多层砖混结构住宅设计说明书+任务书+开题报告+cad图纸

БОЙЄГЬЮЊЖрВузЉЛьУёгУзЁеЌЁЃНЈжўВуЪ§ЮЊСљВуЁЂНЈжўИпЖШЮЊ20.38mЃЌЛљЕзеМЕиУцЛ§ЮЊ574.33ЉOЁЂзмНЈжўУцЛ§3470.0ЉOЁЃПЙе№ЩшЗРСвЖШ7ЖШЁЂГЁЕиРрБ№ЮЊЂђРрЃЌНсЙЙЩшМЦЪЙгУФъЯоЮЊ50ФъЁЃБОЙЄГЬЮЊЖўРрНЈжўЃЌФЭЛ№ЕШМЖЮЊЖўМЖЃЌЙЄГЬЁР0.00ЭЌОјЖдБъИп13.38mЁЃ

НсЙЙЩшМЦвРОнЙњМвЯрЙиЙцЗЖНјааЃКМЦЫуИїТЅАхКЭЮнУцАхЕФКуКЩдиЃЌЭЌЪБШЗЖЈЛюдижЕЁЃИљОнКЩдиЩшМЦжЕМЦЫуГіТЅУцКЭЮнУцЕФХфНюЁЃНЋАхЩЯОљВМКЩдиДЋИјИїЧН,ШЛКѓИљОнИїЧНЫљЪмКЩдиМАЧНЬхзджиЃЌбщЫуЧНЬхПЙбЙГадиСІЁЃИљОнПЙе№ЩшЗРЪ§ОнМАНсЙЙжиСІКЩдиДњБэжЕЃЌМЦЫуГіЫЎЦНЕие№зїгУЯТЕФИїЧНГаЕЃЕФМєСІЃЌВЂбщЫуЧНЬхЕФПЙМєГадиСІЁЃМЦЫуГіИїЖЮЛљДЁЩЯВПКЩдиЃЌВЂгЩДЫШЗЖЈЛљДЁРраЭКЭХфНюЁЃ

О­Й§бщЫуЃЌИУНсЙЙЗћКЯАВШЋадЁЂПЩППадвЊЧѓЁЃ

[ЙиМќДЪ]:зЉЛьНсЙЙЁЂГадиСІЁЂЙЙдьДыЪЉЁЂЛљДЁЩшМЦ

This engineering is a multistory building. It is a brick and concrete mixed structure. The building has six tiers,building height is 20.38m. Gross building area is 574.33m²,total floor space is 3470.0m². Intensity of anti-seismic de--fence is establishe to 7 degree. The fieldMs classification isЂђ.The structureis designed to use 50 years.The engineering is the second type building,itsrefractory ranks the second grade.The engineeringMs designed elevation is equal to 13.38 of absolute elevation .

Structural design accords to the national special codes: first of all,we calcu--late each floor and roofMs dead live of slab,and carry live load at same time.According to computation of design load,we can design the concrete reinforcement of floor and roof. Transfer the uniform loading to each wall,than according to  the load that wall suffer and self-weight ,we can check the wallMs compressive bearing capacity.According to the data of anti-seismic defence and structural representative value of gravity load ,each wallMs shear force can be worked out,than we can check the wallMs shear bearing capacity.Compute the load that base bear,than according to computation ,we can fix the base form and calculate the concrete reinforcement.

This structure accords with the safety and reliablity request by checking.

[KEY WORDS]ЃКbrick and concrete mixed structureЁЂ bearing capacityЁЂConstruct the measreЁЂfoundation design

ФП   ТМ

ЧА   бд 1

1ЃЎИХЪіЃК 1

2ЃЎБЯвЕЩшМЦЕФФПЕФКЭвтвхЃК 1

3ЃЎБЯвЕЩшМЦЕФФкШнЃК 2

4ЃЎБЯвЕЩшМЦЕФЛљБОвЊЧѓЃК 2

Ек1еТ  НЈжўЩшМЦВПЗж 3

1.1 ЩшМЦвРОнЃК 3

1.2 НЈжўЩшМЦЫЕУїЃК 4

1.2.1 ЦНУцЩшМЦЃК 5

1.2.2 ЦЪУцЩшМЦЃК 6

1.2.3 СЂУцЩшМЦЃК 6

1.2.4 ЙЙдьКЭНЈжўЩшМЦДыЪЉЃК 7

1.3НсЙЙЗНАИЕФбЁдё 8

1.3.1 НсЙЙЬхЯЕбЁдёЃК 8

1.3.2 ТЅЁЂЮнИЧНсЙЙЗНАИЃК 8

1.3.3 ЛљДЁЗНАИЃК 9

1.3.4 СКЕФЧПЖШЁЂИеЖШЩшМЦМЦЫуВНжшд­дђЃК 9

1.3.5 ЧНЬхбщЫуМЦЫуВНжшд­дђЃК 9

Ек2еТ  ТЅАхЩшМЦ 10

2.1ТЅУцНсЙЙаХЯЂМАЕЅдЊЛЎЗжЃК 10

2.2ТЅУцКЩдиМЦЫуЃК 10

2.3БъзМВуЩшМЦЃК 10

2.4вЛВуЩшМЦЃК 16

2.5МаВуЩшМЦЃК 16

Ек3еТ  аБЮнУцАхМЦЫу 19

3.1ЮнУцНсЙЙаХЯЂМАЕЅдЊЛЎЗжЃК 19

3.2 КЩдиМЦЫуЃК 19

3.3 МЦЫуПчЖШЃК 20

3.4 АхЭфОиМЦЫуЃК 20

3.5 АхНиУцЩшМЦЃК 21

3.6 АхХфНюМЦЫуЃК 22

3.7ЮнУцСКЩшМЦЃК 23

3.8 РЯЛЂДАЩшМЦЃК 23

Ек4еТ  ТЅЬнЩшМЦ 26

4.1 МмПеВуЬнАхЃК 26

4.2 БъзМВуЬнАхЃК 26

4.3 ТЅВуЦНЬЈЃК 27

4.4 вЛВуЦНЬЈСКЃЈTL1ЃЉЩшМЦЃК 28

4.5 ЦфЫќЦНЬЈСКЃК 29

4.6 ЧНЬхОжВПЪмбЙбщЫуЃК 30

Ек5еТ  ЧНЬхГадиСІбщЫу 31

5.1 ЦіЬхКЩдиМЦЫуЃК 31

5.2 ОВСІМЦЫуЗНАИЃК 31

5.3ЧНЬхИпКёБШбщЫуЃК 31

5.4ЧНЬхГадиСІбщЫуЃК 31

Ек6еТ  бєЬЈМАЙЙМўЩшМЦ 36

6.1 бєЬЈЮнУцЃК 36

6.2бєЬЈПеЕїАхЩшМЦЃК 36

6.3вЛЁЋЮхВубєЬЈЩшМЦЃК 36

6.4СљВубєЬЈЬєСКЩшМЦЃК 38

6.5ЬєСКПЙЧуИВбщЫуЃК 39

6.6бєЬЈШІСКМцзіЙ§СКМЦЫуЃК 39

6.7ЦЎДАЖДПкДІШІСКМцзіЙ§СКМЦЫуЃК 40

6.8ЕЅдЊУХгъХюАхМЦЫуЃК 41

6.9ЙЙдьжљМАШІСКХфНюЃК 41

Ек7еТ  ЛљДЁЩшМЦ 42

7.1ЛљДЁЖЅУцКЩдиЩшМЦжЕЃК 42

7.2ЛљДЁЩшМЦЃК 43

ВЮПМЮФЯз 45

змНсгыЬхЛс 46

жТ аЛ 47