22TCN 247-98 PDF

For Prestressed Rural Girder, design standards: 22TCN Rural product Technical specifications and acceptance”, 22 TCN 22 TCN 05 “Specification for bridge design” TCN – 98 “Work execution and acceptance regulations” TCN “Steel. TCVN Earth works – Construction and Acceptance 22TCN Bars for Pre-stressing Concrete 22TCN Construction and Inspection of.

Author: Bakinos Migami
Country: Chile
Language: English (Spanish)
Genre: Medical
Published (Last): 22 February 2008
Pages: 84
PDF File Size: 12.50 Mb
ePub File Size: 15.5 Mb
ISBN: 638-3-17361-734-2
Downloads: 15609
Price: Free* [*Free Regsitration Required]
Uploader: Megar

Thickness changes from 1. Fine aggregate Natural sand, manufactured sand, or combination: The elevation system is national system. So we need 2 lanes for span next to the middle span.

Thuyết minh thiết kế bản vẽ thi công cầu nhịp chính dạng dàn bailey nhịp dẫn dầm I18m tiếng anh

Monthly average temperature, highest and lowest temperature is presented in the following table: Kt cu b tng v b tng ct thp ton khi Two piers of middle span are shape steel, the other piers are wood. 247-9 to measurement results in Cao Lanh station, the total sunshine hours are When designing this route, should ensure conformity with general development plan and not obstruct the flow.

Those bridges in area of 03 provinces: Measurements results of average monthly rainfall and largest rainfall are presented in the table below: Projects of 13 bridge 247-9 part of Component B – Phase I of project, aiming to upgrade and return the existing bridges crossing the Waterway Corridor No.

  FAMA FRATERNITATIS RC PDF

Project Management Unit of Waterways. The most rainfall occurs in October with Use precast girders from Binh Minh factory, transport to the site by waterway with the distance is Monthly average 22ycn humidity is presented in the table below.

BLLT J2 Vol 2 specification rev14 EN CONTRACT | Duc Nguyen Ngoc –

Double bituminous surface treatment with 2 layers standard 3. Bridge with one lane. Bridge length and embankment height are limited, and construction is easier. This design report is made for My An Bridge. Thp thanh trn trn. Ph gia C chng ch k thut, c cc c quan qun l Nh nc cng nhn: Nguyn tc chung 3.

Exceptionally long span or unusual structures require So we need soft soil treatment or add more span, more piers, 24-98 it can make the cost increase. Reinforced and Prestressed Concrete Documents.

Thuyết minh thiết kế bản vẽ thi công cầu nhịp chính dạng dàn bailey nhịp dẫn dầm – Tài liệu text

Due to above characteristics, land is frequently swamped and. Tiu chun nghim thu: Truss type bailey 4. Design of Concrete Structures – Concrete Published on Apr View Download 4. From comparison of 2 options, Consultant chooses the option of Bailey for middle span because it is cheaper.

According to the Decision No. ASTM A or equivalent. The clearance of Navigation is 6m height for all bridges cross waterway corridor No. Commentary – Volume 2: Each section is 3. Results of monthly average relative humidity are presented in the following table: Reinforced Concrete Structures – uvpdf. Admixture Recognized by State Control Agencies, having suffcient technical certificates: The total of annual rainfall is about Reinforced and prestressed concrete design to ec2 pdf nbsp; Reinforced and prestressed concrete design to ec2 pdf Reinforced and prestressed concrete structures, Incase of two cars run in 2 ways on the bridge because they can not see each other.

  KABARY MALAGASY PDF

The physical-mechanical characteristics are as following: Tien Giang and Hau Giang with dense system of canals, which serving for transportation and for irrigation, divided this area.

Route must be operated safely and smoothly during flood season. This layer only appears in boreholes on the ground. This issue has been mention in letter No. Deck slab is reinforced concrete 30MPa 10cm thick and 5cm of reinforce concrete 30MPa for cover. 22ycn

Total losses was about 4, billion, in which inundated area was up to 2. Addition, the existing bridge can not be stabilization after dredging makes the bottom of canal deeper.