CJJ48-92 Park Design Specification CJJ48-92 Park Design Specification CJJ48-92 Park Design Specification CJJ48-92 Park Design Specification CJJ48-92 Park Design Specification CJJ48-92 Park Design Specification CJJ48-92 Park Design Specification CJJ48-92 Park Design Specification CJJ48-92 Park Design Specification CJJ48-92 Park Design Specification CJJ48-92
The owner of the project is Construction Bureau of * * District, Urumqi City.This project belongs to the improvement project of Touqu Park. The project is: square pavement;Three dimensional flower wall and cultural relief wall;Movable flower stand;Rockery landscape stone;Landscape corridor;Wind Tower, Signage, Ethnic Pavilion, Landscape Pavilion.The project is located in the head area, and the project layout is long, with a total area of 194178m2.
This document is GB 50072-2010 Code for Design of Cold Storage. It contains complete and detailed contents, which can be downloaded by designers for reference.
This document is GB 50157-2003 Code for Design of Metro, which contains complete and detailed contents and can be downloaded by designers for reference.
In this project, the seismic fortification target, seismic fortification category, site classification, response spectrum and seismic design method of the Chinese seismic code GB 50011-2010 and the Australian seismic code AS11704-2007 carried out a detailed comparative analysis, and pointed out the similarities and differences between the two codes, which is helpful to further understand China's seismic code GB
Abstract: Urban waterfront refers to "the area within a certain range where water and land meet each other within the city, and its characteristic is that water and land constitute the dominant elements of the environment." It is the area with the most intensive natural factors and the most abundant natural processes in the city, and it is also one of the areas where human activities and natural processes have the strongest interaction [1].With the development of the city
This project belongs to the improvement project of Touqu Park. The project is: square pavement;Three dimensional flower wall and cultural relief wall;Movable flower stand;Rockery landscape stone;Landscape corridor;Wind Tower, Signage, Ethnic Pavilion, Landscape Pavilion.The project is located in the head area, and the project layout is long, with a total area of 194178m2.
This code has made major revisions to the Code for Design of Concrete Gravity Dams and its annual supplementary provisions, referred to as the original code, in the following aspects: the structural design adopts the probabilistic limit state design principle, and the partial coefficient limit state design expression replaces the calculation principle and method of the fixed value method used in the original code. The rock mass classification of the dam foundation provides the rock mass and concrete contact surface. The rock mass of the dam foundation is deepjunction
There are 14 chapters and 12 appendices after this revision.In addition to maintaining the provisions partially revised in 2008, the main contents of the revision are: the provisions on seismic measures for fortification of 7 degrees (0.15g) and 8 degrees (0.30g) have been supplemented, and the design earthquake grouping has been adjusted according to the Seismic Ground Motion Parameter Zoning Map of China;Improved the formula of soil liquefaction;The seismic influence coefficient is adjusted
This specification is applicable to heating hot water medium with design pressure less than or equal to 2.5MPa and design temperature less than or equal to 200 ℃;The design of the following heating networks with the design pressure of heating steam medium less than or equal to 1.6MPa and the design temperature less than or equal to 350 ℃.
The wet system shall be used in places where the ambient temperature is not lower than 4 ℃ and not higher than 70 ℃.Dry system shall be adopted for places with ambient temperature lower than 4 ℃ or higher than 70 ℃
The latest design specifications for general hospitals can be downloaded if you are interested.The latest design specifications for general hospitals can be downloaded if you are interested.
According to the requirements of the Regulations on Post Wenchuan Earthquake Recovery and Reconstruction issued by the State Council and the No. 1 Revision of Earthquake Ground Motion Parameters of the disaster area revised by the Seismological Bureau, the fortification intensity of the disaster area has been changed accordingly, and it is proposed to add some amendments to the articles. A total of 28 to 29 articles have been changed. The contents are as follows: 1Change of fortification intensity in disaster area, involving Sichuan, Shaanxi and Gansu
The Code for Design of Chimneys is now approved as a national standard, numbered GB 50051-2002, and will be implemented as of May 1, 2003.Among them, 3.1.1, 3.1.3, 3.2.2, 4.1.6, 5.2.1, 5.6.1, 5.6.2, 6.6.10, 7.1.1, 1.2, 8.1.4
This specification mainly describes the technical requirements for the design, materials, construction, inspection, commissioning and acceptance of the ground radiant heating project. I hope it will be helpful to you.
The design specifications for ventilation and air conditioning outlets (generally divided into three sections) are available for reference and download.
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