Novel prefabricated concrete hollow slab girder and construction process for building roads and bridges by using same
A hollow slab girder and concrete technology, which is used in the erection/assembly of bridges, bridge construction, joists, etc., can solve the problem of difficulty in better improving the accuracy of wedge-shaped backing plates, increasing design, construction workload, and prolonging design and construction periods, etc. problems, to shorten the design cycle, improve strength, and eliminate shear slippage
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Publication Date
- 2007-07-11
Smart Images
Figure 1 Figure 2 Figure 3
Abstract
Description
technical field
[0001] The invention relates to the field of road and bridge construction, in particular to a prestressed concrete hollow slab girder, and also relates to a construction technique for erecting a road and bridge by using the hollow slab girder. technical background
[0002] In the field of construction, hollow-core slab girders are frequently used in bridge and road construction. However, the hollow slab girders in the prior art often suffer from some diseases during the use of bridges and roads, and also include some inconveniences in design and construction, such as:
[0003] a. Due to various factors such as the load from the hollow slab beam road, the upper part of the bridge, the penetration and corrosion of bridge deck rainwater, and careless construction, the hinge joints between the hollow slab girders are easy to break after a period of use, forming a single beam. , which accelerates the damage of the bridge structure;
[0004] b. As rainwater infil...
Examples
Embodiment Construction
[0037] As shown in Figure 1, it is a specific embodiment of the novel prestressed concrete hollow slab girder of the present invention, the material of the hollow slab girder is prestressed reinforced concrete, comprises a quadrangular body 11, and the top surface of the body 11 is roughly smooth, and There is a through cavity 111 inside, and the two ends 12 respectively located at the two ends of the body 11, the two ends 12 and the body 11 are integrally formed, and the prestressed steel bars are pre-embedded continuously in the body 11 and the two ends 12 15. Since the shapes and forces of the two ends 12 in this embodiment are symmetrically the same, only the ends 12 will be described below.
[0038] As shown in Fig. 1, Fig. 2 and Fig. 3, the end 12 is tenon-shaped, protrudes about 1 meter from the body, and is a solid body, and its top and bottom surfaces are flush with the top and bottom surfaces of the body 11. The width of the end 12 is slightly less than half of the ...