thus it can be seen that the invention accomplishes at least all of its stated objectives.
  • said sheet members having a plurality of alternate ridges and grooves formed therein extending between said opposite ends,
  • said sheet member having foldable flap elements at the ends of said grooves

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

A prestressed form of lightweight metal construction which is adapted to be supported between beams and which is adapted to support a poured concrete floor or the like. The form is prestressed by means of tendons attached at the ends thereof and at various points along the length of the form. The prestressing of the forms provides a means of cambering the forms which offset the deflection due to the dead load imposed thereon. The prestressed form and the concrete supported thereby cooperate compositely to resist live loading.

Description

United States Patent 1 91 Porter et al. [451 Jan. 23, 1973 [541 PRESTRESSED METAL AND 2,577,582 12 1951 Hammitt ..52/225 CONCRETE COMPOSITE T U U 2,637,421 5/1953 Wolfard ..52/640 3,094,813 6/1963 Saxe ..52/336 Inventors: Max L. Porter; Carl E. Ekberg, both of Ames, Iowa [73] Assignee: Iowa State University Research Foundation, Ames, Iowa [22] Filed: Aug. 17, 1970 [21] Appl. No.: 64,577
[52] US. Cl. ..52/223, 52/283, 52/336 [51] Int. Cl. ..E04c 3/10, E04c 3/26 [58] Field of Search ..52/222, 223, 225, 226, 283, 52/336, 640, 724, 725
[56] References Cited 8 UNITED STATES PATENTS 2,510,958 6/1950 ,Coff ..52/225 736,718 8/1903 Grimm ..52/225 793,358 6/1905 Doyle ..52/225 894,090 7/1908 Williams ..52/724 1,243,000 10/1917 Stewart ..52/223 R 2,382,139 8/1945 Cueni ..52/223 R FOREIGN PATENTS OR APPLICATIONS 194,117 12/1957 Australia ..52/336 Great Britain ..52/222 Primary Examiner-Henry C. Sutherland Att0rney--Zarley, McKee & Thomte ABSTRACT along the length of the form. The prestressing of the forms provides a means of cambering the forms which offset the deflection due to the dead load imposed thereon. The prestressed form and the concrete supported thereby cooperate compositely to resist live loading.
3 Claims, 17 Drawing Figures PATENTED A 2 3,712,010
SHEET 1 [IF 2 PRESTRESSED METAL AND CONCRETE COMPOSITE STRUCTURE Lightweight or light gage metal forms are being used in conjunction with concrete to provide floor systems in buildings and bridges. The light gage metal form shoring under many construction situations and also reduces the possible span length.
Therefore, it is a principal object of this invention to provide a prestressed form of lightweight metal construction.
A further object of this invention is to provide a prestressed form which is prestressed by means of tendons attached at the ends thereof.
A further object of this invention is to provide a prestressed form which is prestressed by means of tendons attached at the ends thereof and at various points along the length of the form.
A further object of this invention is to provide a prestressed form which is cambered to offset the deflection of the dead load imposed thereon.
A further object of this invention is to provide a prestressed form which cooperates with the concrete supported thereon to compositely resist live loading.
A further object of this invention is to provide a prestressed form which reduces the amount of shoring.
A further object of this invention is to provide a prestressed form which is economical of manufacture.
These and other objects will be apparent to those skilled in the art.
This invention consists in the construction, arrangements and combination of the various parts of the device, whereby the objects contemplated are attained as hereinafter more fully set forth, specifically pointed out in the claims, and illustrated in the accompanying drawings in which:
FIG. 1 is a fragmentary perspective view of the concrete form of this invention;
FIG. 2 is a longitudinal sectional view of the form of FIG. 1 in a prestressed condition prior to the concrete being placed thereon;
FIG. 3 is a view similar to FIG. 2 except that the concrete has been placed on the form thereby deflecting the same;
FIG. 4 is a sectional view as seen along lines 4 4 of FIG. 3;
FIG. 5 is a fragmentary exploded perspective view of a modified version of the form;
FIG. 6 is a longitudinal sectional view of the form seen in FIG. 5 illustrating the form in a prestressed condition before the concrete has been placed thereon;
FIG. 7 is a view similar to FIG. 6 illustrating the form of FIGS. 5 and 6 after the concrete has been placed thereon;
FIG. 8 is a fragmentary end view of the form of FIG. 5 with portions thereof cut away to more fully illustrate the invention and illustrating the form after the concrete has been placed thereon;
FIG. 9 is a partial exploded perspective view of another version of the form;
FIG. 10 is a longitudinal sectional view of the form of FIG. 9 illustrating the form in a prestressed condition before the concrete has been placed thereon;
FIG. 11 is a view similar to FIG. 10 but which illustrates the form after the concrete has been placed thereon;
FIG. 12 is a sectional view as seen along lines 12 12 of FIG. I];
FIG. 13 is a partial exploded perspective view of still another modified version of the form;
FIG. 14 is a longitudinal sectional view of the form of FIG. 13 illustrating the form in a prestressed condition prior to the concrete being placed'thereon;
FIG. 15 is a partial sectional view similar to FIG. 14 illustrating the form after the concrete has been placed thereon;
FIG. 16 is an enlarged sectional view as seen along lines 16 16 of FIG. 15; and
FIG. 17 is an enlarged sectional view as seen along lines 17 17 ofFIG. 15.
The form seen in FIGS. 1 4 is generally designated by the reference numeral 10 and includes a plurality of alternately spaced ridges l2 and grooves 14 thereby giving the form a corrugated appearance. An L-shaped bracket 16 is secured to form 10 at the opposite ends of the grooves 14 by welding or the like as illustrated in FIG. 1 and is adapted to receive the opposite ends of the tendon or rod 18 extending therethrough. Tendon 18 is securedto the brackets 16 by means of nuts 20. The nuts 20 are tightened on the'tendon 18 to cause the form 10 to be cambered upwardly in the manner illustrated in FIG. 2. The form 10 is supported at its opposite ends by beams 22 and 24 as illustrated in FIG. 2. The concrete 26 is then poured onto the form 10 and the dead weight of the concrete causes the form 10 to be deflected downwardly from its cambered position of FIG. 2 to a substantially horizontal position as illustrated in FIG. 3. Thus, the prestressing of the form 10 by the tendons I8 offsets the deflection due to the dead load of the concrete topping 26. After the application of the concrete 26, the prestressed form 10 and the concrete topping act compositely to resist live loading.
The modified version of the form of this invention seen in FIGS. 5 8 is generally designated by the reference numeral 28 and is comprised of a plurality of alternate ridges 30 and grooves 32 as illustrated in FIG. 5.- The opposite ends of the form 28 have been slightly modified from the form 10 seen in FIG. 1 in that the ends of form 28 have been cut to provide flaps or flanges 34, 36 and 38 at the ends of the grooves 32. The flaps are folded inwardly with respect to each other so that the respective openings formed therein register to permit one end of the tendon 40 to extend thercthrough as illustrated in FIGS. Sand 8. The tendons 40 are secured at their mid-points to the form 28 by any convenient means such as welding or the like as illustrated in FIG. 6. The tightening of the nuts 42 on the tendon 40 cause the form to be prestressed to upwardly camber as illustrated in FIG. 6. The form 28 is positioned between the supporting beams 44 and 46 and the concrete 48 is then placed thereon. The dead weight of the concrete topping 48 causes the form 28 to be deflected downwardly from the position of FIG. 6 to the substantially horizontal position seen in FIG. 7. Thus, the prestressing of the form 28 provides a means of cambering the form in an upward direction to offset the deflection due to the dead load of the topping. After the concrete topping has been applied to the form 28, the prestressed form 28 and the concrete topping 48 act compositely to resist live loading. It should be noted that the only difference in the form 28 and the form is the means of fastening the ends of the tendons to the forms and the fact that the tendon 40 is bent downwardly at its center to facilitate the attachment of the tendon 40 to the form 28.
The modified version of the form seen in FIGS. 9 12 is generally designated by the reference numeral 50 and is comprised of a plurality of alternately spaced ridges 52 and grooves 54. L-shaped brackets 56 are secured to the undersides of the ridges 52 at the opposite ends thereof by welding or the like and are adapted to receive the opposite ends of a tendon 58 extending therethrough. The tendon 58 is bowed downwardly and a post 60 connects the center of the tendon 58 with the underside of the form 50 as illustrated in FIG. 10. The tightening of the nuts 62 on the tendons 58 causes form 50 to be prestressed thereby creating an upward camber as illustrated in FIG. 10. The form or forms 50 are then placed between the supporting beams 64 and 66 (FIG. 10) and the concrete 68 is then placed thereon. The dead weight of the concrete 68 causes the form 50 to be deflected downwardly from the position of FIG. 10 to the position of FIG. 11. Thus, the tightening of the nut 62 on the tendons 58 prestresses the form 50 to camber the form upwardly to offset the deflection due to the dead load of the concrete topping 68. After the topping 68 has been applied to the form 50, the prestressed form 50 and the concrete topping 68 act compositely to resist live loadmg.
The modified version of the form of this invention seen in FIGS. 13 17 is generally designated by the reference numeral 70 and includes a plurality of alternately spaced ridges 72 and grooves 74. A bracket 76 is secured to form 70 at opposite ends of the grooves 74 by any convenient means such as welding or the like as illustrated in FIG. 13. Each of the brackets 76 include a horizontal base portion 78, vertical portion 80 and support arms 82 and 84 extending between the upper end of vertical portion 80 and the outer end of base 76 as best seen in FIG. 13. Each of the brackets 76 have an opening 86 formed therein adapted to receive one end of the tendon 88 extending therethrough. The tendons 88 are bent downwardly to facilitate theattachment of their mid-point 90 to the form 70 by welding or the like as illustrated in FIG. 14. Tendon 88 is also tied to the form 70 by means of spaced apart U- bolts 92 and 94 or the. like extending therearound and secured to form 70 by any convenient means such as welding or the like. The form 70 is prestressed by simply tightening the nuts 96 on the tendon 86 to cause the form 70 to be cambered upwardly to the position illustrated in FIG. 14. The form or forms 70 are then placed between the supporting beams 98 and 100 (FIG.
I4) and the concrete.l02 (FIG. 15) is then placedthereon. The dead weight of the concrete topping 102 causes the form 70 to be deflected downwardly from the cambered position of FIG. 14 to the level position of FIG. 15. Thus, the prestressing of the form 70 to cause an upward camber offsets the deflection due to the dead load of the concrete topping 102. After application of the concrete topping 10 the prestressed form and the concrete topping 102 can act compositely to resist live loading.
The various versions of the prestressed form of this invention illustrate the fact that the tendon employed therein may be of various drape patterns which would depend on the need and efficiency of construction. It can be appreciated that the prestressed forms of this invention could be of any length or width depending upon the particular construction requirement. The prestressed forms of this invention reduce the amount of shoring required in various construction techniques and thus substantially reduce the cost of the construction. The prestressed light gage metal form illustrated in the drawings is a major improvement in floor system construction in bridges, buildings, parking garages, etc. While the drawings illustrate the forms to be of the corrugated type, the forms could be of a flat metal construction. It should be noted that the forms may be supported by two or more supporting beams. In other words, the forms could pass over several supporting beams. Thus it can be seen that the invention accomplishes at least all of its stated objectives.
Some changes may be made in the construction and arrangement of our prestressed light gage metal form and the method of making the same without departing from the real spirit and purpose of our invention, and it is our intention to cover by our claims, any modified forms of structure or use of mechanical equivalents which may be reasonably included within their scope.
We claim:
1. In a concrete structure,
a plurality of elongated metal sheet members having opposite ends,
a plurality of spaced apart tendon rods secured at their opposite ends to the opposite ends of said sheet members and stressing said sheet members to cause said sheet member to be normally cambered,
concrete material on said sheet member, said concrete material holding said cambered sheet members in a position at least partially straightened with respect to said normal cambered position,
said sheet members having a plurality of alternate ridges and grooves formed therein extending between said opposite ends,
said rods being mounted in said grooves,
said sheet member having foldable flap elements at the ends of said grooves,
said flap elements being folded upon themselves,
the opposite ends of said rods extending through and being detachably secured to said folded'flap elements.
2. The structure of claim 1 wherein said rods are also secured to said sheet members intermediate the ends thereof.
3. The structure of claim 1 wherein said rods are also secured to said sheet members midway between the ends thereof.
It I i I i

Claims (3)

1. In a concrete structure, a plurality of elongated metal sheet members having opposite ends, a plurality of spaced apart tendon rods secured at their opposite ends to the opposite ends of said sheet members and stressing said sheet members to cause said sheet member to be normally cambered, concrete material on said sheet member, said concrete material holding said cambered sheet members in a position at least partially straightened with respect to said normal cambered position, said sheet members having a plurality of alternate ridges and grooves formed therein extending between said opposite ends, said rods being mounted in said grooves, said sheet member having foldable flap elements at the ends of said grooves, said flap elements being folded upon themselves, the opposite ends of said rods extending through and being detachably secured to said folded flap elements.
2. The structure of claim 1 wherein said rods are also secured to said sheet members intermediate the ends thereof.
3. The structure of claim 1 wherein said rods are also secured to said sheet members midway between the ends thereof.
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US3967426A (en) * 1972-05-08 1976-07-06 Epic Metals Corporation Reinforced composite slab assembly
US4493177A (en) * 1981-11-25 1985-01-15 Grossman Stanley J Composite, pre-stressed structural member and method of forming same
WO1988001330A1 (en) * 1986-08-22 1988-02-25 Vainionpaeae Pentti W Method for making a casting on a profile sheet, and profile sheet for the application of the method
WO1988009850A1 (en) * 1987-06-05 1988-12-15 John Lysaght (Australia) Limited Anchorages in composite steel and concrete structural members
US4809474A (en) * 1988-04-01 1989-03-07 Iowa State University Research Foundation, Inc. Prestressed composite floor slab and method of making the same
US4993094A (en) * 1987-03-27 1991-02-19 Scetauroute Bridge comprising a bridge floor and elements supporting said floor, particularly a long span cable-stayed bridge, and process of construction
EP0474310A1 (en) * 1990-09-06 1992-03-11 Hollandsche Beton Groep N.V. Method for the production of a steel plate concrete floor
WO1998016358A1 (en) * 1996-10-15 1998-04-23 Sune Lundin Kb Face material and its manufacturing process
EP1258574A2 (en) * 2001-05-16 2002-11-20 Rautaruukki OYJ A load-bearing composite slab for buildings
WO2003100184A1 (en) * 2002-05-27 2003-12-04 University Of Western Sydney Reinforced structural steel decking
WO2004101906A1 (en) * 2003-05-13 2004-11-25 Offshield Limited Flooring
US20050016093A1 (en) * 2003-07-22 2005-01-27 Buarque De Macedo Pedro M. Prestressed, strong foam glass tiles
WO2007110136A1 (en) * 2006-03-29 2007-10-04 Corus Uk Ltd. Method for producing a composite floor deck, and kit of parts therefor
CN100356014C (en) * 2003-05-13 2007-12-19 奥弗西尔德有限公司 Flooring
US8800232B1 (en) * 2011-04-04 2014-08-12 LEK Innovations, LLC Flange shear connection for precast concrete structures
US20140318056A1 (en) * 2012-05-09 2014-10-30 Farid Abugattas Prestressed, cambered and composite cellular steel decking floor system
CN104929292A (en) * 2015-06-04 2015-09-23 扬州大学 Combined plate adopting profiled steel plate without adhesive prestress and concrete
KR101640079B1 (en) * 2016-02-04 2016-07-18 주식회사 목양종합건축사사무소 Deckplate using end anchorage device and the composite slab construction method therewith
WO2016122302A1 (en) * 2015-01-28 2016-08-04 Kaltia Consultoria Y Proyectos, S.A. De C.V. Prefabricated system for floor slabs and roofs with structural bamboo
KR20170132947A (en) * 2016-05-24 2017-12-05 서울시립대학교 산학협력단 Tendon fixing system of long span fire resistance deck strained at deck end and construction method of the same
CN109689987A (en) * 2016-07-06 2019-04-26 Pt布林克有限公司 Method, hypocrateriform modular architectural component and the correlation technique and modular architectural column assembly of constructing module building
US10501956B2 (en) 2015-08-10 2019-12-10 MAE Housing, Inc. Hurricane, tornado, flood, storm surge, forest fire and mud slide resistant house

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WO1988001330A1 (en) * 1986-08-22 1988-02-25 Vainionpaeae Pentti W Method for making a casting on a profile sheet, and profile sheet for the application of the method
US4993094A (en) * 1987-03-27 1991-02-19 Scetauroute Bridge comprising a bridge floor and elements supporting said floor, particularly a long span cable-stayed bridge, and process of construction
WO1988009850A1 (en) * 1987-06-05 1988-12-15 John Lysaght (Australia) Limited Anchorages in composite steel and concrete structural members
US4809474A (en) * 1988-04-01 1989-03-07 Iowa State University Research Foundation, Inc. Prestressed composite floor slab and method of making the same
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US8800232B1 (en) * 2011-04-04 2014-08-12 LEK Innovations, LLC Flange shear connection for precast concrete structures
US20140318056A1 (en) * 2012-05-09 2014-10-30 Farid Abugattas Prestressed, cambered and composite cellular steel decking floor system
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WO2016122302A1 (en) * 2015-01-28 2016-08-04 Kaltia Consultoria Y Proyectos, S.A. De C.V. Prefabricated system for floor slabs and roofs with structural bamboo
US10787811B2 (en) 2015-01-28 2020-09-29 Kaltia Consultoria Proyectos, S.A. De C.V. Prefabricated structural bamboo system for slabs and roofs
CN104929292A (en) * 2015-06-04 2015-09-23 扬州大学 Combined plate adopting profiled steel plate without adhesive prestress and concrete
CN104929292B (en) * 2015-06-04 2017-10-10 扬州大学 A kind of profiled sheet of use prestressing without bondn and the compoboard of concrete
US10501956B2 (en) 2015-08-10 2019-12-10 MAE Housing, Inc. Hurricane, tornado, flood, storm surge, forest fire and mud slide resistant house
KR101640079B1 (en) * 2016-02-04 2016-07-18 주식회사 목양종합건축사사무소 Deckplate using end anchorage device and the composite slab construction method therewith
KR20170132947A (en) * 2016-05-24 2017-12-05 서울시립대학교 산학협력단 Tendon fixing system of long span fire resistance deck strained at deck end and construction method of the same
CN109689987A (en) * 2016-07-06 2019-04-26 Pt布林克有限公司 Method, hypocrateriform modular architectural component and the correlation technique and modular architectural column assembly of constructing module building
EP3458651A4 (en) * 2016-07-06 2020-02-12 PT Blink Limited A method of constructing a modular building, a tray-like modular building component, and related method, and a modular building column assembly
US11746520B2 (en) 2016-07-06 2023-09-05 PT Blink Limited Method of constructing a modular building, a tray-like modular building component, and related method, and a modular building column assembly

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