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Cross-Laminated Timber (CLT) panels Fact Sheet

ID

CNRE-143NP

Authors as Published

Authored by Henry Quesada, Professor and Extension Specialist; Sailesh Adhikari, Research Associate, and Robert Smith, professor. Department of Sustainable Biomaterials, Virginia Tech.

What are CLT panels?

CLT panels are comprised of lumber or composites layers with boards stacked crosswise at 90-degree angles and glue together. See Figure 1. An odd number of layers, three to seven per panel, is common to fabricate CLT panels. Some of the companies in Europe are manufacturing up to nine layers.

Illustration of structural grade CLT layups
Figure 1: Structural grade CLT layups. Source: (Fragiacomo et al., 2012)

History

CLT was invented in the early 1990s in central Europe and is now considered an alternative construction material to mid and high-rise buildings across the globe. Based on uses, CLT panels are two types: structural or non-structural. Structural CLT panels are used in structural construction and manufactured under the criteria specified by APA- PRG 320 standard in North America. However, non- structural CLTs can be manufactured from any lumber species and types that satisfy the user requirements. Non-structural CLT panels are commonly used as access mats as an alternative to bolted mats. Table 1 shows a list of CLT manufacturing facilities in the USA.

Table 1: List of CLT manufacturers in the US

Company Name City State Products
DR Johnson Riddle OR All CLTs
SmartLAM Columbia Falls MT All CLTs
SmartLAM Dothan AL All CLTs
Freres Lumber Lyons OR All CLTs
Sterling Phoenix IL CLT Mats only
Sterling Lufkin TX CLT Mats only
Spartan Mat Peach Bottom PA CLT Mats only
Structurlam Conway AR All CLTs
Mercer Mass Timber Spokane Valley WA All CLTs
Vaagen Timbers Colville WA All CLTs
Texas CLT Magnolia AR All CLTs
Viking Mat Company Eden Prairie MN CLT Mats only
Yak Mat Columbia Falls MS CLT Mats only  

North American Standard

In North America, CLT mills only qualify to produce CLT panels for structural applications after getting certified through the ANSI/APA-PRG 320 standard. The Engineered Wood Association grants the qualification, and each mill should certify both process and product for commercial production of CLT panels for structural application.

Lumber requirements

Sawn lumber for CLT manufacturing must be from softwood species with a specific gravity greater than 0.35. The American Lumber Standards Committee (ALSC) must qualify softwood species under PS 20 for manufacturing structural CLT panels. Lumber to be used in CLT manufacturing must be kiln-dried to a moisture content of 12±3%. Cross-laminated timber layers parallel to the outside layer must be a minimum of visually graded Number 2 and visually graded Number 3 for the perpendicular layers. The thickness of individual lumber must be 15.9 mm to 50.8 mm. The common lumber choice is 60.96 mm to 241.3 mm in width. Table 2 shows the approved CLT layouts and Table 3 lists the technical specifications of each approved CLT grade in the ANSI/APA-PRG 320 standard.

CLT Panel Manufacturing

Two pieces of lumber connected with a finger joint
Figure 2: Fingered jointed lumber.

The production process of the CLT panels starts with a quality check of the available lumber regarding sizes, moisture content, and lumber grade. First, the lumber is bonded lengthwise using finger joints (Figure 2).

Table 2: CLT panels grade and specification details

CLT Grades Specification details.
E1 1950f-1.7E Machine Strength Rated (MSR) Spruce-Pine-Fir (SPF) in all parallel layers and No. 3 SPF in all perpendicular layers
E2 1650f-1.5E MSR Douglas Fir-Larch lumber in all parallel layers and No. 3 Douglas Fir-Larch lumber in all perpendicular layers
E3 1200f-12E MSR, Northern Species, Eastern Softwoods or Western Woods in all parallel layers and No. 3, Northern Species, Eastern Softwoods or Western Woods all perpendicular layers
E4 All Parallel layers: 1950f -1.7E MSR Southern pine lumber and All Perpendicular layers: No. 3 Southern pine lumber
E5 All Parallel layers: 1950f -1.7E MSR Hem-fir lumber and All Perpendicular layers: No. 3 Hem-fir lumber
V1 All Parallel layers: No. 2 Douglas Fir-Larch and All Perpendicular layers: No. 3 Douglas Fir-Larch lumber
V1(N) All Parallel layers: No. 2 Douglas Fir-Larch (North) and All Perpendicular layers: No. 3 Douglas Fir-Larch lumber (North)
V2 All Parallel layers: No. 1/No. 2 SPF lumber and All Perpendicular layers: No. 3 SPF lumber
V3 All Parallel layers: No. 2 Southern pine lumber and All Perpendicular layers: No. 3 Southern pine lumber
V4 All Parallel layers: No. 2 SPF lumber and All Perpendicular layers: No. 3 SPF lumber
V5 All Parallel layers: No. 2 Hem-fir lumber and All Perpendicular layers: No. 3 Hem-fir lumber
S1 2250f-1.5E LVL in all longitudinal and transverse layers
S2 1900f.1.3E LSL in all longitudinal and transverse layers
S3 1750f-1.3E OSL in all longitudinal and transverse layers

Table 3: Design values of CLT panels based on grade and number of layers. Adopted from (APA-PRG 320, 2018)

CLT grade Layers Strength Value
Major Strength Direction Minor Strength Direction
FbSeff,0 N -mm/m EIeff, 0 N-mm2/m GA eff, 0 (N/m of width) Vs,0 (kNhn of width) FbSeff,90 N - mm/m Eieff 90 N-mm2/m GA, eff 90 (N/m of width) Vs,90 (kNhn of width)
E1 3 42 1,088 7.3 35 1.4 32 9.1 12
  5 98 4,166 15 58 12 837 18 95
  7 172 10,306 22 82 29 3,220 27 58
E2 3 36 958 8 44 0.94 36 8.2 15
  5 83 3,674 16 74 8.2 930 16 44
  7 146 9,097 24 103 19 3,569 25 74
E3 3 26 772 5.3 30 0.92 23 6.4 10
  5 60 2,956 11 50 8 605 13 30
  7 106 7,313 16 70 18 2,325 19 50
E4 3 36 958 8 37 1.4 36 8.2 12
  5 83 3,674 16 62 12 930 16 37
  7 146 9,097 24 87 29 3,569 25 62
E5 3 15 1,023 8 44 0.94 36 8.7 15
  5 35 3,922 16 74 8.2 930 17 44
  7 61 9,708 24 103 19 3,571 26 74
V1 3 18 884 7.2 35 1.4 32 7.5 12
  5 41 3,388 14 58 12 837 15 95
  7 72 8,388 22 82 29 3,213 23 58
V1(N) 3 17 1,023 8 37 1.4 36 8.7 12
  5 38 3,922 16 62 12 930 17 37
  7 67 9,708 24 87 29 3,571 26 62
V2 3 51 1,226 8.9 43 6.9 47 8.9 14

 

Continued from previous Table
CLT grade Layers Strength Value
Major Strength Direction Minor Strength Direction
FbSeff,0 N -mm/m EIeff, 0 N-mm2/m GA eff, 0 (N/m of width) Vs,0 (kN/n of width) FbSeff,90 N -mm/m Eieff 90 N-mm2/m GA, eff 90 (N/m of width) Vs,90 (kNhn of width)
  5 117 4,704 18 71 60 1,226 18 43
  7 207 11,647 27 99 138 4,704 27 71
V3 3 43 1,059 7.7 49 5.8 41 7.7 16
  5 99 4,064 15 81 51 1,059 15 49
  7 175 10,064 23 113 116 4,064 23 81
V4 3 0.4 1,059 7.7 37 5.4 41 7.7 12
  5 91 4,064 15 62 47 1,059 15 37
  7 161 10064 23 87 107 4,064 23 62
V5 3 42 1,088 7.3 35 1.4 32 9.1 12
  5 98 4,166 15 58 12 837 18 95
  7 172 10,306 22 82 29 3,220 27 58
S1 3 51 1,226 8.9 43 6.90 47 8.9 14
  5 117 4,706 18 71 60 1,226 18 43
  7 207 11,647 27 99 138 4,706 27 71
S2 3 43 1,059 7.7 49 5.80 41 7.7 16
  5 99 4,064 15 81 51 1,059 15 49
  7 175 10,064 23 113 116 4.064 23 81
S2 3 43 1,059 7.7 49 5.80 41 7.7 16
  5 99 4,064 15 81 51 1,059 15 49
  7 175 10,064 23 113 116 4.064 23 81

After finger-jointing, the lumber is dressed (surfaced) all four sides to ensure the required width and thickness and are trimmed to the desired length according to the designed dimension for parallel and perpendicular layers (Figure 3). All panels are assembled using a similar technique to plywood production: first, the bottom layer is placed on glue bench and the machine spreads the adhesive on top before laying adjacent perpendicular layers. See Figure 4.

After applying adhesive, each panel is immediately pressed to form a solid CLT structure, see Figure 5. The pressing force must meet the specifications of the adhesive and lumber species. Equally distributed adequate pressure is essential over the whole CLT panel layer surface to guarantee a consistent bond line.

Cut lumber with finger joints laid side by side in a large wearhouse
Figure 3: Lumber cut to CLT lengths after finger jointing.
Machine that shows how lumber is staked to apply glue
Figure 4: Vacuum stacking of the lumber for layups.
A large CLT panel that is ready to be machined using CNC equipment
Figure 5: CLT panel pull-out form press and ready for CNC work.

Cross-laminated timber panels from the press come with excess adhesive on the edge of the panels.

Therefore, this excess must be removed by edge trimming. Finally, all panels are dressed properly for finishing. CLT panels are customized according to the end-use by cutting, trimming, milling, and drilling to match the design specifications, see Figure 6.

CLT manufacturing's final step is product labeling using manufacturing, logistics, and on-site assembly information. The finished product is packaged to protect it from harsh weather conditions and prepared for shipping. All the assembly parts are collected at the installation site, where the structure will be constructed.

A large machine in a warehouse used to cut panels
Figure 6: CNC machine working on the panel to cut into final dimension.

Advantages of CLT Panels

The sustainable nature of wood due to carbon sequestration and minimum embodied energy is the major environmental advantage of CLT panels compared to steel and concrete construction. Some studies concluded that an average of 26.5% reduction in global warming potential could be achieved with CLT construction compared to concrete and other construction materials (Vanova et al., 2021).

CLT panels have ease of factory prefabrication of the parts and design flexibility. This allows for precise openings for doors, windows, and other mechanical elements of the structure. Figure 7 shows the building Dalston Lane, the largest CLT structure in the World.

CLT panel construction helps to reduce onsite work and assembly. It is estimated to cut construction time by a minimum of 20% when compared to concrete construction. CLT construction also helps to reduce waste on construction sites due to prefabrication practice (Augustus; Raymond, 2019).

CLT panels have a thermal conductivity of 0.13 W/mK, better than steel and concrete structures, providing better insulation properties and CLT panels provide outstanding structural stability and stiffness. The cross-laminating of layers exhibits relatively high in-plane and out-of-plane strength, resulting in higher load-bearing capacity.

The strength and cross lamination make CLT capable of a two-way span, like reinforced concrete, providing the ease of transferring the load into two- structural directions. Higher seismic and fire resistance ability of CLT panels is the major advantage over traditional construction materials.

The fibrous nature of wood and assembly connection of CLTs provides seismic flexibility. A charred layer is formed on the CLT surface during the fire, preventing oxygen from the outside and limiting the fire from spreading much.

The largest building constructed with CLT. The tallest section has 10 floors
Figure 7: Dalston Lane, the Largest CLT Building in the World. Source: (Schuler Timothy A., 2018)

Construction with CLT panels results in lower- weight buildings than traditional construction systems. As a result, it requires minimum foundation work for construction.

Disadvantages of CLT Panels

Currently CLT panels are more expensive than traditional construction such as steel or concrete. Its price depends on the need for transportation, foundation work, assimilation cost, and CLT grade. Transportation is a significant cost factor, so it is less attractive if the construction requires long- distance hauling. CLT panels could be more cost- effective for mid, and high-rise buildings only, so they will not be the primary choice for residential housing to compete with timber frame construction.

Limited availability and a long waiting time are other limitations as there are very few CLT industries in operation. CLT manufacturing requires huge lumber volumes and is adding additional demand for structural grade lumber.

Finally, obtaining desired acoustic insulation may be a problem and it requires the use of additional materials such as light concrete to increase acoustic insulation.

Acknowledgment

The Department of Sustainable Biomaterials at Virginia Tech would like to thank the Softwood Export Council (SEC) for providing the funding for the production of this fact sheet.

References

APA-PRG 320. (2018). Standard for Performance- Rated Cross-Laminated Timber -American Standard. www.ansi.org

Augustus; Raymond, E. (2019, November 20). CLT - What is it and when does it make sense? — CE Solutions - Structural Engineers. https://www.cesolutionsinc.com/blog/2019/11/20-advantages-clt-concrete-steel-cpcd5

Fragiacomo, M., Menis, A., Clemente, I., Bochicchio, G., & Ceccotti, A. (2012). Fire Resistance of Cross-Laminated Timber Panels Loaded Out of Plane. Journal of Structural Engineering, 139(12), 04013018. https://doi.org/10.1061/(ASCE)ST.1943- 541X.0000787

Schuler Timothy A. (2018). Dalston Works, the Largest CLT Building in the World | Architect Magazine. https://www.architectmagazine.com/technology/a rchitectural-detail/dalston-works-the-largest-clt- building-in-the-world_o

Vanova, R., Stompf, P., Stefko, J., & Stefkova, J. (2021). Environmental Impact of a Mass Timber Building—A Case Study. Forests 2021, Vol. 12, Page 1571, 12(11), 1571. https://doi.org/10.3390/F12111571

There will be three fact sheets on mass timber products including cross-laminated timber, gluelams, and structural composite lumber. Each fact sheet will be also published in spanish.


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Publication Date

February 21, 2022