The joining technique of plugging has a century-old tradition in timber construction and is still widely used today, for example in prefabricated concrete construction.
Two main approaches to plug connections can be distinguished: highly complex nodes, which are very stiff but difficult to detach, and simpler connections that are easy to assemble and detach.
There is always a project-related balancing between these two objectives.
Locking:
There is always a project-related balancing between these two objectives.
Locking:
![](https://cdn.myportfolio.com/8f4b304b-5855-482f-b8f1-19a5c91bc27f/0c6843ca-bea1-40a2-9fb7-1bc523c547f5_rw_3840.jpg?h=1d7469fd9903c272fc3594c1f44248f9)
One of the difficulties of plugging as a wood joining technology is the fixation of the components through their geometry. Purely geometric approaches allow for pieces to be joined in a way that they can only be moved in one dimension. With more than two components, the pieces can be joined in a way that they can only be assembled and disassembled in a specific sequence. Another approach is to stabilize the joint through loading it.
Cross-Section Reduction:
Cross-Section Reduction:
![](https://cdn.myportfolio.com/8f4b304b-5855-482f-b8f1-19a5c91bc27f/f2055192-0153-4bbc-b8f3-9d85c343d207_rw_3840.jpg?h=70d9570fa66b7c0ca3db0df798459a12)
Very complex joint geometries needed for very stiff connections often require a high proportion of the beam cross section to be allocated for stabilization and leave only a small percentage to be used for the transfer of the main loads. Several approaches have been developed here:
- local enlargement of the cross section
- additional connection element
- elongation of the joint
- separating load transfer and fixation of the element
Stiffening:
- local enlargement of the cross section
- additional connection element
- elongation of the joint
- separating load transfer and fixation of the element
Stiffening:
![](https://cdn.myportfolio.com/8f4b304b-5855-482f-b8f1-19a5c91bc27f/9ed1bd52-c943-4022-8fbf-1f8261b1ad13_rw_3840.jpg?h=288b89f1a75adbf762ea3501b84ed7fa)
Stiffening of the joint is an important issue due to the limited ability of the connection to transfer momentum. Here, too, there are a number of widely used solutions:
- staggered cantilevers (traditional Japanese)
- plates (balloon frame)
- diagonalized constructions (Central European half-timbered buildings)
- multiple connections acting together (grates)
- plates (balloon frame)
- diagonalized constructions (Central European half-timbered buildings)
- multiple connections acting together (grates)
![](https://cdn.myportfolio.com/8f4b304b-5855-482f-b8f1-19a5c91bc27f/a2aaabd5-8e94-48b5-a460-e04e40bfccc8_rw_3840.jpg?h=ad94f2701f002b766985443316e10582)
![](https://cdn.myportfolio.com/8f4b304b-5855-482f-b8f1-19a5c91bc27f/1036eae9-a159-45e1-b720-1182ec1a42f2_rw_1920.jpg?h=2f5d3afd191c912b52972c87d9b72bad)