US3475876A - Staggered reinforcement for concrete structures - Google Patents

Staggered reinforcement for concrete structures Download PDF

Info

Publication number
US3475876A
US3475876A US660001A US3475876DA US3475876A US 3475876 A US3475876 A US 3475876A US 660001 A US660001 A US 660001A US 3475876D A US3475876D A US 3475876DA US 3475876 A US3475876 A US 3475876A
Authority
US
United States
Prior art keywords
sections
reinforcement
section
rods
staggered
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
Application number
US660001A
Other languages
English (en)
Inventor
Georgi Oroschakoff
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 AT798666A external-priority patent/AT314162B/de
Priority claimed from AT329267A external-priority patent/AT320937B/de
Application filed by Individual filed Critical Individual
Application granted granted Critical
Publication of US3475876A publication Critical patent/US3475876A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
    • E04C5/0622—Open cages, e.g. connecting stirrup baskets
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
    • E04C5/04—Mats

Definitions

  • GEORGI OROSCHAKOFF may, Tm
  • This invention relates to a staggered reinforcement for concrete structures.
  • a long mesh section is used, which extends throughout the span from one support to the other, and a shorter mesh section is disposed over the long mesh section.
  • the mesh sections which are used at the present time are made with uniform dimensions of 600 cm. x 240 cm. and with different rod cross-sections. Each of the known types is thus made from rods which differ in thickness.
  • mesh sections are used as reinforcements for slablike elements, they are dimensioned with consideration of the maximum moment so that the consumption of steel is much larger than actually needed because the crosssectional area of steel required for the maximum moment is present throughout the length of the section but is utilized only in the region of the maximum moment. This unnecessary steel may amount to as much as 40% of the entire consumption.
  • the staggered reinforcement according to the invention consists particularly of a two-dimensional reinforcement, such as a steel grid mesh, and avoids the abovementioned disadvantage of known reinforcements in that it consists of two separate mesh sections, each shorter than the span of the slab, adapted to be superimposed from opposite ends of the span to form a staggered two-dimensional reinforcement which meets the static requirements.
  • the two-dimensional reinforcement designed to meet the requirements imposed by the span, load, static stress diagram and thickness of slab is divided into two standardized two-dimensional reinforcements, which can be manufactured industrially and form parts of a modular system having different mesh section lengths.
  • the term modular is here used in its general sense to refer to sections whose lengths are each an integral number of unit lengths. These sections are superimposed, beginning at the supports, to form the re quired two-dimensional reinforcement. It has been found that the required rod cross-section of a twodimensional reinforcement depends in an amount of 80% on the span and in an amount of only 20% on the usual loads and slab thicknesses. This determines the length increments between the modular sections for the two-dimensional reinforcements, depending on the cross-section of the rod which is employed.
  • the same provides also a staggered reinforcement for the load-carrying elements of reinforcedconcrete structures, this reinforcement consisting of at least two separate sections, which are two-dimensional or angle-shaped and can be assembled by being arranged one beside the other from opposite ends of the span.
  • the beam reinforcement consisting in the usual manner of a basket structure is composed of two-dimensional and/or angle-shaped modular sections, which are always used in pairs.
  • the sections may be alike or different.
  • Each of the sections of the reinforcements has one end disposed at the end of the span and another end terminating in the beam.
  • the rod cross-section of the resulting staggered reinforcement may be selected in keeping with the variation of the moment. This selection is effected in length by a displacement of the two sections of the reinforcement. Where at least four sections are provided, they may be staggered also in height. Pairs of these sections may be superimposed and may be arranged on such levels as to meet the requirements imposed by the load.
  • FIGS. 1 and 4 are top plan views showing one section of two different embodiments of a two-dimensional reinforcement
  • FIGS. 2 and 5 show the two-dimensional reinforcement consisting of two such sections, which are superimposed in staggered relation;
  • FIG. 3 is a section along line Il1-III of FIG. 2;
  • FIG. 6 is a top plan view of sections having different lengths according to a modular system
  • FIG. 7 is a cross-section similar to FIG. 3, but of sections having different total cross-sectional areas
  • FIGS. 8 and 9 are, respectively, a side elevation and an end elevation showing a section of a reinforcement for a beam
  • FIG. 10 is a side elevation showing a reinforcement composed of two such sections, which are superimposed in staggered relationship;
  • FIGS. 11 and 12 show a modification of FIGS. 8 and FIG. 13 is an end elevation showing a reinforcement composed of two such sections according to FIG. 11;
  • FIG. 14 is a view similar to FIG. 8 and shows a further modification
  • FIG. 15 is a side elevation showing a reinforcement composed of two such sections according to FIG. 14, superimposed in staggered relationship;
  • FIG. 16 is a side elevation showing a supplementing section for the reinforcement of FIG. 8;
  • FIG. 17 is a side elevation showing one half of the reinforcement which comprises the sections shown in FIGS. 8 and 16, but staggered in height;
  • FIG. 18 is a side elevation of a reinforcement composed of two reinforcements according to FIG. 17, but in superimposed staggered position;
  • FIG. 19 is a side elevation showing a further modification of a section as shown in FIG. 8;
  • FIG. 20 is a side view showing one half of a reinforcement comprising two such sections staggered in hei ht;
  • F IGS. 21 and 22 show further modifications of FIGS. 19 and 20, wherein each of the transverse means is composed of a double rod;
  • FIGS. 23, 24 and 25 are, respectively, two end views and a perspective view showing an angle-shaped reinforcing section
  • FIGS. 26 and 27 show two modifications of the section of FIG. 25;
  • FIG. 28 is a transverse-sectional view showing a beam having a reinforcement which is composed of the sectiohs according to the invention.
  • FIG. 29 is a perspective view of the retaining member used therein.
  • FIGS. 30 and 31 are views similar to FIGS. 28 and 29 and show modifications.
  • FIGS. 32, 33 and 34 are transverse sectional views showing rib structures of a colfered slab and of an Ast- Moulin floor provided with reinforcing sections according to the invention.
  • each of the identical parts 1, 2 of the two-dimensional reinforcements consists of a grid comprising longitudinally extending, load-carrying lower rods 3, 4, including longer rods 3 and shorter rods 4, and load-distributing, transversely extending upper rods of identical length, which are welded to the rods 3, 4 at the crossing points so that the rods 5 lie on one side of the grid section and are coplanar.
  • the arrangement is such that at one longitudinal edge of the mesh section (the lower edge in FIG. 1), the spacing between the rods 3, 4 is only one-half the distance to an adjacent inner bar 3.
  • FIG. 2 For use as a staggered reinforcement, two identical mesh sections are superimposed as is shown in FIG. 2 and in such a manner that one section 1 as shown in FIG. 1 is held in position and the next section 2, which has initially the same attitude, is rotated through 180 in each of two directions, first in a horizontal plane and then about its longitudinal axis. This results in the longitudinally overlapping transversely staggered two-dimensional reinforcement shown in FIG. 2.
  • the edge where the ends of the rods 3, 4 of the first mesh section 1 are aligned extends along the left-hand support 6 in FIG. 2 and the corresponding edge of the second mesh section 2 extends along the right-hand support 7. It is apparent from FIG.
  • the rods 4 of the mesh sections 1, 2 extend across one half of the span (0.5L) and that the remaining parts of the span toward the supports have steel cross-sections decreasing in area in two steps, namely 2x0.1L and 2X0.15L, so that a stress distribution corresponding to the static requirements can be achieved.
  • Another advantage of the design according to the invention resides in that the load-carrying longitudinal rods 3, 4 of both mesh sections 1, 2 lie, as shown in FIG. 3, in the same plane in the assembled condition shown in FIG. 2, whereas the load-distributing rods 5 of the mesh section 1 are at the bottom and those of the mesh section are at the top.
  • the sections 1, 2 form mesh sections of a modular system having different lengths, as shown in FIG. 6, so that a given load condition can be met by the selection of sections 1 of suitable length and of the overlap thereof, whereby a cutting of the mesh sections is not required. If a unit length is taken as the spacing between two bars 5, the topmost section in FIG. 6 represents the product of the integer 7 with the unit length, the next lower section corresponds to the product of the integer 8 with the unit length, etc.
  • the division of the reinforcement into two identical sections 1, 2 enables an adjustment to any desired span length within a certain range by a relative displacement of these two sections as in a vernier. This range corresponds to one size increment of the modular system. When the maximum or minimum span of this range is reached, the next size of the modular system must be used,"if required.
  • FIGS. 4 and 5 A modification of this design is shown in FIGS. 4 and 5.
  • a single transverse rod 8 is disposed at one edge of the mesh section and two transverse rods 9, 10 are disposed at the opposite edge.
  • the rods 8, 9 and 10 extend at right angles to the longitudinal rods 3, 4.
  • a number of additional loaddistributing transverse members 11 extend at an angle of to the longitudinal rods 3, 4.
  • FIG. 5 shows the twodimensional reinforcement which is obtained by superimposing two such mesh sections in staggered position.
  • this modification has the advantage that in the intermediate area, where the mesh sections 1, 2 overlap, the inclined load-distributing transverse members 11 cause a constant network of rods crossing in three or four directions to be obtained also by the above-mentioned relative vernier like displacement.
  • the section 10 shown in FIGS. 8 and 9 for the reinforcement of a beam of reinforced concrete consists of two parallel longitudinal rods 1, the lower one of which constitutes .a main reinforcing member, and of transverse load-distributing transverse members 2 which are connected to the rod 1 and are formed by a zig-zag rod, dis posed between the rods 1 so as to form turning points which are more closely spaced in the left-hand half of the section than in the right-hand half.
  • the rods 1, 2 may be joined, as shown, by welding or by other means, such as straps or the like.
  • FIG. 10 shows the reinforcement which is obtained when two such sections 10, 10 according to FIGS. 8 and 9, extending from opposite ends of the span, are superimposed.
  • a certain span range can be covered by one size of the modular system by a relative displacement of two identical sections, as shown in FIG. 5, in the longitudinal direction indicated by an arrow A.
  • FIGS. 11, 12 and 13 differs from the designs of FIGS. 8, 9 and 10 in that two lower main reinforcing members rather than a single one are provided in the section 10 and the upper one of said reinforcing members is shorter than the lower one.
  • the upper one of the two lower main reinforcing members extends upwardly at one end to the second upper longitudinal rod in order to take up shear or thrust forces.
  • FIG. 16 shows a'supplementary section 12, which can be used together with the section 10 of FIG. 8 in beams having a relatively large height.
  • This supplementary section consists also of two parallel longitudinal rods 30 and a zigzag transverse rod 40.
  • the arrangement of this section 12 in conjunction with an element 10 as per FIG. 8 is shown in FIG. 17. Beams having different heights may be obtained by a relative vertical displacement in the direction indicated by the arrow B. It will be understood that FIG. 17 shows only one half of such a reinforcement for a beam.
  • the second half consists also of a section 10 and a section 12 and extends from the other end of the span in an arrangement which is similar to that shown in FIGS. 10, 13 and 15; this arrangement is shown in FIG. 18.
  • FIGS. 19 and 21 respectively, single rods 50 or double rods 51, e.g. so-called Bistahl rods, are shown.
  • the latter rods 51 are interconnected at their ends not only by the longitudinal rods 1 but additionally by transverse members 60.
  • FIGS. and 22 respectively show one reinforcement half consisting of two such sections and be adaptable to beams of different heights by a displacement in the direction of the arrow B.
  • angle-shaped sections may be used instead of or in addition to the two-dimensional sections described hereinbefore.
  • Such an angle-shaped section 31 is shown in an end view of FIGS. 23 and 24 respectively and consists of straight longitudinal rods 21 and load-distributing transverse members 22. This is also apparent from FIG. 25 in a perspective view.
  • FIG. 24 shows a modification of a section of FIG. 23 having different cross-sectional areas of the rods 21.
  • the angleshaped single rods 22 may be replaced by angle-shaped double rods 25 having cross-members 26, as is shown in FIG. 26.
  • the load-distributing transverse members may also consist of an angled zigzag rod 27, as is shown in FIG. 27.
  • these angle-shaped elements are made in constant lengths but with graded arm lengths and steel cross-sections and can be used to take up the peak moments at the columns.
  • FIG. 28 shows a reinforcement consisting of sections according to the invention for use in a beam which is rectangular in cross-section.
  • the reinforcement consists of four sections 10, 10' as per FIG. 8 and the angle-shaped sections 31 of FIG. 23.
  • the two-dimensional sections are suitably held in position by specially shaped holding members 13, which are indicated in dotted lines in FIG. 28 and in perspective in FIG. 29.
  • Additional reinforcing rods 14 may be arranged in the edge zones of the beam (FIG. 28). It will be understood that the design of the retaining member may be changed as desired. They may alternatively consist of two or more parts or of diagonal struts.
  • FIG. 30 shows a different beam, which is similar to that of FIG. 28, with the dilference that the beam is a T-section because the angle-shaped sections 31 have arms extending toward each other.
  • the retaining member 13 is indicated in dotted lines and may be shaped, e.g., as shown in FIG. 31.
  • FIGS. 32-34 show tWo rib beams for use in coifered ceilings and a beam for an Ast-Moulin floor. These beams are provided with reinforcement sections according to the invention.
  • FIG. 32 two-dimensional sections 10 corresponding to FIG. 8 are arranged so that their load-distributing transverse members 2 are disposed in one plane and their longitudinal rods 1 are disposed at the same height.
  • the longitudinal rods 1' of the associated two-dimensional sections 10' are indicated in dotted lines.
  • FIGS. 30, 33 and 34 show spacers 15 for the two-dimensional sections 10, 10'.
  • the reinforcing mesh sections shown in FIGS. 1-4 are designated 16.
  • the concrete in which the reinforcements are embedded is designated 70 in FIGS. 28, 30, 32, 33 and 34.
  • a reinforcement assembly for concrete slabs comprising at least a pair of grid sections extending inwardly from respective opposite ends of the slab and overlapping superposed at an intermediate zone thereof; said sections each including a plurality of transversely spaced mutually parallel longitudinally extending reinforcement bars lying in a common plane and forming an array, alternate longitudinal bars of said array being shorter than intervening longitudinal bars thereof, all of the bars of the array terminating at the corresponding end of the slab, and a plurality of coplanar mutually parallel spaced-apart transverse bars spanning the array of longitudinal bars while being welded thereto at the crossing points and being disposed on one side of the array; the longitudinal bars of the superposed sections at said zone being transversely staggered and lying in a plane common to both said arrays, whereby the arrays of longitudinal bars are disposed between the planes of the transverse bars,
  • transverse bars are constituted at least in part by a zigzag rod.
US660001A 1966-08-23 1967-08-11 Staggered reinforcement for concrete structures Expired - Lifetime US3475876A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT798666A AT314162B (de) 1966-08-23 1966-08-23 Gestaffelte Flächenbewehrung für Stahlbetonplatten od.dgl., insbesondere Baustahlgewebematte im Gitterform
AT329267A AT320937B (de) 1967-04-06 1967-04-06 Gestaffelte Bewehrung für die tragenden Teile von Stahlbetonplatten od. dgl.

Publications (1)

Publication Number Publication Date
US3475876A true US3475876A (en) 1969-11-04

Family

ID=25599818

Family Applications (1)

Application Number Title Priority Date Filing Date
US660001A Expired - Lifetime US3475876A (en) 1966-08-23 1967-08-11 Staggered reinforcement for concrete structures

Country Status (6)

Country Link
US (1) US3475876A (de)
BE (1) BE702373A (de)
DE (1) DE1659189B2 (de)
ES (1) ES344333A1 (de)
FR (1) FR1538812A (de)
GB (1) GB1202214A (de)

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2096777A2 (de) * 1970-06-10 1972-02-25 Oroschakoff Georgi
US3777433A (en) * 1969-09-03 1973-12-11 F Grebner Lattice girder
US3828416A (en) * 1973-06-11 1974-08-13 Avi Alpenlaendische Vered Method of reinforcing concrete
US3831890A (en) * 1973-02-08 1974-08-27 New York Wire Mills Corp Method and fabric for forming pipe reinforcement
US4336676A (en) * 1977-12-05 1982-06-29 Covington Brothers, Inc. Composite structural panel with offset core
EP0059119A1 (de) * 1981-02-09 1982-09-01 Societe Pour L'etude, La Realisation Et L'industrialisation Des Techniques Innovantes De La Construction - Seritic S.A. Bauelement sowie mit einer dreidimensionalen Bewehrung hergestellte isothermische Wand und Verfahren zur Herstellung dieser Wand
US6612085B2 (en) * 2000-01-13 2003-09-02 Dow Global Technologies Inc. Reinforcing bars for concrete structures
US20050055949A1 (en) * 2003-09-16 2005-03-17 Sacks Abraham Jacob Twin track wire lath
US20120151860A1 (en) * 2010-12-15 2012-06-21 Yeou-Fong Li Ductile shear reinforced bar layout applied to reinforced concrete shear wall structures
US20130305652A1 (en) * 2012-05-18 2013-11-21 Neturen Co., Ltd. Rebar structure and reinforced concrete member
US20140290785A1 (en) * 2011-09-22 2014-10-02 Climate Recovery Ind Ab Ventilation duct
US20150197939A1 (en) * 2014-01-14 2015-07-16 Tree Island Industries Ltd. Self-furring welded wire mesh
US9708816B2 (en) 2014-05-30 2017-07-18 Sacks Industrial Corporation Stucco lath and method of manufacture
US9752323B2 (en) 2015-07-29 2017-09-05 Sacks Industrial Corporation Light-weight metal stud and method of manufacture
US9797142B1 (en) 2016-09-09 2017-10-24 Sacks Industrial Corporation Lath device, assembly and method
US10760266B2 (en) 2017-08-14 2020-09-01 Clarkwestern Dietrich Building Systems Llc Varied length metal studs
US11351593B2 (en) 2018-09-14 2022-06-07 Structa Wire Ulc Expanded metal formed using rotary blades and rotary blades to form such

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2451248C3 (de) * 1974-10-29 1981-09-24 Rheinbau Gmbh, 6500 Mainz Räumlicher Gitterträger mit eingesetzter Schub- und/oder Verbundleiter
FR2422782A1 (fr) * 1978-04-14 1979-11-09 Armel Armature pour intersections de voiles en beton
BE1030828B1 (nl) * 2022-08-30 2024-03-25 Koutermolen nv Herbruikbare steunbalk voor dak van betonskeletbouw en een betonskeletbouw geconstrueerd met dergelijke steunbalken

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE630011A (de) *
US1173901A (en) * 1911-07-18 1916-02-29 Claude A P Turner Reinforced concrete construction.
CH169982A (de) * 1933-04-29 1934-06-30 Meier Emil Eisengitter zur Armierung von Betonkonstruktionen.
AT179885B (de) * 1952-05-30 1954-10-11 Evg Entwicklung Verwert Ges Geschweißtes Drahtgitter aus zwei sich kreuzenden Stabreihen für abgewinkelte, bogenförmig verlaufende Bewehrungen
GB728866A (en) * 1952-04-25 1955-04-27 Evg Entwicklung Verwert Ges Improvements in and relating to steel reinforcements for reinforced concrete structures
FR1118750A (fr) * 1953-10-26 1956-06-11 Baustahlgewebe Gmbh Treillis d'armature pour béton armé et dans lequel l'acier est réparti de façon nn uniforme dans la section transversale
AT191137B (de) * 1953-10-21 1957-08-10 Evg Entwicklung Verwert Ges Deckenbauweise
CH384834A (de) * 1960-05-10 1965-02-26 W Kaiser Fa Dipl Ing Bewehrungsmatte für flächenförmige, frei tragende und auf Biegung beanspruchte Stahlbetonbauteile
GB999417A (en) * 1963-07-08 1965-07-28 Baustahlgewebe Gmbh Improvements in or relating to the manufacture of steel or other mats for reinforcedconcrete or other constructions
US3300938A (en) * 1963-04-03 1967-01-31 Baustahlgewebe Gmbh Reinforcing steel mat structure for concrete slabs
US3302360A (en) * 1963-01-09 1967-02-07 Bjerking Sven-Erik Method of reinforcing concrete floors and the like, and a reinforcing element therefor
US3364640A (en) * 1964-07-09 1968-01-23 Guddal Karl Building stud

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE630011A (de) *
US1173901A (en) * 1911-07-18 1916-02-29 Claude A P Turner Reinforced concrete construction.
CH169982A (de) * 1933-04-29 1934-06-30 Meier Emil Eisengitter zur Armierung von Betonkonstruktionen.
GB728866A (en) * 1952-04-25 1955-04-27 Evg Entwicklung Verwert Ges Improvements in and relating to steel reinforcements for reinforced concrete structures
AT179885B (de) * 1952-05-30 1954-10-11 Evg Entwicklung Verwert Ges Geschweißtes Drahtgitter aus zwei sich kreuzenden Stabreihen für abgewinkelte, bogenförmig verlaufende Bewehrungen
AT191137B (de) * 1953-10-21 1957-08-10 Evg Entwicklung Verwert Ges Deckenbauweise
FR1118750A (fr) * 1953-10-26 1956-06-11 Baustahlgewebe Gmbh Treillis d'armature pour béton armé et dans lequel l'acier est réparti de façon nn uniforme dans la section transversale
CH384834A (de) * 1960-05-10 1965-02-26 W Kaiser Fa Dipl Ing Bewehrungsmatte für flächenförmige, frei tragende und auf Biegung beanspruchte Stahlbetonbauteile
US3302360A (en) * 1963-01-09 1967-02-07 Bjerking Sven-Erik Method of reinforcing concrete floors and the like, and a reinforcing element therefor
US3300938A (en) * 1963-04-03 1967-01-31 Baustahlgewebe Gmbh Reinforcing steel mat structure for concrete slabs
GB999417A (en) * 1963-07-08 1965-07-28 Baustahlgewebe Gmbh Improvements in or relating to the manufacture of steel or other mats for reinforcedconcrete or other constructions
US3364640A (en) * 1964-07-09 1968-01-23 Guddal Karl Building stud

Cited By (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3777433A (en) * 1969-09-03 1973-12-11 F Grebner Lattice girder
FR2096777A2 (de) * 1970-06-10 1972-02-25 Oroschakoff Georgi
US3800492A (en) * 1970-06-10 1974-04-02 G Oroschakoff Reinforcement for reinforced-concrete structures
US3831890A (en) * 1973-02-08 1974-08-27 New York Wire Mills Corp Method and fabric for forming pipe reinforcement
US3828416A (en) * 1973-06-11 1974-08-13 Avi Alpenlaendische Vered Method of reinforcing concrete
US4336676A (en) * 1977-12-05 1982-06-29 Covington Brothers, Inc. Composite structural panel with offset core
EP0059119A1 (de) * 1981-02-09 1982-09-01 Societe Pour L'etude, La Realisation Et L'industrialisation Des Techniques Innovantes De La Construction - Seritic S.A. Bauelement sowie mit einer dreidimensionalen Bewehrung hergestellte isothermische Wand und Verfahren zur Herstellung dieser Wand
US6612085B2 (en) * 2000-01-13 2003-09-02 Dow Global Technologies Inc. Reinforcing bars for concrete structures
US20050055949A1 (en) * 2003-09-16 2005-03-17 Sacks Abraham Jacob Twin track wire lath
US7287356B2 (en) * 2003-09-16 2007-10-30 Sacks Industrial Corp. Twin track wire lath
US20120151860A1 (en) * 2010-12-15 2012-06-21 Yeou-Fong Li Ductile shear reinforced bar layout applied to reinforced concrete shear wall structures
US20140290785A1 (en) * 2011-09-22 2014-10-02 Climate Recovery Ind Ab Ventilation duct
US9618144B2 (en) * 2011-09-22 2017-04-11 Climate Recovery Ind Ab Ventilation duct
US9540815B2 (en) 2012-05-18 2017-01-10 Neturen Co., Ltd. Rebar structure and reinforced concrete member
US9562355B2 (en) 2012-05-18 2017-02-07 Neturen Co., Ltd. Rebar structure and reinforced concrete member
US20130305652A1 (en) * 2012-05-18 2013-11-21 Neturen Co., Ltd. Rebar structure and reinforced concrete member
US9260866B2 (en) * 2012-05-18 2016-02-16 Neturen Co., Ltd. Rebar structure and reinforced concrete member
US20160030997A1 (en) * 2014-01-14 2016-02-04 Tree Island Industries Ltd. Self-furring welded wire mesh
US9187901B2 (en) * 2014-01-14 2015-11-17 Tree Island Industries Ltd. Self-furring welded wire mesh
US9579710B2 (en) * 2014-01-14 2017-02-28 Tree Island Industries Ltd. Self-furring welded wire mesh
US20150197939A1 (en) * 2014-01-14 2015-07-16 Tree Island Industries Ltd. Self-furring welded wire mesh
US9708816B2 (en) 2014-05-30 2017-07-18 Sacks Industrial Corporation Stucco lath and method of manufacture
US9752323B2 (en) 2015-07-29 2017-09-05 Sacks Industrial Corporation Light-weight metal stud and method of manufacture
US9797142B1 (en) 2016-09-09 2017-10-24 Sacks Industrial Corporation Lath device, assembly and method
US10760266B2 (en) 2017-08-14 2020-09-01 Clarkwestern Dietrich Building Systems Llc Varied length metal studs
US11351593B2 (en) 2018-09-14 2022-06-07 Structa Wire Ulc Expanded metal formed using rotary blades and rotary blades to form such

Also Published As

Publication number Publication date
FR1538812A (fr) 1968-09-06
DE1659189B2 (de) 1973-12-13
BE702373A (de) 1968-01-15
ES344333A1 (es) 1968-12-16
DE1659189A1 (de) 1972-01-27
GB1202214A (en) 1970-08-12

Similar Documents

Publication Publication Date Title
US3475876A (en) Staggered reinforcement for concrete structures
US2731824A (en) hadley
US3885369A (en) Structural element
US3522685A (en) Mesh reinforcement for reinforced concrete structures
US3778951A (en) Reinforcement
US2384157A (en) Multitrussed unit
US3525191A (en) Truss assembly set,especially for bracing concrete forms
US3400508A (en) Framework girder without lower chord
US732485A (en) Composite column and beam.
US3914915A (en) Reinforcing mat structure for planar concrete construction units
EP0745169B1 (de) Bewehrungskörper für eine rippendecke aus gussbeton
DE2114494B2 (de) Vorgefertigte Stahlbeton-Doppelschale zur Herstellung von Stahlbetonwänden
US2752868A (en) Roof construction
SE461538B (sv) Gallerbalk
DE4006529A1 (de) Hohldecke aus deckenhohlplatten und unterzuegen
IE44000B1 (en) Improvements in and relating to reinforcement units for reinforced concrete constructions
DE849480C (de) Leichtbautraeger aus Rundstahl als Bewehrung von Stahlbeton- Deckenkonstruktionen
WO1994019560A1 (en) Prefabricated steel-concrete composite beam
AT320937B (de) Gestaffelte Bewehrung für die tragenden Teile von Stahlbetonplatten od. dgl.
GB2269617A (en) Cage for reinforcing a concrete pile
KR101858557B1 (ko) 다중 x형 보강철근체가 구비된 철근콘크리트 기둥
US1039895A (en) Concrete floor construction.
CH342983A (de) Tragwerk mit einer Fahrbahntafel
US905056A (en) Armored concrete construction.
US1003384A (en) Steel-skeleton concrete construction.