JPH0449324Y2 - - Google Patents

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Publication number
JPH0449324Y2
JPH0449324Y2 JP1984096671U JP9667184U JPH0449324Y2 JP H0449324 Y2 JPH0449324 Y2 JP H0449324Y2 JP 1984096671 U JP1984096671 U JP 1984096671U JP 9667184 U JP9667184 U JP 9667184U JP H0449324 Y2 JPH0449324 Y2 JP H0449324Y2
Authority
JP
Japan
Prior art keywords
plate
lines
valley
long holes
mountain
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
JP1984096671U
Other languages
Japanese (ja)
Other versions
JPS6111842U (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 JP9667184U priority Critical patent/JPS6111842U/en
Publication of JPS6111842U publication Critical patent/JPS6111842U/en
Application granted granted Critical
Publication of JPH0449324Y2 publication Critical patent/JPH0449324Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は、建築においてコンクリートを打設す
る際用いる型枠用板体に関するものである。
[Detailed Description of the Invention] The present invention relates to a plate for formwork used when pouring concrete in construction.

従来、この種の板体としては、通称「コンパ
ネ」といわれる厚手のベニヤ合板が用いられてき
たが、かかる合板ではせいぜい3〜4回の使用が
限度であり、加えて、一旦形状加工してしまつた
合板を再度使用することは殆どできない。即ち、
合板は、木製のベニヤ単板を積層・接着したもの
であるから、水分を含むと剥離や腐敗を起こしや
すい。その為、繰返して使用することにより耐久
性が乏しくなり、結局3〜4回の使用で排気せざ
るを得なくなるのである。又再使用の折には、付
着したコンクリートの除去、孔埋め、釘抜き、塗
装等、再使用に耐え得るような再生作業が必要と
なり、この作業が結構煩雑であつて、建築業者に
とつては負担となつていた。又合板は、切断加工
が容易であるため型枠の形状を自在に設定できる
反面、一度切断加工されると分解、継ぎ足し等の
工程を経ずして再使用することはできず、結局半
端な材料として廃棄処分されているのが実情であ
る。
Conventionally, thick veneer plywood, commonly known as "Konpane", has been used for this type of board, but such plywood can only be used three to four times at most, and in addition, once it has been shaped, it cannot be used. It is almost impossible to use plywood again. That is,
Plywood is made of wooden veneers laminated and glued together, so it is susceptible to peeling and rotting when exposed to moisture. As a result, durability deteriorates with repeated use, and eventually it has to be exhausted after 3 or 4 uses. In addition, when reusing a building, it is necessary to carry out recycling work such as removing adhering concrete, filling holes, removing nails, painting, etc. to make it durable for reuse, and this work is quite complicated and is difficult for builders. It was becoming a burden. In addition, plywood is easy to cut, so the shape of the formwork can be set freely, but once it is cut, it cannot be reused without going through processes such as disassembling and adding pieces, and in the end it is a half-hearted process. The reality is that it is disposed of as a material.

従つて常に大量の在庫を確保しておかなくては
ならず、その為には広いスペースの資材置場が必
要で、それらの管理も大変である。更に、廃材の
処理も専ら焼却に頼らざるを得ず、公害問題も関
係して色々と問題が発生し易い。
Therefore, a large amount of inventory must be kept at all times, which requires a large space for storing materials, which is difficult to manage. Furthermore, the disposal of waste materials must rely exclusively on incineration, which tends to cause various problems related to pollution.

そこで本考案は、耐久性に優れ、且つ端材を産
出させることなく所望の形状に形成できるコンク
リート型枠用板体を提供し、以つて作業性を向上
させると共に、木材資源の無駄をもなくさんとす
るもので、その構成は、平坦な頂面を有する山筋
と平坦な底面を有する谷筋とを交互に並設し、各
頂面及び底面を傾斜側面で連接して成る重合可能
な波形状の金属性板体であつて、前記山筋の頂面
及び谷筋の底面の少なくともいずれか一方の面
に、軸方向に対し傾斜する長孔を多数穿設し、而
もそれら多数の長孔が、前記軸方向へ且つ板体に
おける縦横2本の中心線に対し左右、上下それぞ
れ対称となるよう配置されていることを特徴とし
ている。
Therefore, the present invention provides a plate for concrete formwork that has excellent durability and can be formed into a desired shape without producing offcuts, thereby improving workability and eliminating waste of wood resources. The structure consists of mountain lines with flat tops and valleys with flat bottoms arranged side by side alternately, and each top and bottom surface is connected by an inclined side surface. It is a corrugated metal plate body, in which a large number of long holes are bored in at least one of the top surface of the ridges and the bottom surface of the troughs, and the holes are inclined with respect to the axial direction. It is characterized in that the elongated holes are arranged symmetrically in the axial direction and laterally and vertically with respect to the two vertical and horizontal center lines of the plate.

次に本考案の実施の一例を図面に従つて説明す
ると次の通りである。
Next, an example of implementation of the present invention will be described with reference to the drawings.

第1図は本考案のコンクリート型枠用板体の概
略を示したもので、180cm×90cm、厚さ1mmの波
形状の金属性板体の谷筋に、該谷筋方向に対して
略45度傾斜した長孔が多数等間隔に穿設されてい
る。該波形状板体1は、底辺が40mm、上開口面が
50mm、高さが12mmの台形状断面を呈した谷筋と、
該谷筋と対称の形をした山筋から成り、これらの
谷筋及び山筋が交互に且つ同ピツチで配置されて
いる。各山筋、谷筋は平坦な頂面1b又は底面1
aを有しており、各頂面1b及び底面1aは傾斜
側面によつて連接されている。従つてこの波形状
板体の各筋を合せて嵌め合せれば、前記傾斜側面
に沿つて円滑に重ね合せることができ、横方向へ
は山筋又は谷筋のピツチ毎に、縦方向へは無段階
に、それぞれけ重合部の長さを調整しつつ接合す
ることができるのである。
Figure 1 shows the outline of the plate for concrete formwork of the present invention, in which the grooves of a corrugated metal plate measuring 180 cm x 90 cm and 1 mm in thickness are approximately 45 mm in the direction of the valley lines. A large number of oblique holes are drilled at equal intervals. The corrugated plate 1 has a bottom side of 40 mm and an upper opening surface.
Valley stripes with a trapezoidal cross section of 50mm and 12mm in height,
It consists of mountain lines that are symmetrical to the valley lines, and these valley lines and mountain lines are arranged alternately and at the same pitch. Each mountain line and valley line is a flat top surface 1b or bottom surface 1
a, and each top surface 1b and bottom surface 1a are connected by an inclined side surface. Therefore, by fitting the respective lines of this corrugated plate body together, it is possible to overlap them smoothly along the above-mentioned inclined side surface, and in the horizontal direction, each pitch of the mountain line or valley line is aligned, and in the vertical direction, it is possible to overlap each other smoothly. This allows joining while adjusting the length of each overlapping part steplessly.

又各谷筋の平坦な底面には、幅が約2.5mm、長
さが40mmの長孔2が、筋方向に対し傾斜した形で
多数等間隔に穿設されている。これら多数の長孔
2は、第1図に示すように、筋方向へ且つ板体に
おける縦横2本の中心線X、Yに対し左右、上下
それぞれ対称となるように配置され、2枚の板体
1,1を縦横いずれの方向へ接合しても、各板体
1,1の長孔2,2が常にX状に重なり合うよう
になつている。
In addition, a large number of long holes 2 having a width of about 2.5 mm and a length of 40 mm are drilled at equal intervals in the flat bottom surface of each valley in a form inclined to the direction of the groove. As shown in FIG. 1, these many long holes 2 are arranged symmetrically in the direction of the stripes and with respect to the two vertical and horizontal center lines X and Y of the plate, and No matter which direction the bodies 1, 1 are joined in the vertical or horizontal direction, the elongated holes 2, 2 of each plate body 1, 1 always overlap in an X shape.

尚図示はしないが山筋の頂面及び谷筋の底面の
双方に長孔を穿設することもできる。
Although not shown, long holes may be formed in both the top surface of the crest and the bottom surface of the trough.

次にこのように形成されたコンクリート型枠用
板体を用いて型枠を施工する一例を第3図〜第5
図に基づいて説明すると、先ず伸縮性(通例サポ
ートと称される)3に大引4を横架し、該大引4
にネダ木5を架設して基礎を形成し、その上に本
考案のコンクリート型枠用板体1を載置して釘打
ちする。(第3図参照)この床用作業は従来の合
板(コンパネ)を用いた周知の施工法とほとんど
同じであるので、更に詳しい説明は省略するが、
各板体1の接合は次のようにして行う。即ち、横
方向の接合は、板体1の最も外側に位置する谷筋
の底面1a同士を重ね合せることにより行つてい
くが、載置個所の幅が狭い場合には板体1の谷筋
を必要な幅重ねて使用する。又縦方向への接合
は、板体1の筋方向の端縁を各谷筋、山筋が一致
するように重ね合せ、少なくとも最も端に位置す
る長孔2同士がX状に重なり合うように、通常は
端から数個の長孔がX状に重なり合うように行つ
ていく。又縦方向の長さの調整は、前記の如く2
枚の板体1,1を重ね合せた状態で筋方向へスラ
イドさせながら行う。
Next, an example of constructing formwork using the concrete formwork plate formed in this way is shown in Figures 3 to 5.
To explain based on the figure, first, a large puller 4 is horizontally hung on an elastic (commonly called a support) 3, and the large puller 4 is
A bed of wood 5 is erected to form a foundation, and the concrete formwork plate 1 of the present invention is placed on it and nailed. (See Figure 3) This flooring work is almost the same as the well-known construction method using conventional plywood (conpane), so a more detailed explanation will be omitted.
The joining of each plate body 1 is performed as follows. That is, lateral joining is performed by overlapping the bottom surfaces 1a of the outermost valleys of the plate 1, but if the width of the mounting location is narrow, the valleys of the plate 1 are Use the required width. In addition, for joining in the vertical direction, the edges of the plate body 1 in the direction of the stripes are overlapped so that the valleys and peaks are aligned, and at least the long holes 2 located at the ends are overlapped in an X shape. Usually, several elongated holes are stacked one on top of the other in an X shape starting from the end. Also, the length in the vertical direction can be adjusted by 2 as described above.
This is done while sliding the two plates 1, 1 in the stacked state in the direction of the stripes.

尚横方向の接合に際し、ピツチ間隔に満たない
間隙が生ずる場合があるが、この場合は、合板か
専用の隙間部材で補充すればよい。又前記実施例
はネダ木5の上に板体1を載置する例を示した
が、第4図の如く大引4の上に直接板体1を載置
してもよい。
Note that when joining in the lateral direction, a gap less than the pitch interval may occur, but in this case, it is sufficient to fill it with plywood or a special gap member. Further, although the above embodiment shows an example in which the plate 1 is placed on the Nedagi 5, the plate 1 may be placed directly on the slat 4 as shown in FIG.

次に壁用として用いる場合も、従来と同様に締
結具により固定させて行なうのであるが(第5図
参照)、第1図に示すように締結具挿通用孔2′を
あらかじめ穿設しておくと至便である。この締結
具挿通孔2′は、前記床用の型枠に用いた場合に
は、天井の吊木結合部材の挿通孔として利用でき
る。
Next, when using it for a wall, it is fixed with a fastener as in the past (see Figure 5), but as shown in Figure 1, a hole 2' for fastener insertion is pre-drilled. It is most convenient to leave it there. When used in the floor formwork, this fastener insertion hole 2' can be used as an insertion hole for a ceiling hanging member.

以上のように複数枚の板体1を縦横に接合させ
ていくが、重なり合う2枚の板体1,1の長孔
2,2は必らずその傾斜方向が異なつており、X
状に交叉するため、交叉部に貫通孔2aが形成さ
れることになる。従つてこの貫通孔2aを釘穴と
し、釘6を板体1側から打ち付け、板体1をネダ
木5に固定させるのである。(第2図参照)本考
案は、このように互いに異なる方向へ傾斜した長
孔2の交叉部において、釘6によつて固定するた
め、板体1のズレが生じ難いという利点がある。
As described above, a plurality of plates 1 are joined vertically and horizontally, but the long holes 2, 2 of the two overlapping plates 1, 1 necessarily have different inclination directions, and the X
Since they intersect in a shape, a through hole 2a is formed at the intersecting portion. Therefore, the through hole 2a is used as a nail hole, and the nail 6 is driven from the side of the plate 1 to fix the plate 1 to the wood 5. (See FIG. 2) The present invention has the advantage that the plate 1 is less likely to shift because it is fixed by the nails 6 at the intersections of the long holes 2 inclined in different directions.

尚本考案の板体は、前記の如く山筋、谷筋があ
るため、打設されたをコンクリートの表面は凹凸
条を有する起伏面に形成されるが、これらの凹凸
条は上塗り施工により埋め込んだり、化粧板によ
り覆う等すれば何ら問題は生じないし、逆にこの
凹凸条を積極的に模様として利用することもでき
るのである。
As mentioned above, the plate of the present invention has ridges and valleys, so the surface of the poured concrete is formed into an undulating surface with uneven stripes, but these uneven stripes can be buried by topcoating. Or, if the surface is covered with a decorative board, no problem will arise, and on the contrary, the uneven stripes can be actively used as a pattern.

次に、本考案の変更例について説明する。本考
案にかかる板体の寸法、厚み、各筋の幅、断面形
状、本数、ピツチ幅等は、使用目的に応じて種々
変更実施できるし、板体の金属の材質も軽量金
属、鋼等その材質を問うものではない。又長孔の
大きさ、傾斜角度、ピツチ等についても適宜設計
変更可能である。
Next, a modification of the present invention will be described. The dimensions, thickness, width of each striation, cross-sectional shape, number, pitch width, etc. of the plate according to the present invention can be changed in various ways depending on the purpose of use, and the metal material of the plate can be light metal, steel, etc. It is not a question of the material. Further, the size, inclination angle, pitch, etc. of the elongated hole can be changed as appropriate.

以上のように、本考案によれば、その材質が金
属でありながら貫通孔を通してネダ木や大引等の
木材に直接釘打ちでき、従来使用されている合板
とぼほ同様の作業によつてコンクリート型枠の形
成が可能となる。而も、金属性であるため、耐久
性、耐腐蝕性、耐摩耗性に優れており、反復使用
回数は一段と向上する。更に、板体の表面にコン
クリートが付着しにくく、再利用の際に切断加
工、穴埋め等の補修作業が不要である。
As described above, according to the present invention, even though the material is metal, nails can be directly nailed into wood such as Nedagi or Ohiki through the through hole, and the work is almost the same as that of conventionally used plywood. It becomes possible to form concrete forms. Moreover, since it is made of metal, it has excellent durability, corrosion resistance, and abrasion resistance, further increasing the number of times it can be used repeatedly. Furthermore, concrete is less likely to adhere to the surface of the plate, and repair work such as cutting and hole filling is not necessary when reusing the plate.

又設置個所の面積が板体の寸法の整数倍でなく
ても、縦横方向に自由に重合させ、それらの寸法
に合せることができるので、従来のコンパネのよ
うに、寸法合せのため切断、加工する必要はな
く、作業が容易で而も経済的である。更に運搬、
保管に関しても、互に各筋を合せて重合すれば容
積がコンパネの1/4程度に小さくなるので、一度
に大量の運搬、保管ができるようになり、資材置
場のスペースも少なくてすむのである。
In addition, even if the area of the installation location is not an integral multiple of the dimensions of the plate, it can be freely overlapped vertically and horizontally to fit those dimensions, so it can be cut and processed to fit the dimensions like a conventional control panel. There is no need to do so, and the work is easy and economical. Furthermore, transportation,
In terms of storage, if the fibers are aligned and stacked together, the volume will be reduced to about 1/4 of a control panel, making it possible to transport and store a large amount at once, and requiring less space for material storage. .

従つて、本考案の型枠用板体を、従来使用され
ていた合板のコンパネに代えて使用することによ
り、木材資源の浪費を大幅に減少させることが可
能となると共に、型枠の施工、管理面も省力化さ
れるので、その実益は多大である。
Therefore, by using the formwork plate of the present invention in place of the conventionally used plywood panel, it becomes possible to significantly reduce the waste of wood resources, and also to improve the construction of formwork. It also saves administrative labor, so the benefits are great.

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

第1図は本考案にかかるコンクリート型枠用板
体の実施例の斜視図、第2図は該板体の接合状態
を示す説明図、第3図〜第5図は施工方法を表わ
した説明図である。 1……コンクリート型枠用板体、1a……谷筋
の底面、1b……山筋の頂面、2……長孔、2′
……締結具挿通孔、2a……貫通孔、3……伸縮
柱、4……大引、5……ネダ木、6……釘。
Fig. 1 is a perspective view of an embodiment of the plate for concrete formwork according to the present invention, Fig. 2 is an explanatory diagram showing the joined state of the plate, and Figs. 3 to 5 are explanations showing the construction method. It is a diagram. 1...Plate for concrete formwork, 1a...Bottom surface of valley line, 1b...Top surface of mountain line, 2...Long hole, 2'
... Fastener insertion hole, 2a ... Through hole, 3 ... Telescopic column, 4 ... Ohiki, 5 ... Nedagi, 6 ... Nail.

Claims (1)

【実用新案登録請求の範囲】 (1) 平坦な頂面を有する山筋と平坦な底面を有す
る谷筋とを交互に並設し、各頂面及び底面を傾
斜側面で連接して成る重合可能な波形状の金属
性板体であつて、前記山筋の頂面及び谷筋の底
面の少なくともいずれか一方の面に、軸方向に
対し傾斜する長孔を多数、軸方向へ且つ板体に
おける縦横2本の中心線に対し左右、上下それ
ぞれ対称となるよう穿設したことを特徴とする
コンクリート型枠用板体。 (2) 前記山筋と谷筋の断面形状が同一であるとこ
ろの実用新案登録請求の範囲第1項又は第2項
記載のコンクリート型枠用板体。
[Claims for Utility Model Registration] (1) A polymerizable product formed by alternately arranging mountain lines with flat tops and valley lines with flat bottoms, and connecting each top and bottom surface with an inclined side surface. A corrugated metal plate body, wherein at least one of the top surface of the mountain streaks and the bottom face of the valley streaks has a large number of long holes inclined with respect to the axial direction, and a large number of long holes are formed in the plate body in the axial direction and A plate for concrete formwork characterized by being bored symmetrically in the left and right and up and down directions with respect to two vertical and horizontal center lines. (2) The plate for concrete formwork according to claim 1 or 2 of the utility model registration claim, wherein the ridges and valleys have the same cross-sectional shape.
JP9667184U 1984-06-27 1984-06-27 Plate for concrete formwork Granted JPS6111842U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9667184U JPS6111842U (en) 1984-06-27 1984-06-27 Plate for concrete formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9667184U JPS6111842U (en) 1984-06-27 1984-06-27 Plate for concrete formwork

Publications (2)

Publication Number Publication Date
JPS6111842U JPS6111842U (en) 1986-01-23
JPH0449324Y2 true JPH0449324Y2 (en) 1992-11-19

Family

ID=30656175

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9667184U Granted JPS6111842U (en) 1984-06-27 1984-06-27 Plate for concrete formwork

Country Status (1)

Country Link
JP (1) JPS6111842U (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS516921U (en) * 1974-07-02 1976-01-19

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS516921U (en) * 1974-07-02 1976-01-19

Also Published As

Publication number Publication date
JPS6111842U (en) 1986-01-23

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