畢業(yè)論文(設(shè)計(jì)) 常德風(fēng)林賓館設(shè)計(jì).rar
畢業(yè)論文(設(shè)計(jì)) 常德風(fēng)林賓館設(shè)計(jì),?° ??±?òμéè??ê?′ó?§±????ìóy?à????±êêμ??μ???òa?×??£?ê?±?òμ?°μ?×?o??§?°?×??,ê?é??ˉ?¢í??í?¢×?o??ìoí?§μ???òa1y3ì,ê???′ó?§?ú???ù?§×¨òμ?aê?μ?è???×ü?á?£±?±?òμéè??ìa???...
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?° ??
±?òμéè??ê?′ó?§±????ìóy?à????±êêμ??μ???òa?×??£?ê?±?òμ?°μ?×?o??§?°?×??,ê?é??ˉ?¢í??í?¢×?o??ìoí?§μ???òa1y3ì,ê???′ó?§?ú???ù?§×¨òμ?aê?μ?è???×ü?á?£
±?±?òμéè??ìa???a??3£μ?·?á?±?1Yéè???·£??ú±?òμéè???°?ú£??ò???°á????á11á|?§?·?¢???ì?yíá?á11éè???·?¢???ì?yíá?á11éè???-àí?·?¢???ù′?1¤3ì?·μè??±??aê?£?2¢?è??oí1o?òá????¨?t?á11éè??1?·??·?¢???ì?yíá?á11éè??1?·??·?¢??oé??1?·??·ò??°???1?eéè??1?·??·μè?à1?×??ü1?·??£?ú±?òμéè???D£??òí¨1y?ù?§μ??ù±?àí???¢רòμ?aê?oí?ù±????ü??DD?¨?t?¢?á11éè??,?ú±?òμéè??oó?ú£??÷òa??DDéè??ê???μ?μ???ê?è?£?2¢μ?μ?à?ê|μ?éó??oí???y£?ê1?ò?2?úμ?íê3éá?è???£??ú′?±íê???D?μ??DD??£
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?úéè??oí?????Dòa?áo??÷??1?·?£?êy?Yμ?′|àí·±?à£?óéóú×??o????óD?T£????aóD2?í×oíêèo???′|£??′???÷??à?ê|?ú?à???y?£
2011?ê 5??10è?
?a òa
±?éè??ê???óúot??3£μ?êD??μ?±?1Y£??¨?t×@@¤43.2?×£?×ü?í15.0?×£??¨?t?÷ì????è19.5m£??¨?t2?êy?aáù£?μúò?2?2???4.5m£??t?á??2??ù?a3.6m,?¨?t????μ????y648?O£?×ü?¨?t???y???a3240?O×óóò?£
éè???ù?Y3?μ?μ??êì??tè·?¨?¨?toí?á11·?°?£?éè???÷??o????¢?????°?ò?ü?úá|£?í?ê±?ù?Y?úá|×éo?éè??áo?ùμ??????£′?ía£??1??DDá??¥ìY?¢???ò°?oí?ù′?μ?????oí?????£?á11±?D??ü1?3Dêü?ùóDoé????2??áóú2?·????μoíμ1?ú£??ú±£?¤?ùóD?ò?üáooí?ù?2á|??oaμ??°ìá??2éó?2?í?μ?μ÷???μêyμ÷??í???μ?????·?·¨£?ê1μ?áo?ùμ??÷????????í???·?2??ü?ó?ùoa£??ü?ó?ó?üóúêμ?ê£?′ó??ê1μ??ò?ü?á11éè???ü°2è?oío?àí?£
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1??ü′ê£o?ò?ü?á11£??á112???£??¨?téè??£??á11????£??úá|????£??????????£
ABSTRACT
The title of this thesis design is a building of Hong hotel. hotel area is about 3240 sq.m, frame structure, The height of the first floor is 4.5m,the other is 3.6m the design strength of anti-earthquake is 7 degrees.
This design is divided into two parts: architectural design and structure design. This thesis includes all the calculations of the design process and related elucidations.
Among them, primarily there are the arrangement of structure, the selection of structure type, a complete calculation of one part of the frame (includes the calculation of load and force, combination of forces, design of section and calculation of reinforcement). Besides, there are design of column foundation, stairs, pored concrete slab and concrete awning etc. Finally, I adopt the PK-PM series structure design software to verify the results of manual calculation, and give the comparison of the manual-calculation and computer- calculation.
Keyword: frames £?the arrangement of structure £?architectural design£?structure design £?the calculation of load and force£?
the calculation of reinforcement.
?? ??
?° ?? 1
?a òa 2
ABSTRACT 3
μúò??? éè???μ?÷ 8
1.1 ×ü????éè?? 8
1.2 ????éè?? 8
1.3 á¢??éè?? 8
1.4 ?ê??éè?? 9
1.5 1|?ü2??? 11
μú?t?? ?á11éè???μ?÷ 11
2.1 ?á11éè??×êá? 12
2.2 1¤3ìμ??êì??t 12
2.3 ?á11??Dí 12
2.4 2?á?μ???ó? 13
2.5 ?á112??? 13
2.6 ?ò?ü?á11???? 13
μúèy?? oé?????? 15
3.1o???±ê×??μ???? 16
3.2 ??oé??±ê×??μ???? 18
3.3 êú?òoé?????ò?üêüoé×üí? 18
3.4 ·?oé?????? 22
3.5oá?ò????μ??e×÷ó? 25
μú???? ?úá|???? 29
4.1 ????·?·¨ 29
4.2 oé??′?μY?·?? 30
4.3 o???×÷ó???μ??úá|???? 30
4.4. ????×÷ó?óúA-B??μ??úá|???? 40
4.5 ????×÷ó?óúC-D??μ??úá|???? 50
4.6 ·?oé??±ê×??μ×÷ó???μ??úá|???? 58
4.7 μ??eoé??×÷ó???μ??úá|???? 66
μú???? ?úá|×éo? 71
μúáù?? ????éè?? 72
6.1 ?ò?ü?ù????éè?? 72
6.2 ?ò?üáo????éè?? 78
μú???? ???ò?¥°????? 84
7.1 oé?????? 84
7.2 ????·?·¨ 84
μú°??? ?¥ìY???? 92
8.1?¨?téè?? 92
8.2?á11??Dí 92
8.32?á???Dí 92
8.4 ì¤2?°?£¨TB--1£????? 92
8.5 ?¥ìYD±áo£¨TL--1£????? 94
8.6??ì¨áo???? 95
μú???? ?ù′?éè?? 97
9.1 ?ù′???Dí 97
9.2 ?ù′????èè·?¨ 97
9.3 ?ù′?μ×°????????? 98
μúê??? ê?1¤×é?ˉéè?? 101
10.1 ±à???μ?÷ 101
10.21¤3ì???? 101
10.3 ê?1¤ì??t 102
10.4 ê?1¤2?êe 102
10.5 ê?1¤×?±? 103
10.6 ê?1¤???è???? 103
10.7??ê?1¤×é?ˉ 104
10.8??×ü????1üàí 106
10.9??ê?1¤·?·¨?°1¤ò? 106
10.10????μ?oí??μ?1¤3ì 127
10.11 ±£?¤1¤3ì?êá?′?ê? 130
10.12 °2è?éú2ú±£?¤′?ê? 145
10.13 ???÷ê?1¤′?ê? 151
10.14 ???è????′?ê? 153
10.15 ???ü±£?¤′?ê? 155
???×·-ò? 159
?÷òa2???×êá? 169
?á ?? 171
?? D? 172
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±?òμéè??μ???????à?£??ú??μ?à?ê|μ?°??ú??£??-1y×êá?2é???¢éè???????¢????×?D′ò??°ía??μ?·-ò?£??óé?á???D?1?·??¢1?3ì?¢ê?2áμè?à1??úèYμ?àí?a?£1?1ìá?רòμ?aê??¢ìá??á?×?o?·????¢?a???êìaμ??üá|?£?ú??í?ê±êìá·????á?AutoCAD,ìì?y?¨?tèí?t£?′ó2?í?·???′?μ?á?±?òμéè??μ???μ?ó?òa?ó?£
?úéè??oí?????Dòa?áo??÷??1?·?£?êy?Yμ?′|àí·±?à£?óéóú×??o????óD?T£????aóD2?í×oíêèo???′|£??′???÷??à?ê|?ú?à???y?£
2011?ê 5??10è?
?a òa
±?éè??ê???óúot??3£μ?êD??μ?±?1Y£??¨?t×@@¤43.2?×£?×ü?í15.0?×£??¨?t?÷ì????è19.5m£??¨?t2?êy?aáù£?μúò?2?2???4.5m£??t?á??2??ù?a3.6m,?¨?t????μ????y648?O£?×ü?¨?t???y???a3240?O×óóò?£
éè???ù?Y3?μ?μ??êì??tè·?¨?¨?toí?á11·?°?£?éè???÷??o????¢?????°?ò?ü?úá|£?í?ê±?ù?Y?úá|×éo?éè??áo?ùμ??????£′?ía£??1??DDá??¥ìY?¢???ò°?oí?ù′?μ?????oí?????£?á11±?D??ü1?3Dêü?ùóDoé????2??áóú2?·????μoíμ1?ú£??ú±£?¤?ùóD?ò?üáooí?ù?2á|??oaμ??°ìá??2éó?2?í?μ?μ÷???μêyμ÷??í???μ?????·?·¨£?ê1μ?áo?ùμ??÷????????í???·?2??ü?ó?ùoa£??ü?ó?ó?üóúêμ?ê£?′ó??ê1μ??ò?ü?á11éè???ü°2è?oío?àí?£
±??ò?ü?a7?è?1?eéè??£??è??DDá?2???oé??′ú±í?μμ?????£??ó×?à?ó??¥μ???ò?·¨?ó3?×??e?ü?ú£?????°′D?μ·¨????????μ??e×÷ó?′óD?£??????ó3??ú????×÷ó???μ??á11?úá|£¨í????¢??á|?¢?áá|£??£
1??ü′ê£o?ò?ü?á11£??á112???£??¨?téè??£??á11????£??úá|????£??????????£
ABSTRACT
The title of this thesis design is a building of Hong hotel. hotel area is about 3240 sq.m, frame structure, The height of the first floor is 4.5m,the other is 3.6m the design strength of anti-earthquake is 7 degrees.
This design is divided into two parts: architectural design and structure design. This thesis includes all the calculations of the design process and related elucidations.
Among them, primarily there are the arrangement of structure, the selection of structure type, a complete calculation of one part of the frame (includes the calculation of load and force, combination of forces, design of section and calculation of reinforcement). Besides, there are design of column foundation, stairs, pored concrete slab and concrete awning etc. Finally, I adopt the PK-PM series structure design software to verify the results of manual calculation, and give the comparison of the manual-calculation and computer- calculation.
Keyword: frames £?the arrangement of structure £?architectural design£?structure design £?the calculation of load and force£?
the calculation of reinforcement.
?? ??
?° ?? 1
?a òa 2
ABSTRACT 3
μúò??? éè???μ?÷ 8
1.1 ×ü????éè?? 8
1.2 ????éè?? 8
1.3 á¢??éè?? 8
1.4 ?ê??éè?? 9
1.5 1|?ü2??? 11
μú?t?? ?á11éè???μ?÷ 11
2.1 ?á11éè??×êá? 12
2.2 1¤3ìμ??êì??t 12
2.3 ?á11??Dí 12
2.4 2?á?μ???ó? 13
2.5 ?á112??? 13
2.6 ?ò?ü?á11???? 13
μúèy?? oé?????? 15
3.1o???±ê×??μ???? 16
3.2 ??oé??±ê×??μ???? 18
3.3 êú?òoé?????ò?üêüoé×üí? 18
3.4 ·?oé?????? 22
3.5oá?ò????μ??e×÷ó? 25
μú???? ?úá|???? 29
4.1 ????·?·¨ 29
4.2 oé??′?μY?·?? 30
4.3 o???×÷ó???μ??úá|???? 30
4.4. ????×÷ó?óúA-B??μ??úá|???? 40
4.5 ????×÷ó?óúC-D??μ??úá|???? 50
4.6 ·?oé??±ê×??μ×÷ó???μ??úá|???? 58
4.7 μ??eoé??×÷ó???μ??úá|???? 66
μú???? ?úá|×éo? 71
μúáù?? ????éè?? 72
6.1 ?ò?ü?ù????éè?? 72
6.2 ?ò?üáo????éè?? 78
μú???? ???ò?¥°????? 84
7.1 oé?????? 84
7.2 ????·?·¨ 84
μú°??? ?¥ìY???? 92
8.1?¨?téè?? 92
8.2?á11??Dí 92
8.32?á???Dí 92
8.4 ì¤2?°?£¨TB--1£????? 92
8.5 ?¥ìYD±áo£¨TL--1£????? 94
8.6??ì¨áo???? 95
μú???? ?ù′?éè?? 97
9.1 ?ù′???Dí 97
9.2 ?ù′????èè·?¨ 97
9.3 ?ù′?μ×°????????? 98
μúê??? ê?1¤×é?ˉéè?? 101
10.1 ±à???μ?÷ 101
10.21¤3ì???? 101
10.3 ê?1¤ì??t 102
10.4 ê?1¤2?êe 102
10.5 ê?1¤×?±? 103
10.6 ê?1¤???è???? 103
10.7??ê?1¤×é?ˉ 104
10.8??×ü????1üàí 106
10.9??ê?1¤·?·¨?°1¤ò? 106
10.10????μ?oí??μ?1¤3ì 127
10.11 ±£?¤1¤3ì?êá?′?ê? 130
10.12 °2è?éú2ú±£?¤′?ê? 145
10.13 ???÷ê?1¤′?ê? 151
10.14 ???è????′?ê? 153
10.15 ???ü±£?¤′?ê? 155
???×·-ò? 159
?÷òa2???×êá? 169
?á ?? 171
?? D? 172
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