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Method and device for evaluating static stability of self-compacting concrete with closed mold cavity of slab ballastless track

A technology of self-compacting concrete and slab ballastless track, which is applied to measuring devices, flow characteristics, instruments, etc., can solve the problems of not considering the influence of stability, not considering the flow state of self-compacting concrete, and not carrying out practical engineering applications, etc. , to achieve the effect of simple test equipment and convenient test method

Active Publication Date: 2017-09-19
RAILWAY ENG RES INST CHINA ACADEMY OF RAILWAY SCI
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The fourth category is other methods, other methods include conductivity method, immersion test method, etc., but these methods are mostly in the research stage and have not been applied in actual engineering
At present, there are the following problems in the evaluation of the static stability of self-compacting concrete: first, the influence of external force factors on the stability of self-compacting concrete mixture is not considered; second, the flow state of self-compacting concrete in the solid structure and the state when it reaches stability are not considered ; The third is the lack of evaluation of the stability of self-compacting concrete under the condition of closed mold cavity of slab ballastless track

Method used

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  • Method and device for evaluating static stability of self-compacting concrete with closed mold cavity of slab ballastless track
  • Method and device for evaluating static stability of self-compacting concrete with closed mold cavity of slab ballastless track
  • Method and device for evaluating static stability of self-compacting concrete with closed mold cavity of slab ballastless track

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0018] Example 1: Put the self-compacting concrete mixture into the pouring hole 1, let the self-compacting concrete mixture flow freely in the mold cavity, and when the self-compacting concrete reaches four weeks, it will gradually contact the upper surface of the mold cavity, reaching a certain When the mixture is 20cm higher than the mold cavity, stop pouring. After standing still for 15 minutes, use the needle penetration meter 5 to test the penetration of the observation hole and the pouring hole. After the penetrometer head is placed for 15-20 seconds, read the penetration depth of the penetrometer. When the penetration depth is less than 20mm, self-compacting concrete has better static stability.

Embodiment 2

[0019] Example 2: Put the self-compacting concrete mixture into the pouring hole 1, let the self-compacting concrete mixture flow freely in the mold cavity, when the self-compacting concrete reaches four weeks, it will gradually contact with the upper surface of the mold cavity, reaching a certain When the mixture is 20cm higher than the mold cavity, stop pouring. After standing still for 15 minutes, use the needle penetration meter 5 to test the penetration of the observation hole and the pouring hole. After the penetrometer head is placed for 15-20 seconds, read the penetration depth of the penetrometer. After the final setting of the self-compacting concrete, take out the self-compacting concrete in the observation hole and pouring hole, split it along the center, measure the distance between the 10mm aggregate and the upper surface, when the distance between the 10mm aggregate and the upper surface is less than 10mm, the self-compacting concrete Dense concrete has better s...

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Abstract

The invention relates to a method and device for evaluating the static stability of self-compacting concrete with a closed mold cavity of a slab ballastless track. The test steps of the method are as follows: 1) loading the self-compacting concrete mixture from the middle hole 1; 2) putting the mixture in Free flow on the bottom plate 2; 3) When the entire mold cavity 3 is filled, the mixture rises from the observation hole 4 to a certain height; 4) Stop pouring when the height of the mixture in the pouring hole 1 is consistent with the height of the observation hole; 5) After standing still for 15 minutes, use a needle penetration meter 5 of specified size and quality to test the penetration depth of the observation hole and the perfusion hole; 6) test the penetration of the observation hole 4 and the difference between the penetration of the observation hole 4 and the perfusion hole 1; 7) After the self-compacting concrete has finally set, split the concrete in the pouring hole and the observation hole, and measure the distance between the coarse aggregate and the upper top surface. The invention truly simulates the flow state of the self-compacting concrete in the closed mold cavity of the slab-type ballastless track during the pouring process, and has the characteristics of convenient operation, high testing precision, and application in the field.

Description

Technical field: [0001] The invention belongs to the technical field of testing of building materials, and in particular relates to a method and device for evaluating the static stability of self-compacting concrete with a closed mold cavity of a slab ballastless track, which is suitable for evaluating the static stability of self-compacting concrete and high-fluidity concrete, especially Evaluation of the stability of self-compacting concrete used in closed mold cavities of CRTS II slab ballastless track and CRTS III slab ballastless track of high-speed railway. Background technique: [0002] Realizing the self-filling and self-compacting functions of structures with the intelligent power of concrete materials is a major technological revolution that uses material properties to solve structural durability problems caused by construction factors. As a typical representative of intelligent dynamic concrete, self-compacting concrete has been applied to the CRTS III slab ballas...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N11/00G01N11/12
Inventor 李化建谭盐宾易忠来黄法礼谢永江李林香程冠之
Owner RAILWAY ENG RES INST CHINA ACADEMY OF RAILWAY SCI