[논문]Ply-lam CLT의 합판 접합방식에 따른 휨 성능 평가

CHOI, Gyu Woong; YANG, Seung Min; LEE, Hyun Jae; KIM, Jun Ho; CHOI, Kwang Hyeon; KANG, Seog Goo

doi:10.5658/wood.2021.49.2.107

Ply-lam CLT의 합판 접합방식에 따른 휨 성능 평가
Evaluation of Flexural Performance According to the Plywood Bonding Method of Ply-Lam CLT 원문보기

목재공학 = Journal of the Korean wood science and technology, v.49 no.2, 2021년, pp.107 - 121

CHOI, Gyu Woong (Department of Bio-based materials, Chungnam National University) , YANG, Seung Min (Department of Bio-based materials, Chungnam National University) , LEE, Hyun Jae (Department of Bio-based materials, Chungnam National University) , KIM, Jun Ho (Department of Bio-based materials, Chungnam National University) , CHOI, Kwang Hyeon (Huin co., Ltd) , KANG, Seog Goo (Department of Bio-based materials, Chungnam National University)

초록
AI-Helper

본 연구에서는 층재 수종과 길이방향의 합판 접합방식과 접합부의 접착제 도포 여부에 따른 휨 성능 및 파괴 양상 분석을 통하여 합판을 코어로 사용한 CLT에 적합한 합판의 접합 방식을 최적화 하고자 하였다. 더글라스 퍼 층재의 경우 길이방향 접합에 의해 휨탄성계수 약 11.5% 감소, 휨강도는 접착제 도포 및 접합방식에 따라 증가 또는 감소하였다. 접착제 미도포 butt joint, 접착제 도포 half lap joint, butt joint 조건이 최적조건으로 도출 되었다. 낙엽송 층재의 경우 길이방향 접합에 의해 휨강도는 약 15%, 휨탄성계수는 약 40% 감소하였으며 접합방식에 따른 차이를 나타내지 않았다. half lab joint와 tongue & groove joint 사용 시 합판 층의 접합부에서 휨에 파괴를 1차적으로 방지해줌으로써 중층의 층재로 전달되는 하중을 감소시켜 주는 것으로 판단된다. 본 연구 결과를 통해 Ply-lam CLT 제조과정에서 낙엽송 층재를 사용하는 경우 접합방법에 따른 차이를 나타내지 않았으며 더글라스퍼 층재를 사용할 경우 butt joint와 half lap 접합 방식이 적합할 것으로 판단된다.

Abstract ▼ AI-Helper

The purpose of this study is to optimize the bonding method of the plywood suitable for cross-laminated timber (CLT) with plywood as a core by analyzing the flexural performance and failure mode according to the lamina species, the method of bonding plywood in the longitudinal direction, and whether or not adhesive is applied to the joint. In the case of the Douglas fir lamina layer, the modulus of elasticity decreased by about 11.5% due to longitudinal bonding, and the modulus of rupture increased or decreased according to the adhesive application and bonding method. The optimal conditions were derived as the butt joint without adhesive, half lap joint with adhesive, and butt joint. In the case of the larch lamina layer, the modulus of rupture and the modulus of elasticity decreased by about 15% and 40%, respectively. When using the half lab joint and tongue & groove joint, it is believed that it reduces the load transmitted to the middle layer by primarily preventing the failure on flexure at the joint of the plywood layer. From the results of this study, the larch lamina layer used in the manufacturing process of Ply-lam CLT did not show any difference based on the bonding method. Butt joint and half lap joint bonding method are determined to be suitable when using Douglas fir lamina layer.

주제어

표/그림 (9)

그림 Fig. 1. Three types(T.G, H.L, B.J) of plywood longitudinal joint.
표 Table 1. Structural larch plywood properties
표 Table 2. Ply-lam CLT specimen according to plywood longitudinal joint method
그림 Fig. 2. Flexural performance result of Ply-lam CLT using douglas fir lamina.
표 Table 3. Flexural performance significance verification result of Ply-lam CLT using douglas fir lamina
표 Table 4. Flexural performance significance verification result of Ply-lam CLT using larch lamina
그림 Fig. 3. Flexural performance result of Ply-lam CLT using larch lamina.
표 Table 5. Flexure Failure mode of longitudinal plywood joints using adhesives
표 Table 6. Flexure Failure mode of longitudinal plywood joints(non-adhesive)

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