JPH0412924Y2 - - Google Patents
Info
- Publication number
- JPH0412924Y2 JPH0412924Y2 JP13254486U JP13254486U JPH0412924Y2 JP H0412924 Y2 JPH0412924 Y2 JP H0412924Y2 JP 13254486 U JP13254486 U JP 13254486U JP 13254486 U JP13254486 U JP 13254486U JP H0412924 Y2 JPH0412924 Y2 JP H0412924Y2
- Authority
- JP
- Japan
- Prior art keywords
- substrate
- formwork
- chevron
- protrusions
- reinforcing
- 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
Links
- 239000000758 substrate Substances 0.000 claims description 18
- 230000003014 reinforcing effect Effects 0.000 claims description 16
- 238000003780 insertion Methods 0.000 claims description 8
- 230000037431 insertion Effects 0.000 claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 7
- 239000011111 cardboard Substances 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 claims description 2
- 238000009415 formwork Methods 0.000 description 18
- 239000000123 paper Substances 0.000 description 9
- 238000010276 construction Methods 0.000 description 7
- 239000011087 paperboard Substances 0.000 description 7
- 239000004744 fabric Substances 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 239000011162 core material Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 241001175904 Labeo bata Species 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Foundations (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
本考案は、コンクリートの施工に用いる型枠板
に関するものである。[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to formwork plates used in concrete construction.
(従来の技術)
布基礎や法枠等の簡単なコンクリート構造物の
施工には、従来のベニヤ板やメタルフオームに代
つて、ダンボール等の紙板に防水、強化処理を施
した軽量、安価な紙型枠板が多く使われるように
なつてきた。(Prior technology) For the construction of simple concrete structures such as cloth foundations and legal frames, lightweight and inexpensive paper molds made of paper boards such as cardboard that have been treated to make them waterproof and reinforced are used instead of conventional plywood boards and metal forms. Frame boards have come to be used more and more.
(考案が解決しようとする問題点)
しかし、紙製の型枠板は、耐水、強化処理を施
しているといつても、木製や金属製の型枠板に比
べ強度が弱いので、型枠組みにあたつてはバタ材
等多くの補強材を使う必要があり、型枠施工が面
倒である等の欠点があるとともに、特に、周縁部
では運搬や施工作業中に損傷して使用できなくな
つたり、また、耐久性にも劣るといつた欠点があ
る。(Problem that the invention aims to solve) However, even if paper formwork boards are water-resistant and reinforced, they are weaker than wooden or metal formwork boards, so the formwork In this process, it is necessary to use a lot of reinforcing materials such as bata wood, and there are drawbacks such as troublesome formwork construction, and in particular, the periphery is damaged during transportation and construction work and becomes unusable. It also has the disadvantage of being inferior in durability.
本考案は、前記のような紙製型枠板の欠点を改
善し、ダンボール紙板を主体として軽量で強度と
耐久性に優れ、安価に製作することができる、布
基礎や法枠等の簡単なコンクリート構造物の施工
用として好適な型枠板を提供しようとするもので
ある。 The present invention improves the drawbacks of paper formwork boards as described above, and is a simple material for fabric foundations, legal frames, etc. that is lightweight, has excellent strength and durability, and can be produced at low cost, mainly using corrugated paperboard. It is an object of the present invention to provide a form board suitable for constructing concrete structures.
(問題点を解決するための手段)
本考案の構成について、実施例に対応する第1
図、第2図を参照して説明すると、本考案は、耐
水強化処理を施したダンボール紙により形成した
基板1の一面側に、上下に間隔をおいて断面山形
の補強杆2,3を、配設するとともに、前記基板
1と同様のダンボール紙による被覆板4を、基板
1及び各補強杆2,3の外面に被着して、補強杆
2,3に沿つた山形の突条体5,6を形成し、そ
れら突条体5,6の長手方向に間隔をおいて、突
条体5,6の頂部より基板1に抜ける水平横断方
向のセパレータ挿通孔7,8を設けたことを特徴
とするものである。(Means for solving the problems) Regarding the configuration of the present invention, the first
2, the present invention has reinforcing rods 2, 3 with a chevron-shaped cross section spaced apart vertically on one side of a substrate 1 made of cardboard paper treated to strengthen water resistance. At the same time, a covering plate 4 made of corrugated paper similar to that of the substrate 1 is attached to the outer surface of the substrate 1 and each of the reinforcing rods 2 and 3 to form a chevron-shaped protruding strip body 5 along the reinforcing rods 2 and 3. . This is a characteristic feature.
(実施例)
以下、本考案に係るコンクリート型枠板の実施
例について図面を参照して説明する。(Example) Hereinafter, an example of the concrete form board according to the present invention will be described with reference to the drawings.
第1図、第2図において、1はダンボール紙板
製の基板で、2枚の板紙1a,1aの間に紙製波
板芯材1bを挟んで接着した構造となつており、
一般には長方形状に形成されている。そして、こ
の基板1には耐水、強化処理が施されている。 In FIGS. 1 and 2, reference numeral 1 denotes a board made of corrugated paperboard, which has a structure in which a corrugated paper core material 1b is sandwiched between two sheets of paperboard 1a and 1a and bonded together.
Generally, it is formed into a rectangular shape. This substrate 1 has been subjected to water resistance and strengthening treatment.
2及び3は基板1の一面側の上部及び下部に配
設された金属製或はプラスチツク製の補強杆で、
それぞれ、断面山形に形成した突条部2a,3a
とその端部に連結して据板部2b,3bとを有
し、その据板部2b,3bを介して基板1に接着
剤等により固着されている。 2 and 3 are reinforcing rods made of metal or plastic arranged at the upper and lower parts of one side of the board 1;
Protrusions 2a and 3a each having a chevron-shaped cross section
and base plate parts 2b, 3b connected to the ends thereof, and are fixed to the substrate 1 via the base plate parts 2b, 3b with an adhesive or the like.
また、4は前記基板1の一面側に被着した被覆
板で、基板1と同様に、2枚の紙板4a,4aの
間に紙製波板芯材4bを挟んで接着したダンボー
ル紙板に耐水、強化処理が施されている。そし
て、この被覆板4は基板1の一面及び各補強杆
2,3の外面に接着剤等により被着され、各補強
杆2,3の突条部2a,3aに沿つた山形の突条
体5,6が形成されている。 In addition, 4 is a covering plate attached to one side of the substrate 1, and like the substrate 1, it is made of water-resistant corrugated paper board which is glued by sandwiching a corrugated paper core material 4b between two paper boards 4a, 4a. , has been strengthened. The covering plate 4 is adhered to one surface of the substrate 1 and the outer surface of each reinforcing rod 2, 3 with an adhesive or the like, and has a chevron-shaped protrusion along the protruding portions 2a, 3a of each reinforcing rod 2, 3. 5 and 6 are formed.
前記の突条体5,6の頂部にはその長手方向に
間隔をおいて複数のセパレータ挿通孔7,7がそ
れぞれ被覆板4と補強杆2,3の突条部2a,3
aを貫通して設けられているとともに、この挿通
孔7,7に対向した位置の基板1にも同じくくさ
び挿通孔8,8が開設されている。 A plurality of separator insertion holes 7, 7 are provided at the tops of the protrusions 5, 6 at intervals in the longitudinal direction of the cover plate 4 and the protrusions 2a, 3 of the reinforcing rods 2, 3, respectively.
Wedge insertion holes 8, 8 are also formed in the substrate 1 at positions opposite to the insertion holes 7, 7.
なお、図面の実施例では、基板1と被覆板4と
を一枚のダンボール紙板を二つ折りして形成して
いるが、基板1と被覆板とは別体に形成したもの
であつてもよい。 In the embodiment shown in the drawings, the substrate 1 and the covering plate 4 are formed by folding a single cardboard board in half, but the substrate 1 and the covering plate may be formed separately. .
次に、本考案型枠板を用いての施工例について
説明すると、第3図に示すように、一対の本考案
型枠板A,Aを所定の間隔をおいて対向させ、セ
パレータB及びクサビCを用いて互に結合させ
る。セパレータBは、横杆9,9と縦杆10,1
0とを井桁状に結合して形成されており、横杆9
の各両端部には、型枠板Aの挿通孔7,8より外
方に突出する拡大頭部11,11が設けられ、そ
の内方位置に型枠板Aの内面に係接する係止片1
2,12が突設されているとともに、横杆9,9
の中間部には所要の位置に鉄筋14を係合する挟
着体13,13が設けられている。 Next, an example of construction using the formwork plates of the present invention will be explained. As shown in Fig. 3, a pair of formwork plates A, A of the present invention are placed facing each other at a predetermined interval, and separators B and wedges are They are bonded to each other using C. Separator B has horizontal bars 9, 9 and vertical bars 10, 1.
It is formed by connecting the horizontal rods 9
Enlarged heads 11, 11 are provided at both ends of the frame plate A to project outward from the insertion holes 7, 8 of the form plate A, and a locking piece that engages with the inner surface of the form plate A is provided at the inner position of the enlarged heads 11, 11. 1
2 and 12 are protruded, and the horizontal rods 9 and 9 are
Clamping bodies 13, 13 for engaging reinforcing bars 14 are provided at required positions in the intermediate portion.
それで、一対の型枠板A,Aの間にセパレータ
Bを配置し、その横杆9,9の端部を挿通孔7,
8に通して、型枠板A,Aを係止片12,12に
止めさせ、横杆9,9の拡大頭部11,11と型
枠板A,Aの外面との間に二又状のクサビCを挿
入係接させれば、一対の型枠板A,Aは所定の間
隔を保つて結合されることになる。そして、型枠
板A,A間に鉄筋14,14を配してセパレータ
B,Bの各挟着体13,13に係着させた後、型
枠A,A間にコンクリートDを打設するのであ
る。打設したコンクリートDの硬化後は、クサビ
Cを抜き取り、型枠板A,AをコンクリートDよ
り剥離して除去すれば、第4図に示すように、コ
ンクリートDの側面に横杆9,9の端部が突出し
た形の構造物が構築されることになる。そして、
この突出した横杆9,9の端部は、これをハンマ
ー等打撃を加えてやれば、同図の鎖線で示すよう
に、コンクリートDの端面部より折り取ることが
できるのである。 Therefore, a separator B is arranged between a pair of formwork plates A, A, and the ends of the horizontal bars 9, 9 are inserted into the insertion holes 7,
8, the formwork plates A, A are fixed to the locking pieces 12, 12, and a forked shape is formed between the enlarged heads 11, 11 of the horizontal rods 9, 9 and the outer surface of the formwork plates A, A. By inserting and engaging the wedges C, the pair of formwork plates A, A are joined with a predetermined distance maintained. Then, after placing reinforcing bars 14, 14 between the formwork plates A and A and fixing them to the respective clamping bodies 13, 13 of the separators B, B, concrete D is poured between the formworks A and A. It is. After the poured concrete D has hardened, the wedge C is removed and the form plates A, A are peeled off and removed from the concrete D. As shown in FIG. A structure with a protruding end will be constructed. and,
The protruding ends of the horizontal rods 9, 9 can be broken off from the end face of the concrete D by hitting them with a hammer or the like, as shown by the chain lines in the figure.
(考案の効果)
以上説明したように、本考案の型枠板は、耐水
強化処理を施したダンボール紙により形成した基
板の一面側に、上下に間隔をおいて断面山形の補
強杆を配設するとともに、前記基板と同様のダン
ボール紙による被覆板を、基板及び各補強杆の外
面に被着して、補強杆に沿つた山形の突条体を形
成し、それら突条体の長手方向に間隔をおいて、
突条体の頂部より基板に抜ける水平横断方向のセ
パレータ挿通孔を設けた構成としたので、
(1) 耐水、強化処理を施したダンボール紙板を主
体としているので、軽量で取扱い運搬が容易で
あるとともに、上部と下部とには補強杆が内在
されているので、型枠板としてコンクリートの
側圧に十分耐える強度と剛性とが得られる。(Effects of the invention) As explained above, the formwork board of the invention has reinforcing rods with a chevron-shaped cross section arranged vertically at intervals on one side of the substrate formed of cardboard paper treated to strengthen water resistance. At the same time, a covering plate made of corrugated paper similar to that of the substrate is attached to the outer surface of the substrate and each reinforcing rod to form a chevron-shaped protrusion along the reinforcing rod, and the longitudinal direction of the protrusion is At intervals,
It has a structure with horizontal separator insertion holes that pass through the board from the top of the protrusion, so: (1) Since it is mainly made of corrugated paperboard that has been treated to be water-resistant and reinforced, it is lightweight and easy to handle and transport. In addition, since reinforcing rods are built into the upper and lower parts, the formwork plate has sufficient strength and rigidity to withstand the lateral pressure of concrete.
(2) 補強杆が内在されているため、従来型枠にお
けるような横バタや縦バタを特に使用する必要
がなく、型枠の構成が簡易化され、施工が能率
よく行える。(2) Since the reinforcing rods are built-in, there is no need to use horizontal or vertical flaps like in conventional formwork, which simplifies the structure of the formwork and allows for efficient construction.
(3) 構造が簡単で材料費が安く、量産に適し、安
価に製作でき、使い捨てすることもできる。(3) It has a simple structure, low material cost, is suitable for mass production, can be manufactured at low cost, and can be disposable.
等多くの利点を有し、枠枠や布基礎等の簡易なコ
ンクリート構造物施工用の型枠板として好適なも
のである。It has many advantages such as, and is suitable as a form board for constructing simple concrete structures such as frames and cloth foundations.
第1図は本考案型枠板の一実施例を示す縦断面
図、第2図は同正面図、第3図は同型枠板による
施工状態を示す縦断面図、第4図は施工したコン
クリート構造物を示す縦断面図である。
1……基板、2,3……補強杆、4……被覆
板、5,6……突条体、7,8……セパレータ挿
通孔、A……型枠板、B……セパレータ、C……
くさび、D……コンクリート。
Fig. 1 is a longitudinal cross-sectional view showing one embodiment of the form plate of the present invention, Fig. 2 is a front view of the same, Fig. 3 is a longitudinal cross-sectional view showing the construction state using the form plate, and Fig. 4 is the concrete that has been constructed. FIG. 3 is a vertical cross-sectional view showing the structure. 1... Board, 2, 3... Reinforcement rod, 4... Covering plate, 5, 6... Projection body, 7, 8... Separator insertion hole, A... Form board, B... Separator, C ……
Wedge, D... concrete.
Claims (1)
した基板の一面側に、上下に間隔をおいて断面山
形の補強杆を配設するとともに、前記基板と同様
のダンボール紙による被覆板を、基板及び各補強
杆の外面に被着して、補強杆に沿つた山形の突条
体を形成し、それら突条体の長手方向に間隔をお
いて、突条体の頂部より基板に抜ける水平横断方
向のセパレータ挿通孔を設けたことを特徴とす
る、コンクリート型枠板。 Reinforcing rods with a chevron-shaped cross section are arranged vertically at intervals on one side of a substrate made of cardboard that has been treated to strengthen water resistance, and a covering plate made of cardboard similar to that of the substrate is attached to the substrate and each reinforcement. Horizontal separators attached to the outer surface of the rod to form chevron-shaped protrusions along the reinforcing rod, and passing through the top of the protrusions into the substrate at intervals in the longitudinal direction of the protrusions. A concrete form board characterized by having insertion holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13254486U JPH0412924Y2 (en) | 1986-08-29 | 1986-08-29 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13254486U JPH0412924Y2 (en) | 1986-08-29 | 1986-08-29 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6340438U JPS6340438U (en) | 1988-03-16 |
| JPH0412924Y2 true JPH0412924Y2 (en) | 1992-03-26 |
Family
ID=31032031
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP13254486U Expired JPH0412924Y2 (en) | 1986-08-29 | 1986-08-29 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0412924Y2 (en) |
-
1986
- 1986-08-29 JP JP13254486U patent/JPH0412924Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6340438U (en) | 1988-03-16 |
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