BQ xAY DVNGvrEN KHOA Hec cONc NGHE xAv olNc

vrEN cnwrx NGAIIH xrr cAu cONc rnixs xAy oUNcMinistry of Construction

Yietnam Institutefor Building Science and Technologt QBST)Institute of Building Structures (IBS)

Dia chi: f t fran Cung - Nghia Tin-Ciu GiAy-IE N$i Tel: 84.4. 6267}8fi Faul: M.4.6269?itOB

BAocAoffireuArrriNcrryMru rrroNc MaT DtNc r\HoM KINH

DIIAN: rcrru cAx HO cAo c,{r rusror surrr DANANc BEAcrrDIA DmM: KDC AN crl, MAN THAr, soN TRA rp. oA xfurcHANG MSC: MAT DtNc NHOM m{Hop. orE*r rni xcuqM: vgN crw0x xcAnrs r

nQ xAv D[rl.tcvrSN KHoA Hec c6xc NGHB xAv ogNc

vrEN cnuyrx NGAr\rH rEr cAu coxc rnimr xAv otlNcMinistry of Construction

Wetnam Institutefor Building Science and Technologt QBST)Institute of Building Stuctures (IBS)

Dia chi: et trln Cung - Nghia fanCiu ci6y-Hn N$i Teh t4.4. 626?0Al? Fax 84.4.6269708

BAo cAo xm,r euA rrri NGrmN,r

m TTTONG r\,r4r DtNc mr0u KiNH

DV IN: xrru clr* u0 clo cAp rusrox surrE DAr{ANc BEAcrrpln. ortu: KDC AN cu, nrix rnlir, sox rnA" rp. oA xAxcH+nG MUC: MaTDUIYC usoMKiNHotrl ofru rff xcu4M: vgN cnuyEN ncAxn r

BAO CAO KET QUA THi NGHIEM^,4'HT THONG MAT DU-I\G NHOM KINH

DI/ AN: KHU CAN HQ CAO CAP NUSION SUITE DANANG BEACH

OU OTNM: KDC AN CIJ, MAN THAI, SON TRA, TP. DA NANC

rrANG MpC: 1\{,lT D\NC NUoVr riNU

op omu:rui xcurpM: vrFN cHUytN NGANH rnr cAu col{c rniNn xAv ntrttlc -VrpN KHOA HeC coxc NGHD xAy nUNc - sO st rnAx CUNG - xcuie rAN - cau

crAv - HA NeI

Thuc hiQn hqp d6ng t

Va c6c tdi liOu kh6c c6 li6n quan

2. Cic thi nghiQm

- Ki6m tra tinh ndng k6t c6u hQ m{t d1mg,- Ki6m tra d6 lgt khi hq mat dlmg,

- Ki6m tra dQ lot nu6c du6i 5p lqc tinh h0 m[t d\mg,--. A- Ki6m tratiri trong o tr4ng th5i cqc hpn hQ mfit dpg.

3. Thi6t bi thi nghiQm

- H0 th6ng khi (Air system): c6 chric ndng df,o chi6u hrit vd bom khi.

- Ap kO di6n tu EXTECH HD 350.

- fhi6t bithu nhqn sO 1i6u do.- Thi6t bi do chuy6n vi diQn tri TML Nhat Bin) va ddng hO do chuy0n vi co vdi dQ

chinh x6'c 0,1 mm.

- HQ th6ng dirn phun mua.

- fhi6t bi do luu luong.- H6 th6ng bom nu6c 6p luc cao.

4. M6u thi nghiQm\-\

r.

(-)()$f-)

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L 702a tHinh 1. MIu thi nghiQm

S. I(6t quri thi nghiQm

- Chuy6n vf do duoc t4i mQt s6 vi tri tr0n bd mdt thanh nhdm dfing va dQ v6ng tuong

dOi tai giira thanh nh6m dtmg v6i 6p lgc duong (L:2700 mm) (xem BAng 1).

- Quan h6 gifra 6p lpc vd chuy6n vi tai di6m dAu, di6m giira vd di6m cudi cua thanh

nhom dimg v6i 6p lgc duong (xem Hinh 3).

- Chuy6n vi do dugc tai m6t s6 vi tri tr0n bA m[t thanh nh6m dfng va dQ vdng tuong

AOi tpi giira thanh nh6m dimg v6i 6p lpc 6m (L :2700 mm) (xem Bang 2).

- Quan hC giira 6p lqc vd chuy6n vi tai di6m dAu, di6m giira va di6m cudi cua thanh

nh6m dimg v6i 6p h,rc 6m (xem Hinh 4).

- Chuy0n vf do duoc tqi mQt s6 vi tri tr6n b6 mdt thanh nh6m ngang vd d0 vSng tuo'ng

d6i tai gita thanh nh6m dring v6i 6p lpc duong (L: 1404 mm) (xem Bang 3).- Quan hd giira 6p lpc vd chuyOn vi tai di€m dAu, di6m gita vd di6m cu6i cua thanh

nh6m ngang v6i 6p luc duong (xem Hinh 5).

- Chuy6n vi do dugc tai mQt s6 vi trf tr6n bO mdt thanh nh6m ngang vd d0 v6ng tuong

A5i tai git'a thanh nh6m dimg v6i 6p lr,rc 6m (L : 1404 mm) (xem Bang 4).- Quan h0 giira 6p lqc vd chuy6n vi tai di6m dAu, di6m gifta va di0m cu6i cua thanh

nhdm ngang v6i 6p lyc Am (xem Hinh 6).

- Chuy0n vi do dugc t4i mQt s6 vi tri tr6n bO mdt tAm kinh vd d0 v6ng tuong d6l tai

gifra mflt tAm kinh 1 v6i 6p luc duong (xem BAng 5).

- Quan hC giira 6p lyc vd chuydn vi tai di-6m dAu, di6m gifia vd di6m cuSi cua mdt tAm

kfnh v6i 6p luc duong (xem Hinh 7).

- Chuy6n vi do duoc tai mQt sO v! tri trdn be mAt ffirn kinh vd dQ v6ng tuong d6i mi' x'

gifra mflt tAm kinh v6i 6p lyc 6m (xem Bang 6).

- Quan hQ giira 6p lgc vd chuyOn vi t4i di6m dAu, di6m giira vd di6m cudi cua mflt tAm

kinh v6i 6p hrc Am (xem Hinh 8).

- Ki6m tra d6 191khi (xem Bang 7).

- Ki6m tra d6 lot nu6c du6i 6p lyc tinh (xem Bing 8).

- Ki0m tratiitrgng o trqng th6i cuc han (xem Bang 9).

DU AN: KHU CAN HQ CAO CAP FUSION SUITE DANANG BEACH

Loai thi nghiQm: Ki6m tra tinh ning k6t c6u

Hinh 2. So AO U6 tri ctrc thi6t bi do chuydn vi (.)

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Bnng 1. chuy6n v[ do dugc tai mOt sii vi tri tcn b6 mat thanh nhdm dimg vd dg vdngtuong Arii tai gifra thanh nh6m ttung voi 6p tgc duong (L : 2700 mm)

STT

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(Pa)

Chuy€n vi t4i v! tri tlo (mm) Chuy€n vitfurc 0 gifrathanh(mm)

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&)L

oAuthanh

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thanh(Dru&2)

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@ro:l(l) (2) (3) (4) (s) (6) (71I 0 0 0 02 870 0.9 5.29 1.048 t30s 1.47 8,5 1.51

9 1740 2,23 I 1,18 1,93 9,1D{

(9.1 mm < 15-4 mm)Ghi chil: Chuyen vi cho ph6p : Ll 17 5 : 27 00/ 17 5 = I 504 mm

Ilinh 3. Quan he grflra 6p lpc vd chuyi$n vi t4i diiim d6u, ili6m gifra vi ttitim cudi cira thanhnhdm dimgvci 6p lgc duong

12.0

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Bing 2. chuytin vi do dugc tpi mOt si5 vi tri il6n uA mat thanh nh6m dimg vd dg vdngtuong Aiii tai giiia thanh nh6m drme v6i 6p lgc em (L:2700 mm)

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Chuy0n vi t4i vi tri tlo (mm) Chuy6n vitfurc & gitathanh (mm)

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9 1740 1,93 [,54 1,55 0,2Es

(0.2mm

Bf,ng 4. Chuy6n vi do dugc tai mQt sli vi tri t6n bA mflt thanh nh6m ngang vi dQ v6ngtuong A6i tai gita thanh nh6m ngang voi 6p luc em (L: 1404 mm)

mnh 6. Quan he glira 6p lgc vd chuyAn vi tpi tti6m dAu, diiim giiia vi tli6m cudi cua thanhnhdm ngang voi 6p bc em

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fl) Q) (3) A\ (s) (6) 0'tt 0 0 0 0) -870 0,65 o-47 0"488 -130s 0.96 0.76 0-74

9 -1740 1,22 1,03 0,97 0,06Es

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gifia m{t tfm tintr vor 6p lgc duong

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Ap lyc thinghf,m

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Chuy6n t tai vi trf tto (mm) Chuy6n vithlrc d giiiathanh (mm)

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Chuyln d thUc d gifra thanh/chi6u dainhi.p

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@r0oa(1) (2) (3) A\ (5) (6) (71I 0 0 0 02 870 5?q I1.84 5-M8 1305 8,5 17,29 8.8

9 1740 I 1,18 21,92 11,89 10,39Dd

(10,39 mm < 23 mm)Ghi chil: Chuy6n v! cho ph6p = Lll75:1404160:23 mm

B:f,ng 5. ChuyiSn vi do du-o. c t+i mQt s6 vi tri h6n bA mat tlim kinh vd d0 v6ng tuong Aiii tal

-;-DAurb 2

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[Iinh 7. Quan h$ giea 6p lrrc vi chuyOn vi tqi diCm dAu, ditim gitia vd di&n cutii cua mat *imkinh voi 6p lgc duong

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gtta m{t dm tintr vdi 6p lyc em

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Chuy€n vi t4i vi trf tto (mm) ChuyiSn vitfurc 0 gitathanh (mm)

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(l) (2) (3) (4) (5) (6) 0lI 0 0 0 02 -870 5.51 12.03 6.038 -130s 8.3 t7-35 8.93

9 -t740 r0,22 21,54 10,94 10,96 Dat(10.96 mm < 23 mm)Ghi chil: Chuy€r t cho ph6p = Lll75 = 1404160:23 mm

Bing 6. Chuy6n v[ do duo. c tai m$t sl5 vi tri tr€n bC mifitfimkfnh vi dQ vdng tuong AOi t4i

Ilinh S. Quan he grira 6p lUc vi chuyCn vi tqi di6m ttiu, diiim giiia vi dirim cu6i cua m6t timkinh vcri 6p bc err

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Du 6n: KHU CAN HQ CAO CAp TUSION SUITE DANANG BEACH

Lo4i thi nghi6m: Ki6m tra rI$ lgt khi Di6n tich b6 mflt A: 47,7 (m2)

Bing 7. Eq lgt khi qua mau thi nghiQm

Ap lucthi

nghiQm

Luu lugng khi khi bitkfn miu thi nghiQm Q,

(l/s)

Luu lugng khi khikhdng bft kin miu thi

nghiQm Q,(tA)

Luu lugng khilot qua m6uthi nghiQm

Q'= Q,'Q'Qls)

DQ lq,t khftr6n b6 mirt

m6u thinghiQm

Qr=Q./l(l/ (m2.s))

P:30022,47 * (3,14* 0,132 I 4)* lO4

:298,122,7 6* (3,1 4* 0,132 I 4)* 1 O-3

= 301,953.847 0,08

P: - 30022,40* (3,1 4* 0,732 A)" lO3

: 297,1722,58* (3, 1 4*0, 1 3214)* 1 0-3

:299,56 2.3 8B 0,05

Ktit lufn: Dat (DQ kin khi nho hon 1,6 1/(m2.s))

Ghi chu:Dudng kinh cua do luu luong khi le 0,13 m

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Dq 6n: KHU CAN HQ CAO CAP FUSION SUITE DANANG BEACH

Loai thi nghi6m: Ki6m tra rIQ lgt nufc ducri 6p lgc tinh Luu luong'. 3,4 Llm2 'phll

Bf,ng 8. Ki6m tra dQ lot nu6c du6i 6p lyc tinh

Ap Iuc (Pa) Thcri gian (phft) MO tA k6t qui quan sit

300 t5Kh6ng c6 hiQn tugng lqtnu6c tr0n bd m[t mdu thinehi6m

KGt luf,n: Dat

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Loai thi nghiOm: Ki0m tra tili trgng 0 trang th6i cqc han

Bing 9. Ki6m trathr trong 0 tr4ng th6i cuc han

Ap lqc MO te kiit qun quan s6t Ghi chri

P : +2610 Pa Kh6ng c6 hong h6c, khung kim 1o4ikhdng bi bi0n d?ng, kinh kh6ng bi vd.

P : -2610 Pa Kh6ng c6 hong h6c, khung kim loaikh6ng bi biOn d?ng, kinh khdng bi vd,

K6t ludn: Dat

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, 6. Kiit tuans

MAu thi nghiQm cria hQ th6ng m4t dgng nh6m kinh cria cua dq 6n "KHU CAN HQ

, CAO CAP FUSION SUITE DANANG BEACH" ddm bAo c6c y6u cAu theo dA cuongthi nghiQm dd dugc phO duyQt.

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