Self-drilling anchors and hollow grouting anchors differ significantly in their working principles.

1. Working Principle of Self-Drilling Anchors: Self-drilling anchors, also known as self-propelled anchors, rely on their own drilling ability to directly penetrate the soil or rock. During drilling, the anchor's special structural design allows it to gradually insert into the strata without the need for pre-drilling. The friction of the anchor and the bonding properties of the anchoring material work together to fix the anchor in the soil or rock layer. After construction, prestressing is applied to generate tensile stress in the anchor, compressing the surrounding soil or rock, thus achieving the anchoring effect.
2. Working Principle of Hollow Grouting Anchors: Hollow grouting anchors employ a different approach. The core of their design lies in the cavity inside the anchor. During construction, a hole is drilled first, then the anchor is inserted into the hole, and grout is injected into the surrounding soil or rock through the hollow portion. The grout forms a dense bonding layer between the borehole wall and the anchor rod, enhancing the anchoring force. This method not only solidifies the bond between the anchor rod and the soil but also improves the overall integrity of the soil, thus enhancing the anchoring effect.

Advantages and Disadvantages of Self-Drilling Anchor Rods
Advantages: Fast construction speed, eliminating pre-drilling time; simple equipment, easy to operate on-site; strong adaptability, capable of construction in confined spaces; does not rely on large amounts of grout, reducing construction material costs.
Disadvantages: Significantly limited by geological conditions, unsuitable for loose or fractured soil layers; prestress control is more difficult, potentially affecting the anchoring effect; drilling difficulty increases in hard rock or hard soil layers, raising construction costs.

Advantages and Disadvantages of Hollow Grouting Anchor Rods
Advantages: Adaptable to complex geological conditions, effectively improving borehole wall structure; grouting enhances the bonding and integrity of the anchor body, improving the anchoring effect; good adaptability, suitable for various soil and rock layers; allows for long-distance, multi-point grouting, enhancing overall stability.
Disadvantages: The construction process is complex and takes a long time; it requires high-level construction equipment and technology; the quality control of the grout affects the anchoring effect and requires strict management; the cost is relatively high, especially in large-scale projects.

Shorter corrugated culverts can be pre-assembled in the factory and then transported as a whole to the construction site for direct hoisting and installation. Longer culverts are transported in sections, transported to the site first, and then assembled on-site. Large-diameter culverts (diameter ≥ 3.0m) are typically transported in sections using sheet-like arc-shaped corrugated plates and assembled on-site with bolts.

Whole pipe transportation: More suitable for projects with smaller diameters, good road conditions, and a need for rapid installation.
Assembled unit transportation: Ideal for large-diameter culverts or projects located in remote mountainous areas or other areas with inconvenient transportation.

Plain weave is the mainstream production method for steel mesh, which uses resistance spot welding technology to achieve fixed connection of steel bar intersections. Compared to traditional manual binding, welding offers three major advantages:
First, it provides stronger overall structural integrity, with welded joints exhibiting significantly higher shear resistance than bound joints;
Second, it offers higher dimensional accuracy, with automated production controlling hole diameter errors within ±5mm;
Third, it increases construction efficiency by over 50%, making it particularly suitable for large-scale standardized projects.
In addition, the mesh panels are of uniform size (such as 1m×2m standard size), which makes it easy to cut and splice on site and reduces material waste.

Ensuring project quality: The welded wire mesh is manufactured in the factory under strict quality control by a fully automated and intelligent production line. The grid size, steel bar specifications, and quality are all strictly controlled. This avoids situations where manual netting is missed, not securely tied, tied incorrectly, or where shoddy workmanship occurs. Its mesh has high rigidity, good elasticity, uniform and accurate spacing, and high weld strength. Therefore, it greatly improves the quality of the project.

Improved seismic and crack resistance: The longitudinal and transverse bars of the welded wire mesh form a mesh structure, which has good bonding and anchorage with concrete. The load it bears can be evenly distributed, significantly improving the seismic and crack resistance of reinforced concrete structures. According to actual tests, the use of welded steel mesh in road paving can reduce cracking by more than 75% compared to manually tied mesh.

Saving on steel reinforcement: The design strength value of a large number of coiled steel bars is 210 N/mm2, while the design strength value of welded steel mesh is 360 N/mm2. Based on the principle of equivalent strength substitution and considering other factors, using welded steel mesh can save more than 30% of the steel reinforcement usage. Furthermore, the steel mesh does not require further processing after it is transported to the construction site, so there is no loss.

Speed up construction: Using steel mesh can make the project faster. Simply lay the welded wire mesh according to the requirements, and then pour the concrete. This eliminates the need for on-site cutting, placement, and tying of the steel bars. It can save 50%-70% or more of the working time, greatly speed up the construction progress, and shorten the construction cycle.