Bidirectional self-balance shear loading device for fired shale masonry and test method therefor

A loading device and self-balancing technology, applied in measuring devices, using stable shear force to test material strength, and using stable tension/pressure to test material strength, etc., can solve the problem of reduced test convenience and stable reaction frame. It can solve the problems of reduced stability and insufficient lateral rigidity of the bracket of the reaction frame, and achieve the effect of high stability of bidirectional self-balancing loading, improved accuracy and convenience, and quick assembly and disassembly.

Active Publication Date: 2013-04-24
XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY +1
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] The traditional masonry shear compression loading device usually includes a reaction frame, a jack and a sensor. Since the reaction frame is fixed on the ground, the device cannot be moved, which greatly limits the test conditions and greatly reduces the convenience of the test; at the same time, The lateral rigidity of the support of the reaction force frame is insufficient, resulting in a decrease in the stability of the reaction force frame when the axial pressure is large, which often leads to the failure of the test

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  • Bidirectional self-balance shear loading device for fired shale masonry and test method therefor
  • Bidirectional self-balance shear loading device for fired shale masonry and test method therefor
  • Bidirectional self-balance shear loading device for fired shale masonry and test method therefor

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[0029] Such as Figure 1 ~ Figure 3 As shown, the sintered shale masonry two-way self-balancing shear pressure loading device of the present invention includes a rectangular base 1, two vertical bolt rods 9 are symmetrically installed at both ends of the width direction of the base 1, and two vertical bolt rods 9 The upper end is equipped with a vertical loading steel beam 8; Figure 4 , Figure 5 As shown, the vertically loaded steel beam 8 is composed of two parallel first horizontal plates 81 and two first vertical plates 82 connected in parallel between them, the two ends of the first horizontal plate 81 are symmetrically arranged Mounting holes 83, the upper end of each vertical bolt rod 9 passes through and is fixedly connected through the mounting holes 83 of the two first horizontal plates 81 of the vertically loaded steel beam 8, and the top end of the vertical bolt rod 9 is connected by a vertical nut. And the gasket 10 is fixed on the first horizontal plate 81 loc...

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Abstract

The invention discloses a bidirectional self-balance shear loading device for a fired shale masonry and a test method therefor. The loading device comprises a base, wherein two vertical bolt rods are symmetrically mounted at the two ends in the width direction of the base; vertical loading steel beams are mounted at the upper ends of the two vertical bolt rods; the vertical loading steel beams comprise two first parallel horizontal plates and two first vertical plates connected in parallel between the first horizontal plates; mounting holes are symmetrically formed in the two ends of each first horizontal plate; the upper ends of the vertical bolt rods penetrate through the mounting holes of the two first horizontal plates of the vertical loading steel beams and are fixedly connected; and the top ends of the vertical bolt rods are fixed to the first horizontal plates on the upper side through vertical screw caps and gaskets. The bidirectional self-balance shear loading device adopts a matched instrument, is quick to assemble or disassemble and movable, can make full use of a test site, and is simple and convenient for loading a test piece and higher in bidirectional self-balance loading stability.

Description

technical field [0001] The invention belongs to the field of construction, and in particular relates to a loading device and method for a block strength test, in particular to a two-way self-balancing shear-compression loading device for sintered shale masonry and a testing method thereof. Background technique [0002] At present, my country's existing construction area has reached 42 billion m 2 , and still maintain about 2 billion m 2 / year huge growth rate. The total energy consumption of buildings is about 870 million tons of standard coal per year, accounting for nearly one-third of the total energy consumption of the society. About 80% of the heat consumption of buildings is mainly transmitted in or out through the heat transfer of the building envelope. Compared with developed countries, the utilization rate of energy-saving sintered wall materials in my country is still very low, and wall materials in foreign developed countries are developing in the direction of h...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N3/02G01N3/24G01N3/12
Inventor 白国良冯向东浮广明刘超陆文斌佟建波李学军
Owner XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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