汽車大梁用熱軋鋼板檢測

汽車大梁用熱軋鋼板檢測項(xiàng)目報(bào)價(jià)？??解決方案？??檢測周期？??樣品要求？

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GB/T 3273-2015汽車大梁用熱軋鋼板和鋼帶

本標(biāo)準(zhǔn)規(guī)定了汽車大梁用低合金鋼和合金鋼熱軋鋼板和鋼帶的牌號、分類及代號、訂貨內(nèi)容、尺寸、外形、重量及允許偏差、技術(shù)要求、試驗(yàn)方法、檢驗(yàn)規(guī)則、包裝、標(biāo)志及質(zhì)量證明書等。本標(biāo)準(zhǔn)適用于制造汽車大梁（縱梁、橫梁）用厚度為1.6 mm～16.0 mm的熱軋鋼板和鋼帶（以下簡稱鋼板、鋼帶）。

GB/T 7726-2009鉸接客車機(jī)械連接裝置

本標(biāo)準(zhǔn)規(guī)定了鉸接客車機(jī)械連接裝置的技術(shù)要求以及球頭銷、球形襯套、伸縮篷等的主要尺寸、技術(shù)要求和檢驗(yàn)方法以及包裝、貯存和運(yùn)輸。本標(biāo)準(zhǔn)適用于發(fā)動機(jī)前（中）置的鉸接客車球鉸式機(jī)械連接裝置。

YZ/T 0095-2003分體型廂式郵政汽車技術(shù)條件

本標(biāo)準(zhǔn)規(guī)定了分體型廂式郵政汽車的技術(shù)要求、車廂型式、組成和材料、車廂的安裝、試驗(yàn)方法、檢驗(yàn)規(guī)則及驗(yàn)收測試。本標(biāo)準(zhǔn)適用于定型汽車底盤改制的分體型廂式封閉結(jié)構(gòu)的郵政改裝汽車。

DB34/T 1349-2011載貨汽車駕駛室 翻轉(zhuǎn)機(jī)構(gòu)

本標(biāo)準(zhǔn)規(guī)定了載貨汽車駕駛室翻轉(zhuǎn)機(jī)構(gòu)的術(shù)語和定義、技術(shù)要求、試驗(yàn)方法、檢驗(yàn)規(guī)則、標(biāo)志、包裝、運(yùn)輸和儲存及質(zhì)量保證。本標(biāo)準(zhǔn)適用于載貨汽車駕駛室翻轉(zhuǎn)機(jī)構(gòu)。

DB34/T 1350-2011載貨汽車駕駛室 鎖止機(jī)構(gòu)

本標(biāo)準(zhǔn)規(guī)定了載貨汽車駕駛室鎖止機(jī)構(gòu)的術(shù)語和定義、技術(shù)要求、試驗(yàn)方法、檢驗(yàn)規(guī)則、標(biāo)志、包裝、運(yùn)輸和儲存及質(zhì)量保證。本標(biāo)準(zhǔn)適用于載貨汽車駕駛室鎖止機(jī)構(gòu)。

BS EN 1993-2-2006歐洲法規(guī)3.鋼結(jié)構(gòu)設(shè)計(jì).鋼橋

(1) EN 1993-2 provides a general basis for the structural design of steel bridges and steel parts ofcomposite bridges. It gives provisions that supplement, modify or supersede the equivalent provisions givenin the various parts of EN 1993-1.(2) The design criteria for composite bridges are covered in EN 1994-2.(3) The design of high strength cables and related parts are included in EN 1993-1-11.(4) This European Standard is concerned only with the resistance, serviceability and durability of bridgestructures. Other aspects of design are not considered.(5) For the execution of steel bridge structures, EN 1090 should be taken into account.NOTE: As long as EN 1090 is not yet available a provisional guidance is given in Annex C.(6) Execution is covered to the extent that is necessary to indicate the quality of the construction materialsand products that should be used and the standard of workmanship needed to comply with the assumptions ofthe design rules.(7) Special requirements of seismic design are not covered. Reference should be made to the requirementsgiven in EN 1998, which complements and modifies the rules of EN 1993-2 specifically for this purpose.