Straddle-type monorail bearing system and construction method thereof
A construction method and straddle-type technology, applied in the field of transportation, can solve the problems of a large number of foundations and bridge piers, a small span of track beams, and a large amount of engineering, so as to achieve the effect of increasing the span, improving the stress of the structure, and improving the effect of the force.
Patent Information
- Authority / Receiving Office
- CN · China
- Current Assignee / Owner
- Publication Date
- 2016-06-15
Smart Images
Figure 1
Abstract
Description
technical field
[0001] The invention relates to a straddling monorail support system and a construction method thereof, belonging to the technical field of transportation. Background technique
[0002] With the population flow and economic development, my country's urban traffic congestion is becoming more and more serious, and problems such as single traffic structure and great impact on the environment are becoming more and more prominent. To solve these traffic problems fundamentally, the existing traffic structure must be adjusted. As a medium-capacity straddle monorail transportation, it has the advantages of strong adaptability, low noise, small turning radius, and strong climbing ability. It is a transportation form that meets the needs of cities in our country and has certain development prospects. The form of monorail supporting rail is usually elevated, which has the advantages of small footprint, full use of urban space, and good visual effects. However, the span ...
Examples
Embodiment Construction
[0024] The present invention will be specifically introduced below in conjunction with the accompanying drawings and specific embodiments.
[0025] see figure 1 , the straddle-type monorail bearing system of the present invention comprises: a road base body 1, a foundation bed bottom layer 2 laid on the road base body 1, a foundation bed top layer 5 laid on the foundation bed bottom layer 2, a foundation bed layer buried in the road base body 1 and the foundation bed layer The piles 3 in the bottom layer 2 and the cover beam 4 arranged at the top of the pile 3, the sections of the subgrade body 1, the bottom layer 2 of the foundation bed and the top layer 5 of the foundation bed are all trapezoidal, and the track beam 6 is installed on the cover beam 4. In actual construction, the pile column 3 is a steel pipe pile or a concrete pile, and the cover beam 4 is made of section steel or reinforced concrete correspondingly.
[0026] In order to better implement the present inventi...