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Publication of SI9600220ApublicationCriticalpatent/SI9600220A/en
Publication of SI9600220BpublicationCriticalpatent/SI9600220B/en
B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
B21F—WORKING OR PROCESSING OF METAL WIRE
B21F27/00—Making wire network, i.e. wire nets
B21F27/12—Making special types or portions of network by methods or means specially adapted therefor
B21F27/20—Making special types or portions of network by methods or means specially adapted therefor of plaster-carrying network
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
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Engineering & Computer Science
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Architecture
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Mechanical Engineering
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Civil Engineering
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Structural Engineering
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Reinforcement Elements For Buildings
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Foundations
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Adornments
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Ceramic Capacitors
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Die Bonding
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Abstract
The transverse rods (3) of the mesh are interconnected by four longitudinal rods (1,2). Two longitudinal rods (2) are located at a distance from the ends of the transverse rods which corresponds to at least half the length of the transverse rods in a connecting piece (13). The spacings of the other two longitudinal rods (1) conform to the connecting pieces for reinforcing. An additional longitudinal rod (16) is installed on each end of the transverse rods.
Claims (7)
1 Patentni zahtevki 1. Postopek izdelave pasastega mrežnega elementa za izdelavo ojačitvene košare za armiranje veznega območja gradnika s priključnim delom, pri čemer ima mrežni element na pravilnih odmikih medsebojno vzporedno potekajoče prečne palice kot tudi vzdolžne palice, ki potekajo pod pravim kotom na prečne in slednje vežejo, značilen po tem, da prečne palice (3) medsebojno vežejo štiri vzdolžne palice (1, 2) , od katerih sta zunanji vzdolžni palici (2) razporejeni na enakem odmiku od koncev prečnih palic (3), da sta med zunanji vzdolžni palici preostali dve vzdolžni palici (1) razporejeni simetrično glede na v srednjem odmiku potekajočo središčnico zunanjih dveh vzdolžnih palic (2), katerih polovični srednji odmik je večji od odmika med vsakokratnima zunanjo in preostalo vzdolžno palico (1, 2), prednostno enak minimalni oprijemni dolžini in odmiki notranjih dveh vzdolžnih palic (1) ustrezajo priključnemu delu (13), ki se ga armira in da sta v danem primeru nadaljnji vzdolžni palici (16) povezani s konci prečnih palic (3) (S1.3a, 3b).A method for producing a passive mesh element for producing a reinforcement basket for reinforcing the connecting area of the building with a connecting part, wherein the mesh element at right angles has cross-parallel transverse rods as well as the longitudinal rods running at right angles to transversal and latter characterized in that the transverse bars (3) bind to each other four longitudinal bars (1, 2), of which the outer longitudinal bars (2) are arranged at the same distance from the ends of the transversal bars (3) so as to be between the outer longitudinal rods the remaining two longitudinal rods (1) are arranged symmetrically with respect to the center line of the outer two longitudinal bars (2) in the middle shift, whose half mean deviation is greater than the distance between the respective outer and the remaining longitudinal rod (1, 2), preferably equal to the minimum grip length and the displacements of the inner two longitudinal bars (1) correspond to the reinforcing connecting part (13), and that the two in the given case, the further longitudinal rods (16) are connected to the ends of the transverse rods (3) (S1.3a, 3b).2. Postopek izdelave ojačitvene košare za priključitev armiranobetonskih sten, stebrov ali podpor na betonske ali armiranobetonske temelje z v prečnem prerezu v bistvu kot črka U zapognjenimi prečnimi palicami, ki so z vsaj štirimi vzporedno medsebojno potekajočimi vzdolžnimi palicami, od katerih sta dve razporejeni v prehodnem območju mostiča h krakoma v prečnem prerezu kot črka U zasnovane armaturne košare, preostali vzdolžni palici pa tečeta na enakih odmikih od mostičev prečnih palic, položene na krake slednjih, značilen po tem, da se tvori mrežasti pasni element (10), pri katerem prečne palice (3) medsebojno vzporedno tečejo na vnaprej podanih odmikih, pri tem so na prečnih palicah (3) vzdolžne palice (1, 2 ) povezane, prednostno zvarjene s prečnimi palicami (3) simetrično glede na prečno središčnico položenih prečnih palic (3), pri čemer odmik notranjih vzdolžnih palic (1) ustreza vnaprej podani meri mostiča ojačitvene košare oz. priključnega dela (13), pri čemer je v danem primeru vsakokrat eden konec prečnih palic (3) povezan, prednostno zvarjen s po eno nadaljnjo vzdolžno palico (16), in da je mrežasti pasasti element (10) v območju notranjih vzdolžnih palic (1) zapognjen. 2A method of producing a reinforcement basket for connecting reinforced concrete walls, pillars or supports to a concrete or reinforced concrete foundation with a cross-section substantially U-shaped transversal bars with at least four parallel longitudinal rods parallel to each other, two of which are arranged in the transition region the bridges of the crossbars in the cross-section are U-shaped reinforcement baskets, while the remaining longitudinal rods run at the same distance from the bridges of the transverse bars laid on the arms of the latter, characterized in that a net belt element (10) is formed, in which the transverse bars 3) are parallel to each other at predetermined shifts, in which the transverse rods (3) of the longitudinal rod (1, 2) are connected, preferably welded by the transverse rods (3) symmetrically with respect to the transversal center line of the laid transversal bars (3) the displacement of the inner longitudinal bars (1) corresponds to the predetermined measure of the bridging reinforcement basket or (13), wherein in one embodiment, in each case, one end of the transverse rods (3) is connected, preferably welded by one further longitudinal rod (16), and that the mesh barrier element (10) is in the region of the inner longitudinal bars (1 ) bent. 23. Postopek po zahtevkih 1 ali 2, značilen po tem, da je prečni prerez nadaljnjih vdolžnih palic (16) vsaj enak prečnemu prerezu prečnih palic (3).The method according to claims 1 or 2, characterized in that the cross-section of the further inward bars (16) is at least equal to the cross-section of the transversal bars (3).4. Ojačitvena košara za priključitev armiranobetonskih sten, stebrov ali podpor na betonske ali armiranobetonske temelje z v prečnem prerezu v bistvu kot črka U zapognjenimi prečnimi palicami, ki so z vsaj štirimi medsebojno vzporedno potekajočimi vzdolžnimi palicami, od kateri sta dve razporejeni v prehodnem območju mostiča h krakoma v prečnem prerezu kot črka U zasnovane ojačitvene košare, preostali vzdolžni palici pa tečeta na enakih odmikih od mostičev prečnih palic, položene na krake slednji, značilna po tem, da je vsakokratni konec prečnih palic (3) povezan z vsakokratno nadaljnjo vzdolžno palico (16).4. Reinforcement basket for connection of reinforced concrete walls, pillars or supports to concrete or reinforced concrete bases with a cross-section substantially U-shaped transversal bars with at least four parallel longitudinal rods parallel to each other, two of which are arranged in the transition region of the bridge in the cross-section of the U-shaped reinforcement baskets, and the remaining longitudinal rods are spaced at equal distances from the bridges of the transverse bars placed on the arms of the latter, characterized in that the respective end of the transverse rods (3) is connected to the respective further longitudinal rod ).5. Ojačitvena košara po zahtevku 4, značilna po tem, da so vzdolžne palice (1, 2) izdelane iz kvalitativno manjvrednega jekla kot prečne palice (3).A reinforcement basket according to claim 4, characterized in that the longitudinal bars (1, 2) are made of qualitatively lower-grade steel than the transverse rod (3).6. Ojačitvena košara po zahtevku 4 ali 5, značilna po tem, da je prečni prerez nadaljnjih vzdolžnih palic (16) sam po sebi znan način vsaj enak prečnemu prerezu prečnih palic (3) ali debelejši.A reinforcement basket according to claim 4 or 5, characterized in that the cross-section of the further longitudinal bars (16) is in itself a known method at least equal to the cross-section of the transverse bars (3) or thicker.7. Postopek izdelave ojačitvene košare po enem od zahtevkov 4 do 6, značilen po tem, da se na potrebne dolžine narezane prečne palice (3) medsebojno vzporedno položi v razmikih, potrebnih za dosego vnaprej podanega prečnega prereza na tekoči meter ojačitvene košare, na prečne palice pa se simetrično glede na prečno središčnico položenih prečnih palic (3) položi vzdolžne palice (1, 2), pri čemer odmik notranjih vzdolžnih palic (1) ustreza vnaprej podani meri mostiča ojačitvene košare in da se v danem primeru vsakokrat eno nadaljnjo vzdolžno palico (16) položi na zunanje konce prečnih palic (3), nakar se vzdolžne palice (1,2, 16) zvari s prečnimi palicami (3) in slednje zapogne okoli notranjih vzdolžnih palic (1).Method for the production of a reinforcement basket according to any one of claims 4 to 6, characterized in that the transverse bar (3) is cut parallel to each of the necessary lengths at the intervals required to reach a predetermined cross-section to the meter of the reinforcement basket, the longitudinal bars (1, 2) are laid symmetrically with respect to the transversal center of the laid transversal bars (3), the distance of the inner longitudinal bars (1) corresponding to the predetermined length of the bridging reinforcement basket and, in each case, one further longitudinal rod (16) is positioned on the outer ends of the transverse rods (3), after which the longitudinal rod (1, 2, 16) is welded with transverse rods (3) and the latter folds around the inner longitudinal bars (1).
SI9600220A1995-11-061996-07-10Process of manufacture of a linear grip member
SI9600220B
(en)
T-shaped composite girder segment integrated by i-shaped girder filled with concrete and slab and construction method of slab by prefabrication of the t-shaped composite girder segment