Prefabricated floor panel for wooden structure building and its manufacturing method
A production method and floor panel technology, which are applied in the joining of wooden veneers, construction, building components, etc., can solve the problems of poor dimensional stability, low strength of plantation wood, poor material quality, etc., and achieve good dimensional stability and mechanical properties. The effect of excellent performance and high load-bearing capacity
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Embodiment 1
[0060] The sectional view of the floor panel of this embodiment is as follows: figure 2 shown.
[0061] Domestic larch logs are used as raw materials, sawn and dried in a kiln with a moisture content of 8-12%, and processed into sawn timber with a section width of 89mm and a thickness of 18mm by double-sided or four-sided planers. Using the mechanical stress classification method, the larch sawn timber is classified into low modulus, medium modulus and high modulus sawn timber according to the size of larch elastic modulus.
[0062] Low elastic modulus grade sawn timber: 8GPa~12GPa
[0063] Medium elastic modulus grade sawn timber: 12GPa~16GPa
[0064] High elastic modulus grade sawn timber: greater than 16Gpa
[0065] The side buffer layer 2 is made of flame-retardant polystyrene board with a width of 75 mm, a length of 4 m, and a thickness of 1 cm. The first and second waterproof and breathable membrane layers are both waterproof and breathable molds for wooden structur...
Embodiment 2
[0080] This embodiment (such as image 3 Shown) the difference with embodiment 1 is:
[0081] Larch and poplar are used as raw materials. After sawing, they are placed in a drying kiln with a moisture content of 8-12%. Double-sided planers or four-sided planers are used to process them into sawn timber with a cross-sectional size of 89mm in width and a thickness of 18mm. The larch sawn timber with high elastic modulus and poplar with medium elastic modulus were selected by mechanical stress classification method to prepare the load-bearing wood layer of the floor slab.
[0082] High elastic modulus larch sawn timber: greater than 16GPa
[0083] Middle elastic modulus grade poplar sawn timber: 12GPa~16GPa
[0084] With reference to the method and process of Example 1, prefabricated floor panels for wood structures were prepared. During preparation, the timber sublayers (11, 13, 15) were selected from larch sawn timber with high elastic modulus grades, and the timber sublayers...
Embodiment 3
[0086] This embodiment (such as Figure 4 Shown) the difference with embodiment 1 is:
[0087] Poplar and structural poplar laminated veneer lumber (LVL) are used as raw materials. Poplar logs are sawn and placed in a drying kiln with a moisture content of 8-12%, and processed with double-sided or four-sided planers. Sawn timber with a section size width of 89mm and a thickness of 18mm. Use the mechanical stress classification method to select poplar with medium elastic modulus (12GPa~16GPa) and high elastic modulus (greater than 16GPa) to prepare the load-bearing wood layer of the floor panel, and select poplar veneer with elastic modulus greater than 16GPa to laminate placed on the 1st and 7th floors of the wood load-bearing layer, with a thickness of 16mm, a width of 1.2m as the floor slab width, and a length of 4m, and its grain direction is parallel to the length direction. The cut thickness is 15mm.
[0088] With reference to the method and process of Example 1, the p...
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