Products Description
Fried Dough Twists bolt is a basic part of roadway support in contemporary underground mining. It binds the surrounding rock of the roadway together, so that the surrounding rock supports itself. Anchor rods are not only used in mines, but also in engineering technology to actively reinforce slopes, tunnels, dams, etc.

01
1. A rod with a tensile strength higher than that of the rock and soil mass
02
2. One end of the rod can closely contact the rock and soil to form friction (or bonding) resistance anchor rod
03
3. The other end of the rod body located outside the rock and soil mass can form the radial resistance to the rock and soil mass. The Fried Dough Twists bolt is a tension component that goes deep into the stratum. One end of the rod body is connected to the engineering structure, and the other end goes deep into the stratum. The whole bolt is divided into a free section and an anchor section. The free section refers to transferring the tension at the head of the anchor rod to the anchor solid area, and its function is to apply prestress to the bolt;
Products attributes

Company profile
|
Brand Name |
ZFGK |
|
Product Name |
Twist Rock Bolt |
|
Place of Origin |
Hebei China |
|
Material |
Steel |
|
Grade |
Q235 |
|
Model Number |
16,18,20,22,25 |
|
length |
Customized |
|
Application |
Mining |
|
Delivery time |
7-10 Working Days |
Products function

The anchoring section refers to the area where the cement slurry binds the prestressed reinforcement to the soil layer. Its function is to increase the bonding friction between the anchor body and the soil layer, increase the pressure bearing effect of the anchor body, and transmit the tension of the free section to the depth of the soil. Fried Dough Twists bolt construction, bolt is the bar system structure of rock and soil reinforcement. By utilizing the longitudinal tensile force of the anchor rod body, the disadvantage of much lower tensile strength than compressive strength of rock and soil can be overcome. On the surface, it seems to limit the detachment of rock and soil from the source. Macroscopically, it increases the cohesion of the rock and soil mass. From a mechanical perspective, it mainly improves the cohesion and internal friction angle of the surrounding rock mass. In fact, the anchor rod is located within the rock and soil body, forming a new composite with the rock and soil. The anchor rod in this complex solves the problem of low tensile strength of the surrounding rock mass. This greatly enhances the bearing capacity of the rock and soil mass itself.
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