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Đồ án tốt nghiệp kỹ sư xây dựng Ngân Hàng Đầu Tư và Phát Triển Long An

Ngày tải lên : 18/06/2014, 16:33

... Hàng Đầu GVHD : Th.S Nguyễn Văn Giang Tư Và Phát Triển Long An SVTH: Cao Thị Ph ương Anh – 07VXD1 Trang : 28 CHƯƠNG 3 TÍNH TOÁN CẦU THANG BỘ 3.1 Cấu tạo cầu thang MB TẦNG 1 ÷ TẦNG 2 1300 200 4700 1400 ... KSXD Kh a 2007 Đề Tài TN : Ngân Hàng Đầu GVHD : Th.S Nguyễn Văn Giang Tư Và Phát Triển Long An SVTH: Cao Thị Ph ương Anh – 07VXD1 Trang : 43 c. Tính toán cốt thép : Do hai vế giống nhau nên chỉ ... 2250 4500 1 1300 200 3100 +2.200 -0.050 +4.500 187.5 280 120 120 MC CẦU THANG TẦNG 1 ÷ TẦNG 2 Đồ n Tốt Nghiệp KSXD Kh a 200 Đề Tài TN : Ngân Hàng Đầu GVHD : Th.S Nguyễn Văn Giang Tư Và Phát Triển Long An SVTH: Cao Th ị Phương Anh – 07VXD1 Trang : 19 TÍNH...

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Luận văn Đồ án tốt nghiệp kỹ sư xây dựng cầu đường - thiết kế tuyến đường qua hai điểm C - D

Ngày tải lên : 23/01/2014, 21:45

... bám và sức kéo c a ơtơ : = keo i max keo D max - f v và = bam i max bam D max - f v i max = min ( ) bamkeo ii maxmax ; 2.4.1. Theo điều kiện sức kéo : Ta xét xe đang lên dốc và chuyển ... doanh khai thác :ậ 134 8.5.1. L ng v n chuy n hàng h a trong 1 n m:ượ ậ ể ă 134 8.5.2. Chi phí khai thác ng:đườ 135 8.5.3. Chi phí khai thác ơtơ: 136 8.5.4. Chi phí v n doanh và khai thác c a ... cong. m 10.095 9.8 9.8 9 Độ dốc ngang mặt đường % 2 2 10 Độ dốc ngang lề đường gia cố % 2 2 11 Bán kính đường cong nằm ĐT : THIẾT KẾ ĐƯỜNG QUA HAI ĐIỂM C-D TRANG : 43 SVTH : NGUYỄN XUÂN VINH ...

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Luận văn Đồ án tốt nghiệp kỹ sư xây dựng cầu đường - thiết kế mới tuyến đường X - Y

Ngày tải lên : 23/01/2014, 22:01

... 74 0 20'58'' 250 220.03 64.51 384.41 2 53 0 21'31'' 350 211.15 42.36 395.95 3 67 0 55'10'' 250 198.76 52.13 356.36 4 37 0 20'42'' 400 ... tiêu hao nhiên liệu càng lớn, hao mịn săm lốp càng 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 ... VÀ CÁC KÍCH THƯỚC NGANG C A ĐƯỜNG: 2.9.1Khả năng thơng hành xe: Khả năng thơng xe tức là số lượng xe tối a có thể chạy qua một mặt cắt ngang đường trong một đơn vị thời gian, thường được biểu...

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ĐỒ ÁN TỐT NGHIỆP KỸ SƯ XÂY DỰNG K.2005-2010

Ngày tải lên : 07/06/2014, 22:01

... 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 C T : Giới hạn trên c a chu kỳ, ứng với đoạn nằm ngang c a phổ phản ứng gia tốc T D : 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 k G 0,24. P + . Kết quả khối lợng và trọng lợng c a bậc tự do...

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đồ án tốt nghiệp kỹ sư xây dựng Trung Tâm Mại Bờ Hồ (phần Thi công)

Ngày tải lên : 18/06/2014, 13:22

... 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. ... thuận 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 đêm...

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Đồ án tốt nghiệp kỹ sư xây dựng Phùng Quang Trường

Ngày tải lên : 18/06/2014, 14:14

... 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....

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Đồ án tốt nghiệp kỹ sư xây dựng Chung cư An Phú

Ngày tải lên : 18/06/2014, 14:18

... TẢI TRỌNG -Tải trọng do bản thang truyền vào(bằng phản lực gối t a c a bản thang): q 1 =1487kG/m -Tải trọng bản thân dầm thang: q 2 =1,1.2500.0,2.0,3=165 kG/m -Tải trọng do ô bản sàn truyền vào: L 1 =2,5 ... là q=796 kG/m. TÍNH TOÁN BẢN THANG 1. XÁC ĐỊNH NỘI LỰC Vì cầu thang có 2 về giống nhau nên ta tính cho 1 vế, rồi lấy kết quả tương tự cho vế còn lại. Xem bản thang và chiếu nghỉ là dầm gãy khúc ... cứng c a từng tầng) vì có sàn nêncác lực này truyền sang sàn và từ đó truyền sang vách. Biến dạng dọc trục c a sàn, c a dầm xem như là không đáng kể. GVHD: THẦY ĐINH HOÀNG NAM SVTH: LÊ ANH DUY...

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đồ án tốt nghiệp kỹ sư xây dựng Trung Tâm Quảng Cáo và giới thiệu sản phẩm Đồng Đăng

Ngày tải lên : 18/06/2014, 14:38

... 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 ôtô Đồng Đăng. + Ph a tây nhìn ra đờng đi Đồng Đăng và ga Đồng Đăng, tiếp ... phẩm Đồng Đăng. Đ a điểm xây dựng: Thị trấn Đồng Đăng - Lạng Sơn. Cơ quan quyết định đầu t: UBND tỉnh Lạng Sơn. Cơ quan chủ đầu t: Công ty xây lắp và kinh doanh nhà Lạng Sơn. Cơ quan thiết kế: Công ... < A 0 = 0,412 Với A = 0,037 tra bảng ta có = 0,981 F a = 7,7.981,0.2300 24210 = 1,39 cm 2 chọn 8 f = 0,503 cm 2 Khoảng cách a = a a F bf = 39,1 100503,0 x = 36,2 cm Chọn a = 30 cm f a =...

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Đồ án tốt nghiệp kỹ sư xây dựng Chung cư An Dương Vương (Lào Cai)

Ngày tải lên : 18/06/2014, 15:02

... 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...

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Đồ án tốt nghiệp kỹ sư xây dựng Thiết kế chung cư An Phú lô B

Ngày tải lên : 18/06/2014, 15:38

... x kNm   3.1.5 Tính cốt thép bản thang 3.1.5.1 Tính ô bản thang - Trong sơ đồ này thì M gối = 0 nhưng trong thực tế bản thang liên kết cứng với dầm thang do vậy phải đặt cốt thép cấu tạo chống ... KSXD GVHD: Th.S Nguyễn Văn Giang SVTH: Trần Hữu Hoàng – Lớp: 07VXD1 Trang: 34 - Thay x v a tìm được vào (*), ta tính được max M 2 2 cos 2 max A x M R x q    2 max 2.82 32.36 2.82 0.857 9.859 ... Diện tích cốt thép cấu tạo A sct = 20 – 30% A s, nhưng thiên về an toàn ta chọn A sct = 40% A s : + Moment nhịp: M nhip = M max = 39.01(kNm) - Tính toán cốt thép cho cầu thang như cấu kiện chịu uốn...

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Đồ án tốt nghiệp kỹ sư xây dựng khách sạn DAKRUCO ĐẮK LẮK

Ngày tải lên : 18/06/2014, 15:56

... 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6a3 OXIZyWaCDgac3m8029C+PRqM4B8XXjJbSRFmW5XleFEVic4UQxuOxy+qEoijyPE9pqHYidDDwTB0fH8fp4M0d9Lc6OKWJsiy7uLho0iqlucqybDrYZXWl7xMbSgf3lu/JAQCggwEAQAcDAIAOBgAAHQwAADoYAAB0MAAA6GAAANDBAACggwEAQAcDAIAOBgAAHQwAADoYAAB0MAAA6GAAANDBAACggwEAQAcDAKCDAQBABwMAgA4GAAAdDAAAOhgAAHQwAADoYAAA0MEAAKCDAQBABwMAgA4GAAAdDAAAT2/bCkhDWZZJzlXXdeQB09tkYhPFfyQiWCwWLqĐ Ồ...

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Ngày tải lên : 18/06/2014, 17:01

... 1084,7 (KG/m) b/ Hoaỷt taới: + hoaỷt taới haỡnh lang : q tt = 360 (KG/m 2 ) + hoaỷt taới phoỡng laỡm vióỷc : q tt = 240 (KG/m 2 ) * Taới troỹng hỗnh thang tổỡ haỡnh lang truyóửn vaỡo : 3,0 4000 2400 5,0 l l 5,0 2 1 ... : Qua baùo caùo hióỷn traỷng caùc truỷ sồớ laỡm vióỷc cu a Thaỡnh phọỳ hióỷn nay chuùng ta thỏỳy hỏửu hóỳt õóửu õổồỹc taỷm sổ a chổ a caới taỷo laỷi tổỡ nhổợng nhaỡ ồớ gia õỗnh cho nón caùch bọỳ ... laỷi. Tốnh taới Hoaỷt taới 2 = + ệ A N TT NGHIP Phỏửn kióỳn truùc óử taỡi : Trung tỏm haỡnh chờnh Thaỡnh Phọỳ Caỡ Mau Tốnh Caỡ Mau . Ngọ Buỡi Vyợ Huỡng Lồùp 98X 1 A Khoa XDDD & CN Trang 3 27 Mỷt...

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Ngày tải lên : 18/06/2014, 17:04

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Ngày tải lên : 18/06/2014, 17:59

... thống thang bộ và thang 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 các lỏi 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 các căn hộ đợc bố trí ở hai bên hành lang, hành lang liên hệ với các cầu thang máy và cầu thang bộ ở 2 bên sảnh c a ngôi ... gọn, do đó có khả năng chống xoắn và chịu tải trọng ngang. Hệ thống 2 cầu thang máy và 2 thang bộ đợc bố trí ngay ở tiền sảnh thuận tiện cho việc giao thông liên hệ từ thấp lên các tầng cao của...

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Ngày tải lên : 18/06/2014, 20:44

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