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TU 35-1757-87

ТУ 35-1757-87

Buildings spanning railway bridges with riding on top on the ballast of box section Lp = 33.6 m; 45.0 m. Specifications

Строения пролетные железнодорожных мостов с ездой поверху на балласте коробчатого сечения Lр = 33,6 м; 45,0 м. Технические условия

Status: Not effective

Specifications apply to steel structures of railway spans with riding on ballast spans 33.6, 45.0 m box-section with a ballast trough of stainless steel, designed for installation on bridges located on straight and curved radius, respectively, up to 300 and 600 m as well as double-track sections and operated at the calculated minimum air temperature up to minus 40 degrees Celsius inclusive (normal version), below minus 40 degrees Celsius to minus 50 degrees Celsius I inclusive (northern version A) and below minus 50 degrees, inclusive (the northern execution B), as well as in areas with estimated seismicity 7, 8, 9 points, produced on a standard project series 3.501.2-143.

Технические условия распространяются на стальные конструкции железнодорожных пролетных строений с ездой поверху на балласте пролетами 33,6, 45,0 м коробчатого сечения с балластным корытом из коррозионностойкой стали, предназначенные для установки на мостах, расположенных на прямых и кривых радиусом соответственно до 300 и 600 м, а также двухпутных участках пути и эксплуатируемых при расчетной минимальной температуре воздуха до минус 40 градусов Цельсия включительно (обычное исполнение), ниже минус 40 градусов Цельсия до минус 50 градусов Цельсия включительно (северное исполнение А) и ниже минус 50 градусов включительно (северное исполнение Б), а также в районах с расчетной сейсмичностью 7, 8, 9 баллов, изготавливаемые по типовому проекту Серия 3.501.2-143.

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Format: Electronic (pdf/doc)

Approved: Glavmostostroy Minstransstroy, 2/11/1987

SKU: RUSS190261


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The Product is Contained in the Following Classifiers:

Construction (Max) » Standards » Industry Standards and Specifications » Technical conditions »


The Document References:

GOST 5264-80: Manual arc welding. Welding joints. Main types, design elements and dimensions

GOST 10885-85: Hot-rolled two-ply corrosion-resistant steel sheets

GOST 11533-75: Automatic and semiautomatic submerged arc welding. Acute and blunt weld joints. Main types, design elements and dimensions

GOST 14192-77: Marking of cargoes

GOST 15846-79: Products for transportation to the areas of the far north and remote regions

GOST 16098-80: Welded joints of clad corrosion resistant steel. Main types, design elements and dimensions

GOST 166-89: Vernier callipers. Specifications

GOST 18617-83: Wooden cases for hardware. Specifications

GOST 22353-77: High strength bolts of product grade B. Construction and dimensions

GOST 22354-77: High strength nuts of product grade B. Construction and dimensions

GOST 22355-77: Product grade C washes for high strength bolts. Construction and dimensions

GOST 22356-77: High strength bolts and nuts аnd washes. General specifications

GOST 2246-70: Welding steel wire. Specifications

GOST 2291-77: Industrial cotton three-ply 'kirza'. Specifications

GOST 3749-77: Checking 90° squares. Specifications

GOST 427-75: Measuring metal rules. Basic parameters and dimensions. Specifications

GOST 577-68: Clock-type dial indicators graduated in unit divisions of 0,01 mm. Specifications

GOST 6713-91: Low-alloyed structural rolled stock for bridge building. Specifications

GOST 6996-66: Welded joints. Methods of mechanical properties determination

GOST 7502-89: Measuring metal tapes. Specifications

GOST 8713-79: Flux welding. Welded joints. Maih types design elements and dimensions

GOST 882-75: Probes. Specification

GOST 9087-81: Welding melted fluxes

GOST 9378-75: Surface roughness comparison specimens. Technical requirements

GOST 9467-75: Metal covered electrodes for manual arc welding of structural and heat-resistant steels. Types

SNiP 2.03.11-85: Corrosion protection of buildings structures

SNiP III-18-75: Steel structures. Regulations on execution and acceptance of work.

VSN 163-83: Design Considerations for the Deformation of River Beds and Shorelines of Water Bodies at Underwater Petroleum and Natural Gas Trunk Pipeline Crossings

VSN 169-80: Guidelines for Using Manual and Automated Welding in Shop-Fabrication of Structural Steel Components for Bridges

VSN 169-84: Safety Guidelines for Pipe Welders

VSN 188-78: Guidelines for Mechanical Treatment of Welds in Steel Structures of Bridges

VSN 191-79: Guidelines for Machine Oxygen Cutting of Rolled Carbon and Low-Alloy Steel for Bridge Structures

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