SAMWOO GEOTECH Co., Ltd. is manufacturing the temporary anchor of world-class outstanding quality since its establishment in 1993. SAMWOO is the first company to obtain ISO 9001 certification in the field of ground anchor design, production, and additional services in Korea.
Since its establishment, SAMWOO has been endeavoring to be the leading manufacturer of the ground anchor industry over the last 28 years. Through continuous R&D and advanced quality control, SAMWOO satisfies the clients with its safe and economical products. SAMWOO will not be satisfied with its current achievement, and will try to endeavor to be reborn as the representative of global anchor manufacturing company. SAMWOO is currently supplying its anchor products and technology through overseas branches, partners, and joint-stock companies such as in Southeast Asia, Europe, Middle East, and the U.S.
Manually Removable Temporary Anchor
The SW-RCD anchor is a load distributive compression type removable anchor that offers a complete solution where anchorage systems are required to be removed once they become redundant. It is a cost-effective solution where the use of conventional tieback anchors is forbidden or discarded due to logistical and or practical site constraints. The entire steel strand can be quickly and easily removed or reengaged with limited site access.
The SW-SMART anchor is a load distributive tension-type removable anchor designed to uniformly transfer skin friction to the grout body and soil throughout the entire bond length rather than applying a concentrated force at the distal end of the anchor body. This anchor has been developed for the purpose of securing anchorage force in relatively weak soils of approx. N 10. Removal of the SW-SMART anchor is performed similarly to that of the SW-RCD anchor.
World-class features and merits of SW-SMART Anchor
 The load distributive design allows the anchoring force to be secured in soils with low confining pressure (approx. N 10).
 Working space required for the removal of steel strands can be minimized. And strand is easily removed which minimizes removal cost.
 Materials for bond and free length can be freely selected. (Ex.: Free length - steel strand, Bond length - steel bar)
 Anchoring force can be secured even when compressive strength of grout body is lower than that of compression type anchor.
 The target anchoring force can be easily secured in soils with low confining pressure due to the lower eccentric design.
 When applied to the weak ground, workability, convenience, and economic efficiency are outstanding compare to those of other techniques.
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