¡¡¡¡ÕªÒª£º±¾±ÏÒµÉè¼ÆÌâÄ¿ÊǸÓÖÝ»á²ýÏØÐË¡±ö¹ÝÉè¼Æ£¬¸Ã°ì¹«Â¥µÄ×ܽ¨ÖþÃæ»ý´óÔ¼ÊÇ3720ƽ·½Ã×£¬¹²Áù²ã£¬½¨Öþ¸ß¶ÈΪ23.4Ãס£±¾½¨Öþ²ÉÓøֽî»ìÄýÍÁÈ«ÏÖ½½¿ò¼Ü½á¹¹Ìåϵ¡£»ù´¡²ÉÓÃÖù϶ÀÁ¢»ù´¡½×ÌÝÐÍÏÖ½½ÓëÁªºÏ»ù´¡ÏÖ½½¡£
¡¡¡¡±¾Éè¼ÆÄÚÈݰüÀ¨½¨ÖþÉè¼Æ¡¢½á¹¹ÊÖËãºÍ½á¹¹µçËãÈý²¿·Ö¡£ÆäÖн¨ÖþÉè¼ÆÖ÷Òª¸ù¾Ý½¨ÖþµÄÖØÒªÐÔ£¬¹¤³ÌµØÖÊ¿±²é±¨¸æ£¬½¨Öþ³¡µØµÄÀà±ð¼°½¨ÖþµÄ¸ß¶ÈºÍ²ãÊýÀ´È·¶¨½¨ÖþµÄ½á¹¹ÐÎʽ£¬±¾¹¤³Ì²ÉÓõÄÊÇ¿ò¼Ü½á¹¹¡£
¡¡¡¡ÊÖË㲿·Ö¼ÆËãÊéµÄÖ÷ÒªÄÚÈÝÓй¤³Ì¸Å¿ö¡¢¹¹¼þ³ß´çµÄ³õ²½È·¶¨¡¢¿ò¼ÜµÄ¼ÆËã¼òͼ¡¢ºÉÔØ¼ÆËã¡¢¿ò¼ÜºáÏò²àÒÆ¼ÆËã¡¢¿ò¼ÜÔÚˮƽ·çÔØ¡¢ÊúÏòºÉÔØ×÷ÓÃϵÄÄÚÁ¦¼ÆËã·ÖÎöºÍ¼ÆËã¡¢ÄÚÁ¦×éºÏ¡¢½ØÃæÉè¼Æ¡¢Â¥ÌÝÉè¼Æ¼°»ù´¡Éè¼Æ¡£ÆäÖмÆËãˮƽµØÕðÁ¦×÷ÓÃÏÂʱ²ÉÓü«ÏÞ״̬Éè¼Æ·½·¨¡£ÔÚÁºÖù½ØÃæÉè¼ÆÊ±Òª²ÉÓÃ"Ç¿ÖùÈõÁº"ÔÔò¡£
¡¡¡¡µçËãʱ£¬ÏÈÓÃPMCADÈí¼þ½øÐÐ½á¹¹Æ½Ãæ²¼Ö㬼ì²éÆ½ÃæÊý¾Ý£¬ÊäÈë´ÎÁºÂ¥°å£¬ÊäÈëºÉÔØÊý¾Ý£¬ÐγÉPKÎļþ£¬»½á¹¹Æ½ÃæÍ¼£¬È»ºóʹÓÃPK½øÐпò¼Ü¼ÆË㣻×îºóÓÃSAT-8Èí¼þ½øÐпò¼ÜµÄ¿Õ¼ä½á¹¹¼ÆË㣬Êä³öÂ¥°åÅä½îͼ¡¢¿ò¼ÜÁºÖùÅä½îͼ¼°»ù´¡Åä½îͼ¡£ÔÙÓÃTSSD FOR ACAD2004½øÐÐÂ¥ÌÝÅä½î¼ÆËã¡£
¡¡¡¡ÔÚÉè¼Æ¹ý³ÌÖвÉÓÃÁËÊÖËãºÍµçËãÁ½ÖÖ·½Ê½£¬¶Ô¼ÆËã½á¹û½øÐÐУºË£¬¼°Ê±·¢ÏÖÉè¼ÆÖеĴíÎóÒÔ¼°ÓëµçË㲻ͬµÄ²¿·Ö£¬ÕÒ³öÔÒò¡£
¡¡¡¡¹Ø¼ü´Ê£º±ÏÒµÉè¼Æ£¬±ö¹Ý£¬¿ò¼Ü½á¹¹£¬ÄÚÁ¦×éºÏ£¬½ØÃæÉè¼Æ£¬
¡¡¡¡Abstract: The subject of this graduation project is Ganzhou hichang booming hotel design, the building's total construction area is about 3720 square meters, a total of six, building height of 23.4 meters. The construction of reinforced concrete frame structure the whole place. Foundation under column base with ladder-type place and place the joint basis.
¡¡¡¡The design includes architectural design, structural calculation and structure of the ICC hands of three parts. One major architectural importance under construction, engineering geological survey report, the type of construction sites and construction of the height and number of layers to determine the building's structure, this project uses a frame structure.
¡¡¡¡Hand-counted part of the calculations of the main contents of project profiles, component dimensions of the initially identified, the framework of the calculation diagram, load calculation, calculation of the framework of horizontal lateral, the framework contained in the horizontal wind, vertical load calculation and analysis and calculation of internal forces , internal force composition, cross section design, stair design and basic design. Which calculated the level of earthquake force limit state design method used. In the beam and column design to a "strong column and weak beam" principle.
¡¡¡¡Computing, the first structure with PMCAD layout software, check the print data, enter the sub-beam floor, enter the load data, the formation of PK files, draw the structure plan, and then use the PK to frame calculation; Finally, SAT-8 software framework Spatial structure calculation, the output slab reinforcement plans, the framework and foundation beam reinforcement reinforcement plan map. Stairs then TSSD FOR ACAD2004 for reinforcement calculation.
¡¡¡¡In the design process using hand and computer computation in two ways, the result for checking, to detect design errors as well as different parts of Computing, identify the causes.
¡¡¡¡Key words: graduate design, hotel, frame structure, internal force composition, cross section design.
¡¡¡¡Ä¿ ¼
¡¡¡¡1¡¢¹¤³Ì¸Å¿ö
¡¡¡¡¸Ã±ö¹ÝΪÁù²ã¸Ö½î»ìÄýÍÁ¿ò¼Ü½á¹¹Ìåϵ£¬½¨ÖþÃæ»ýԼΪ3700©O×óÓÒ¡£²ÉÓÃÆÕͨש£¬ÏÖ½½¸Ö½î»ìÄýÍÁÂ¥°å£¬¸÷²ã²ã¸ß¾ùΪ3.9m, ÊÒÄÚÍâ¸ß²î0.45m,½¨ÖþÉè¼ÆÊ¹ÓÃÄêÏÞ50Äê¡£
¡¡¡¡2¡¢Éè¼Æ×ÊÁÏ
¡¡¡¡2.1 ÆøÏó×ÊÁÏ£º»ù±¾Ñ©Ñ¹0.35KN/©O£¬Ñ©ºÉÔØ×¼ÓÀ¾ÃÖµ·Ö¢óÇø£¬µØÃæ´Ö²Ú¶ÈÀà±ðΪBÀࡣȫÄêΪÎ÷±±·ç£¬»ù±¾·çѹΪ0.5KN/©O¡£Äê×î¸ßÎÂ39.8¡æ£¬×îµÍζÈ-8¡æ¡£Ïà¶ÔζÈ75%.
¡¡¡¡2.2 µØÖÊ×ÊÁÏ£º½¨Öþ³¡µØÍÁ²ã×Ô϶øÉÏÒÀ´ÎΪÔÓÌîÍÁ²ã¡¢·ÛÖÊÕ³ÍÁ²ã¡¢´Öɰ²ã¡¢Ï¸É°²ã¡¢Àùɰ²ã£¬²ÉÓÃÌìÈ»µØ»ù£¬³ÖÁ¦²ãΪ·ÛÖÊÕ³ÍÁ£¬µØ»ù³ÐÔØÁ¦ÌØÕ÷Öµfak=195kpa,Éî¶È¾àµØ±í2.5m,ÎÞµØÏÂË®¡£
¡¡¡¡2.3 ³¡µØµØÕðÁÒ¶ÈΪ¢ö¶È¡£
¡¡¡¡2.4 ²ÄÁÏ£ºÁº°åÖùµÄ»ìÄýÍÁ¾ùÑ¡Óã¬ÁºÖùÖ÷½îÑ¡HRB400,¹¿½îÑ¡ÓÃHPB235,°åÊÜÁ¦¸Ö½îÑ¡ÓÃHRB335.
¡¡¡¡3¡¢½á¹¹Æ½Ãæ²¼ÖÃ
¡¡¡¡3.1½á¹¹Æ½Ãæ²¼ÖÃͼ
¡¡¡¡¸ù¾Ý½¨Öþ¹¦ÄÜÒªÇó¼°¿ò¼Ü½á¹¹Ìåϵ£¬Í¨¹ý·ÖÎöºÉÔØ´«µÝ·ÏßÈ·¶¨ÁºÏµ²¼Ö÷½°¸¡£Èçͼ1.1.
½á¹¹Í¼
¡¡¡¡3.2 ¿ò¼Ü½ØÃæ³ß´çÈ·¶¨
¡¡¡¡4. Â¥°åÉè¼Æ
¡¡¡¡4.1 Â¥°åºÉÔØ
¡¡¡¡4.2 Â¥°åÅä½î¼ÆËã
¡¡¡¡5.¿ò¼Ü¼ÆËã¼òͼ¼°ÁºÖùÏ߸նÈ
¡¡¡¡5.1 ¿ò¼ÜÖùÏ߸նȼÆËã
¡¡¡¡5.2 ÁºÖùµÄ¿ç¶È¡¢¸ß¶È¼°¿ò¼Ü¼ÆËã¼òͼ
¡¡¡¡6. ºÉÔØ¼ÆËã
¡¡¡¡6.1 ºãºÉÔØ¼ÆËã
¡¡¡¡6.2 ÊúÏòºÉÔØÏ¿ò¼ÜÊܺÉ×Üͼ
¡¡¡¡6.3 ·çºÉÔØ¼ÆËã
¡¡¡¡6.4 ·çºÉÔØ×÷ÓÃϵÄÎ»ÒÆÑéËã
¡¡¡¡7. ÄÚÁ¦¼ÆËã
¡¡¡¡7.1 ºãºÉÔØ×÷ÓÃÏÂÄÚÁ¦¼ÆËã
¡¡¡¡7.2 »îºÉÔØ×÷ÓÃÏÂÄÚÁ¦¼ÆËã
¡¡¡¡7.3 ·çºÉÔØ×÷ÓÃÏÂÄÚÁ¦¼ÆËã
¡¡¡¡8. ÄÚÁ¦×éºÏ
¡¡¡¡8.1 Éè¼Æ×ÊÁÏ
¡¡¡¡8.2 Â¥Ãæ°å
¡¡¡¡9. ÄÚÁ¦×éºÏ
¡¡¡¡9.1 ¿ò¼ÜÖù½ØÃæÉè¼Æ
¡¡¡¡9.2 ¿ò¼ÜÁº½ØÃæÉè¼Æ
¡¡¡¡10. Â¥ÌÝÉè¼Æ
¡¡¡¡9.1 ¼ÆËã¼òͼ¼°½ØÃæ³ß´ç
¡¡¡¡9.2 Éè¼Æ×ÊÁÏ
¡¡¡¡9.3 ÌݶΰåÉè¼Æ
¡¡¡¡9.4 ƽ̨°å¼ÆËã
¡¡¡¡9.5 ƽ̨Áº¼ÆËã
¡¡¡¡11. »ù´¡Éè¼Æ
¡¡¡¡10.1 ×î²»ÀûºÉÔØÑ¡Ôñ
¡¡¡¡10.2 »ù´¡ÄÚÁ¦¼ÆËã
¡¡¡¡10.3 »ù´¡Åä½î
¡¡¡¡²Î¿¼ÎÄÏ×
¡¡¡¡[1]. GB50010-2002. »ìÄýÍÁ½á¹¹Éè¼Æ¹æ·¶¡£ ±±¾©£ºÖйú½¨Öþ¹¤Òµ³ö°æÉç¡£ 2002.
¡¡¡¡[2]. GB50009-2001. ½¨Öþ½á¹¹ºÉÔØ¹æ·¶¡£±±¾©£ºÖйú½¨Öþ¹¤Òµ³ö°æÉç¡£ 2002.
¡¡¡¡[3]. GB50007-2002. ½¨ÖþµØ»ù»ù´¡Éè¼Æ¹æ·¶¡£ ±±¾©£ºÖйú½¨Öþ¹¤Òµ³ö°æÉç¡£ 2005.
¡¡¡¡[4]. GB50011-2001. ½¨Öþ¿¹ÕðÉè¼Æ¹æ·¶¡£ ±±¾©£ºÖйú½¨Öþ¹¤Òµ³ö°æÉç¡£ 2001
¡¡¡¡[5]. GB50016-2006. ½¨ÖþÉè¼Æ·À»ð¹æ·¶¡£ ±±¾©£ºÖйú¼Æ»®³ö°æÉç¡£ 2006.
¡¡¡¡[6]. 03G101. Æ½ÃæÕûÌå±íʾ·½·¨ÖÆÍ¼¹æÔòºÍ¹¹ÔìÏêͼ¡£ ±±¾©£ºÖйú½¨Öþ±ê×¼Éè¼ÆÑо¿Ëù³ö°æ¡£ 2003.
¡¡¡¡[7]. ÉòÆÑÉúÖ÷±à¡£ »ìÄýÍÁ½á¹¹Éè¼ÆÔÀí[M].±±¾©£º¸ßµÈ½ÌÓý³ö°æÉç¡£ 2005.6.
¡¡¡¡[8]. ÉòÆÑÉúÖ÷±à¡£ »ìÄýÍÁ½á¹¹Éè¼Æ[M]. ±±¾©£º¸ßµÈ½ÌÓý³ö°æÉç¡£ 2005.6.
¡¡¡¡[9]. Àî±Øè¤¡£ ·¿Îݽ¨Öþѧ[M] .Î人£ºÎ人Àí¹¤´óѧ³ö°æÉç¡£ 2000.7.
¡¡¡¡[10]. ÏÖ´úÊÒÄÚ×°ÊÎÊÖ²á <http://210.35.251.243/opac/openlink.php?title=%CF%D6%B4%FA%CA%D2%C4%DA%D7%B0%CA%CE%CA%D6%B2%E1> Öйú¼Æ»®³ö°æÉç 2000.7 TU238-62/1
¡¡¡¡[11]. ±ö¹ÝÊÒÄÚ×°ÊÎÉè¼ÆÓëÊ©¹¤¹ÜÀíʵÀý <http://210.35.251.243/opac/item.php?marc_no=0000590053> ¶«ÄÏ´óѧ³ö°æÉç 2005 TU247.4-64/5
¡¡¡¡[12]. F.FUdoeyo et al.strength performance of laterized concrete construction and building ,meterials 20£¨2006£©1057-1062
ÖÂл
¡¡¡¡Õâ´ÎµÄ±ÏÒµÉè¼ÆÊÇÔÚÎÒµÄÖ¸µ¼ÀÏʦÖÓ¾Õ·¼ÀÏʦºÍÖÓÑÓ·ÒÀÏʦÇ×Çйػ³ºÍϤÐÄÖ¸µ¼ÏÂÍê³ÉµÄ¡£´Ó±ÏÒµÉè¼Æµ½Éè¼ÆÍê³É£¬ÖÓ¾Õ·¼ÀÏʦ¸øÓèÁËÎÒÄÍÐÄÖ¸µ¼ÓëϸÐĹػ³£¬ÓÐÁËÖÓÀÏʦÄÍÐÄÖ¸µ¼ÓëϸÐĹػ³ÎҲŲ»»áÔÚÉè¼ÆµÄ¹ý³ÌÖÐÃÔʧ·½Ïò£¬Ê§È¥Ç°½ø¶¯Á¦¡£ÖÓÀÏʦÓÐÑÏËàµÄ¿ÆÑ§Ì¬¶È£¬ÑϽ÷µÄÖÎѧ¾«ÉñºÍ¾«ÒæÇ󾫵Ť×÷×÷·ç£¬ÕâЩ¶¼ÊÇÎÒËùÐèҪѧϰµÄ£¬¸ÐлÖÓÀÏʦ¸øÓèÁËÎÒÕâÑùÒ»¸öѧϰ»ú»á£¬Ð»Ð»£¡
¡¡¡¡¸ÐлÓëÎÒ²¢¼ç×÷Õ½µÄÉáÓÑÓëͬѧÃÇ£¬¸Ðл¹ØÐÄÎÒÖ§³ÖÎÒµÄÅóÓÑÃÇ£¬¸ÐлѧУÁìµ¼¡¢ÀÏʦÃÇ£¬¸ÐлÄãÃǸøÓèÎҵİïÖúÓë¹Ø»³£»¸ÐлÄϲýº½¿Õ´óѧ£¬Ìرð¸ÐлÍÁľ½¨ÖþѧԺËÄÄêÀ´ÎªÎÒÌṩµÄÁ¼ºÃѧϰ»·¾³£¬Ð»Ð»£¡
£¨ÈçÄúÐèÒª²é¿´±¾Æª±ÏÒµÉè¼ÆÈ«ÎÄ£¬ÇëÄúÁªÏµ¿Í·þË÷È¡£©