Prestressed pipeline friction loss test and calculation method
The technology of a prestressed pipeline and a test method is applied in the field of friction loss testing of prestressed concrete bridges and prestressed pipelines. high effect
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Publication Date
- 2020-12-01
- Estimated Expiration
- Not applicable · inactive patent
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Abstract
Description
technical field
[0001] The invention belongs to the field of testing friction loss of prestressed concrete bridge prestressed pipeline in bridge engineering, and relates to a friction loss test and calculation method of prestressed pipeline. Background technique
[0002] At present, the methods for testing the friction loss of prestressed pipelines mainly include the strain distribution method and the tension ratio method.
[0003] 1) Strain distribution method. The strain distribution method is to paste strain gauges at different positions along the length direction of the prestressed tendons, and lead out the test wires through the holes reserved by the anchorage. By testing the strain changes of prestressed tendons along the length direction, the friction loss of prestressed pipelines at each stage is obtained, and then the relevant pipeline friction coefficients are obtained. When the strain distribution method is used to test the friction loss parameters of the prestr...
Examples
Embodiment Construction
[0052] The present invention will be further explained and described below in conjunction with the accompanying drawings and specific embodiments. It should be noted that the specific embodiments do not limit the scope of rights of the present invention.
[0053] Such as figure 1 As shown, a kind of prestressed pipe friction loss test method and calculation method provided in this specific embodiment, in actual engineering, the internal prestressed steel tendons 3 of the main bridge 1 are symmetrically distributed, and the main bridge fixed by anchors at both ends The prestressed steel beams 3 on both sides of the prestressed pipe 2 in the bridge 1 are respectively subjected to multiple asymmetric stretching and symmetrical stretching. 3 ends of the stress steel beam.
[0054] The specific test method includes the following steps:
[0055] ①The tension diagram of the prestressed steel beam 3 is attached figure 1 As shown, one end of the prestressed steel beam 3 on both side...