JPH0241220Y2 - - Google Patents

Info

Publication number
JPH0241220Y2
JPH0241220Y2 JP11078184U JP11078184U JPH0241220Y2 JP H0241220 Y2 JPH0241220 Y2 JP H0241220Y2 JP 11078184 U JP11078184 U JP 11078184U JP 11078184 U JP11078184 U JP 11078184U JP H0241220 Y2 JPH0241220 Y2 JP H0241220Y2
Authority
JP
Japan
Prior art keywords
frame
panel
reinforcing beams
reinforcing
plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP11078184U
Other languages
Japanese (ja)
Other versions
JPS6125424U (en
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP11078184U priority Critical patent/JPS6125424U/en
Publication of JPS6125424U publication Critical patent/JPS6125424U/en
Application granted granted Critical
Publication of JPH0241220Y2 publication Critical patent/JPH0241220Y2/ja
Granted legal-status Critical Current

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  • Panels For Use In Building Construction (AREA)

Description

【考案の詳細な説明】 〈産業上の利用分野〉 この考案は土木工事、建築工事の他の工事現場
等で使用する足場用の踏板や床板又は建築用材料
としても使用し得る合板パネルに関する。
[Detailed description of the invention] <Industrial application field> This invention relates to a plywood panel that can be used as a treadboard or floorboard for scaffolding used at civil engineering work, construction work, or other construction sites, or as a building material.

〈従来の技術〉 従来一定の力がかかるパネル状の板として長方
形の枠の、両面に合板又は多数の板等からなる板
材を打ち付けた単純な中空のパネル、さらに内部
に補強用に仕切り状の骨(梁)を入れたパネル、
あるいはさらに強度を求める場合は厚みのある合
板をそのまま所定サイズに切断したものを使用し
ていた。
<Prior art> Conventionally, as a panel-shaped plate to which a certain force is applied, a simple hollow panel made of a rectangular frame with plywood or a plurality of plates nailed to both sides, and a partition-shaped plate inside for reinforcement. A panel containing bones (beams),
Alternatively, if even more strength was required, thick plywood cut into a predetermined size was used.

〈考案が解決しようとする問題点〉 しかし上記のうち、内部に補強用の木製の骨
(梁)を入れて表面板を釘打ち又は接着等で固定
しても相当多量の骨を入れなければ十分な強度が
得られず、さらに多量の骨を入れると吸水量も多
く、重量も増し、コストも著しく高くなるという
欠点がある。これに対し、強度、コスト等の面で
比較的満足できる一枚ものの厚手(例えば板厚3
〜4cm)の合板を使用する場合、重量もかさむほ
か柔軟性があるためにたわみも多く、多くの支点
をとらなければならない等の欠点がある。
<Problems to be solved by the invention> However, among the above, even if wooden bones (beams) are inserted inside for reinforcement and the surface board is fixed by nailing or gluing, a considerable amount of bones must be inserted. It does not have enough strength, and if a large amount of bone is added, it absorbs a lot of water, increases weight, and becomes extremely expensive. On the other hand, thick single-piece plates (for example, 3 plate thick) are relatively satisfactory in terms of strength, cost, etc.
When using plywood (~4 cm), it has disadvantages such as being heavy, bending a lot due to its flexibility, and having to use many fulcrums.

〈問題点を解決するための手段〉 本考案の合板パネルは、端板3と側板2とから
なる枠1内に上記枠1のいずれかの辺に沿つて枠
と同一高さで片面に表皮を残した竹製板からなる
補強梁5を一定の間隔で縦向きに並べ、該補強梁
5間にはその間隔を決めるブロツク状のスペーサ
ー6を一列以上並べて上記補強梁5とスペーサー
6を枠1と一体をなすように固定し、枠1と補強
梁5の上面にはそれぞれの面を覆う合板製の表面
板9を固着したことを特徴としている。
<Means for solving the problems> The plywood panel of the present invention has a skin on one side along either side of the frame 1 at the same height as the frame, in a frame 1 consisting of an end plate 3 and a side plate 2. Reinforcement beams 5 made of bamboo boards with a 100% diameter are arranged vertically at regular intervals, and one or more rows of block-shaped spacers 6 that determine the spacing are arranged between the reinforcement beams 5 to frame the reinforcement beams 5 and spacers 6. 1, and a plywood surface plate 9 is fixed to the upper surfaces of the frame 1 and reinforcing beam 5 to cover each surface.

〈作用〉 この考案のものではパネルの表面板にかかる荷
重や曲げモーメントを、内部に縦方向に入れてあ
る竹製の補強梁が受け、この補強梁は縦方向の荷
重に対してはきわめて強くパネルのたわみや表面
板のへこみを防止する。また、補強梁の間に入れ
たスペーサーは横方向にたわみ易い竹製の補強梁
を枠とともに一体的に固定して、その欠点を補
う。
<Function> In this device, the load and bending moment applied to the surface plate of the panel are received by reinforcing beams made of bamboo placed vertically inside the panel, and these reinforcing beams are extremely strong against loads in the vertical direction. Prevents panel bending and surface plate denting. In addition, the spacers inserted between the reinforcing beams fix the bamboo reinforcing beams, which tend to bend laterally, integrally with the frame, thereby compensating for the drawbacks of the reinforcing beams.

〈実施例〉 以下図示する実施例につき詳述すると、木製の
長尺の板よりなる長方形の枠1は、端板3,3と
側板2,2の端部を各固着して構成され、その長
手方向中央には枠1自体を補強する枠と同一高さ
の木製の補強軸4が端板3,3に固定されてい
る。枠1内には両端が端板3,3間に嵌合される
ような一定長さで枠と同一高さを有する板状の補
強梁5が一定間隔毎に平行に並べられて多数固定
的に設けられている。
<Example> To explain in detail the example shown below, a rectangular frame 1 made of long wooden boards is constructed by fixing the ends of end plates 3, 3 and side plates 2, 2, respectively. At the center in the longitudinal direction, a wooden reinforcing shaft 4 having the same height as the frame and reinforcing the frame 1 itself is fixed to the end plates 3, 3. Inside the frame 1, a large number of plate-shaped reinforcing beams 5 having a constant length and the same height as the frame are arranged in parallel at regular intervals so that both ends are fitted between the end plates 3, 3. It is set in.

また各補強梁5同士及び最外側の補強梁5と側
板2,2との間には、これらの間隔を規制するよ
うに、直方体又は立方体よりなり上下の高さが枠
1や補強梁5と等しいブロツク状のスペーサー6
が一定間隔毎に複数列(側板が短寸の場合は一列
でもよい)介挿され、各列のスペーサー6は枠1
及び補強梁5を貫くボルト、金属棒又は竹製の棒
材等よりなるスペーサー軸7に左右方向に貫通さ
れ、枠1、補強梁5と一体的に保持される。この
列ではスペーサー軸としてボルトを用い、一端に
ナツト8をねじ込んで全体が一体的に締着されて
いる。
In addition, between each reinforcing beam 5 and between the outermost reinforcing beam 5 and the side plates 2, 2, a rectangular parallelepiped or a cube is formed and the vertical height is the same as that of the frame 1 and the reinforcing beam 5 so as to regulate the spacing between them. Equal block spacer 6
are inserted in multiple rows at regular intervals (one row is fine if the side plate is short), and each row of spacers 6 is inserted into the frame 1.
A spacer shaft 7 made of a bolt, a metal rod, a bamboo bar, or the like passes through the reinforcing beam 5 in the left-right direction, and is held integrally with the frame 1 and the reinforcing beam 5. In this row, a bolt is used as the spacer shaft, and a nut 8 is screwed into one end to integrally fasten the entire spacer.

上記枠1、補強梁5、補強軸4、スペーサー6
の上下面は組立後切削される等して上下各面が同
一平面をなし、その各平面には6〜10mm程度の合
板よりなる表面板9,9が全体に密接するように
要所の接着又は釘打ち等によつて一体的に固着さ
れている。
The above frame 1, reinforcement beam 5, reinforcement shaft 4, spacer 6
After assembly, the upper and lower surfaces are cut to form the same plane, and on each plane, surface plates 9, 9 made of plywood with a thickness of about 6 to 10 mm are glued at key points so that they are in close contact with the whole. Or it is fixed integrally by nailing or the like.

また補強梁5はできるだけ竹の周面の高密度繊
維質の表皮を残して一定幅の(2〜3cm)の板状
に形成されている。
Further, the reinforcing beam 5 is formed into a plate shape with a constant width (2 to 3 cm), leaving as much of the high-density fibrous skin on the circumferential surface of the bamboo as possible.

〈考案の効果〉 以上の如く構成されるこの考案によれば、パネ
ルにかかる押圧荷重又は曲げモーメントは補強梁
の長方形(但し一辺は円孤状をなしている)断面
に対して長手方向からの荷重となり、補強梁が竹
製であるためにこの方向の荷重に対しては高い剛
性を有する。特にその長方形断面の長手方向の片
面は最も高密度繊維質が集中している竹の表皮の
部分から構成されているので、他の自然材にはな
い著しく高い剛性を備えており、パネル全体を非
常に強固なものとする。
<Effects of the invention> According to the invention constructed as described above, the pressing load or bending moment applied to the panel is calculated from the longitudinal direction with respect to the rectangular (however, one side is arc-shaped) cross section of the reinforcing beam. Since the reinforcing beams are made of bamboo, they have high rigidity against loads in this direction. In particular, one side in the longitudinal direction of its rectangular cross section is made up of the bamboo skin, which has the highest concentration of fibers, so it has extremely high rigidity not found in other natural materials, and the entire panel Make it very strong.

また上記補強梁は厚みが薄くてすむので他の自
然材よりスペースをとらず、パネル内の空間も多
く、さらに吸水性が乏しいので重量が増す心配も
なく耐久性も優れている。さらに補強梁の間には
多数のブロツク状のスペーサーが挿入されている
ので補強梁の固定も良く、パネル全体の一体性も
高められ、その結果強度も高いものになる。
In addition, since the reinforcing beams are thin, they take up less space than other natural materials and have more space within the panel.Furthermore, since they have poor water absorption, there is no need to worry about weight increase, and they are highly durable. Furthermore, since a large number of block-shaped spacers are inserted between the reinforcing beams, the reinforcing beams can be fixed well, and the integrity of the entire panel is improved, resulting in high strength.

ちなみに本考案による合板パネルは1枚ものの
合板に比してコストもそれ以下にできるという利
点を備えている。
Incidentally, the plywood panel according to the present invention has the advantage that it can be made at a lower cost than a single piece of plywood.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図、第2図はともに本考案の実施例を示す
一部破断斜視図と第1図A−A断面図である。 1:枠、2:端板、3:側板、4:補強軸、
5:補強梁、6:スペーサー、7:スペーサー
軸、8:ナツト、9:表面板。
1 and 2 are a partially cutaway perspective view and a sectional view taken along the line A-A in FIG. 1, respectively, showing an embodiment of the present invention. 1: Frame, 2: End plate, 3: Side plate, 4: Reinforcement shaft,
5: Reinforcement beam, 6: Spacer, 7: Spacer shaft, 8: Nut, 9: Surface plate.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 端板3と側板2とからなる枠1内に上記枠1の
いずれかの辺に沿つて枠1と同一高さで片面に表
皮を残した竹製板からなる補強梁5を一定の間隔
で縦向きに並べ、該補強梁5間にはその間隔を決
めるブロツク状のスペーサー6を一列以上並べて
上記補強梁5とスペーサー6を枠1と一体をなす
ように固定し、枠1と補強梁5の上面にはそれぞ
れの面を覆う合板製の表面板9を固着してなる合
板パネル。
Inside a frame 1 consisting of an end plate 3 and a side plate 2, reinforcing beams 5 made of a bamboo board with a skin left on one side are placed at regular intervals along either side of the frame 1 at the same height as the frame 1. The reinforcing beams 5 are arranged vertically, and one or more rows of block-shaped spacers 6 are arranged between the reinforcing beams 5 to determine the spacing between them, and the reinforcing beams 5 and spacers 6 are fixed integrally with the frame 1. A plywood panel is formed by fixing a plywood surface plate 9 covering each surface to the upper surface of the panel.
JP11078184U 1984-07-20 1984-07-20 plywood panels Granted JPS6125424U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11078184U JPS6125424U (en) 1984-07-20 1984-07-20 plywood panels

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11078184U JPS6125424U (en) 1984-07-20 1984-07-20 plywood panels

Publications (2)

Publication Number Publication Date
JPS6125424U JPS6125424U (en) 1986-02-15
JPH0241220Y2 true JPH0241220Y2 (en) 1990-11-02

Family

ID=30669895

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11078184U Granted JPS6125424U (en) 1984-07-20 1984-07-20 plywood panels

Country Status (1)

Country Link
JP (1) JPS6125424U (en)

Also Published As

Publication number Publication date
JPS6125424U (en) 1986-02-15

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