öλÔÓéÀֵǼÈë¿ÚÏÂÔØ

ͬ¼Ã´óѧËÕС×ä°æÍÁľ¹¤³ÌöλÔÓéÀֵǼÈë¿ÚÏÂÔØÓ¢Óï·­ÒëöλÔÓéÀֵǼÈë¿ÚÏÂÔØÕûÀíÃØ¼®(24)

±¾Õ¾Ð¡±à Ãâ·ÑöλÔÓéÀÖ¹Ù·½appÏÂÔØÍø/2016-09-03


    Permanence¡¡¡¡Steel frames that are properly maintained£¨Î¬»¤£©will last indefinitely£¨³¤ÆÚµØ£©. Research on some of the newer steels indicates that under certain conditions no painting£¨Í¿Æá£©maintenance whatsoever £¨Ò»µãÒ²²»£©will be required.

    ³Ö¾ÃÐÔ¡¡¡¡Êʵ±Î¬»¤µÄ¸Ö¿ò¼Ü½«»á³¤ÆÚµØÎ¬³ÖÏÂÈ¥¡£¶ÔһЩ½ÏиֲĵÄÑо¿ÏÔʾÔÚijЩÌõ¼þÏ£¬Ò»µãÒ²²»ÐèҪͿÆáµÄά»¤¡£
    Ductility¡¡¡¡The property of a material by which it can withstand extensive£¨´óÁ¿µÄ£©deformation without failure under high tensile stresses is said to be its ductility. When a mild£¨µÍ̼£©or low-carbon structural steel member is being tested in tension£¨ÊÜÀ­²âÊÔ£©, a considerable£¨Ï൱´óµÄ£©reduction in cross section and a large amount elongation will occur at the point of failure before the actual fracture occurs. A material that does not have this property is generally unacceptable and is probably hard and brittle and might break if subjected to a sudden shock£¨³å»÷£©.

    ÑÓÐÔ¡¡¡¡²ÄÁÏÔڸߵÄÀ­Ó¦Á¦ÏÂÄܳÐÊÜ´óµÄ±äÐζø²»ÆÆ»µµÄÐÔÄܱ»³ÆÎªÊÇÑÓÐÔ¡£µ±Ò»¸ùµÍ̼½á¹¹¸Ö¹¹¼þÕýÔÚ½øÐÐÊÜÀ­²âÊÔʱ£¬ÔÚʵ¼ÊµÄ¶ÏÁÑ·¢Éú֮ǰ£¬ÔÚÆÆ»µµã´¦½«»á·¢Éúºá¶ÏÃæµÄ´ó´óËõСÒÔ¼°²úÉúºÜ´óµÄÉ쳤¡£²»¾ßÓÐÕâÖÖÐÔÄܵIJÄÁÏͨ³£ÊDz»±»½ÓÊܵÄ£¬²¢ÇҸòÄÁÏ¿ÉÄÜÊǼáÓ²ºÍ´àÐԵģ¬Èç¹û³ÐÊÜÒ»¸öͻȻµÄ³å»÷£¬¿ÉÄÜ»á¶ÏÁÑ¡£
    ¡¡¡¡In structural members under normal£¨Õý³£µÄ£©loads, high stress concentrations develop£¨Ðγɣ©at various points. The ductile nature of the usual£¨ÆÕͨµÄ£©structural steels enables them to yield locally at those points, thus preventing premature£¨¹ýÔçµÄ£©failures. A further£¨ÁíÒ»¸ö£©advantage of ductile structures is that when overloaded their large deflections give visible £¨Ã÷ÏԵģ©evidence of impending failure£¨¼´½«ÆÆ»µµÄ¼£Ïó£©(sometimes jokingly referred to as “running time” “ÌÓÅÜʱ¼ä”).

             ÔÚÕý³£ºÉÔØÏµĽṹ¹¹¼þÖУ¬ÔÚ²»Í¬µÄµãÉÏ»áÐγɸßÓ¦Á¦¼¯ÖС£ÆÕͨ½á¹¹¸ÖÑÓÐÔµÄÌØµãʹËüÃÇÔÚÕâЩµãÉϾֲ¿µØÇü·þ£¬ÕâÑù×èÖ¹Á˹ýÔçµÄÆÆ»µ¡£ÑÓÐԽṹµÄÁíÒ»¸öÓÅÊÆÊǵ±³¬ÔØÊ±£¬ËüÃǵĴó±äÐÎÏÔʾ³öÃ÷ÏԵļ´½«ÆÆ»µµÄ¼£Ïó£¨ÓÐʱºòÏ·³ÆÎª“ÌÓÅÜʱ¼ä”£©¡£
    In Fracture Toughness¡¡¡¡Structural steels are tough£¨¼áÈ͵ģ©; that is, they have both strength and ductility. A steel member loaded until it has large deformations will still be able to withstand large forces. This is a very important characteristic because it means that steel members can be subjected to large deformations during fabrication and erection£¨°²×°£©without fracture – thus allowing them to be bent, hammered, sheared£¨¼ôÇУ©, and have holes punched£¨³å¿×£©in them without visible damage. The ability of a material to absorb energy in large amounts is called toughness”).

    ¶ÏÁÑÈÍÐÔ¡¡¡¡½á¹¹¸ÖÊǼáÈ͵ģ»Ò²¾ÍÊÇ˵£¬ËüÃǼÈÓÐÇ¿¶ÈÓÖÓÐÑÓÐÔ¡£Ò»¸ù¸Ö¹¹¼þ¼ÓºÉÖÁ´ó±äÐÎʱ½«ÈÔÈ»Äܹ»³ÐÊÜ´óµÄÁ¦¡£ÕâÊǷdz£ÖØÒªµÄÌØÐÔ£¬ÒòΪÕâÒâζןֹ¹¼þÔÚÖÆ×÷ºÍ°²×°ÆÚ¼äÄܳÐÊÜ´óµÄ±äÐζø²»¶ÏÁÑ—Õâ¾ÍÔÊÐíËüÃDZ»ÍäÇú¡¢´¸»÷¡¢¼ôÇÐÒÔ¼°ÔÚÉÏÃæ³å¿×¶øÃ»ÓÐÃ÷ÏÔµÄË𺦡£²ÄÁÏÎüÊÕ´óÁ¿ÄÜÁ¿µÄÄÜÁ¦³ÆÎªÈÍÐÔ¡£
    Additions to Existing Structures¡¡¡¡Steel structures are quite well£¨Ï൱£©suited to having additions made to them. New bays£¨½Ú¼ä£©or even entire£¨Õû¸ö£©new wings£¨Òí£©can be added to existing steel frame buildings, and steel bridges may often be widened.

    ÔÚ¶ÔÒÑÓнṹµÄÌí¼Ó¡¡¡¡¸Ö½á¹¹Ï൱ÊÊºÏ¶ÔÆä×ÔÉí½øÐÐÌí¼Ó¡£ÐµĽڼä¡¢ÉõÖÁÕû¸öеÄÒíÄܱ»Ìí¼Óµ½ÒÑÓеĸֿò¼Ü½¨ÖþÉÏ£¬Òò´Ë¸ÖÇų£³£¿ÉÒÔ±»¼Ó¿í¡£
    Miscellaneous¡¡¡¡Several other important advantages of structural steel are: (a) ability to be fastened together by several simple connection devices£¨·½·¨£© including welds and bolts; (b) adaptation to prefabrication£¨Ô¤ÖÆ£©; (c) speed of erection; (d) ability to be rolled into a wide variety of £¨¸÷ÖÖ¸÷ÑùµÄ£© sizes and shapes; (e) fatigue strength; (f) possible reuse£¨ÔÙÀûÓã©after a structure is disassembled£¨·Ö½â£©, and (g) scrap value£¨²ÐÓà¼ÛÖµ£©, even though not reusable£¨¿ÉÔÙÀûÓõģ©in its existing form. Steel is the ultimate recyclable£¨¿ÉÑ­»·µÄ£©material.

    ÆäËü¡¡¡¡½á¹¹¸ÖÆäËüµÄÒ»Ð©ÖØÒªÓŵãÊÇ£º£¨a£©Äܹ»Í¨¹ýһЩ¼òµ¥µÄÁ¬½Ó·½·¨°üÀ¨º¸·ìºÍÂÝ˨½«ÆäÁ¬½ÓÆðÀ´£»£¨b£©ÊʺÏÔ¤ÖÆ£»£¨c£©°²×°ËÙ¶È£»£¨d£©Äܹ»ÔþÖÆ³É¸÷ÖÖ¸÷ÑùµÄ³ß´çºÍÐÎ×´£»£¨e£©Æ£ÀÍÇ¿¶È£»£¨f£©Ôڽṹ±»·Ö½âºó¿ÉÄܵÄÔÙÀûÓã»ÒÔ¼°£¨g£©²ÐÓà¼ÛÖµ£¬¼´Ê¹²»ÄÜÒÔÆäÒÑÓеÄÐÎʽ±»ÔÙÀûÓ᣸ֲÄÊÇ×îÖÕ¿ÉÑ­»·µÄ²ÄÁÏ¡£
Disadvantages of Steel as a Structural Material
¸Ö²Ä×÷Ϊ½á¹¹²ÄÁϵÄȱµã
In general, steel has the following disadvantages.

ͨ³££¬¸Ö²Ä¾ßÓÐÏÂÁÐȱµã¡£
Maintenance Costs¡¡¡¡Most steels are susceptible to£¨Ò×ÊÜ..Ó°Ï죩corrosion£¨ÐâÊ´£©when freely£¨Ö±½ÓµØ£© exposed to air and water and must therefore be periodically£¨¶¨Ê±µØ£©painted. The use of weathering£¨·ç»¯£©steels, in suitable design applications, tends to eliminate£¨±ÜÃ⣩this cost.

Ïà¹Ø»°Ìâ/ÍÁľ¹¤³Ì

  • ÁìÏÞʱ´ó¶îÓÅ»Ýȯ,Ïí±¾Õ¾Õý°æöλÔÓéÀֵǼÈë¿ÚÏÂÔØöλÔÓéÀÖ¹Ù·½appÏÂÔØ!
    ´ó¶îÓÅ»Ýȯ
    ÓÅ»ÝȯÁìÈ¡ºó72СʱÄÚÓÐЧ£¬10ÍòÖÖ×îÐÂöλÔÓéÀֵǼÈë¿ÚÏÂÔØ¿¼Ö¤Ààµç×Ó´òÓ¡öλÔÓéÀÖ¹Ù·½appÏÂÔØÈÎÄãÑ¡¡£º­¸ÇÈ«¹ú500ÓàËùԺУöλÔÓéÀÖ¹Ù·½appÏÂÔØöλÔÓéÀֵǼÈë¿ÚÏÂÔØ¿Î¡¢200¶àÖÖÖ°Òµ×ʸñöλÔÓéÀֵǼÈë¿ÚÏÂÔØ¡¢1100¶àÖÖ¾­µä½Ì²Ä£¬²úÆ·ÀàÐͰüº¬µç×ÓÊé¡¢Ìâ¿â¡¢È«Ì×öλÔÓéÀÖ¹Ù·½appÏÂÔØÒÔ¼°ÊÓÆµ£¬ÎÞÂÛÄúÊÇöλÔÓéÀÖ¹Ù·½appÏÂÔØ¸´Ï°¡¢¿¼Ö¤Ë¢Ì⣬»¹ÊÇ¿¼Ç°³å´ÌµÈ£¬²»Í¬ÀàÐ͵IJúÆ·¿ÉÂú×ãÄúѧϰÉϵIJ»Í¬ÐèÇó¡£ ...
    öλÔÓéÀֵǼÈë¿ÚÏÂÔØÓÅ»Ýȯ ±¾Õ¾Ð¡±à FreeÒ¼°Û·ÖÑ§Ï°Íø 2022-09-19
  • ͬ¼Ã´óѧÑо¿ÉúöλÔÓéÀֵǼÈë¿ÚÏÂÔØ½éÉÜ£º½¨ÖþÓëÍÁľ¹¤³Ì£¨öλÔÓéÀֵǼÈë¿ÚÏÂÔØÑ§Î»£©
    Ò»¡¢¼ò½éͬ¼Ã´óѧÍÁľ¹¤³Ìѧ¿ÆÊǹúÄÚ×ÛºÏʵÁ¦×îÇ¿¡¢ÃÅÀà×îΪÆëÈ«µÄÍÁ½¨Ààѧ¿Æ£¬²¢ÒÔÆäÅàÑøµÄ׿ԽÈ˲źͷá˶µÄ½Ìѧ¿ÆÑгɹûÔÚ¹úÄÚÍâѧÊõ½ç¡¢¹¤³Ì½çÏíÓÐÊ¢Óþ¡£ÔçÔÚ1914Äêͬ¼Ã´óѧ¾ÍÉèÁ¢ÁËÍÁľϵ¿Æ£¬1952ÄêÈ«¹ú¸ßµÈԺУԺϵµ÷ÕûÒÔ¼°1996ÄêÉϺ£³ÇÊн¨ÉèѧԺ¡¢ÉϺ£½¨Öþ²ÄÁϹ¤ÒµÑ§ÔººÍ2000ÄêÉϺ£ÌúµÀ´óѧÏȺó²¢Èë ...
    ±¾Õ¾Ð¡±à Ãâ·ÑöλÔÓéÀÖ¹Ù·½appÏÂÔØÍø 2016-07-27
  • ÉϺ£½»Í¨´óѧÑо¿ÉúöλÔÓéÀֵǼÈë¿ÚÏÂÔØ½éÉÜ£ºÍÁľ¹¤³Ì
    ÍÁľ¹¤³Ì£¨081400£©½»²æÑ§¿ÆµÄѧÊõÐÍ˶ʿÑо¿Éú£¬ÔÊÐíÆäÑ¡ÐÞ1¡«2Ãű¾Ñ§¿Æ±¾¿Æ¿Î³Ì£¬Ñ§·ÖµÄÈÏ¿ÉÓÉѧ¿Æ¾ßÌ广¶¨¡£±¾ÈËÉêÇ룬¾­µ¼Ê¦ºÍѧ¿ÆÍ¬Ò⣬µÝ½»Ñ§Ôº£¨Ïµ£©½ÌÎñ°ì´æµµ£¬²¢±¨Ñо¿ÉúÔº±¸°¸¡£1985ÄêÍÁľ¹¤³Ìϵ»Ö¸´½¨Ïµ£¬2010Äê»ñÒ»¼¶Ñ§¿ÆË¶Ê¿µãºÍ²©Ê¿µã£¬¾ßÓÐÍÁľ¹¤³Ì²©Ê¿ºóÁ÷¶¯Õ¾£¬ÆäÖÐÑÒÍÁ¹¤³ÌΪÉϺ£ÊÐÖØµã ...
    ±¾Õ¾Ð¡±à Ãâ·ÑöλÔÓéÀÖ¹Ù·½appÏÂÔØÍø 2016-07-27
  • ÉϺ£´óѧÑо¿ÉúöλÔÓéÀֵǼÈë¿ÚÏÂÔØ½éÉÜ£ºÍÁľ¹¤³Ì
    081400 ÍÁľ¹¤³Ì¡¡ÉϺ£´óѧÍÁľ¹¤³ÌϵӵÓÐ"½á¹¹¹¤³Ì"¶þ¼¶Ñ§¿Æ²©Ê¿Ñ§Î»ÊÚÓèȨ¡¢"ÍÁľ¹¤³Ì"Ò»¼¶Ñ§¿ÆË¶Ê¿Ñ§Î»ÊÚÓèȨÒÔ¼°"½¨ÖþÓëÍÁľ¹¤³ÌÁìÓò"öλÔÓéÀֵǼÈë¿ÚÏÂÔØÑ§Î»ÊÚÓèȨ¡£ÍÁľ¹¤³ÌϵÔڽṹ¼ÆËãÀíÂÛÓ빤³ÌÓ¦Óᢽṹ¿¹Õ𣨼õÕ𣩼°¿ØÖÆ¡¢±¥ºÍ/·Ç±¥ºÍÍÁµÄ»ù±¾ÌØÐÔ¼°ÀíÂÛÄ£ÐÍ¡¢ÑÒÍÁ½á¹¹±äÐλúÀí¼°¼Ó¹Ì¼¼Êõ¡¢¸Û¿Ú¹¤³ÌÓëË®¹¤½á¹¹ ...
    ±¾Õ¾Ð¡±à Ãâ·ÑöλÔÓéÀÖ¹Ù·½appÏÂÔØÍø 2016-07-27
  • ÉϺ£´óѧÑо¿ÉúöλÔÓéÀֵǼÈë¿ÚÏÂÔØ½éÉÜ£º½¨ÖþÓëÍÁľ¹¤³Ì
    ½¨ÖþÓëÍÁľ¹¤³Ì˶ʿ¹¥¶ÁÈ«ÈÕÖÆöλÔÓéÀֵǼÈë¿ÚÏÂÔØÑ§Î»Ñо¿ÉúÅàÑø·½°¸Ò»¡¢ÅàÑøÄ¿±ê½¨ÖþÓëÍÁľ¹¤³ÌÁìÓòÈ«ÈÕÖÆöλÔÓéÀֵǼÈë¿ÚÏÂÔØË¶Ê¿Ñ§Î»Ñо¿Éúѧλ»ñµÃÕßÓ¦ÊǸ߲ã´ÎÓ¦ÓÃÐÍרÃÅÈ˲ţ»Ó¦ÕÆÎÕ±¾ÁìÓò½ÏÔúʵµÄ»ù´¡ÀíÂÛ¡¢öλÔÓéÀֵǼÈë¿ÚÏÂÔØÖªÊ¶ºÍÏȽø¼¼Êõ¼¼ÄÜ£¬Á˽ⱾÁìÓòµÄ¼¼ÊõÏÖ×´ºÍ·¢Õ¹Ç÷ÊÆ£¬¾ßÓнÏÇ¿½â¾ö¹¤³Ìʵ¼ÊÎÊÌâµÄÄÜÁ¦ºÍ´´ÐÂÒâʶ£¬Äܹ»³Ðµ£±¾öλÔÓéÀֵǼÈë¿ÚÏÂÔØÁìÓò¼¼Êõ»ò¹ÜÀí¹¤×÷ ...
    ±¾Õ¾Ð¡±à Ãâ·ÑöλÔÓéÀÖ¹Ù·½appÏÂÔØÍø 2016-07-27
  • ɽ¶«¿Æ¼¼´óѧ˶ʿÑо¿ÉúöλÔÓéÀֵǼÈë¿ÚÏÂÔØ½éÉÜ£ºÍÁľ¹¤³Ì
    Ò».ÅàÑøÄ¿±ê±¾öλÔÓéÀֵǼÈë¿ÚÏÂÔØÅàÑøÕÆÎÕÍÁľ¹¤³Ìѧ¿ÆµÄ»ù±¾ÀíÂۺͻù±¾ÖªÊ¶£¬»ñµÃ¹¤³Ìʦ»ù±¾¼¼ÄÜѵÁ·£¬»ù´¡Ôúʵ£¬ÖªÊ¶Ãæ¿í£¬×ÛºÏËØÖʽϸߣ¬¾ßÓд´ÐÂÄÜÁ¦µÄרÃÅÈ˲Å¡£Í¨¹ýϵͳµØÕÆÎÕ±¾öλÔÓéÀֵǼÈë¿ÚÏÂÔØËù±ØÐèµÄÊýѧ¡¢ÎïÀí¡¢»¯Ñ§¡¢ÍâÓï¼°¼ÆËã»úµÈ»ù´¡¿ÆÑ§ÀíÂÛ£¬¾ßÓÐÔúʵµÄÖÆÍ¼¡¢Á¦Ñ§¡¢²ÄÁÏ¡¢µØÖÊÓë²âÁ¿µÈ¼¼Êõ»ù´¡ÀíÂۺͱØÒªµÄ½á¹¹Éè¼Æ¡¢Ê©¹¤¼¼Êõ¼°¹¤³Ì ...
    ±¾Õ¾Ð¡±à Ãâ·ÑöλÔÓéÀÖ¹Ù·½appÏÂÔØÍø 2016-07-27
  • ÇൺÀí¹¤´óѧÍÁľ¹¤³Ì£¨Ò»¼¶Ñ§¿Æ£©öλÔÓéÀֵǼÈë¿ÚÏÂÔØ½éÉÜ
    ÍÁľ¹¤³Ì¹¤³ÌÒ»¼¶Ñ§¿Æ°üº¬½á¹¹¹¤³Ì¡¢ÑÒÍÁ¹¤³Ì¡¢·ÀÔÖ¼õÔÖ¹¤³Ì¼°·À»¤¹¤³Ì¡¢ÇÅÁºÓëËíµÀ¹¤³ÌµÈ6¸ö¶þ¼¶Ñ§¿Æ¡£Ñ§¿ÆÆðÔ´ÓÚ1931Ä꣬ÊDZ¾Ð£µÄ´«Í³ÓÅÊÆÑ§¿Æ£¬1995Äê»ñÅú½á¹¹¹¤³ÌµÈ˶ʿµã£¬2006Äê»ñÅúÍÁľ¹¤³ÌÒ»¼¶Ñ§¿ÆË¶Ê¿µã£¬Í¬Ê±»ñÅú½á¹¹¹¤³Ì²©Ê¿µã£¬2009Äê»ñÅú²©Ê¿ºó¿ÆÑÐÁ÷¶¯Õ¾¡£ÍÁľ¹¤³ÌÒ»¼¶Ñ§¿ÆË¶Ê¿µãÒÔ±¾Ð£µÄ½á ...
    ±¾Õ¾Ð¡±à Ãâ·ÑöλÔÓéÀÖ¹Ù·½appÏÂÔØÍø 2016-07-27
  • ÇൺÀí¹¤´óѧ½¨ÖþÓëÍÁľ¹¤³Ì£¨öλÔÓéÀֵǼÈë¿ÚÏÂÔØÑ§Î»£©öλÔÓéÀֵǼÈë¿ÚÏÂÔØ½éÉÜ
    ½¨ÖþÓëÍÁľ¹¤³Ì£¨öλÔÓéÀֵǼÈë¿ÚÏÂÔØÑ§Î»£©£¨ÍÁľ¹¤³Ìѧ¿Æ²¿·Ö£©½¨ÖþÓëÍÁľ¹¤³ÌÊÇÑо¿ÈËÀàÉç»áºÍÉú»îËùÐèÒªµÄ»ù´¡ÉèÊ©½¨ÉèµÄ¹æ»®¡¢Éè¼Æ¡¢½¨ÔìºÍά»¤µÄ¹¤³ÌÁìÓò¡£Æä¹¤³Ì˶ʿѧλÊÚȨµ¥Î»ÅàÑø´ÓÊÂÇøÓò¹æ»®£¬³ÇÊкʹåÕò¹æ»®£¬³ÇÊÐÉè¼Æ£¬½¨ÖþÓë½á¹¹Éè¼Æ£¬ÊÐÕþ¹¤³ÌÉè¼Æ£¬ÇÅÁº¡¢µÀ·ÓëËíµÀ¹¤³ÌÉè¼Æ£¬µØÏÂÓëË®¹¤½á¹¹Éè¼Æ¼°Æä¿±²â¡¢Ê©¹¤¡¢Î¬»¤µÈ¸ß ...
    ±¾Õ¾Ð¡±à Ãâ·ÑöλÔÓéÀÖ¹Ù·½appÏÂÔØÍø 2016-07-27
  • ÄϾ©º½¿Õº½Ìì´óѧÑо¿ÉúöλÔÓéÀֵǼÈë¿ÚÏÂÔØ½éÉÜ£ºÍÁľ¹¤³Ì
    Ëæ×ź½¿ÕÊÂÒµµÄ·¢Õ¹£¬»ú³¡½¨Éè±»ÍÆÉÏÁËÒ»¸öеķ¢Õ¹¸ß¶È¡£±¾öλÔÓéÀֵǼÈë¿ÚÏÂÔØ¼ÈÌåÏÖ¹úÃñ¾­¼Ã½¨ÉèµÄÐèÒª£¬ÓÖ¾ßÓÐÏÊÃ÷µÄº½¿ÕÌØÉ«£¬¾ÍÒµÃæ¿í£¬ÐèÇóÁ¿´ó¡£±¾öλÔÓéÀֵǼÈë¿ÚÏÂÔØÅàÑøÕÆÎÕÍÁľ¹¤³Ìѧ¿ÆµÄ»ù´¡ÀíÂÛ¡¢»ù±¾ÖªÊ¶ºÍ»ù±¾¼¼ÄÜ£¬»ñµÃ¹¤³Ìʦ»ù±¾ÑµÁ·£¬¾ß±¸´ÓÊÂÍÁľ¹¤³ÌÉè¼Æ¡¢Ñо¿¿ª·¢¡¢Ê©¹¤¼°¹ÜÀíÄÜÁ¦£¬ÊìÖª»ú³¡¡¢µØÏ½¨ÖþµÄ¶ÀÌØÉè¼Æ·½·¨£¬²¢¾ßÓд´Ð¾« ...
    ±¾Õ¾Ð¡±à Ãâ·ÑöλÔÓéÀÖ¹Ù·½appÏÂÔØÍø 2016-07-27
  • ½­ËÕ´óѧöλÔÓéÀֵǼÈë¿ÚÏÂÔØ½éÉÜ£ºÍÁľ¹¤³Ì
    ÍÁľ¹¤³Ì˶ʿµã½éÉܽṹ¹¤³Ì ±¾Ñ§¿ÆÊÇÍÁľ¹¤³ÌÒ»¼¶Ñ§¿ÆËùÊôµÄÒ»¸ö¶þ¼¶Ñ§¿Æ£¬Ö÷ÒªÑо¿½¨Ôì¸÷À๤³ÌÉèÊ©µÄ¿ÆÑ§¼¼ÊõÖоßÓй²ÐԵĽṹѡÐÍ¡¢Á¦Ñ§·ÖÎö¡¢Éè¼ÆÀíÂÛºÍÊ©¹¤½¨Ôì¼¼Êõ¼°×éÖ¯¹ÜÀí·½·¨µÄѧ¿Æ¡£Ö¼ÔÚÅàÑø½á¹¹¹¤³ÌÉè¼ÆºÍ¹¤³Ì½¨Éè·½ÃæµÄ¸ß¼¶×¨ÃÅÈ˲Å£¬Ê¹ÆäÄܹ»Ê¤Èνṹ¹¤³ÌÁìÓòµÄ½Ìѧ¡¢¿ÆÑм°¹¤³Ì¼¼Êõ¿ª·¢ºÍ¹ÜÀí¹¤×÷¡£Ñ§¿ÆÏÖ ...
    ±¾Õ¾Ð¡±à Ãâ·ÑöλÔÓéÀÖ¹Ù·½appÏÂÔØÍø 2016-07-27
  • ´óÁ¬Àí¹¤´óѧ˶ʿÑо¿ÉúöλÔÓéÀֵǼÈë¿ÚÏÂÔØ½éÉÜ£º½¨ÖþÓëÍÁľ¹¤³Ì
    ´óÁ¬Àí¹¤´óѧÑо¿Éú½¨ÖþÓëÍÁľ¹¤³ÌöλÔÓéÀֵǼÈë¿ÚÏÂÔØ½éÉÜÈçÏ£º½¨ÖþÓëÍÁľ¹¤³Ì£¨öλÔÓéÀֵǼÈë¿ÚÏÂÔØ´úÂëΪ085213£¬ÊÚÓ蹤³Ì˶ʿѧ룩1¡¢öλÔÓéÀֵǼÈë¿ÚÏÂÔØ¼ò½é¸Ã¹¤³ÌÁìÓòÁ¥ÊôÓÚ´óÁ¬Àí¹¤´óѧÍÁľ¹¤³ÌÒ»¼¶Ñ§¿Æ²©Ê¿µãºÍ½¨Öþѧһ¼¶Ñ§¿ÆË¶Ê¿µã£¬ÆäÖÐÍÁľ¹¤³Ìº­¸Ç½á¹¹¹¤³Ì£¬ÑÒÍÁ¹¤³Ì£¬ÊÐÕþ¹¤³Ì£¬ÇÅÁºÓëËíµÀ¹¤³Ì£¬·ÀÔÖ¼õÔÖ¹¤³Ì¼°·À»¤¹¤³Ì£¬¹©ÈÈ¡¢¹©È¼Æø¡¢Í¨·ç¼°¿Õµ÷ ...
    ±¾Õ¾Ð¡±à Ãâ·ÑöλÔÓéÀÖ¹Ù·½appÏÂÔØÍø 2016-07-27
öλÔÓéÀÖ(xinhui)¹Ù·½ÍøÕ¾_öλÔÓéÀÖappÏÂÔØÈë¿Ú