毕业设计 xxxx港一期5万吨级多用途码头设计梁板式高桩码头结构.doc

约79页DOC格式手机打开展开

毕业设计 xxxx港一期5万吨级多用途码头设计梁板式高桩码头结构,ÕªÒªÖйúxxxx¸Û¡¢¶«Óª¸Û¾­¼Ã¿ª·¢ÇøλÓÚÖйú»ÆºÓÈý½ÇÖÞÖÐÐijÇÊж«ÓªÊж«±±²¿£¬±±ÁÚ¾©½òÌÁ¾­¼ÃÇø£¬ÄÏÁ¬½º¶«°ëµº£¬±ôÁÙ²³º£Î÷ÄϺ£°¶£¬µØ´¦»ÆºÓ¾­¼Ã´øÓë»·²³º£¾­¼ÃȦµÄ½»»ãµã¡£...
编号:20-198868大小:4.65M
分类: 论文>土木工程/建筑论文

内容介绍

此文档由会员 ljjwl8321 发布

Õª Òª

ÖйúXXXX¸Û¡¢¶«Óª¸Û¾­¼Ã¿ª·¢ÇøλÓÚÖйú»ÆºÓÈý½ÇÖÞÖÐÐijÇÊж«ÓªÊж«±±²¿£¬±±ÁÚ¾©½òÌÁ¾­¼ÃÇø£¬ÄÏÁ¬½º¶«°ëµº£¬±ôÁÙ²³º£Î÷ÄϺ£°¶£¬µØ´¦»ÆºÓ¾­¼Ã´øÓë»·²³º£¾­¼ÃȦµÄ½»»ãµã¡£±¾´ÎÉè¼Æ5Íò¶Ö¼¶²´Î»µÄ¶àÓÃ;¸ß×®ÂëÍ·£¬Ö÷ÒªÊÇÉ¢»õ´¬Ó뼯װÏä´¬¡£¸ù¾ÝÉè¼Æ¹¤ÒÕÒªÇó£¬ÂëÍ·×@@¤Îª1348m£¬ÂëÍ·Ç°Ñص׸߳Ì-15.58m£¬ºÍÂëÍ·Ãæ¸ß³Ì+5.5m£¬ÔÚµØÐεĺá¶ÏÃæͼÖпÉÈ·¶¨ÂëÍ·½á¹¹µÄ×Ü¿í¶ÈΪ59.57m¡£ÆäÖУ¬Ç°·½×®Ì¨¿í37m£¬Ö÷ÒªÓÃÓÚװжÇŵIJ¼Ö㻺ó·½×®Ì¨¿í15m£¬Ö÷ÒªÆðÁ¬½Ó×÷Óá£Ãæ°å²ÉÓÃÔ¤Öư壬´î½ÓÔÚ×ÝÁºÉÏ¡£×ÝÁº·ÖΪװжÇŹìµÀÁº£¨¹ì¾à30m£©¡¢Ò»°ã×ÝÁººÍ±ß×ÝÁº£¬×ÝÁº´îÔÚ׮ñÉÏ¡£ÓÉÓÚʱ¼äÏÞÖƱ¾Éè¼ÆÖ»¸ø³öÃÅ»ú¹ìµÀÁº¼°ÆäÐü±Û²¿·ÖºÍÒ»°ã×ÝÁºµÄ¾ßÌå¼ÆËã¹ý³Ì¡£±¾Éè¼ÆÖص㲿·ÖÊǺáÏòÅżܼÆË㣬²ÉÓÃ×®Á½¶ËΪ½Â½ÓÈáÐÔ׮̨µÄ¼ÆËã·½·¨£¬¾ßÌå¼û¼ÆËãÊéºóÃ沿·ÖºáÏòÅżܼä¾àΪ7m£¬×®³¤Îª55Ãס£


¹Ø¼ü´Ê£º ¶àÓÃ;ÂëÍ·£»²´Î»£»¼¯×°Ï䣻װжÇÅ




ABSTRACT

In camp City the northeast of Chinese yellow river delta, the east of city of center, the east camp harbor of China Shandong, the east camp harbor economy development niche's north borders on Jin pond economic area in city, south connect gum east peninsula, get close to southwest coast in Bohai Sea, the ground yellow river economy takes to remit a point with handing over of economic turn in wreath Bohai Sea.The design 50,000 ton class berths of many uses high stake wharf, mainly is spread cargo vessel with gather to pack a ship.Request according to the design craft, the wharf always grows for the 1348 ms, the wharf is ex- to follow bottom of Gao Cheng-15.58 ms, and wharf noodles Gao Cheng+5.5 ms, can make sure the total width of wharf structure to 59.57 ms in the cross section diagram of geography.Among them, front stake the pedestal breadth 37 ms, mainly used for the decoration that packs to unload bridge;Rear stake the pedestal breadth 15 ms, mainly have a conjunction function.The front-panel adoption prepares to make plank and takes to connect on the Zong beam.The Zong beam is divided into to pack to unload the bridge orbit beam(the gauge 30 ms), general Zong beam and the side Zong beam, the Zong beam takes a hat at the stake up.Because time limits this design to go out machine orbit beam and it hangs the concrete calculation process of arm part and general Zong beam.The Zong beam presses the rigid calculation for propping ups continuous beam.The horizontal row is apart from for the 7 ms, the stake is long to is 55 meters.


Key words£ºMulti-purpose terminal£»Berth£»Container£»Crane



Ŀ ¼
µÚ1Õ Éè¼Æ±³¾° 1
1.1 ¹¤³Ì¸ÅÊö 1
1.2 Éè¼ÆÔ­Ôò 1
1.3 Éè¼ÆÒÀ¾Ý 1
1.4 Éè¼ÆÈÎÎñ 1
µÚ2Õ Éè¼Æ×ÊÁÏ 3
2.1 µØÐÎÌõ¼þ 3
2.2 ÆøÏóÌõ¼þ 3
2.3 Ë®ÎÄÌõ¼þ 3
2.4 ÄàɳÌõ¼þ 4
2.5 µØÖÊÌõ¼þ 4
2.6 µØÕðÌõ¼þ 5
2.7 Ê©¹¤Ìõ¼þ 5
µÚ3Õ Éè¼Æ³É¹û 6
3.1 ×ÜÌåÉè¼Æ³É¹û 6
3.2 ½á¹¹·½°¸³É¹û 6
3.3 Ê©¹¤Í¼Éè¼Æ³É¹û 6
3.4 ¹Ø¼üÐÔ¼¼ÊõÒªÇó 6
3.5 Éè¼Æ³É¹ûÆÀ¼Û 7
µÚ4Õ ×ÜƽÃæÉè¼Æ 8
4.1 ¹¤³Ì¹æÄ£ 8
4.2 ²¼ÖÃÔ­Ôò 8
4.3 Éè¼Æ´¬ÐÍ 8
4.4 ×÷ÒµÌõ¼þ 8
4.5 ×ÜÌå³ß¶È 8
4.5.1 ÂëÍ·²´Î»³¤¶È 8
4.5.2 ÂëÍ·Ç°ÑØ¸ß³Ì 9
4.5.3 ÂëÍ·Ç°ÑØÍ£²´Ë®Óò³ß¶È 9
4.5.4 ÂëÍ·Ç°´¬²°»ØÐýË®Óò³ß¶È 9
4.5.5 ½ÓòÉè¼Æ¸ß³Ì 9
4.5.6 º½µÀÉè¼Æ³ß¶È 9
4.6 ƽÃæ·½°¸±ÈÑ¡ 10
4.7 װж¹¤ÒÕÉè¼Æ 10
µÚ5Õ ½á¹¹Ñ¡ÐÍ 11
5.1 ½á¹¹ÐÍʽ 11
5.2 ½á¹¹²¼Öà 11
5.3 ¹¹Ôì³ß¶È 11
5.4 ×÷Ó÷ÖÎö 12
5.4.1 ÓÀ¾Ã×÷Óà 12
5.4.2 ¿É±ä×÷Óà 12
5.4.3 żȻ×÷Óà 15
µÚ6Õ ½á¹¹Éè¼Æ 16
6.1 Ãæ°åÉè¼Æ 16
6.1.1 ¼ÆËãÔ­Ôò 16
6.1.2 ¼ÆËã²ÎÊý 17
6.1.3 ×÷Ó÷ÖÎö 17
6.1.4 ×÷ÓÃЧӦ¼ÆËã 18
6.1.5 ×÷ÓÃЧӦ×éºÏ 19
6.1.6 ÑéËã¼°Åä½î 20
6.1.7 ¿¹ÁÑÑéËã 22
6.2 ×ÝÁºÉè¼Æ 23
6.2.1 ¼ÆËãÔ­Ôò 23
6.2.2 ¼ÆËã²ÎÊý 23
6.2.3 ×÷Ó÷ÖÎö 24
6.3 ºáÏòÅÅ¼Ü 24
6.3.1 ¼ÆËãÔ­Ôò 25
6.3.2 ¼ÆËã²ÎÊý 25
6.3.3 ×÷Ó÷ÖÎö 26
6.3.4 ×÷ÓÃЧӦ¼ÆËã 26
6.3.5 ×÷ÓÃЧӦ×éºÏ 38
6.3.6 ÑéËã¼°Åä½î 45
6.3.7 ¿¹ÁÑÑéËã 46
6.4 »ù×®Éè¼Æ 47
6.4.1 ¼ÆËãÔ­Ôò 47
6.4.2 ¼ÆËã²ÎÊý 47
6.4.3 ×÷Ó÷ÖÎö 48
6.4.4 ×÷ÓÃЧӦ¼ÆËã 48
6.4.5 ×÷ÓÃЧӦ×éºÏ 49
6.4.6 ³ÐÔØÁ¦ÑéËã 50
ÖÂл 51
²Î¿¼×ÊÁϼ°Éè¼Æ¹æ·¶ 52
ÍâÎÄ×ÊÁϼ°ÒëÎÄ 54
±ÏÒµÉè¼ÆÈÎÎñÊé 68
Éè¼Æ½ø¶È¼Æ»®±í 73