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Steel bar planting method and steel bar planting structure suitable for improving plain concrete post-installed fastening bearing capacity

A technology of plain concrete and bearing capacity, which is applied in the field of planting bars that provide the post-anchoring bearing capacity of plain concrete, can solve the problems of insufficient strength of the plain concrete base material and the failure of the post-anchoring bearing capacity to meet the requirements of the specification, so as to improve the bearing capacity and avoid the Pull out the destruction effect

Inactive Publication Date: 2014-08-06
江苏建研建设工程质量安全鉴定有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The purpose of the present invention is to solve the problem that the post-anchor bearing capacity cannot meet the specification requirements due to insufficient strength or small size of the plain concrete base material in the reinforcement and reconstruction project, and provides a combination of concrete coring, post-anchor planting bars and pre-embedded steel bars A variety of technologies, such as planting bars, are suitable for improving the anchorage bearing capacity of plain concrete

Method used

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  • Steel bar planting method and steel bar planting structure suitable for improving plain concrete post-installed fastening bearing capacity
  • Steel bar planting method and steel bar planting structure suitable for improving plain concrete post-installed fastening bearing capacity

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Embodiment 1

[0030] combine figure 1 , figure 2 , a kind of bar planting structure and implementation method suitable for improving the post-anchor bearing capacity of plain concrete is as follows:

[0031] (1) According to the design load requirements, the size and strength of the plain concrete substrate, determine the core size, the diameter of the small-diameter steel bar and the depth of the planting channel of the small-diameter steel bar, the size of the stirrup, the size of the main load-bearing steel bar, and the strength of the newly poured concrete;

[0032] (2) According to the design load requirements, the size and strength of the plain concrete base material, the coring size is determined, and the core is taken on the plain concrete base material, and the coring is completed with a coring bucket. After the coring, a core hole is left on the plain concrete , the shape of the core hole is cylindrical;

[0033] (3) Drill holes vertically at the bottom of the core hole to form...

Embodiment 2

[0038] combine figure 1 , figure 2 , a bar planting structure for improving the anchorage bearing capacity of plain concrete, comprising core holes, small-diameter steel bars, stirrups and main load-bearing steel bars offered on said plain concrete in claim 1; at the bottom of said core holes Carry out vertical drilling to construct a plurality of vertical small-diameter steel bar planting tunnels, the small-diameter steel bar planting tunnels are slightly larger than the small-diameter steel bars, and the preferred number of small-diameter steel bar planting tunnels is 3- 12; the lower end of the small-diameter steel bar is installed in the small-diameter steel bar channel through planting bars, and the upper end is located in the core hole; the small-diameter steel bar planting bar channels are evenly distributed on the same circumference; the main The lower end of the load-bearing steel bar is vertically installed at the center of the circumference, preferably the main lo...

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Abstract

The invention discloses a steel bar planting method and steel bar planting structure suitable for improving plain concrete post-installed fastening bearing capacity. A multi-bar post-installed fastening system is formed by small-diameter steel bars and stirrups arranged on the exposed parts of the small-diameter steel bars, a main bar force transmission system is formed by cast-in-place concrete and a main force bearing steel bar, and the problem that in the reinforcement and modification engineering project, the post-installed fastening bearing capacity cannot meet standardization requirements due to the fact that the base material strength of plain concrete is insufficient or small in size is solved. Meanwhile, the steel bar planting anchoring system formed by the small-diameter steel bars can restrain the force transmission system of cast-in-place concrete embedded bars, the force transmission system is prevented from generating small cones and being pulled out and damaged too early, and the bearing capacity of the steel bar planting system is improved.

Description

technical field [0001] The invention relates to the field of construction, in particular to a bar planting method for providing post-anchoring bearing capacity of plain concrete. Background technique [0002] Due to its unique advantages and stable force transmission performance, chemical planting bars are widely used in the reinforcement and reconstruction of industrial and civil buildings, roads and bridges, hydropower projects and marine projects. In recent years, due to the need for more and more building renovations in construction projects, changes in building uses or reconstruction and expansion of existing buildings, and a large number of new construction projects, the application of chemical planting bars has become more and more extensive. [0003] The common practice of chemical planting bars is to drill holes in the concrete substrate (the diameter of the hole is the diameter of the implanted steel bars + 4~8mm), inject the planting glue after clearing the holes,...

Claims

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Application Information

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IPC IPC(8): E04G23/02E01D22/00
Inventor 李世宏姜峰李传殿万霆
Owner 江苏建研建设工程质量安全鉴定有限公司