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Evaluation method for ultrahigh-strength prestressed anchor bearing plate and spiral rib

An evaluation method and technology of anchor pads, which are applied in data processing applications, special data processing applications, instruments, etc.

Active Publication Date: 2021-02-09
RAILWAY ENG RES INST CHINA ACADEMY OF RAILWAY SCI +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The present invention provides a super high The evaluation method of high-strength prestressed anchor plate and spiral reinforcement solves the above problems by measuring the percentages of the standard values ​​of the tensile strength of the steel strand bundle in the force transmission test of the anchor plate

Method used

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  • Evaluation method for ultrahigh-strength prestressed anchor bearing plate and spiral rib
  • Evaluation method for ultrahigh-strength prestressed anchor bearing plate and spiral rib
  • Evaluation method for ultrahigh-strength prestressed anchor bearing plate and spiral rib

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Embodiment 1

[0045] like figure 1 As shown in the figure, an evaluation method for ultra-high-strength prestressed anchor plates and spiral bars includes the following steps:

[0046] S1. Make a test piece, remove rust on the inner and outer surfaces of the steel formwork and apply a release agent;

[0047] S2. Bind the steel cage, and put the bound steel cage into the steel formwork;

[0048] S3. Install the spiral reinforcement 2 and the anchor plate in the reinforcement cage;

[0049] S4, pour concrete into the steel formwork;

[0050] S5. Sprinkling and curing the concrete for 7 consecutive days;

[0051] S6. The concrete strength reaches 60% of the design value, and the specimen is demolded;

[0052] S7, wait for the concrete strength of the specimen to reach 100% of the design value;

[0053] S8, complete the preparation of the test piece;

[0054] S9, install the test piece on the test bench;

[0055] S10. Calculate the tensile strength of the strand bundle in the anchor pad ...

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Abstract

The invention provides an evaluation method for an ultrahigh-strength pre-stressed anchor bearing plate and a spiral rib. The evaluation method comprises the following steps: S1, manufacturing a testpiece; s2, mounting the test piece on a test bed; s3, calculating the tensile resistance standard value of the steel strand bundle in the anchor bearing plate force transfer test according to each numerical value of the test piece; s4, loading the test piece by using a press machine and recording test data; and S5, after the loading is finished, judging whether the data is qualified or not according to the loading data. According to the evaluation method of the ultrahigh-strength prestressed anchor bearing plate and the spiral rib, in the process, pausing and observation of all levels are conducted, the crack width is read, and whether a test piece meets the normal use limit state requirement of a prestressed structure anchoring area or not is verified so that crack development and the crack width of concrete can be mainly controlled; after the loading force reaches 1.0, the loading force needs to be loaded until the loading force is damaged, and the limit state requirement of the bearing capacity of the test piece is verified, so that the bearing capacity is judged to meet the use requirement, and sufficient safety margin is reserved.

Description

technical field [0001] The invention relates to the field of anchoring devices, in particular to an evaluation method for an ultra-high-strength prestressed anchor plate and a spiral reinforcement. Background technique [0002] Anchorage, also known as prestressed anchorage, is a permanent anchoring device used in prestressed concrete. It is an anchoring tool in a post-tensioned structure or component to maintain the tension of the prestressed tendon and transmit it to the interior of the concrete. Anchorages can be divided into two categories according to the type of use: tension end anchorage and fixed end anchorage. Anchoring tool for the rib to remain anchored. The fixed end anchorage is suitable for the situation where the design stress of the end fabric of the component is large or the space at the end is limited. In the concrete, it is arranged as needed. After the concrete is solidified to the design strength, tensioning is performed. [0003] There is no evaluati...

Claims

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Application Information

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IPC IPC(8): G06Q10/06G06F30/20
CPCG06Q10/0639G06F30/20
Inventor 胡所亭苏永华石龙马林班新林牛斌陈胜利赵体波葛凯袁磊王乐然杨心怡
Owner RAILWAY ENG RES INST CHINA ACADEMY OF RAILWAY SCI
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