本研究主要嘗試開發國產材製非膠合集成牆體並測試其力學性能，試體集成元使用國產柳杉製作，再以國產自攻螺絲鎖固製成，試驗方式則以千斤頂側推受測牆體，依所得之數據繪製成荷載-位移曲線圖，以計算其剛度、強度、延展性等力學性能，並探討該種集成工法之牆體與膠合牆體於力學及變形上的特性。
藉由文獻回顧可得知：非膠合集成構件緊固件數量及間距的差異會顯著影響其彈性模數及強度等力學行為，因此本研究牆體參數設定主要分為三類，即膠合牆體、自攻螺絲鎖入間距4公分之非膠合牆體與自攻螺絲鎖入間距8公分之非膠合牆體。每種參數各含3組試體，試體尺寸為寬30.4 cm x 高130 cm x 厚15 cm，試驗方式以每分鐘4毫米的速率將千斤頂加載於試體底座上方63公分處，直至曲線圖線型趨於穩定。
實驗結果顯示，剛度及強度方面，膠合牆體是所有類型牆體中最優異的，分別約為1.4kN/mm與21.6kN，不過延展性是所有類型牆體中最低的，約為4.43，該結果為高剛度膠合材的典型力學特性。兩種不同螺絲間距的非膠合牆體則於降伏強度及極限強度的表現上非常相近，約為11.3kN與17.4kN，另外，4公分螺絲間距的牆體於試驗後表現出最佳的延展性，約為5.25。以上現象說明牆體螺絲間距的差異並不會影響牆體強度，但較密集的螺絲配置可有效提高牆體吸收及耗散能量的能力，此特性可由延展性強弱的表現印證之。破壞方面，所有膠合試體於試驗後破壞處皆集中於接點的部分，如鋼製底座等部位，此現象通常容易發生於膠合構件上；非膠合試體的破壞位置則大多集中於底部集成元上，該現象說明非膠合材對於銜接構件的保護及能量的吸收皆較膠合材優異，凸顯出非膠合工法的優勢。試體製作方面，膠合構件由於需要夾具的鎖固及黏合靜置，因此製作場地常侷限於加工廠，非膠合構件則因製作上僅以緊固件鎖固即可，因此可於工廠預製亦可於建案現場施作，工作度彈性較高。
綜合以上結果，以4公分螺絲間距集成的非膠合牆體在各項力學表現上是相對優異的，說明該間距配置是較為理想的，且加工製作時亦不會因過於密集而使螺絲鎖固時發生木材劈裂等現象，充分表現出實務上應用的可行性。

This study mainly attempts to develop a non-glue laminated wall made of domestic wood and test its mechanical properties. All specimens are made of Japanese cedar, composed of 8 laminas with thickness of 3.8 cm and totally possess the dimension of 15 × 30.4 × 130 cm. The specimens comprise three laminated types: glued laminated walls, non-glued laminated walls with a self-tapping screw locking interval of 4 cm, and non-glued laminated walls with a self-tapping screw locking interval of 8 cm. Each type contains 3 sets of samples and designed to research the seismic and wind performance under lateral loading.
The experimental results indicate that in terms of stiffness and ultimate load, the glued laminated wall is the best of all types of walls, about 1.4kN/mm and 21.6kN respectively, but the ductility of 4.43 is the lowest among these types, which shows typical behavior of GLT. The two types of non-glued walls with different screw spacing are very similar in yield strength and ultimate strength, about 11.3kN and 17.4kN. In addition, the wall with 4 cm screw spacing shows the best ductility after the test. , about 5.25.
Comparing the above three types of walls, the non-glued laminated walls with 4 cm screw spacing are relatively good in various mechanical performances, indicating that this spacing configuration is ideal, and the spacing will not make the laminas broken while locking the screws. It can also be implemented at the construction site, which fully shows the possibility of practical application.

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