do an tot nghiep ky su xay dung ngan hang dong a thu dau1 tinh binh duong

... Hàng ĐầuGVHD : Th.S Nguyễn Văn Giang Tư Và Phát Triển Long An SVTH: Cao Thị Phương Anh– 07VXD1 Trang : 28CHƯƠNG 3TÍNH TOÁN CẦU THANG BỘ3.1 Cấu tạo cầu thangMB TẦNG 1 ÷ TẦNG 2130020047001400 ... KSXD Kh a 2007 Đề Tài TN : Ngân Hàng ĐầuGVHD : Th.S Nguyễn Văn Giang Tư Và Phát Triển Long An SVTH: Cao Thị Phương Anh– 07VXD1 Trang : 43c. Tính toán cốt thép : Do hai vế giống nhau nên chỉ ... 22504500113002003100+2.200-0.050+4.500187.5280120120MC CẦU THANG TẦNG 1 ÷ TẦNG 2Đồ n Tốt Nghiệp KSXD Kh a 200 Đề Tài TN : Ngân Hàng ĐầuGVHD : Th.S Nguyễn Văn Giang Tư Và Phát Triển Long An SVTH: Cao Thị Phương Anh– 07VXD1 Trang : 19TÍNH...

... bám và sức kéo c a ơtơ : =keoimax keoDmax - fv và =bamimax bamDmax- fvimax = min( )bamkeoiimaxmax;2.4.1. Theo điều kiện sức kéo : Ta xét xe đang lên dốc và chuyển ... đường nhanh hao mịn do ma sát với lốp xe, do nước m a bào mịn, rảnh dọc mau hư hỏng hơn, duy tu bảo dưỡng cũng khó khăn hơn. Tóm lại nếu độ dốc dọc càng lớn thì chi phí khai thác vận doanh tốn ... doanh khai thác :ậ 1348.5.1. L ng v n chuy n hàng h a trong 1 n m:ượ ậ ể ă 1348.5.2. Chi phí khai thác ng:đườ 1358.5.3. Chi phí khai thác ơtơ: 1368.5.4. Chi phí v n doanh và khai thác c a...

... 74020'58'' 250 220.03 64.51 384.412 53021'31'' 350 211.15 42.36 395.953 67055'10'' 250 198.76 52.13 356.364 37020'42'' 400 ... tiêu hao nhiên liệu càng lớn, hao mịn săm lốpcàng nhiều, tức là giá thành vận tải càng cao. Khi độ dốc lớn thì mặt đường nhanh hao mịn do ma sát với lốp xe, do nước m a bào mịn, rảnh dọc mau hư ... Trang23Đồ n Tốt Nghiệp Kỹ Sư XD Cầu Đường GVHD : Th.S NGUYỄN THỊ THU TRÀ Vậy khả năng thơng hành c a đường là N = 2N1lan = 2*727 = 1454 (xe/h). 2.9.2.Các kích thước ngang c a đường: a. Độ...

... 36.53 Cốn thang 1 0.3 0.1 3.95 8.04 8.95 3.175 3.53 Bản thang 2 0.07 1.7 3.95 4.77 5.44 32 36.53 Cốn thang 2 0.3 0.1 3.95 8.04 8.95 3.175 3.53 Lan can tay vịn ... dới c a chu kỳ, ứng với đoạn nằm ngang c a phổ phản ứng gia tốc CT: Giới hạn trên c a chu kỳ, ứng với đoạn nằm ngang c a phổ phản ứng gia tốc TD : Giá trị xác định điểm bắt đầu c a phần ... c a bậc tự do j đợc xuất ra từ kết quả chạy ETABS V.9.5 với việc khai báo tải trọng tham gia dao động ( Mass source) bao gồm j kG 0,24. P+. Kết quả khối lợng và trọng lợng c a bậc tự do...

... trọng ngang do v a bêtông ướt và hoạt tải. Ngoài ra nó còn đóng vai trò như thanh cữ để đảm bảo chiều dày c a tường. Dự kiến sẽ sử dụng các tấm khuôn HP1530 đặt nằm ngang xen kẽ gi a hai hàng. ... Gồm hai mảng ván khuôn, hệ thống sườn ngang, sườn đứng chịu lực, hệ thống các thanh chống để giữ ổn định. Ngoài ra còn có các bulông xuyên qua tường đóng vai trò như hệ kết cấu đỡ sườn ngang. ... thoả thu n c a cơ quan quản lý tương ứng và nên hạn chế đến mức tối thiểu. II.Đối với phần ngầm: Khi đào các hố sâu phải có các lan can chắn quanh miệng hố ngăn việc rơi và ngã xuống hố. Ban...

... TỔNG QUAN 1. TỔNG QUAN VỀ CẦU THANG BỘ TRONG CÔNG TRÌNH 74 2. LỰC CHỌN CẦU THANG THIẾT KẾ 74 II. THIẾT KẾ CẦU THANG BỘ 1. NHIỆM VỤ THIẾT KẾ 74 2. L A CHỌN KẾT CẤU 74 3. L A CHỌN KÍCH THƯỚC ... Charm Plaza hiện tại đang đi vào triển khai cũng l a chọn giải pháp là kết cấu bê tông cốt thép. 2. L A CHỌN a. Bê tông  Cấp độ bền và giá trị quan tâm : - Cấp độ bền B25 ( tương đương Mac ... KIỂM TRA 1. KIỂM TRA CHỐNG CẮT SÀN 70 2. KIỂM TRA ĐỘ VÕNG SÀN 71 GVHD : THẦY ĐINH HOÀNG NAM SVTH:PHÙNG QUANG TRƯỜNG - MSSV:X061665 -4 - CHƯƠNG 5 : THIẾT KẾ CẦU THANG BỘ I. TỔNG QUAN 1....

... TẢI TRỌNG-Tải trọng do bản thang truyền vào(bằng phản lực gối t a c a bản thang): q1=1487kG/m-Tải trọng bản thân dầm thang: q2=1,1.2500.0,2.0,3=165 kG/m-Tải trọng do ô bản sàn truyền vào:L1=2,5 ... 330V a xi măng 0,015 1800 1,3 35,1Hoạt tải Cầu thang 300 1,2 360Tổng cộng 796Tải trọng phân bố trên 1m chiều rộng bản thang là q=796 kG/m.TÍNH TOÁN BẢN THANG1. XÁC ĐỊNH NỘI LỰCVì cầu thang ... gian sử dụng.- Dễ phân chia không gian.- Dễ bố trí hệ thống kỹ thu t điện, nước…- Thích hợp với những công trình có khẩu độ v a. GVHD: THẦY ĐINH HOÀNG NAMSVTH: LÊ ANH DUY MSSV:X060214 Page...

... chính công trình (ph a đông nam) nhìn ra đờng hai chiều.+ Ph a bắc (mặt sau) là đờng giao thông nội bộ và nhìn ra bến xe ôtôĐồng Đăng.+ Ph a tây nhìn ra đờng đi Đồng Đăng và ga Đồng Đăng, tiếp ... Ngoài rađể đề phòng trờng hợp trục trặc kỹ thu t hay mất điện, hục vụ cho việcthoát ngời khi có sự cố khẩn cấp đợc thu n tiện, dễ dàng công trình đợcbố trí thêm 2 cầu thang bộ.Giao thông ngang ... trình đợc chia ra.Wpk: thành phần động c a gióWpk= Wt : hệ số áp lực động c a gió ở độ cao z. : hệ số không gian phụ thu c tiết diện đón (hút) gió. phụ thu c tham số và . a) Xác định...

... SANMAI B30 ENVE MAX 0,5 0 -56,42 0 5,025 0 -100,4 SANMAI B30 ENVE MAX 1,025 0 -52,96 0 5,025 0 -71,68 SANMAI B30 ENVE MAX 1,025 0 -52,17 0 8,494 0 -70,55 SANMAI ... SANMAI B30 ENVE MAX 2,05 0 -43,31 0 11,181 0 -20,54 SANMAI B30 ENVE MAX 2,05 0 -41,18 0 13,337 0 -19,66 SANMAI B30 ENVE MAX 2,65 0 -37,22 0 13,337 0 3,867 SANMAI ... 1.6. ĐỊNH NGH A TIẾT DIỆN TRONG ETABS V9.6 SectionName Material Shape Depth WidthTop Area TorsionConst D20X40 B25 Rectangular 0,4 0,2 0,08 0,0007 D30X60 B25 Rectangular 0,6 0,3...

... x kNm  3.1.5 Tính cốt thép bản thang3.1.5.1 Tính ô bản thang- Trong sơ đồ này thì Mgối= 0 nhưng trong thực tế bản thang liên kết cứng với dầmthang do vậy phải đặt cốt thép cấu tạo chống ... KSXD GVHD: Th.S Nguyễn Văn GiangSVTH: Trần Hữu Hoàng – Lớp: 07VXD1 Trang: 34- Thay x v a tìm được vào (*), ta tính đượcmaxM22cos2max A xM R x q 2max2.8232.36 2.82 0.857 9.859 ... Diện tích cốt thép cấutạo A sct= 20 – 30% A s,nhưng thiên về an toàn ta chọn A sct= 40% A s:+ Moment nhịp: Mnhip= Mmax= 39.01(kNm)- Tính toán cốt thép cho cầu thang như cấu kiện chịu uốn...

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... 1084,7 (KG/m)b/ Hoaỷt taới:+ hoaỷt taới haỡnh lang : qtt= 360 (KG/m2)+ hoaỷt taới phoỡng laỡm vióỷc : qtt= 240 (KG/m2)* Taới troỹng hỗnh thang tổỡ haỡnh lang truyóửn vaỡo :3,0400024005,0ll5,021 ... :Qua baùo caùo hióỷn traỷng caùc truỷ sồớ laỡm vióỷc cu a Thaỡnh phọỳ hióỷn nay chuùng ta thỏỳyhỏửu hóỳt õóửu õổồỹc taỷm sổ a chổ a caới taỷo laỷi tổỡ nhổợng nhaỡ ồớ gia õỗnh cho nón caùch bọỳ ... laỷi.Tốnh taớiHoaỷt taới 2=+ệ A N TT NGHIP Phỏửn kióỳn truùcóử taỡi : Trung tỏm haỡnh chờnh Thaỡnh Phọỳ Caỡ Mau Tốnh Caỡ Mau .Ngọ Buỡi Vyợ Huỡng Lồùp 98X1 A KhoaXDDD & CN Trang 327Mỷt...

... truùcPhaỷm Thu y Anh - 95 X1B Trang: 6Taới troỹng do a p lổỷc thụng õổùng cu a baùnh xe cỏửu truỷc taùc duỷng lón cọỹt thọngqua dc truỷc õổồỹc xaùc õởnh bũng caùch duỡng dah cu a phaớn lổỷc tổ a cu a ... dióỷn tờch baớn õóỳ bởcaùc dỏửm õóỳ sổồỡn ngn chia thaỡnh caùc ọ vồùi caùc bión tổ a khaùc nhau .Theo caùc kờch thổồùc caỷnh ọ vaỡ loaỷi ọ .Tờnh mọmen uọỳn trong caùc ọ naỡy . nhaùnh maùi ,mọmen ... cu a chuyóứn vở vaỡ phaớn lổỷc trong lión kóỳt thóm quy ổồùc hổồùng tổỡ traùi sangphaới laỡ dổồng .Duỡng PL III - thióỳt kóỳ KCT nhaỡ CN tỗm õổồỹc mọm vaỡ phaợn lổỷcngang cu a õỏửu B cu a cọỹt.8174,1729,492,2123412.97,129,441,1.634631213122121212HEJHEJHEJBAC A RHEJHEJHEJBACBMBB...

... thống thang bộ vàthang máy bố trí ở 2 bên hành lang theo phơng ngang nhà .l a chọn kết cấu khung- vách chịu lực theo sơ đồ khung giằng, sử dụng cáclỏi thang máy và vách thang bộ cùng tham gia chịu ... nhà. Giao thông theo phơng nằm ngang theo kiểu hành lang gi a, trong đó cáccăn hộ đợc bố trí ở hai bên hành lang, hành lang liên hệ với các cầu thang máyvà cầu thang bộ ở 2 bên sảnh c a ngôi ... gọn, do đó có khả năng chống xoắn và chịutải trọng ngang. Hệ thống 2 cầu thang máy và 2 thang bộ đợc bố trí ngay ở tiền sảnh thu ntiện cho việc giao thông liên hệ từ thấp lên các tầng cao của...

... thiết kế khung ngang1. Kích thớc Gabarit c a khung ngang.1.1. Kích thớc theo phơng ngang- Trục định vị.Đối với sức trục Q = 20T ta chọn a = 0 và = 750 mm.Để cầu trục làm việc an toàn theo ... ngang718,8(kG/m)qhPhân bố trên rờng ngang405,4(kG/m)qe1Phân bố trên rờng ngang144(kG/m)qe2Phân bố trên rờng ngang450(kG/m)qe3Phân bố trên rờng ngang450(kG/m)qe4Phân bố trên rờng ngang450(kG/m)qe5Phân ... Mmax, Lực cắt Vmaxđợc xác định do hai cầu trục mang vật nặng ở vị trígần nhau.Trọng lợng bản thân dầm cầu trục, ray và c a hoạt tải s a ch a trên dầm đợc kểđến bằng cách nhân giá trị Mmax,...