Water
Найдено совпадений - 2 за 0.00 сек.
1. СВ Crushing and screening plant | АutoCad
The single foundation under column is used for the project. When starting to dig foundation trench, stability of slope should be paid more attention to. When non-natural step-slope excavation starts, the encasing of foundation trench should be specially designed, and the original break ground should not be changed. Unless, the parts disturbed should have the treatment of C15 rubble and concrete pouring in order to get to the designed elevation; the design, construction and supervisor parties should agree if using other method, mechanical digging should follow relevant regulations, 200mm thickness of soil layer should be reserved for hand excavation. Before foundation construction, drill exploration and trench inspection should be conducted. If the earth quality does not conform to geology report, construction, design, and supervisor parties should have a joint consultation to discuss the treatment method. 100mm thickness, C15 concrete mat layer should be set under concrete foundation slab (except the noted ones), the width around the mat layer of the base is 100mm wider than that of the base. Both sides of backfill should be at the same time after foundation construction, the backfill located under the base and equipment foundation, ground, wash apron foundation, step foundation must be tamped layer by layer, the thickness of each layer is no more than 300mm, pressure coefficient should be 0.94 or above. Water cement ratio should be controlled strictly during construction, Strengthen maintenance and take reasonable construction process.
1.General data 2.Table of contents 3.Plan at elevation.0.000-7.200 4.Plan at El.+5.100, section a-a 5.Plan of foundations 6.The Foundation of SJ-1(1) 7.The Foundation of SJ-1(2) 8.The Foundation of the SJ-2(2) 9.The Foundation of the SJ-2(2) 10.Building construction site crushers 11.Design of vibrating screen and conveyor 107 12.Design of a belt conveyor 105 13.Design of a belt conveyor 106 14.Design of a belt conveyor 108 15.Metal structures of service platforms
Дата добавления: 18.08.2017
|
|
2. Course project - Residential building in the city of Almaty | AutoCad
1Introduction 2 2Initial data for the design -climatic conditions of the construction area; - snow area; - wind area; - normative depth of soil freezing; - humidity zone; - room mode; - operating conditions; - the temperature of the coldest five days; - duration of the heating period; - the temperature of the heating period; - degree of durability; - degree of fire resistance; - building class; - prevailing wind direction. 2 2.1Architectural and planning part -General plan; 4 3Design part 5 3.1Constructive solution of foundations; 5 3.2Constructive solution of walls and partitions; 5 3.3Constructive solution of coverplates; 5 3.4Roof Design; 6 3.5Constructive solution of the roof; 6 3.6Constructive solution of stairs; 6 3.7Windows and doors; 6 3.8Interior and exterior decoration; 7 4Thermal calculation 7 5Conclusion 8 6References 8 There were used 3 types of foundation blocks, with sizes: FB 12.6.6; FB 9.6.6; FB 6.6.6, with amounts 110, 8 and 6 respectively. In the foundation plan there is given a places with reinforcement (Area 4). Detailed foundation plan is illustrated on the page 4 of course work.
waterproofing membrane the thickness δ = 0.0015 m; mineral wool Isover insulating layer with thickness 90mm, and a plate with thickness 220mm.
Doors: D1 with sizes 700x2000, D2 with sizes 800x2000, D3 with sizes 1500x2000, D4 with sizes 1600x2000, D5 with sizes 1400x2000. Windows: W1 2100X1500; W2 700X1500.
Дата добавления: 07.04.2022
|
© Rundex 1.2 |