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Test model for simulating relationship between immersion depth of bridge pier and bearing capacity of bridge pier

A technology of draft and load-bearing capacity, which is applied in the field of test models for simulating the relationship between pier draft and load-bearing capacity of bridge piers, which can solve the problems of inconvenient grasping of critical points of load-bearing and swaying of bridge piers, difficult observation of test results, inconvenient use, etc. , to achieve the effect of conveniently measuring the critical point, conveniently observing, and improving accuracy

Active Publication Date: 2019-08-16
HEBEI ROAD & BRIDGE GROUP
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Problems solved by technology

[0004] Aiming at the deficiencies in the prior art, the present invention provides a test model for simulating the relationship between pier draft and pier load-bearing capacity, which solves the problem that the general pier test model is inconvenient to grasp the critical point of pier load-bearing and swaying when it is used. The effect is not easy to observe, and the model used for simulating riverbed sediment is large in size and inconvenient to use

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  • Test model for simulating relationship between immersion depth of bridge pier and bearing capacity of bridge pier
  • Test model for simulating relationship between immersion depth of bridge pier and bearing capacity of bridge pier
  • Test model for simulating relationship between immersion depth of bridge pier and bearing capacity of bridge pier

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Embodiment Construction

[0027] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

[0028] Such as Figure 1-5 As shown, the embodiment of the present invention provides a test model for simulating the relationship between the draft of a bridge pier and the load-bearing capacity of the bridge pier, including a splint 1 in the test area, two water tanks 2 in the expansion area and a pier model 3. The water tank 2 in the expansion area is used to simulate the river of the bridge In the range of upstream and downstream waters, the splint 1 in the test area is us...

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Abstract

The invention provides a test model for simulating the relationship between the immersion depth of a bridge pier and the bearing capacity of the bridge pier. The test model comprises test area clamping plates, two extension area water tanks and a bridge pier model; a pier bottom clapboard is fixedly connected between the surfaces of the two test area clamping plates; a river bed simulation area isarranged among the lower surface of the pier bottom clapboard and the inner bottom walls of the test area clamping plates; and the river bed simulation area is filled with river bed sediment. The invention relates to the field of bridge construction. When the test model for simulating the relationship between the immersion depth of the bridge pier and the bearing capacity of the bridge pier is used, interference of the river bed sediment can be reduced; a relatively large amount of sediment is not required; on the contrary, the sediment holding power authenticity can be improved; material consumption is reduced; furthermore, the volume of the model can be reduced; and therefore, the following problems are effectively solved: when the general bridge pier test model is used, a bridge pier bearing and shaking critical point is not convenient to grab; the test effect is not easy to observe; the model used for simulating the river bed sediment is relatively large; and use is inconvenient.

Description

technical field [0001] The invention relates to the technical field of bridge construction, in particular to a test model for simulating the relationship between the draft depth of a bridge pier and the load-bearing capacity of the pier. Background technique [0002] With the development of science and technology, in the construction industry, especially for some relatively large-scale construction projects, in order to ensure the accuracy of construction projects and reduce engineering losses caused by engineering errors, relevant models will be built to simulate during the construction process. During the construction of the bridge pier, it is necessary to determine the heavy capacity of the pier according to factors such as the depth of the river bed, draft and water flow, and then match the appropriate bridge and pier. After the burial depth of the river bed is determined, measure the weight of the pier according to the water level and water velocity Stability, if it is ...

Claims

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Application Information

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IPC IPC(8): G01M10/00G01M1/14
CPCG01M1/14G01M10/00
Inventor 王冠凯张相龙袁兴裴培刁龙
Owner HEBEI ROAD & BRIDGE GROUP
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