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Concrete shrinkage testing device under cold construction conditions

A shrinkage test and concrete technology, applied in the direction of measuring devices, material inspection products, instruments, etc., can solve the problems of insufficient simulation effect, inaccurate test result data, and insufficient comprehensive test degree of concrete.

Inactive Publication Date: 2018-10-23
谢燕玲
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  • Summary
  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] In view of the deficiencies in the prior art, the purpose of the present invention is to provide a concrete shrinkage test device under cold construction conditions to solve the problem that the cold simulation effect is not high enough when the existing shrinkage test device is working, and the cold effect is not enough to cause the test The resulting data is not accurate enough, and the degree of comprehensive testing of concrete is not enough

Method used

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  • Concrete shrinkage testing device under cold construction conditions
  • Concrete shrinkage testing device under cold construction conditions
  • Concrete shrinkage testing device under cold construction conditions

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Embodiment Construction

[0024] In order to make the technical means, creative features, goals and effects achieved by the present invention easy to understand, the present invention will be further described below in conjunction with specific embodiments.

[0025] see Figure 1-Figure 6 , the present invention provides a technical scheme of a concrete shrinkage test device under cold construction conditions: its structure includes a window 1, a test host 2, a recovery box 3, a universal wheel 4, a base 5, and an operation panel 6, and the window 1 is embedded in On the left side of the outer surface of the test host 2, the lower end of the test host 2 is connected to the recovery box 3, the test host 2 is installed on the base 5, the recovery box 3 is installed inside the base 5, and the million There are four wheels 4 and they are mounted on the four corners of the base 5. The operation panel 6 is embedded in the right side of the outer surface of the test host 2 and is electrically connected by wir...

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Abstract

The invention discloses a concrete shrinkage testing device under cold construction conditions. The structure comprises a window, a test host, a recycling box, universal wheels, a base and an operation panel. The window is embedded on the left side of the outer surface of the test host, and the lower end of the test host is connected with the recycling box. The test host is mounted on the base. Through transmission of a linkage belt, a linkage spindle rotates to drive a rotating rod to rotate, and then a placement plate on the upper end of the rotating rod also starts to rotate so as to perform more comprehensive testing of concrete. After a compression tube performs air compression, compressed air is blown out through an air outlet to drive rotating fan blades to rotate. Thereby, throughthe simulation testing of the concrete with large cold wind, shrinkage of the concrete under cold conditions can be detected. The left end of a second traction plate is shifted to the right side and the right end is shifted to the left side to touch a power box, and then a water pump works and water inside a water tank is more powerfully discharged to a shower head for cold water spraying testingof the concrete. The test effect is more obvious.

Description

technical field [0001] The invention is a concrete shrinkage test device under cold construction conditions, which belongs to the field of concrete shrinkage test devices under cold construction conditions. Background technique [0002] Super high-rise buildings are favored by builders due to their high land utilization rate, promotion of scientific and technological progress, and significant improvement of the city's image. Affected by the construction period, the shear wall structure concrete cannot be maintained with molds for a long time, while the vertical suspension shear wall concrete Usually, it is exposed to the air due to the difficulty of maintenance after form removal. The cold and windy environment in winter in the cold regions of northern my country poses a huge challenge to the concrete maintenance of super high-rise buildings. Among them, shear walls are often affected by large internal and external temperature differences and strong winds. Harmful cracks, This...

Claims

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Application Information

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IPC IPC(8): G01N33/38G01N25/00
CPCG01N33/383G01N25/00
Inventor 谢燕玲
Owner 谢燕玲
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