TRƯỜNG ĐẠI HỌC SƯ PHẠM KỸ THUẬT CỘNG HOÀ XÃ HỘI CHỦ NGHĨA VIỆT NAM
THÀNH PHỐ HỒ CHÍ MINH Độc lập – Tự do – Hạnh Phúc
KHOA XÂY DỰNG & CƠ HỌC ỨNG DỤNG
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NHIỆM VỤ ĐỒ ÁN TỐT NGHIỆP
 NGUYỄN VĂN CHIẾN 10114010
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• HG$7$6G$/$././$F).)$0=G$0&
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& #EN
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• -6( 86ENQ (@&
•  RS6"L-PL)$CM*T +E#E (S-UV)?$&
U& !)/$E*CD
• W%!)/$EW%X(
• ==*CDY%2WZ/$01G%U/$F)G[#EN<
Z& 6*>89?\ !&]^X_`;
[& E =ZaW=a=W%Z

LỜI MỞ ĐẦU
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E9- 6$$0A.$/S3>S?-hB$+&if*$$0gKE
+"Gj9-.e$K?-'G)+)EP-'G- 6$
$0AG.k$)c$S?l6)8$+S)F$9Ec$">
$K&
!e"NGN$A$F0T$c $0)S?GF -hB$+ )
+)-'-B$8m?"3$0h$E>$EF *6Gj+
$/$&iA)n*L$0$c$$'$*C$EH$089.$EN -PS
?6$0H$$/G",6$'$ "#$o)8YXpq7(
-h"A:E$'Gr'$ +"N./$PMEH&i,6,Es
8G*E+)/$6./$PE:E"3"8Q$B$08m"B&iAN"8Q
$t)C8EGE>$(+gG:ES O "8Q5(mCE"/$F$C6!+
0F$#)&
Tp.Hồ Chí Minh, tháng 06 năm 2014

)dK/
MỤC LỤC
DANH MỤC CÁC BẢNG BIỂU
DANH MỤC CÁC HÌNH ẢNH, BIỂU ĐỒ

CHƯƠNG 1. TỔNG QUAN VỀ KIẾN TRÚC
%&%& Giới thiệu chung về công trình
u !0gKE+"GEP">"$LN$KGEP-')+)
M8m?"8Q.O$:)+)KhG4GC$07h
E>$EPG$&
u f$.69S)89>c G 6"B6"F$89c
9S)$/ 6$$0AM$m"B-"+)$8S?6$0Hh
$+$$/6$0H$F $+G6.)?8"3S)'F (0F$+$/$&
u Hc)8YX10"mTE"6 P)+)hM8m?r8

CAN H?CAN H? CAN H? CAN H?
CAN H?CAN H? CAN H? CAN H?
MẶT BẰNG TẦNG ĐIỂN HÌNH
1 2 3 4 5 6
10400 8500 7600 104008500
45400
A
B
5300
90002400
5300
9000
C
D
3700
1400 1500 2400 200
3700
140015002400200300 2400
800
3002400800
20400
1 2 3 4
5
6
A
1
3
5
7
9

6100
9000240090004050
4050204004050
28500
1800
L? I LÊN H?M
L? I XU? NG H? M
15%
1
3
5
7
9
2300 6300 2200 4 400 4000 20002200
1100 1100 11001100
3800 10400 8500 7600 8500 10400 3800
3800
400
9800
400
7900 400 7600 400 7900
400
9800 400 3800
1200 9200 2700 3000 2300 3000 2300 2800 3000 2700 9200 1200
1697150333002000
2400
76001200
1697150333002000240076001200
200011001700400016041196
88002800

800
700
200100200200
200
1500
200
3600
3800
200
1500
200
3600
3800
2800
± 0.000
1800
15%
1' 6'
A A
454003800 3800
L? I VÀO
2
%
± 0.000
C? A HÀNG
KHƠNG GIAN SINH HO?T C? NG Ð? NG
MẶT BẰNG TẦNG TRỆT
B
C
D

+ 32.300
+ 35.700
+ 39.100
+ 42.500
+ 45.900
+ 49.300
+ 52.700
+ 62.900
104008500
3800
1'
3800
6'
S.THU? NG
3400 3400
+ 56.100
+ 59.500
+ 67.900
B? NU? C
T 1
T 2
T 3
T 4
T 5
T 6
T 7
T 8
T 9
T 10
T 11

+ 28. 900
+ 32. 300
+ 35. 700
+ 42. 500
+ 45. 900
+ 52. 700
+ 62. 900
+ 56. 100
+ 59. 500
B? NU ? C
T? L? 1/100
+8. 500
± 0. 000
- 1. 500
MC A-A
1
2
3 4
5 6
T . L? NG
T 1
T 2
T 3
T 4
T 6
T 7
T 8
T 9
T 11
T 12



1.3.3. Gió
u !$8m$0Ej.
;NiE /EUW€aZW€&
;Ni /E=W€aUW€&
u !$8m$0EjE8
u ;N!E /Ebb€&
u 89N!EiENc$'$0)*H=G%[E•-&
u ;N$vEBEjE8$e$6["/$6%%G0|NNiJ•
$vw&
u )$ ',70F$7$L)C8hMN*3&
%&Z& Giải pháp kỹ thuật
1.4.1. Hệ thống điện
u $0H-5?".)?$ ')F 9$0B),"
-‚N&!*>"8m?""8Q"+E2"8Q$/(• "f$",$m.
$<&$'F "7"$06> .k$)c$"f$+E$0$8m
C*C"CE$."t)6.)nE89$G$B"#).?d?.
+-gg&
u 6 6$"? |"8Q?j).'"N-)F$.C
450KVA F "6BE-)
i/)-6uv•EGE6(B$e$++EG$+$0$G%&
%%
iƒ(G+)$G/)-6G-$8Q&
1.4.2. Hệ thống cung cấp nước
),89F 7$0H"8Q(F$e"8m'F 89$)>$'F
89EB$:t)BF 89$v$A&i8m.7'F 7)
8(b[9",,.A)6t)B$N"8m.7[W&
1.4.3. Hệ thống thoát nước
%&Z&U&%& Thoát nước sinh hoạt

u $' |6Gg6$BE{$+"#)"8Q$0*L$/$*LP)C"f$
h(&
u „E{$+"#)"8Q*'$07E>${"f$$/$*Lg62|g6?.C
=WEG*HSL$…=&JAP89$0E6.+$H$Eg6&0
hE{ |"#)N(• $/$*L$">*66&
1.4.6. Hệ thống khác
%&Z&b&%& Hệ thống thông tin
u $'$$((B"8Q(• "f$$0$)/26K>c"$B$e
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u $'Y$:$0)#H"8Q*'$07W%$/$*L$)-N$0E6-).t)
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?$0)#H<&
%&Z&b&=& Hệ thống chống sét
u E$)-O$((B.EM">N*6.7*CEPU.R=[Eh
">$F .EbE&.E"8Q•6"†*T'-•$$06.DEN"8m
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CHƯƠNG 2. TIÊU CHUẨN VÀ LÝ THUYẾT TÍNH TOÁN
=&%& Cơ sở thực hiện
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6"+)$8S?&
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$0HS?&
u KP$$8-'Wx•=WW[•!!aJGWb•W[•=WW[MJ>#$
L"L-'%b•=WW[•iaX&
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Tổng tải 576.9
 Hoạt tải
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$7$6$C$0M*C$$0H2$C$0"P<G| C$7$6(B$C
$0gjt)$0($C$0MN*3$C$0">"F$2$C$0
<&
i"8QS:E8(E>$$0g)+)*•$*)>.$A$/)()
+)t)$0F$.$/$./6$0H$+&"NG*F$.–$0HS?
TEhjN j$6">N$H C$7$6$C$0NG j#
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!7$6(">"F$$:$))n!yUxba=W%=o!/$./$0H
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$0 v CP&
=&Z& Phương án thiết kế kết cấu
2.4.1. Phương án sàn
=&Z&%&%& Phương án 1: Sử dụng phương án sàn dầm đổ toàn khối
u N#)?%[WEE&
u ?+E7.7$89*S‰ZWWSxWWEE&
u ?+E .7$89*S‰%[WSU[WEE&
u 5?'$$O L)((BY‘GY‘‘‘&
=&Z&%&=& Phương án 2: Sử dụng phương án sàn phẳng đổ toàn khối
u N#)?==WEE&
u ?+E*.7$89*S‰=WWSZWWEE&
u 5?'$$O L)((BY‘‘‘
2.4.2. Phương án cầu thang
u 5?+)$?B*CL)(N*#?*T%[WEE&
u 5?'$$O L)((BY‘
2.4.3. Phương án bể nước mái
− JC• 
u 5?*C• N#)?C%WWEE&
u 5?'$$O L)((BY‘&
− JC$
u 5?*C• N#)?C%=WEE&
u 5?'$$O L)((BY‘‘‘&
− JC"6
u 5?*C• N#)?C%=WEE&
u 5?'$$O L)((BY‘‘‘&
− ?+E• 
u 5??+E• N.7$89*S‰=WWSUWWEE&
− ?+E"6
u 5??+E"6N.7$89*S‰=WWSZWWEE

u B./$F)?+EG>$G.)G?G|E&
u B(./$&
u #)?L G#)$+&
u *>.7$89$/$?F).&
2.5.3. Xác định tải trọng tác dụng
u KPt) BE89?\#$C$0$6">S6"L$C$6?F)
.&
u 6"L$F$C6$C$0$6">$6?(./$F)&
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2.5.4. Xác định nội lực
u if$$F$C6$08mQ $C$6?N$ASC0$6?F).&
u 6"L>(?$e$08mQ "f$$C0&
u N*$08m 6$7$6L)(#)$+$A$:*E
H-)
=&[&Z&%& Mô hình liên tục thuần tuý
;C$0$/  8$0H *cGM/)(?(@$)/$RGS:E$
*>L)((L)(-)$Œ&Ct)/$$:EHG.$AC
t)/$"8QN#)n&iN7(9BMEH&
=&[&Z&=& Mô hình rời rạc - liên tục
!eL)("8QS:E(0m0BG86L)(-D(./$(B9)
$t)6(./$$08Q$S:E( *'($$:#)&Ct)/$*
$6$$8m)A 8$0H $ 8$0H$)/$7
*T 8 6 - &!e"NC6E$0c$HE>(&
=&[&Z&U& Mô hình rời rạc (Phương pháp phần tử hữu hạn)
u •m0B6$*>L)(M#)$+G$Bg(./$S6(c
g"#).$8$7#()AL&-5?EHj
9-$0Q1 ME6$7N$ACt)/$"8Q$F$C6*$6&$
N6 +E#E$0Q1 Ct)/$6*$6./$F)8GY˜ŽG
Ž!YJGYX&&&&
u !06 8 6 .A$0G 8 6  +$5g)B"8Q-5?

GG‡$B6$/$?F).G$/$7.CKL)(M6$/$?
$IN9$0r86$/$?&$7$6$:E>$$0
?B-)
u AE$0.CKL)(!/$?F).G$/$?'$$O (N-‚+S6
"L.CKL)(M$/$?&
u !7'$$O S6"L$/$?F).G?$7'$$O +$/$-F)
."CE*C.CKL)(&
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2.5.7. Nguyên tắc tính toán tải trọng tác dụng
− 6"L$C$0&
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$&
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u B$$CKP)+)M$e(BF).G)+)-5?Et) BE
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CHƯƠNG 3. TÍNH TOÁN SÀN TẦNG ĐIỂN HÌNH
PHƯƠNG ÁN 1 : THIẾT KẾ PHƯƠNG ÁN SÀN DẦM
U&%& Sơ bộ chiều dày tiết diện dầm sàn
3.1.1. Chọn sơ bộ tiết diện
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LỚP GẠCH CERAMIC
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