New
Arrivals/Restock
3/8" X 3-3/4" DeWalt Power-Stud+ SD4 Wedge Anchors | Cracked Concrete | 304 Stainless Steel | 7315SD4-PWR (50 / Pkg.)
4.8 (140 items)
Limited Time SaleUntil the end
06
32
36
US$53.33 cheaper than the new price!!
Free shipping for purchases over $99 ( Details )
Free cash-on-delivery fees for purchases over $99
Free cash-on-delivery fees for purchases over $99
See all stores
Please note that the sales price and tax displayed may differ between online and in-store. Also, the product may be out of stock in-store.
Used US$35.56
Product details
| Management number | 242080917 | Release Date | 2026/07/19 | List Price | US$35.56 | Model Number | 242080917 | ||
|---|---|---|---|---|---|---|---|---|---|
| Category | |||||||||
Industrial-grade wedge anchors for heavy equipment mounting and structural connections in concrete and masonry. The Power-Stud+ SD4 wedge anchor, crafted from 304 Stainless Steel, delivers robust, corrosion-resistant performance for industrial facilities and infrastructure applications.
Specs
- Diameter: 3/8"
- Length: 3-3/4"
- Material grade: 304 Stainless Steel
- Package quantity: 50 per package
Features
- Corrosion resistance: 304 Stainless Steel provides high resistance to rust, salt spray, and chemical exposure in harsh industrial environments.
- Expansion mechanism: wedge-driven anchor that expands behind base material to form a secure mechanical interlock with concrete or masonry substrates.
- Load transfer and stability: ensures secure attachment for base plates, equipment mounts, and structural connections under static and dynamic loads.
- Installation compatibility: designed for efficient installation with DeWalt Power-Stud+ setting tools, enabling rapid field assembly.
- Substrate versatility: effective in concrete and solid masonry substrates, including grade-level slabs and above-grade structures.
Bestseller ranking
Kong
Customers who viewed this product also viewed
Wedge Anchors
Correction of product information
If you notice any omissions or errors in the product information on this page, please use the correction request form below.
Correction Request Form