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Dự án đầu tư xây dựng cầu Hưng Hà và đường dẫn hai đầu cầu thuộc tuyến nối cao tốc Hà Nội Hải Phòng với cao tốc Cầu Giẽ Ninh Bình có điểm đầu thuộc xã Phương Chiểu, TP Hưng Yên giao cắt với Quốc lộ 39 (Km38+732QL39); điểm cuối giáp nối với đường dẫn cầu Thái Hà (Km1+028,01) thuộc xã Bắc Lý, huyện Lý Nhân (Hà Nam); Tổng chiều dài của dự án 6.165,77m. Tổng mức đầu tư dự án là 2.871.552 triệu đồng.
The socialist republic of viet nam Céng hßa x· héi chđ nghÜa viƯt nam Ministry of transport Bé giao th«ng vËn t¶i Project management unit no.1 Ban qu¶n lý dù ¸n Hung bridge construction project Dù ¸n x©y dựng cầu hưng hà - - Calcualtion sheet Construction scaffolding of k0 Segment of the pier p25 Bảng tính đà giáo thi công khối đỉnh trụ Trụ P25 Ha Noi, 01/2017 The socialist republic of viet nam Céng hßa x· héi chđ nghÜa viƯt nam Ministry of transport Bé giao th«ng vËn t¶i Project management unit no.1 Ban qu¶n lý dù ¸n Hung bridge construction project Dù ¸n x©y dựng cầu hưng hà - - Calcualtion sheet Construction scaffolding of k0 Segment of the pier p25 Bảng tính đà giáo thi công khối đỉnh trụ Trụ P25 tư vấn giám sát-consultant Ha Noi, 01/2017 Nhà thầu-contractor bridge construction project item : main bridge construction calcultion sheet of scaffolding for k0 construction A GENERAL I general introduction - Hung Ha bridge is located at KM28+335.105, a part of Project of Hung Ha bridge and approach road construction connecting Ha Noi - Hai Phong expressway and Cau Gie - Ninh Binh expressway II Design standard: + Design procedure of bridge construction and auxiliary equipment 22TCN - 200:1989 + Design standard of bridge and culvert 22TCN-18-79 + Design draflange of Hung Ha bridge + Other document (it will be cited when applying) III Material - Shaped steel material + Yield strength Fy = + Calculates strength Ru = 2000 kG/cm2 + Unit weight s = 7850 kG/m3 + Elastic modulus Es = 235 Mpa 200000 Mpa IV Data Load and load factor : (Table 1.13 - 22TCN - 200-89) - Table 1.13 - Standard 22TCN 200 - 89 : Load Notation Standard Overload Load of structure which being construction nbt 1.0 1.1 Load of structure and auxiliary structure npt 1.0 1.2 Load cause pouring and vibrating concrete ndd 1.0 1.3 Load cause people and slight equipment ntb 1.0 1.3 Unit Quantity T/m3 2.50 Length of flange m 14.00 Concrete volume of left web m3 19.28 Concrete weight of left web T 48.21 Concrete volume of right web m3 19.28 Concrete weight of right web T 48.21 m 3.25 - Load applying to triangle scaffolding system of K0 for cantilever arm: Item Notation Flange of girder Unit weight of Concrete Cantilever part Length of cantilever Page Volume of Bottom concrete Weight of bottom concrete BTD m3 30.02 T 75.05 Concrete volume of left web m 17.42 T 43.55 m3 17.42 T 43.55 m3 16.75 T 41.88 m3 17.48 T 43.70 Concrete volume of left web + cantilever m3 8.95 Weight of left web T 22.38 Concrete volume of right web + cantilever m3 8.95 Weight of right web T 22.38 m3 117.00 T 292.49 Concrete weight of left web BTST Concrete volume of right web Concrete weight of right web BTSP Concrete volume of middle web Concrete weight of middle web BTSG Volume of cap concrete Weight of cap concrete BTN Concrete volume of cantilever end Concrete weight of cantilever end Inside scaffolding (cantilever) DGT T 3.49 Inside formwork (cantilever) VKT T 2.58 Scaffolding at flange side DGC T 5.67 Formwork at flange side VKC T 2.94 Scaffolding shoring bottom formwork DGD T 10.00 Bottom formwork VKD T 11.03 T 35.71 Total weight of scaffolding + formwork Checking step - Checking of rigidity of separate part of scaffolding system under the affect of concrete weight and gravity load of itself component - Checking of deformation after checking of rigidity; - Checking of stability for compression bar of scaffolding system with load and load combination which shown in table 19 - TCVN 200-89 Checking items: - (i) Calculation of internal force and checking load capacity of separate elements of scaffolding system - (ii) Calculation of internal force and checking load capacity of high strength bar PC32 - (iii) Calculation of internal force and checking load capacity of pile cap (pier column) under effect of tensile force of bar PC32 Page b Checking of structure I general layout +21.659 B11 +21.640 +21.619 I200x100x5.5/8 I200x100x5.5/8 L = 6.42m B11 L = 6.42m I200x100x5.5/8 B2 B3 L = 12 m Lan can thÐp I300x150x6.5/9 L = 12.0m Ván khuôn đáy Formwork Parapet 2I500x200x10/16 2H350&H300 B1' L = 20.0 m B1 L = 20.0 m Triangle flame Khung tam gi¸c Thanh N2 Bar N2 Triangle flame Thanh PC 36 Khung tam gi¸c Bar PC36 Thanh N3 Khung tam gi¸c Bar N3 Triangle flame Bar N1 Thanh N1 H350x350x12/19 H350x350x12/19 C1 C1 L=6.925m L=6.925m Xuyên tâm / Radial D16 L100x100x10 l2 L = 1.579 m I150x75x5/7 T6 L100x100x10 L1 L thay ®ỉi b b I200x100x5.5 B8 L = 5.34 m Shape scaffolding KT 1.5x1.5x1.5m Đà giáo khoang KT 1.5x1.5x1.5m H300x300x10/15 B4 L = 15.0 m H300x300x10/15 2I500x200x10/16 B1 L = 4.00 m H300x300x10/15 L = 20.0 m H300 G1 L = 5.904 m L = 10 m H300x300x10/15 L = 5.610 m Líi an toµn Safety mesh C1 H350x350 H350x350 L=6.925m L=6.925m C1 Page - Expanded triangle frame structure of pier is final bearing structure of scaffolding for K0 structure - The bearings of triangle frame work relying on friction with pier column under affect of PC32 tensile force - Total triangle frames deviding equally for cantilever flanges Construction sequence - Setting triangle frame and scaffolding for bottom formwork - Setting scaffolding, formwork for flanges - Pouring concrete for K0 segment stage - Pouring concrete for K0 segment stage - Pouring concrete for K0 segment stage II Calculation of beam system t6 - I150x75x5/7 General layout b9 b9 L5 Shape scaffolding KT 1.5x1.5x1.5m B8 B4 H300x300x10/15 H300x300x10/15 B7 B7 L = 4.00 m L = 4.00 m H300x300x10/15 H300x300x10/15 L = 5.904 m L = 5.904 m B5 B5 H300x300x10/15 H300x300x10/15 L = 5.610 m L = 5.610 m B6 B6 Applied load - Load applying to beam T6 include: + Uniform load of flange concrete + Uniform load of flange formwork - Split band width L=1.5m: - Load of flange concrete at each section matched to flange thickness: + Flange thickness h3=0.25 m Pbt3 = nbt.(L.h3).bt = 1.03 (T/m) nbt : overload factor of concrete load nbt = 1.1 bt : Unit weight of concrete bt = 2.50 (T/m3) Page Pbt2 = nbt.(L.h2) = + Flange thickness h2=0.33 m 1.36 (T/m) na : overload factor of concrete load Pbt1 = nbt.(L.h1) = + Flange thickness h1=0.55 m nbt = 1.1 nbt = 1.1 npt = 1.2 ndd = 1.3 ndd = 1.3 2.27 (T/m) na : overload factor of concrete load - Load of flange formwork: Pvk = npt.L.0,06 = 0.11 (T/m) npt : overload factor of structure which be building Choose formwork have weight: 0.06T/m2 - Vertical load by vibrating of concrete mixture: qdd = 200 (kg/m2) Pdd = ndd.L.qdd = 0.39 (T/m) ndd : overload factor of structure which be building - Vertical load by people and slight equipment: qng = 250 (kg/m2) Png = nng.L.qng = 0.49 (T/m) ndd : overload factor of structure which be building Calculation diagram Pbt1 Pbt2 Pbt3 Pvk+Pdd+Png 1500 1500 Use Midas 6.30, we have: Page Moment diagram (T.m) Shear diagram (T) Page Bearing reaction diagram (T) Deformation diagram (m) Page Checking of bar T6 : a.Bar I150x75x5/7 has geometric feature: L= 3.00 (m) F= 17.90 (cm2) Wx = 88.80 (cm3) Jx = 666.00 (cm4) Sx = 50.00 (cm3) b Internal force: - Maximum moment applying to bar T6: M= 0.68 (T.m) 2.46 (T) - Maximum shear force: Q= c Checking of bending-tensile strength: - Checking formula: σ max = M max Ru W In there: s : stress Mmax: Maximum moment Wx : bending section modulus R steel intension R = 1900 (kG/cm2) : 766kg/cm2 s = W= < R= 88.80 2000kg/cm2 (cm3) OK d Checking of shear strength: - Checking formula: τ= Q max ×S 0.6×R u b×J x = 1200 (kG/cm2) In there: Qmax: Maximum shear force S : Static moment S= 50.0 cm3 b: web width b= 0.50 cm Jx: Inertia moment Jx= 666.0 cm4 R: steel intensity R = 1900 (kG/cm2) = 369kg/cm2 < 0,6.[R] = 1200kg/cm2 OK e Checking of deflection: - Checking condition: fmax [L/250] Page 1/2 mặt cắt a - a 1/2 section a - a bố trí ván khuôn khối k0 arrangement external formwork ( TØ lÖ/SC 1:75 ) a 11100 T3' T3' S2 T3' S1 t3'(s1)(s2) t3'(s1)(s2) t3'(s1)(s2) t6 t8 t9 a Bảng tổng hợp khối lượng ván khuôn thành total table quantity external formwork (tính cho toàn khối đúc-for all segment) TT Quy c¸ch - FORM NO PROJECT MANAGEMENT UNIT NO.1 Amount Đơn trọng Tổng trọng unit (kg) V¸n - S1/Formwork - S1 TÊm/Plate 173.06 1038.36 V¸n - S2/Formwork - S2 TÊm/Plate 173.35 1040.10 V¸n - T3/Formwork - T3 TÊm/Plate 42 272.89 11461.38 V¸n - T3'/Formwork - T3' TÊm/Plate 18 272.89 4912.02 V¸n - T7/Formwork - T7 TÊm/Plate 107.60 645.60 19097.46 Nẹp ván khuôn / bar keep formwork Thanh T6/Bar T6 Thanh / Bar 24 91.46 2195.04 Thanh T8/Bar T8 Thanh / Bar 24 82.66 1983.84 Thanh T9/Bar T9 Thanh / Bar 120 44.58 5349.60 THE ENGINEER DOHWA JINWOo DONG IL Ghi chó: - KÝch thíc b¶n vÏ ghi theo đơn vị mm note: - All dimensions are in mm 9528.48 NAME Ghi chó - Note total (kg) Ván khuôn / formwork JOINT VENTURE OF MINISTRY OF TRANSPORT Số lượng unit A B THE EMPLOYER Đơn vị HUNG HA BRIDGE CONSTRUCTION PROJECT (VNM-45) THE CONTRACTOR SIGNATURE NAME DATE CHECKED BY Dang anh tuan PREPARED BY le hoang Team leader Do minh thien CHECKED BY CHOI KI JEONG CHECKED BY KIM jong man TEAM LEADER PARK JAE WHAN APPROVED BY kim jin myung APPROVED BY LEE JONG MIN HYUNDAI DEVELOPMENT COMPANY PACKAGE No.5: CONSTRUCTION OF HUNG HA BRIDGE AND APPROACH ROAD SIGNATURE DWG No REV 01 01 DATE bố trí ván khuôn external formwork layout SCALE : Detail/chi tiÕt s1 B-B Detail/chi tiÕt 1-3 A-A detail/chi tiÕt 1-10 detail/chi tiÕt 1-9 C-C quantity for a plate/bảng khối lượng Khối lượng/Weight(kg) STT số hiệu No name Quy cách-form Đơn vị unit Số lượng amount unit I S1 173.06 1-1 T«n 4700x385x4 Plate/TÊm 56.82 56.82 1-2 T«n 4700x150x4 Plate/TÊm 22.14 22.14 1-3 []535x80x8 Plate/B¶n 2.69 5.38 1-5 C80x5x4684 Thanh 33.02 66.04 1-6 []4684x80x40x2 Hép 17.65 17.65 1-9 []250x80x8 B¶n 1.26 2.52 10 1-10 []235x80x8 Bản 1.26 2.52 Bu lông f12,L=50mm Bộ 20 THE EMPLOYER THE ENGINEER JOINT VENTURE OF PROJECT MANAGEMENT UNIT NO.1 DOHWA JINWOo DONG IL NAME note total 12 MINISTRY OF TRANSPORT Detail/C.tiết note: Ghi Đơn trọng Tỉng céng Ghi chó: HUNG HA BRIDGE CONSTRUCTION PROJECT (VNM-45) THE CONTRACTOR SIGNATURE NAME DATE CHECKED BY Dang anh tuan PREPARED BY le hoang Team leader Do minh thien CHECKED BY CHOI KI JEONG CHECKED BY KIM jong man TEAM LEADER PARK JAE WHAN APPROVED BY kim jin myung APPROVED BY LEE JONG MIN HYUNDAI DEVELOPMENT COMPANY PACKAGE No.5: CONSTRUCTION OF HUNG HA BRIDGE AND APPROACH ROAD SIGNATURE DWG No REV 02 01 DATE bè trÝ v¸n khuôn external formwork layout SCALE : Detail/chi tiết s2 B-B Detail/chi tiÕt 2-3 A-A C-C detail/chi tiÕt 2-10 quantity for a plate/bảng khối lượng detail/chi tiết 2-9 note: Khối lượng/Weight(kg) STT số hiệu No name Quy cách-form Đơn vị unit Ghi Số lượng amount Đơn trọng Tỉng céng unit I S2 2-1 T«n 4700x385x4 Plate/TÊm 56.82 56.82 2-2 T«n 4700x150x4 Plate/TÊm 22.14 22.14 2-3 []559x80x8 Plate/B¶n 2.81 5.62 2-5 C80x5x4684 Thanh 33.02 66.04 2-6 []4684x80x40x2 Hép 17.65 17.65 2-9 []274x80x8 B¶n 1.38 2.76 10 2-10 []230x80x8 Bản 1.16 2.32 Bu lông f12,L=50mm Bé 20 THE EMPLOYER THE ENGINEER JOINT VENTURE OF MINISTRY OF TRANSPORT PROJECT MANAGEMENT UNIT NO.1 DOHWA JINWOo DONG IL NAME Ghi chó: 173.35 Detail/C.tiÕt 12 note total HUNG HA BRIDGE CONSTRUCTION PROJECT (VNM-45) THE CONTRACTOR SIGNATURE NAME DATE CHECKED BY Dang anh tuan PREPARED BY le hoang Team leader Do minh thien CHECKED BY CHOI KI JEONG CHECKED BY KIM jong man TEAM LEADER PARK JAE WHAN APPROVED BY kim jin myung APPROVED BY LEE JONG MIN HYUNDAI DEVELOPMENT COMPANY PACKAGE No.5: CONSTRUCTION OF HUNG HA BRIDGE AND APPROACH ROAD SIGNATURE DWG No REV 03 01 DATE bố trí ván khuôn external formwork layout SCALE : detail/Chi tiÕt T3 A-A B-B C-C quantity for a plate E-E bảng khối lượng STT số hiệu D-D no name T3-1 T3-2 T3-4 T3-5 T3-6 T3-7 T3-8 Qu y c¸ch- form C80x40x5x4688 []1000x80x8 []80x40x2x4688 Tôn 4200x1000x4 L50x50x3x195 []235x80x8 []200x80x8 Đ ơn vị Số lượng Khối lượng/weight(kg) Ghi unit amount Thanh B¶n H ép TÊm Thanh B¶n B¶n 2 4 Đ ơn/unit Tổng/total 32.82 5.02 17.66 131.88 0.45 1.18 1.00 Tæng céng thÐp/total weigh t (kg) note 65.63 10.05 52.99 131.88 3.62 4.72 4.00 272.89 Ghi chó: note: THE EMPLOYER THE ENGINEER JOINT VENTURE OF MINISTRY OF TRANSPORT PROJECT MANAGEMENT UNIT NO.1 DOHWA JINWOo DONG IL NAME HUNG HA BRIDGE CONSTRUCTION PROJECT (VNM-45) THE CONTRACTOR SIGNATURE NAME DATE CHECKED BY Dang anh tuan PREPARED BY le hoang Team leader Do minh thien CHECKED BY CHOI KI JEONG CHECKED BY KIM jong man TEAM LEADER PARK JAE WHAN APPROVED BY kim jin myung APPROVED BY LEE JONG MIN HYUNDAI DEVELOPMENT COMPANY PACKAGE No.5: CONSTRUCTION OF HUNG HA BRIDGE AND APPROACH ROAD SIGNATURE DWG No REV 04 01 DATE bố trí ván khuôn external formwork layout SCALE : Detail/Chi tiÕt T3' A-A E-E B-B C-C quantity for a plate bảng khối lượng tÊm STT sè hiÖu D-D no name T3'-1 T3'-2 T3'-4 T3'-5 T3'-6 T3'-7 T3'-8 Quy cách- form C80x40x5x4688 []1000x80x8 []80x40x2x4688 Tôn 4200x1000x4 L50x50x3x195 []235x80x8 []200x80x8 Đơn vị Số lượng Khối lượng/weight(kg) Ghi unit amount Thanh B¶n Hép TÊm Thanh B¶n B¶n 2 4 Đơn/unit Tổng/total 32.82 5.02 17.66 131.88 0.45 1.18 1.00 Tæng céng thÐp/total weight (kg) note 65.63 10.05 52.99 131.88 3.62 4.72 4.00 272.89 Ghi chó: note: THE EMPLOYER THE ENGINEER JOINT VENTURE OF MINISTRY OF TRANSPORT PROJECT MANAGEMENT UNIT NO.1 DOHWA JINWOo DONG IL NAME HUNG HA BRIDGE CONSTRUCTION PROJECT (VNM-45) THE CONTRACTOR SIGNATURE NAME DATE CHECKED BY Dang anh tuan PREPARED BY le hoang Team leader Do minh thien CHECKED BY CHOI KI JEONG CHECKED BY KIM jong man TEAM LEADER PARK JAE WHAN APPROVED BY kim jin myung APPROVED BY LEE JONG MIN HYUNDAI DEVELOPMENT COMPANY PACKAGE No.5: CONSTRUCTION OF HUNG HA BRIDGE AND APPROACH ROAD SIGNATURE DWG No REV 05 01 DATE bố trí ván khuôn external formwork layout SCALE : chi tiÕt/detail T7 c A b c d e b d e A D-D(E-E) section a-a mặt cắt a-a section b-b mặt cắt b-b bảng thống kê khối lượng T7 Table quantity plate T7 detail 1.6 chi tiết 1.6 section c-c mặt cắt c-c Khối lượng/Weight(kg) STT số hiệu No name Quy cách-form Đơn vị unit Số lượng amount Ghi Đơn trọng Tổng cộng unit total 1.1 C80x40x5,L=4684 Thanh/Bar 33.02 66.04 1.3 []250x80x8 B¶n/Plate 1.26 2.52 1.5 []4700x250x4 B¶n/Plate 36.90 36.90 1.6 []71x240x8 B¶n/Plate 1.07 2.14 Tỉng / Total (kg) note 107.60 Ghi chó: note: THE EMPLOYER THE ENGINEER JOINT VENTURE OF MINISTRY OF TRANSPORT PROJECT MANAGEMENT UNIT NO.1 DOHWA JINWOo DONG IL NAME HUNG HA BRIDGE CONSTRUCTION PROJECT (VNM-45) THE CONTRACTOR SIGNATURE NAME DATE CHECKED BY Dang anh tuan PREPARED BY le hoang Team leader Do minh thien CHECKED BY CHOI KI JEONG CHECKED BY KIM jong man TEAM LEADER PARK JAE WHAN APPROVED BY kim jin myung APPROVED BY LEE JONG MIN HYUNDAI DEVELOPMENT COMPANY PACKAGE No.5: CONSTRUCTION OF HUNG HA BRIDGE AND APPROACH ROAD SIGNATURE DWG No REV 06 01 DATE bố trí ván khuôn external formwork layout SCALE : Thanh đỡ ván khuôn cánh xe đúc bar bear flange formwork form traveller detail/Chi tiÕt T6 Detail / detail T6-1 b-b Chi tiÕt / detail T6-1' A-a 6-2 6-6 6-5 6-7 Bảng khối lượng T6/table quantity bar t6 6-1' Khèi lỵng/Weight(kg) 6-3 ghi chó note: STT sè hiƯu No name Quy cách-form Đơn vị unit Ghi Số lượng amount Đơn trọng Tổng cộng unit total 6-1 I150x75x5x4555 Thanh 77.89 77.89 6-1' I150x75x5x302 Thanh 5.16 5.16 6-2 []134x31x8 B¶n 0.26 2.10 6-3 []225x205x10 B¶n 3.62 3.62 6-5 []103x210x6 B¶n 0.98 0.98 6-6 []91x210x6 B¶n 0.74 0.74 6-7 []75x50x8 B¶n 0.24 Tỉng / Total (kg) THE EMPLOYER THE ENGINEER JOINT VENTURE OF MINISTRY OF TRANSPORT PROJECT MANAGEMENT UNIT NO.1 DOHWA JINWOo DONG IL NAME HUNG HA BRIDGE CONSTRUCTION PROJECT (VNM-45) THE CONTRACTOR SIGNATURE NAME DATE CHECKED BY Dang anh tuan PREPARED BY le hoang Team leader Do minh thien CHECKED BY CHOI KI JEONG CHECKED BY KIM jong man TEAM LEADER PARK JAE WHAN APPROVED BY kim jin myung APPROVED BY LEE JONG MIN HYUNDAI DEVELOPMENT COMPANY PACKAGE No.5: CONSTRUCTION OF HUNG HA BRIDGE AND APPROACH ROAD SIGNATURE note 0.96 91.46 DWG No REV 07 01 DATE bố trí ván khuôn external formwork layout SCALE : Thanh nẹp đứng ván khuôn xe đúc bar keep vertical external formwork form traveller chi tiết/detail T8 8-2(9-2) Bảng khối lượng T8/table quantity bar t8 Khối lượng/Weight(kg) STT số hiệu No Quy cách-form name Đơn vị unit Số lượng amount Ghi Đơn träng Tæng céng unit total 8-1 C150x75x6.5/10x1980 Thanh/ Bar 36.83 73.66 8-2 []225x205x10 B¶n/Plate 3.62 7.24 8-3 []150x75x10 B¶n/Plate 0.88 chi tiÕt/detail T9 Tỉng / Total (kg) a-a note 1.77 82.66 Bảng khối lượng T9/table quantity bar t9 a-a Khèi lỵng/Weight(kg) STT sè hiệu No name Quy cách-form Đơn vị unit Số lượng amount Ghi Đơn trọng Tổng cộng unit total 9-1 C150x75x6.5/10x980 Thanh / Bar 18.23 36.46 9-2 []225x205x10 B¶n / Plate 3.62 7.24 9-3 []150x75x10 B¶n / Plate 0.88 Tỉng / Total (kg) note 0.88 44.58 ghi chó b-b b-b 8-3(9-3) note: THE EMPLOYER THE ENGINEER JOINT VENTURE OF MINISTRY OF TRANSPORT PROJECT MANAGEMENT UNIT NO.1 DOHWA JINWOo DONG IL NAME HUNG HA BRIDGE CONSTRUCTION PROJECT (VNM-45) THE CONTRACTOR SIGNATURE NAME DATE CHECKED BY Dang anh tuan PREPARED BY le hoang Team leader Do minh thien CHECKED BY CHOI KI JEONG CHECKED BY KIM jong man TEAM LEADER PARK JAE WHAN APPROVED BY kim jin myung APPROVED BY LEE JONG MIN HYUNDAI DEVELOPMENT COMPANY PACKAGE No.5: CONSTRUCTION OF HUNG HA BRIDGE AND APPROACH ROAD SIGNATURE DWG No REV 08 01 DATE bố trí ván khuôn external formwork layout SCALE : bố trí ván khuôn layout of inner formwork bố trí ván khuôn nắp layout of top slab formwork bảng tổng hợp khối lượng / table quantities total TT NO A Quy c¸ch - FORM PROJECT MANAGEMENT UNIT NO.1 DOHWA JINWOo DONG IL NAME Đơn trọng Tổng trọng unit (kg) total (kg) Ghi chó - Note 18833.97 Chi tiÕt / Detail TÊm/Plate 293.64 2349.12 Chi tiÕt 2' / Detail 2' TÊm/Plate 276.62 2212.96 Chi tiÕt / Detail TÊm/Plate 258.95 2071.60 Chi tiÕt / Detail TÊm/Plate 231.31 925.22 Chi tiÕt 4' / Detail 4' TÊm/Plate 96.83 387.31 Chi tiÕt / Detail TÊm/Plate 54.61 436.88 TÊm T3'' / Formwork T3'' TÊm/Plate 32 272.79 8729.28 TÊm T7 / Formwork T7 TÊm/Plate 16 107.60 1721.60 HUNG HA BRIDGE CONSTRUCTION PROJECT (VNM-45) THE CONTRACTOR SIGNATURE Amount cấu tạo dầm đệm / structure beam THE ENGINEER JOINT VENTURE OF MINISTRY OF TRANSPORT Sè lượng unit Ván khuôn / formwork Cấu tạo giằng vk vµ vk ngoµi structure brace inner and external formwork THE EMPLOYER Đơn vị NAME DATE CHECKED BY Dang anh tuan PREPARED BY le hoang Team leader Do minh thien CHECKED BY CHOI KI JEONG CHECKED BY KIM jong man TEAM LEADER PARK JAE WHAN APPROVED BY kim jin myung APPROVED BY LEE JONG MIN HYUNDAI DEVELOPMENT COMPANY PACKAGE No.5: CONSTRUCTION OF HUNG HA BRIDGE AND APPROACH ROAD SIGNATURE DWG No REV 01 01 DATE bè trí ván khuôn inner formwork layout SCALE : Chi tiết/detail T3'' A-A B-B C-C Bảng khối lượng / Table quantity a plate mặt cắt / section E - E STT sè hiÖu T3''-1 T3''-2 T3''-4 T3''-5 T3''-6 T3''-7 T3''-8 Quy cách C80x40x5x4684 []1000x80x8 []80x40x2x4684 Tôn 4200x1000x4 L50x50x3x195 []235x80x8 []200x80x8 Khối lượng(kg) Đơn vị Số lg Thanh Bản Hộp Tấm Thanh B¶n B¶n 2 4 Tỉn g cộng thép (kg) mặt cắt / section d - d no name T3''-1 T3''-2 T3''-4 T3''-5 T3''-6 T3''-7 T3''-8 form C80x40x5x4684 []1000x80x8 []80x40x2x4684 4200x1000x4 L50x50x3x195 []235x80x8 []200x80x8 unit Bar Plate Box Plate Bar Plate Plate 272.79 weight(kg) amount 2 4 unit 32.79 5.02 17.65 131.88 0.45 1.18 1.00 total weight (kg) THE EMPLOYER THE ENGINEER JOINT VENTURE OF PROJECT MANAGEMENT UNIT NO.1 note total 65.58 10.05 52.95 131.88 3.62 4.72 4.00 272.79 Ghi chó: note: MINISTRY OF TRANSPORT Ghi Đơn trọng Tổng cộn g 32.79 65.58 5.02 10.05 17.65 52.95 131.88 131.88 0.45 3.62 1.18 4.72 1.00 4.00 DOHWA JINWOo DONG IL NAME HUNG HA BRIDGE CONSTRUCTION PROJECT (VNM-45) THE CONTRACTOR SIGNATURE NAME DATE CHECKED BY Dang anh tuan PREPARED BY le hoang Team leader Do minh thien CHECKED BY CHOI KI JEONG CHECKED BY KIM jong man TEAM LEADER PARK JAE WHAN APPROVED BY kim jin myung APPROVED BY LEE JONG MIN HYUNDAI DEVELOPMENT COMPANY PACKAGE No.5: CONSTRUCTION OF HUNG HA BRIDGE AND APPROACH ROAD SIGNATURE DWG No REV 02 01 DATE bố trí ván khuôn inner formwork layout SCALE : Chi tiết/detail Mặt cắt/section a-a Mặt cắt B-B section B-B mặt cắt/section c-c Chi tiết detail bảng tổng hợp khối lượng STT số hiệu Quy cách Đơn vị Số lg table quantities total Khối lượng(kg) no Ghi name form unit amount Đơn trọng Tổng cộng I Chi tiÕt TÊm 4 II 2.1 2.2 2.3 2.5 2.6 Chi tiÕt 6.1 Thanh T«n Thanh Thanh Thanh TÊm Thanh 12 32 8 4 17.65 147.58 2.13 5.02 33.02 6.2 T«n Hép 80x40x2,L=4684 []1000x4700x4 L80x80x7,L=250 []80x8,L=1000 C80x40x5/7,L=4684 Hép 80x40x2,L=4700 []4700x250x4 1174.56 I detail 17.71 211.79 590.32 68.08 40.19 264.18 218.44 70.84 II 2.1 2.2 2.3 2.5 2.6 detailt 6.1 36.90 147.60 6.2 ThuËn + NghÞch THE EMPLOYER THE ENGINEER JOINT VENTURE OF PROJECT MANAGEMENT UNIT NO.1 Box 80x40x2,L=4684 []1000x4700x4 L80x80x7,L=250 []80x8,L=1000 C80x40x5/7,L=4684 Box 80x40x2,L=4700 []4700x250x4 note total plate 1174.56 Bar Steel Bar Bar Bar plate Bar 12 32 8 4 17.65 147.58 2.13 5.02 33.02 17.71 211.79 590.32 68.08 40.19 264.18 218.44 70.84 Steel 36.90 147.60 note: Ghi chó: MINISTRY OF TRANSPORT weight(kg) unit DOHWA JINWOo DONG IL NAME HUNG HA BRIDGE CONSTRUCTION PROJECT (VNM-45) THE CONTRACTOR SIGNATURE NAME DATE CHECKED BY Dang anh tuan PREPARED BY le hoang Team leader Do minh thien CHECKED BY CHOI KI JEONG CHECKED BY KIM jong man TEAM LEADER PARK JAE WHAN APPROVED BY kim jin myung APPROVED BY LEE JONG MIN HYUNDAI DEVELOPMENT COMPANY PACKAGE No.5: CONSTRUCTION OF HUNG HA BRIDGE AND APPROACH ROAD SIGNATURE DWG No REV 03 01 DATE bố trí ván khuôn inner formwork layout SCALE : Chi tiết/detail 2' Mặt cắt/section a-a Mặt cắt B-B section B-B mặt cắt/section c-c bảng tổng hợp khối lượng STT số hiệu Quy cách Đơn vị Số lg table quantities total Khèi lỵng(kg) Ghi chó no name form unit amount Đơn trọng Tổng cộng I Chi tiết 2' Tấm 1106.48 I detail 2' plate 2'.1 Hép 80x40x2,L=4684 Thanh 12 17.65 211.79 2'.1 Box 80x40x2,L=4684 Bar 12 17.65 211.79 2'.2 2'.5 2'.6 []1000x4700x4 []80x8,L=1000 C80x40x5/7,L=4684 T«n Thanh Thanh 8 147.58 5.02 33.02 590.32 40.19 264.18 2'.2 2'.5 2'.6 []1000x4700x4 []80x8,L=1000 C80x40x5/7,L=4684 Steel Bar Bar 8 147.58 5.02 33.02 590.32 40.19 264.18 1106.48 note: THE EMPLOYER THE ENGINEER JOINT VENTURE OF PROJECT MANAGEMENT UNIT NO.1 note total Ghi chó: MINISTRY OF TRANSPORT weight(kg) unit DOHWA JINWOo DONG IL NAME HUNG HA BRIDGE CONSTRUCTION PROJECT (VNM-45) THE CONTRACTOR SIGNATURE NAME DATE CHECKED BY Dang anh tuan PREPARED BY le hoang Team leader Do minh thien CHECKED BY CHOI KI JEONG CHECKED BY KIM jong man TEAM LEADER PARK JAE WHAN APPROVED BY kim jin myung APPROVED BY LEE JONG MIN HYUNDAI DEVELOPMENT COMPANY PACKAGE No.5: CONSTRUCTION OF HUNG HA BRIDGE AND APPROACH ROAD SIGNATURE DWG No REV 04 01 DATE bố trí ván khuôn inner formwork layout SCALE : Detail/chi tiết mặt cắt b - b Detail/chi tiết 3-3 mặt cắt a - a mặt cắt c - c quantity for a plate/bảng khèi lỵng tÊm STT sè hiƯu No name Quy cách-form I Detail/Chi tiết 3-1 Tôn 4700x700x4 3-2 T«n 4700x300x4 3-3 []998x80x8 3-5 C80x5x4684 3-6 []4684x80x40x2 12 Bu lông f12,L=50mm THE EMPLOYER Số lượng unit amount Đơn trọng/unit Tổng cộng/total Detail/C.tiết Plate/Tấm Plate/Tấm Plate/Bản Bar/Thanh Box/Hép Set/Bé 4 8 104 103.31 44.27 5.01 33.02 17.65 1035.80 413.22 177.10 40.11 264.18 141.19 THE ENGINEER JOINT VENTURE OF MINISTRY OF TRANSPORT PROJECT MANAGEMENT UNIT NO.1 Khối lượng/Weight(kg) Đơn vị DOHWA JINWOo DONG IL NAME Ghi chó note: note Ghi chó: HUNG HA BRIDGE CONSTRUCTION PROJECT (VNM-45) THE CONTRACTOR SIGNATURE NAME DATE CHECKED BY Dang anh tuan PREPARED BY le hoang Team leader Do minh thien CHECKED BY CHOI KI JEONG CHECKED BY KIM jong man TEAM LEADER PARK JAE WHAN APPROVED BY kim jin myung APPROVED BY LEE JONG MIN HYUNDAI DEVELOPMENT COMPANY PACKAGE No.5: CONSTRUCTION OF HUNG HA BRIDGE AND APPROACH ROAD SIGNATURE DWG No REV 05 01 DATE bố trí ván khuôn inner formwork layout SCALE : Detail/chi tiết mặt cắt b - b Detail/chi tiết 4-3 mặt cắt a - a mặt cắt c - c quantity for a plate/bảng khối lượng note: STT sè hiÖu No I 1 name Quy cách-form Detail/Chi tiết 4-1 Tôn 4700x560x4 4-2 T«n 4700x57x4 4-3 T«n 4700x208x4 4-3 []817x80x8 4-5 C80x5x4684 4-6 []4684x80x40x2 THE EMPLOYER Số lượng unit amount Đơn träng/unit Tỉng céng/total Detail/C.tiÕt Plate/TÊm Plate/TÊm Plate/TÊm Plate/B¶n Bar/Thanh Box/Hép 2 2 4 82.64 8.41 30.70 4.10 33.02 17.65 462.61 165.29 16.82 61.39 16.42 132.09 70.60 THE ENGINEER JOINT VENTURE OF MINISTRY OF TRANSPORT PROJECT MANAGEMENT UNIT NO.1 Khối lượng/Weight(kg) Đơn vị DOHWA JINWOo DONG IL NAME Ghi chó note Ghi chó: HUNG HA BRIDGE CONSTRUCTION PROJECT (VNM-45) THE CONTRACTOR SIGNATURE NAME DATE CHECKED BY Dang anh tuan PREPARED BY le hoang Team leader Do minh thien CHECKED BY CHOI KI JEONG CHECKED BY KIM jong man TEAM LEADER PARK JAE WHAN APPROVED BY kim jin myung APPROVED BY LEE JONG MIN HYUNDAI DEVELOPMENT COMPANY PACKAGE No.5: CONSTRUCTION OF HUNG HA BRIDGE AND APPROACH ROAD SIGNATURE DWG No REV 06 01 DATE bè trí ván khuôn inner formwork layout SCALE : Detail/chi tiết 4' mặt cắt b - b Detail/chi tiết 4'-3 mặt cắt a - a mặt cắt c - c quantity for a plate/bảng khối lượng STT số hiÖu No I 1 name Quy cách-form Detail/Chi tiết 4' 4'-1 Tôn 4700x330x4 4'-2 Tôn 4700x62x4 4'-3 T«n 4700x194x4 4'-3 []580x80x8 4'-5 C80x5x4684 4'-6 []4684x80x40x2 THE EMPLOYER PROJECT MANAGEMENT UNIT NO.1 Sè lỵng unit amount Đơn trọng/unit Tổng cộng/total Detail/C.tiết Plate/Tấm Plate/Tấm Plate/Tấm Plate/Bản Bar/Thanh Box/Hép 2 2 4 48.70 9.15 28.63 2.91 33.02 17.65 387.31 97.40 18.30 57.26 11.66 132.09 70.60 THE ENGINEER JOINT VENTURE OF MINISTRY OF TRANSPORT DOHWA JINWOo DONG IL note: Khối lượng/Weight(kg) Đơn vị NAME Ghi chó note Ghi chó: HUNG HA BRIDGE CONSTRUCTION PROJECT (VNM-45) THE CONTRACTOR SIGNATURE NAME DATE CHECKED BY Dang anh tuan PREPARED BY le hoang Team leader Do minh thien CHECKED BY CHOI KI JEONG CHECKED BY KIM jong man TEAM LEADER PARK JAE WHAN APPROVED BY kim jin myung APPROVED BY LEE JONG MIN HYUNDAI DEVELOPMENT COMPANY PACKAGE No.5: CONSTRUCTION OF HUNG HA BRIDGE AND APPROACH ROAD SIGNATURE DWG No REV 07 01 DATE bè trÝ v¸n khu«n inner formwork layout SCALE : ... construction project Dù ¸n x©y dựng cầu hưng hà - - Calcualtion sheet Construction scaffolding of k0 Segment of the pier p25 Bảng tính đà giáo thi công khối đỉnh trụ Trụ P25 tư vấn giám... load: + Length of uniform load of bar B1 cause weight of scaffolding inside formwork, bottom formwork and bottom concrete: L1 = 8.65 (m) + Value of uniform load: q1 =( nbt.[BTD+BTN]+npt.[DGT+VKT+VKD])/L1/3... +2 0.194 L= 6.420 m Kích ren/Jack I200 b10 L=3.03 Đà giáo định hình Shape scaffolding Lan can thi công Parapet Lưới an toàn Safety mesh Lưới an toàn Safety mesh Hệ đà giáo tam giác Thang thi công