JPH0523711Y2 - - Google Patents

Info

Publication number
JPH0523711Y2
JPH0523711Y2 JP17138886U JP17138886U JPH0523711Y2 JP H0523711 Y2 JPH0523711 Y2 JP H0523711Y2 JP 17138886 U JP17138886 U JP 17138886U JP 17138886 U JP17138886 U JP 17138886U JP H0523711 Y2 JPH0523711 Y2 JP H0523711Y2
Authority
JP
Japan
Prior art keywords
formwork
plates
hole
holes
flat plates
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 - Lifetime
Application number
JP17138886U
Other languages
Japanese (ja)
Other versions
JPS6378648U (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 JP17138886U priority Critical patent/JPH0523711Y2/ja
Publication of JPS6378648U publication Critical patent/JPS6378648U/ja
Application granted granted Critical
Publication of JPH0523711Y2 publication Critical patent/JPH0523711Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (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、隣接するコンクリート型枠の連結構
造に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a structure for connecting adjacent concrete forms.

[従来技術] 法面保護工の一つとして、法面に格子状にコン
クリートを打設し、打設したコンクリート構造物
により取り囲まれた空間に植栽したり、或いはコ
ンクリートを枠内にさらに打設する工法が知られ
ている。
[Prior art] As one type of slope protection work, concrete is poured in a grid pattern on the slope, and trees are planted in the space surrounded by the poured concrete structure, or concrete is poured further within the frame. The method of construction is known.

ところで、所定の間隔を隔てて相向して配置さ
れた型枠を所定の間隔に保持するセパレータにつ
いては、多数提案されているが、しかし、隣接す
る型枠を連結する連結構造についての提案は少な
く、さらに敷設法面に不陸がある場合についての
該連結構造については、構造簡単で有効なものは
提案されていない。
By the way, there have been many proposals for separators that maintain a predetermined spacing between formworks that are placed facing each other with a predetermined spacing apart, but there are few proposals regarding a connecting structure that connects adjacent formworks. Furthermore, no simple and effective connection structure has been proposed for cases where the slope is uneven.

[考案の目的] 従つて本考案の目的は、不陸のある法面に型枠
を敷設するのに好適で構造簡単なコンクリート型
枠の連結構造を提供することにある。
[Objective of the invention] Therefore, the object of the invention is to provide a concrete formwork connection structure that is suitable for laying formwork on uneven slopes and has a simple structure.

[考案の構成] 本考案のコンクリート型枠の連結装置によれ
ば、2枚の平板と、その平板間に略平行に配置さ
れて平板を相互に連結している複数の帯状板とか
らなる型枠を備え、前記2枚の平板のうちの一方
の平板の端部の所に前記複数の帯状板の略中間に
位置して前記型枠の長手方向に延びる複数の第1
の長孔を形成し、平板を型枠の巾方向に挟持する
断面がコ字状の連結部材を設け、該連結部材の両
端部に前記第1の長孔と直交する複数の第2の長
孔を形成し、それらの互いに直交する第1の長孔
と第2の長孔との交叉部に形成される孔にその孔
を貫通して連結具を挿嵌している。
[Structure of the invention] According to the concrete formwork connecting device of the invention, a mold is formed of two flat plates and a plurality of band-shaped plates arranged approximately parallel to each other between the flat plates and interconnecting the flat plates. a frame, and a plurality of first plates located at an end of one of the two flat plates approximately in the middle of the plurality of strip plates and extending in the longitudinal direction of the form frame.
A connecting member having a U-shaped cross section is provided to sandwich the flat plate in the width direction of the formwork, and a plurality of second lengths perpendicular to the first long holes are provided at both ends of the connecting member. A hole is formed, and the connector is inserted into the hole formed at the intersection of the first long hole and the second long hole, which are perpendicular to each other.

[考案の作用効果] 従つて、隣接して法面に配置された型枠の両端
部を連結部材で上方から挟持し、それぞれの型枠
の第1の長孔と連結部材の第2の長孔との交叉部
で形成される孔に連結具を挿嵌し、簡単な構造で
両型枠を容易に連結することができる。
[Operation and effect of the invention] Therefore, both ends of the formworks placed adjacent to each other on the slope are held between the connecting members from above, and the first long hole of each formwork and the second long hole of the connecting member are connected. By inserting a connecting tool into the hole formed at the intersection with the hole, both formworks can be easily connected with a simple structure.

[望ましい実施の態様] 本考案の実施に際し、型枠は合成樹脂材で形成
するのが好ましい。このようにすると、型枠を軽
量化し、打設コンクリートの仕上面を綺麗にし、
また型枠の使用可能回数を増すことができる。
[Preferred Embodiment] When implementing the present invention, it is preferable that the mold is made of a synthetic resin material. In this way, the weight of the formwork is reduced, the finished surface of the poured concrete is made clean,
Furthermore, the number of times the formwork can be used can be increased.

本考案の実施に際し、連結具は合成樹脂材で、
先端部に長孔の幅より大径のテーパ部と、該テー
パ部とともに、型枠および連結部材を挟持するフ
ランジ部とを備えたボタン状に形成するのが好ま
しい。このようにすると、テーパ部の弾性を利用
してテーパ部を第1および第2の長孔の交叉部に
形成される孔に挿嵌し、また連結具の使用可能回
数を増すことができる。
When implementing this invention, the connector is made of synthetic resin material,
It is preferable to form a button shape with a tapered part having a diameter larger than the width of the elongated hole at the distal end and a flange part that holds the formwork and the connecting member together with the tapered part. In this way, the tapered part can be inserted into the hole formed at the intersection of the first and second elongated holes by utilizing the elasticity of the tapered part, and the number of times the connector can be used can be increased.

[実施例] 以下図面を参照して本考案の実施例を説明す
る。
[Examples] Examples of the present invention will be described below with reference to the drawings.

第1図において、型枠1は、合成樹脂製の2枚
の平板2と、その平板2間に略平行に配置され平
板2を相互に連結している複数(図示の例では4
枚)の合成樹脂製の帯状板3とから形成され、こ
れらにより長方形断面の空間S1ないしS3が形
成されている。
In FIG. 1, a formwork 1 includes two flat plates 2 made of synthetic resin, and a plurality of plates (in the illustrated example, four
3), and space S1 to S3 with a rectangular cross section are formed by these.

この型枠1のコンクリートに接しない側の平板
2の端部には、帯状板3の略中間に位置し、型枠
1の長手方向Yに長い複数(図示の例では2個)
の第1の長孔4,4が空間S1およびS2に向け
て形成されている。
At the end of the flat plate 2 on the side of the formwork 1 that does not touch the concrete, there are a plurality of pieces (two pieces in the illustrated example) located approximately in the middle of the strip plate 3 and long in the longitudinal direction Y of the formwork 1.
First elongated holes 4, 4 are formed toward spaces S1 and S2.

第2図において、連結部材である連結ケース5
は、型枠1の平板2を型枠1の幅方向Xに挟持す
るように下向きのコ字状断面に形成されている。
その型枠1の長手方向Yの長さは、型枠1の第1
の長孔4に設けられた部分の長さY1の2倍より
若干長く形成されている。そして、連結ケース5
の側部6は平板2の幅と同幅に形成され、そのコ
ンクリートに接しない側の両端部には、第1の長
孔4に直交する。すなわち連結ケース5の幅方向
Xの第2の長孔7が複数個(図示の例ではそれぞ
れ3個)形成されている。この第2の長孔7の長
さは、強度の許す範囲で長く形成するのが好まし
く、幅は第1の長孔4と同じ幅に形成されてい
る。
In FIG. 2, a connecting case 5 which is a connecting member
is formed in a downward U-shaped cross section so as to sandwich the flat plate 2 of the formwork 1 in the width direction X of the formwork 1.
The length of the formwork 1 in the longitudinal direction Y is the first
The length Y1 of the portion provided in the elongated hole 4 is slightly longer than twice the length Y1. And connection case 5
The side portions 6 are formed to have the same width as the flat plate 2, and the side portions 6 of the flat plate 2 are perpendicular to the first elongated holes 4 at both ends thereof on the side not in contact with the concrete. That is, a plurality of second long holes 7 (in the illustrated example, three holes each) are formed in the width direction X of the connection case 5. The length of the second long hole 7 is preferably as long as the strength allows, and the width is the same as that of the first long hole 4.

第3図において、連結具である連結ボタン10
は、合成樹脂材で形成されている。その連結ボタ
ン10は、つまみ部11と、フランジ部12と、
長孔4,7の幅より若干小径の軸部13と、前記
幅より若干大径のテーパ部14とよりなり、フラ
ンジ部12とテーパ部14で型枠1の平板2と連
結ケース5の側板6を挟持するようになつてい
る。そして、テーパ部14の径は、その弾性で長
孔4,7の幅を通過できるように形成されてい
る。
In FIG. 3, a connecting button 10 which is a connecting tool is shown.
is made of synthetic resin material. The connection button 10 includes a knob portion 11, a flange portion 12,
It consists of a shaft portion 13 with a diameter slightly smaller than the width of the elongated holes 4 and 7, and a tapered portion 14 with a diameter slightly larger than the width, and the flange portion 12 and the tapered portion 14 connect the flat plate 2 of the formwork 1 and the side plate of the connecting case 5. It is designed to hold 6. The diameter of the tapered portion 14 is formed such that its elasticity allows it to pass through the widths of the elongated holes 4 and 7.

次に第4図を参照して連結の態様を説明する。 Next, the mode of connection will be explained with reference to FIG.

第3図は、型枠1aと型枠1bとが法面の不陸
により凸状に折れ曲つて最下の帯状板3a,3b
が当接して配置された状態を示している。
Figure 3 shows that the formwork 1a and the formwork 1b are bent into a convex shape due to the unevenness of the slope, and the lowest strip plates 3a, 3b are formed.
It shows a state where the two are placed in contact with each other.

両側板1a,1bをまたいで連結ケース5を上
方からかぶせると、第1の長孔4a,4bと第2
の長孔7a,7bとによつて、それらの交叉部に
それぞれ孔A,B(図示の例では4個)が形成さ
れる。従つて、それぞれ少なくとも上下の1個づ
つの孔A,Bに連結ボタン10を挿嵌して両型枠
1a,1bを容易に連結することができる。
When the connecting case 5 is placed over both side plates 1a and 1b from above, the first elongated holes 4a and 4b and the second
The long holes 7a and 7b form holes A and B (four holes in the illustrated example) at their intersections, respectively. Therefore, it is possible to easily connect the formworks 1a, 1b by inserting the connecting buttons 10 into at least one upper and lower hole A, B, respectively.

長孔4a,4bは型枠1a,1bの長手方向に
形成され、長孔7a,7bは連結ケース5の幅方
向に形成されているので、両長孔の交叉部に形成
される孔A,Bは必ず存し、従つて、法面のあら
ゆる不陸に対して隣接する型枠1a,1bを連結
することができ、極めて便利である。また、この
連結構造は、格子状に連結して組立てられる型枠
の辺部および面取りにした隅部のすべてに実施す
ることができる。
Since the long holes 4a and 4b are formed in the longitudinal direction of the molds 1a and 1b, and the long holes 7a and 7b are formed in the width direction of the connecting case 5, the holes A and 4b are formed at the intersection of both long holes. B always exists, and therefore, adjacent formworks 1a and 1b can be connected to any unevenness of the slope, which is extremely convenient. Further, this connection structure can be applied to all the sides and chamfered corners of the formwork that is assembled in a lattice-like connection.

[まとめ] 以上説明したように本考案によれば、簡単な構
造で法面のあらゆる不陸に対応して隣接する型枠
を容易に連結することてができる。
[Summary] As explained above, according to the present invention, it is possible to easily connect adjacent formworks to cope with any unevenness of the slope with a simple structure.

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

図は本考案の一実施例を示し、第1図は型枠の
端部の斜視図、第2図は連結ケースの斜視図、第
3図は型枠を連結ケースおよび連結ボタンで連結
した状態を示す断面図、第4図は法面の不陸によ
り折れ曲つて配置された型枠の連結状態を示す斜
視図である。 A,B……第1および第2の長孔の交叉部に形
成される孔、1……型枠、2……平板、3……帯
状板、4……第1の長孔、5……連結ケース、6
……側部、7……第2の長孔。
The figures show an embodiment of the present invention, in which Fig. 1 is a perspective view of the end of the formwork, Fig. 2 is a perspective view of the connecting case, and Fig. 3 shows the formwork connected by the connecting case and the connecting button. FIG. 4 is a perspective view showing a connected state of the formwork bent due to the unevenness of the slope. A, B... Hole formed at the intersection of the first and second elongated holes, 1... Formwork, 2... Flat plate, 3... Strip plate, 4... First elongated hole, 5... ...Connection case, 6
...Side part, 7...Second long hole.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 2枚の平板と、その平板間に略平行に配置され
て平板を相互に連結している複数の帯状板とから
なる型枠を備え、前記2枚の平板のうちの一方の
平板の端部の所に前記複数の帯状板の略中間に位
置して前記型枠の長手方向に延びる複数の第1の
長孔を形成し、平板を型枠の巾方向に挟持する断
面がコ字状の連結部材を設け、該連結部材の両端
部に前記第1の長孔と直交する複数の第2の長孔
を形成し、それらの互いに直交する第1の長孔と
第2の長孔との交叉部に形成される孔にその孔を
貫通して連結具を挿嵌したことを特徴とするコン
クリート型枠の連結構造。
A formwork consisting of two flat plates and a plurality of strip plates arranged substantially parallel between the flat plates and interconnecting the flat plates, the end of one of the two flat plates A plurality of first elongated holes are formed at approximately midpoints of the plurality of band-shaped plates and extend in the longitudinal direction of the formwork, and the cross section for holding the flat plate in the width direction of the formwork is U-shaped. A connecting member is provided, a plurality of second long holes are formed at both ends of the connecting member, and the first long holes and the second long holes are perpendicular to each other. A connecting structure for concrete formwork, characterized in that a connecting tool is inserted into a hole formed at an intersection part by penetrating the hole.
JP17138886U 1986-11-10 1986-11-10 Expired - Lifetime JPH0523711Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17138886U JPH0523711Y2 (en) 1986-11-10 1986-11-10

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17138886U JPH0523711Y2 (en) 1986-11-10 1986-11-10

Publications (2)

Publication Number Publication Date
JPS6378648U JPS6378648U (en) 1988-05-25
JPH0523711Y2 true JPH0523711Y2 (en) 1993-06-17

Family

ID=31106966

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17138886U Expired - Lifetime JPH0523711Y2 (en) 1986-11-10 1986-11-10

Country Status (1)

Country Link
JP (1) JPH0523711Y2 (en)

Also Published As

Publication number Publication date
JPS6378648U (en) 1988-05-25

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