{"id":3793,"date":"2023-02-10T14:14:02","date_gmt":"2023-02-10T11:14:02","guid":{"rendered":"https:\/\/torosdemir.com\/?page_id=3793"},"modified":"2025-10-20T13:47:23","modified_gmt":"2025-10-20T10:47:23","slug":"steel-wicker","status":"publish","type":"page","link":"https:\/\/torosdemir.com\/en_gb\/steel-wicker\/","title":{"rendered":"Steel Wire Mesh"},"content":{"rendered":"
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rebar construction<\/h3>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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Steel Wire Mesh<\/h3>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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Steel mesh is a concrete steel, which is manufactured from S220 steel by cold drawing and ribbed, has high strength and is generally used in construction. Steel mesh bars, Bst IVb or Bst 50\/55 (RK) according to international criteria, are obtained by cold drawing (cold rolling) of normal St I iron with low carbon and specially ribbed in the process. The production of steel mats is carried out by cutting the bars wound on drums during drawing to the desired lengths in automatic straightening and cutting machines and then weaving them in electronically applied spot welding machines. Steel mesh production is carried out in accordance with TS 4559, DIN 488, BS 4483, ASTM-A 497 criteria.<\/p>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t

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Quality : S220GD+Z 1322 - S220GD+Z - S250GD+Z - S280GD+Z - S320GD+Z - S350GD+Z<\/h3><\/div> <\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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Standard : TS 4559 - DIN 488 - BS 4483 - ASTM A185 - EN 10346<\/h3><\/div> <\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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Length : 150 mm<\/h3><\/div> <\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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En : 150 - 250 mm<\/h3><\/div> <\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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Diameter : 4.5 - 7.5 mm<\/h3><\/div> <\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\r\n\t\t\t\t<\/div>\r\n\t\t\t\t
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\u00a0On steel mats<\/strong>\u00a0and used in ready-made ether\u00a0concrete steel bars<\/strong>\u00a0(S 500<\/strong>) details are specified in TS 708. In addition, St IV b bars are used as ready-made stirrups in construction. Where it is used as building material\u00a0steel mesh<\/strong>, It is especially used in slabs, curtains, retaining walls, foundations, field concretes, concrete roads, tunnels and galleries, channels and canals.<\/p>

Advantages<\/h4>

1-) Material Saving :\u00a0steel mesh<\/strong>\u00a0safety stress is more or less twice as high as that of normal rebar,\u00a0steel mesh<\/strong>\u00a0kullan\u0131lmas\u0131 durumunda normal in\u015faat demirine (STI) nazaran %40 civar\u0131ndan a\u011f\u0131rl\u0131k tasarrufu sa\u011flamaktad\u0131r. STI demirinden, beton 160 i\u00e7in ve = 1400 kg \/ cm2 iken\u00a0steel mesh<\/strong>In the case of the iron, this amount is and = 2400 kg \/ cm2 , so the iron cross-section is reduced by half,<\/p>

2-) Saving time :\u00a0Steel mesh<\/strong>The reduction of the material used, the fact that it is in the form of plates, its simple transport and simplicity of assembly greatly simplifies the time.<\/p>

3-) Labour Saving: As in normal iron, there are no works such as straightening, cutting the rods wire by wire and breaking the battery, making hooks, placing them on the floor at certain intervals and tying them together.\u00a0Steel mesh<\/strong>\u0131n ise k\u0131sa zamanda d\u00f6\u015fenmesi %50 Tasarruf sa\u011flamaktad\u0131r.<\/p>

4-) Saving on transport:\u00a0Steel mesh<\/strong>Since they are manufactured in standard (500 x 2.15) type size, their transport is simple. The transport cost is reduced as it saves iron.<\/p>

5-) Paradan Tasarruf : Malzemenin yar\u0131ya yak\u0131n azalmas\u0131, zaman\u0131n k\u0131salmas\u0131, i\u015f\u00e7ilikten tasarruf ; Netice olarak t\u00fcm bunlar %10 \u2013 20 aras\u0131nda parasal tasarruf sa\u011flamaktad\u0131r.<\/p>

6-) Quality Superiority :\u00a0Steel mesh<\/strong>They are manufactured in automatic welding marinas with the desired degree of precision.\u00a0Steel mesh<\/strong>\u00a0The rods show a homogeneous distribution in the concrete, so that the tensile forces are taken in a uniform manner. The rods are ribbed and welded to each other, which increases the tolerance, prevents slipping of the rods in the concrete and eliminates cracks, corrosion and leakages that may occur in the structure.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\r\n\t\t\t\t<\/div>\r\n\t\t\t\t\t<\/div>\r\n\t\t\t\t<\/section>\r\n\t\t\t\t

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Areas of Use<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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If desired, it can also be supplied as hot-dip galvanised and polyester painted.<\/p>

  • Reinforced concrete slabs, unbeamed slabs, curtains, ribbed slabs, normal B.A. slabs, foundations<\/li>
  • Single and radial foundations,<\/li>
  • Curtain and retaining walls,<\/li>
  • Concrete runway, motorway and field concretes<\/li>
  • In subway and tunnel construction (used in Istanbul Metro).<\/li>
  • In water structures; dams, canals and canals,<\/li>
  • Prefabricated building elements,<\/li>
  • It is possible to use in various constructions of industrial buildings, suspended ceilings, fences, etc.<\/li>
  • Ducts, canals, garden fences, railings, suspended ceilings<\/li><\/ul><\/div>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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    Types<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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    Standard\u00a0steel mesh in two types as R and Q\u00a0<\/strong>are produced.<\/p>

    R TYPE MATS: It is used in slabs and support equipment operating in one direction. All types\u00a0R type mats<\/strong>\u00a0length bar spacing is 150 mm, width bar spacing is 250 mm.<\/p>

    Q TYPE MATS: It is used in slabs and reinforced concrete structural elements working in both directions.<\/p>

    Length and width bar spacing is 150 mm.<\/p>

    Standard mats are 5.0\/2.15 m. Simple to transport. Length bars can be double, width bar is always single. Special production is also made, maximum length bar is 8 m, maximum width bar is 2.80 m. Each section cm2\/m. Special wire mesh is manufactured.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\r\n\t\t\t\t<\/div>\r\n\t\t\t\t\t<\/div>\r\n\t\t\t\t<\/section>\r\n\t\t\t\t

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    Quality<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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    S220GD+Z 1322 CHEMICAL COMPOUNDS<\/strong><\/p>

    Galvanised Structural Steels Coated with Zinc Standard: EN 10346 : 2015<\/p>

    Chemical Composition (%)<\/strong><\/p><\/td><\/tr>

    \u00a0<\/td><\/tr>

    Standard Provision<\/p><\/td>

    ERDEM\u0130R<\/p>

    Quality No<\/p><\/td>

    C max.<\/p><\/td>

    Si<\/p>

    max.<\/p><\/td>

    Mn<\/p>

    max.<\/p><\/td>

    P max.<\/p><\/td>

    S max.<\/p><\/td><\/tr>

    Standard<\/p><\/td>

    Quality<\/p><\/td><\/tr>

    EN 10346<\/p><\/td>

    S220GD+Z<\/p><\/td>

    1322<\/p><\/td>

    0.20<\/p><\/td>

    0.60<\/p><\/td>

    1.70<\/p><\/td>

    0.10<\/p><\/td>

    0.045<\/p><\/td><\/tr>

    EN 10346<\/p><\/td>

    S250GD+Z<\/p><\/td>

    1325<\/p><\/td>

    0.20<\/p><\/td>

    0.60<\/p><\/td>

    1.70<\/p><\/td>

    0.10<\/p><\/td>

    0.045<\/p><\/td><\/tr>

    EN 10346<\/p><\/td>

    S280GD+Z<\/p><\/td>

    1328<\/p><\/td>

    0.20<\/p><\/td>

    0.60<\/p><\/td>

    1.70<\/p><\/td>

    0.10<\/p><\/td>

    0.045<\/p><\/td><\/tr>

    EN 10346<\/p><\/td>

    S320GD+Z<\/p><\/td>

    1332<\/p><\/td>

    0.20<\/p><\/td>

    0.60<\/p><\/td>

    1.70<\/p><\/td>

    0.10<\/p><\/td>

    0.045<\/p><\/td><\/tr>

    EN 10346<\/p><\/td>

    S350GD+Z<\/p><\/td>

    1335<\/p><\/td>

    0.20<\/p><\/td>

    0.60<\/p><\/td>

    1.70<\/p><\/td>

    0.10<\/p><\/td>

    0.045<\/p><\/td><\/tr><\/tbody><\/table><\/div>

    S220GD+Z 1322 MECHANICAL PROPERTIES<\/strong><\/p>

    Mechanical Properties<\/strong>\u20184<\/sup>)<\/p><\/td><\/tr>

    \u00a0<\/td><\/tr>

    Standard Provision<\/p><\/td>

    ERDEM\u0130R<\/p>

    Quality No<\/p><\/td>

    Rp0.2\/ReH N\/mm2\u00a0<\/sup>(kg\/mm2<\/sup>) min.<\/p><\/td>

    Rm<\/sub>(1)(3) N\/mm2\u00a0<\/sup>(kg\/mm2<\/sup>) min.<\/p><\/td>

    A80<\/sub>(2) (%) min.<\/p><\/td><\/tr>

    Standard<\/p><\/td>

    Quality<\/p><\/td><\/tr>

    EN 10346<\/p><\/td>

    S220GD+Z<\/p><\/td>

    1322<\/p><\/td>

    220<\/p>

    (22.4)<\/p><\/td>

    300 (30.6)<\/p><\/td>

    20<\/p><\/td><\/tr>

    EN 10346<\/p><\/td>

    S250GD+Z<\/p><\/td>

    1325<\/p><\/td>

    250<\/p>

    (25.5)<\/p><\/td>

    330 (33.6)<\/p><\/td>

    19<\/p><\/td><\/tr>

    EN 10346<\/p><\/td>

    S280GD+Z<\/p><\/td>

    1328<\/p><\/td>

    280<\/p>

    (28.6)<\/p><\/td>

    360 (36.7)<\/p><\/td>

    18<\/p><\/td><\/tr>

    EN 10346<\/p><\/td>

    S320GD+Z<\/p><\/td>

    1332<\/p><\/td>

    320<\/p>

    (32.6)<\/p><\/td>

    390 (39.8)<\/p><\/td>

    17<\/p><\/td><\/tr>

    EN 10346<\/p><\/td>

    S350GD+Z<\/p><\/td>

    1335<\/p><\/td>

    350<\/p>

    (35.7)<\/p><\/td>

    420 (42.8)<\/p><\/td>

    16<\/p><\/td><\/tr><\/tbody><\/table><\/div>

    Explanations<\/strong><\/p>

    1. Tensile test values are applied to \u2018longitudinal\u2019 test specimens.<\/li>
    2. \u201cThe \u201dMin. % elongation\" value is reduced by 4 units for the thickness range 0.35 mm < t < 0.50 mm and by 2 units for the thickness range 0.50 mm < t < 0.70 mm.<\/li>
    3. The tensile strength range is expected to be 140 N\/mm2 (14.3 kg\/mm2).<\/li>
    4. The mechanical properties specified in the table are guaranteed for 1 month starting from the date on which the material is declared manufactured and ready for dispatch.<\/li><\/ol>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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      in\u015faat demirleri \u00c7elik Has\u0131r \u00c7elik has\u0131r, S220 \u00e7eli\u011finden so\u011fuk \u00e7ekme tekni\u011fi ile \u00e7ekilip nerv\u00fcrlenerek imal edilen, y\u00fcksek dayanma g\u00fcc\u00fcne sahip ve genelde in\u015faatlarda kullan\u0131lan bir beton \u00e7eli\u011fidir. \u00c7elik has\u0131r \u00e7ubuklar\u0131, Bst IVb ya da uluslararas\u0131 kriterlere g\u00f6re Bst 50\/55 (RK), karbonu d\u00fc\u015f\u00fck normal St I demirinin so\u011fukta prosed\u00fcr g\u00f6rerek (so\u011fuk haddeden ge\u00e7irilerek) \u00e7ekilmesi ve bu […]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_acf_changed":false,"footnotes":""},"class_list":["post-3793","page","type-page","status-publish","hentry"],"acf":[],"_links":{"self":[{"href":"https:\/\/torosdemir.com\/en_gb\/wp-json\/wp\/v2\/pages\/3793","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/torosdemir.com\/en_gb\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/torosdemir.com\/en_gb\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/torosdemir.com\/en_gb\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/torosdemir.com\/en_gb\/wp-json\/wp\/v2\/comments?post=3793"}],"version-history":[{"count":7,"href":"https:\/\/torosdemir.com\/en_gb\/wp-json\/wp\/v2\/pages\/3793\/revisions"}],"predecessor-version":[{"id":3801,"href":"https:\/\/torosdemir.com\/en_gb\/wp-json\/wp\/v2\/pages\/3793\/revisions\/3801"}],"wp:attachment":[{"href":"https:\/\/torosdemir.com\/en_gb\/wp-json\/wp\/v2\/media?parent=3793"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}