Vertical combined novel foundation of mast mechanical equipment
A technology of mechanical equipment and masts, which is applied in the field of mast-type mechanical equipment foundations, and can solve problems such as limiting the floor area of the foundation, large floor area, and limited floor area
Patent Information
- Authority / Receiving Office
- CN · China
- Current Assignee / Owner
- Publication Date
- 2008-09-03
- Estimated Expiration
- Not applicable · inactive patent
Smart Images
Figure 1 Figure 2 Figure 3
Abstract
Description
technical field
[0001] The invention relates to a concrete prefabricated component used in periodic movement or a mast-type mechanical equipment foundation combined with other solid bulk materials with a certain bulk density. Background technique
[0002] At present, construction, electric power, petroleum, information, mining, and military fields are used periodically, such as construction fixed tower cranes, wind power generators, oil extraction machines, signal towers, large independent billboards, large radar and other mast-type machinery. Most of the equipment foundations adopt integral cast-in-place concrete foundations. The obvious disadvantages are that the utilization rate of resources is extremely low, the construction period is long, and the production period in cold regions is longer, which cannot be reused, and at the same time causes a lot of waste of resources and environmental pollution. In recent years, the cross-shaped combined tower crane foundation of con...
Examples
Embodiment Construction
[0057] Figures 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, all The concrete prefabricated component combined independent foundation structure of the novel foundation of vertical combination of mast type mechanical equipment is composed of regular polygonal prism lower end pieces (1), (10), (19), cylinder lower end piece (26), polygonal prism lower end Each of pieces (34), (41), and (48) is respectively connected with regular polygonal prism transition piece (2), (11), (20), cylinder transition piece (27), polygonal prism transition piece (35 ), (42), (49) each n pieces, respectively with regular polygonal prism upper end piece (3), (12), (21), cylinder upper end piece (28), polygonal prism upper end piece (36), (43), (50) each vertically combined into independent concrete foundation structures (201), (202), (203), (204), (205), (206), (207), as shown in Figures 1 and 4 , 7, 10, 13, 16, 19;
[0058] By the regular polygonal prism low...