JPH0637074Y2 - Formwork connecting tool for slope protection construction - Google Patents

Formwork connecting tool for slope protection construction

Info

Publication number
JPH0637074Y2
JPH0637074Y2 JP8910990U JP8910990U JPH0637074Y2 JP H0637074 Y2 JPH0637074 Y2 JP H0637074Y2 JP 8910990 U JP8910990 U JP 8910990U JP 8910990 U JP8910990 U JP 8910990U JP H0637074 Y2 JPH0637074 Y2 JP H0637074Y2
Authority
JP
Japan
Prior art keywords
plate
formwork
horizontal bar
slope protection
side 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 - Lifetime
Application number
JP8910990U
Other languages
Japanese (ja)
Other versions
JPH0446136U (en
Inventor
健吾 木本
Original Assignee
健吾 木本
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 by 健吾 木本 filed Critical 健吾 木本
Priority to JP8910990U priority Critical patent/JPH0637074Y2/en
Publication of JPH0446136U publication Critical patent/JPH0446136U/ja
Application granted granted Critical
Publication of JPH0637074Y2 publication Critical patent/JPH0637074Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、オープンカット工法などにより造成した高
速道路や各種施設などに面する傾斜法面あるいは崩壊の
おそれのある急傾斜地などの法面保護工の造成の際に用
いる型枠の連結具に関するものである。
[Detailed Description of the Invention] [Industrial field of application] This invention is to protect slopes such as slopes facing highways and various facilities constructed by the open cut method or steep slopes that may collapse. The present invention relates to a connector for a formwork used when creating a work.

〔従来の技術〕[Conventional technology]

法面保護工の造成の際に用いる従来の型枠は、第2図及
び第3図に示すようにメタルラス、クランプ金網などを
用いた左右一対の側板1と、この両側板1を連結する連
結枠2とで構成したものである。
As shown in FIGS. 2 and 3, the conventional formwork used when forming the slope protection work is a pair of left and right side plates 1 using metal laths, clamp wire nets, etc. The frame 2 and the frame 2.

上記の連結枠2は、下側スターラップと称する上向きコ
字状の下側横筋3の下部辺に鋼棒から成る長い横棒4を
沿わせて溶接などの手段で固定し、また、上記下側横筋
3の上部両端に鋼棒から成る短い横棒5を溶接などの手
段で一体に固定したものである。
The connecting frame 2 is fixed by welding or the like along a long horizontal bar 4 made of a steel bar along the lower side of an upward U-shaped lower horizontal bar 3 called a lower stirrup. A short horizontal bar 5 made of a steel bar is integrally fixed to the upper ends of the lateral horizontal bars 3 by means such as welding.

各横棒4、5の外端は、下側横筋3の両側より突出させ
て連結部6として側板1に回動自在に係合させる。
The outer ends of the horizontal bars 4 and 5 are projected from both sides of the lower horizontal bar 3 and are rotatably engaged with the side plate 1 as a connecting portion 6.

上記回動自在の連結部6としては、輪状に屈曲して、こ
の輪状部を側板1を構成する縦方向の線材に回動自在に
係合させたり、側板1に輪状部を貫通させて、上記輪状
部に抜止部材を打込むなど任意の構造とする。
The rotatable connecting portion 6 is bent into a ring shape, and the ring-shaped portion is rotatably engaged with a vertical wire member forming the side plate 1, or the side plate 1 is penetrated through the ring-shaped portion. An arbitrary structure such as driving a retaining member into the annular portion is adopted.

また、上記の上部横棒5は、左右別のもので、その内端
は若干の開口7が生じるように間隔をおいて対向させ、
さらに、上部横棒5と同材料からなる左右の斜棒8の両
端を上部横棒5の内端と、下側横筋3の両側中間部に溶
接などの手段で固定する。
The above-mentioned upper horizontal bars 5 are left and right, and their inner ends are opposed to each other with a space so that a slight opening 7 is formed.
Further, both ends of the left and right swash bars 8 made of the same material as the upper horizontal bar 5 are fixed to the inner end of the upper horizontal bar 5 and the intermediate portions on both sides of the lower horizontal bar 3 by welding or the like.

なお、斜棒8の上端は、上部横棒5の上方に突出させて
ある。
The upper end of the swash bar 8 is projected above the upper horizontal bar 5.

上記構成された型枠Bは、連結枠2を側板1に沿わせて
両側板1を接近させた状態で運搬し、現場の型枠設置場
所で両側板1を開いて設置する。
The above-configured formwork B is transported with the connecting frame 2 along the side plate 1 with the both side plates 1 approaching each other, and the both side plates 1 are opened and installed at the on-site formwork installation place.

上記の型枠Bは、縦横に配置されると共に、対向端を平
面十字状態に集合させてある。
The form B is arranged vertically and horizontally, and the opposite ends are gathered in a plane cross shape.

〔考案が解決しようとする課題〕[Problems to be solved by the device]

縦横に設置した型枠の平面十字状態集合端の集合維持
は、針金などを用いて各型枠の側板隣接縁を連結するの
で、連結個所が著しく多くなり、手数がかかる問題があ
った。
In order to maintain the gathering of the plane cross-shaped gathering ends of the formwork installed vertically and horizontally, the side plate adjacent edges of each formwork are connected using a wire or the like.

そこで、この考案は極めて簡単に型枠の集合端を連結で
きるようにした法面保護工造成用型枠の連結具を提供す
ることを目的とする。
Therefore, an object of the present invention is to provide a connecting tool of a mold for forming slope protection construction which can connect the collecting ends of the molding extremely easily.

〔課題を解決するための手段〕[Means for Solving the Problems]

上記の目的を達成するために、この考案は平面L形に屈
曲した板状体と、この板状体の裏面屈曲部を挾む両側か
ら下向きに突出するよう設けたフックとで構成したもの
である。
In order to achieve the above object, the present invention comprises a plate-like member bent in a plane L shape, and a hook provided so as to project downward from both sides of the plate-like bent part of the back surface. is there.

〔作用〕[Action]

現場に運び込んで縦横に設置する型枠の対向端を平面十
字状に集合させ、そして上記型枠の側板の突き合わせ両
端部外側面に板状体を重ね合わせると共に、側板の網目
に上記板状体の各フックを貫通させ、次いで下方に板状
体をスライドさせながら、上記網目の下縁に嵌り込み係
合するフックを介し側板に板状体を固定し、上記板状体
を介し両側板の対向端部を連結する。
The opposite ends of the formwork, which is brought to the site and installed vertically and horizontally, are assembled into a plane cross shape, and the plate-like bodies are superposed on the outer surfaces of the abutting ends of the side plates of the formwork, and the plate-like body is meshed with the side plates. While penetrating each hook, slide the plate downward, fix the plate to the side plate through the hook that fits into and engages with the lower edge of the mesh, and opposes both side plates through the plate. Connect the ends.

〔実施例〕〔Example〕

以下、この考案に係る連結具を添付図面に基づいて説明
する。
Hereinafter, a connector according to the present invention will be described with reference to the accompanying drawings.

図において、Aは連結具である。In the figure, A is a connector.

上記の連結具Aは、第1図に示すように平面L形に屈曲
した板状体11と、この板状体11の裏面屈曲部を挾む両側
に配置して下向きに突出するよう設けたフック12とで構
成されている。
As shown in FIG. 1, the above-described connecting tool A is provided on both sides of the plate-shaped body 11 bent in a plane L shape and the back-side bent portion of the plate-shaped body 11 so as to project downward. It consists of hooks 12 and.

上記のフック12は、図示の場合板状体11を形成する金網
の縦方向の線材を横方向の線材と交差する部分の上側で
プレスにより切断すると共に、切断箇所から上方の線材
をプレスにより板状体11の裏面(後述の型枠の側板表面
に重なる面)にフック形状に屈曲成形しながら突出させ
てあるが、上記以外の方法、例えば溶接によりフックを
固着してもよい。
In the illustrated case, the hook 12 cuts the wire in the longitudinal direction of the wire mesh forming the plate-shaped body 11 by pressing above the portion intersecting with the wire in the lateral direction, and presses the wire above the cutting point by pressing. Although it is made to project while being bent and formed in a hook shape on the back surface of the body 11 (the surface that overlaps the side plate surface of the mold frame described later), the hook may be fixed by a method other than the above, for example, welding.

なお、上記フック12は、図示の場合二個一組を上部と下
部とに設けたが、板状体11の大きさにより増減してもよ
い。
Although two hooks 12 are provided in the upper portion and the lower portion in the illustrated case, the hooks 12 may be increased or decreased depending on the size of the plate-shaped body 11.

また、上記連結具Aを使用する法面保護工造成用型枠B
は、第2図及び第3図に示すようにメタルラス、クラン
プ金網などを用いた左右一対の多孔性側板1と、この両
側板1を連結する連結枠2とで構成したものである。
Further, a slope protection construction frame B using the above-mentioned connecting tool A
As shown in FIGS. 2 and 3, is composed of a pair of left and right porous side plates 1 using a metal lath, a clamp wire mesh, and the like, and a connecting frame 2 connecting the both side plates 1.

上記の連結枠2は、下側スターラップと称する上向きコ
字状の下側横筋3の下部辺に鋼棒から成る長い横棒4を
沿わせて溶接などの手段で固定し、また、上記下側横筋
3の上部両端に鋼棒から成る短い横棒5を溶接などの手
段で一体に固定したものである。
The connecting frame 2 is fixed by welding or the like along a long horizontal bar 4 made of a steel bar along the lower side of an upward U-shaped lower horizontal bar 3 called a lower stirrup. A short horizontal bar 5 made of a steel bar is integrally fixed to the upper ends of the lateral horizontal bars 3 by means such as welding.

各横棒4、5の外端は、下側横筋3の両側より突出させ
て連結部6として側板2に回動自在に係合させる。
The outer ends of the horizontal bars 4 and 5 are protruded from both sides of the lower horizontal bar 3 and are rotatably engaged with the side plate 2 as a connecting portion 6.

上記回動自在の連結部6としては、輪状に屈曲して、こ
の輪状部を側板1を構成する縦方向の線材に回動自在に
係合させたり、側板1に輪状部を貫通させて、上記輪状
部に抜止部材を打込むなど任意の構造とする。
The rotatable connecting portion 6 is bent into a ring shape, and the ring-shaped portion is rotatably engaged with a vertical wire member forming the side plate 1, or the side plate 1 is penetrated through the ring-shaped portion. An arbitrary structure such as driving a retaining member into the annular portion is adopted.

また、上記の上部横棒5は、左右別のもので、その内端
は若干の開口7が生じるように間隔をおいて対向させ、
さらに、上部横棒5と同材料からなる左右の斜棒8の両
端を上部横棒5の内端と、下側横筋3の両側中間部に溶
接などの手段で固定する。
The above-mentioned upper horizontal bars 5 are left and right, and their inner ends are opposed to each other with a space so that a slight opening 7 is formed.
Further, both ends of the left and right swash bars 8 made of the same material as the upper horizontal bar 5 are fixed to the inner end of the upper horizontal bar 5 and the intermediate portions on both sides of the lower horizontal bar 3 by welding or the like.

なお、斜棒8の上端は、上部横棒5の上方に突出させて
ある。
The upper end of the swash bar 8 is projected above the upper horizontal bar 5.

上記構成された型枠Bは、連結枠2を側板1に沿わせて
両側板1を接近させた状態で運搬し、現場の型枠設置場
所で両側板1を開いて設置する。
The above-configured formwork B is transported with the connecting frame 2 along the side plate 1 with the both side plates 1 approaching each other, and the both side plates 1 are opened and installed at the on-site formwork installation place.

上記設置する型枠Bは、第4図に示すように縦横に配置
すると共に、対向端を平面十字状に集合させてある。
The form B to be installed is arranged vertically and horizontally as shown in FIG. 4, and the opposite ends are gathered in a plane cross shape.

その後に第4図及び第5図に示すよう型枠Bの側板1の
突き合わせ部分外側面に板状体11を重ね合わせると共
に、側板1の網目に各フック12を貫通させる。
Thereafter, as shown in FIG. 4 and FIG. 5, the plate-like body 11 is superposed on the outer surface of the abutting portion of the side plate 1 of the form B, and each hook 12 is penetrated into the mesh of the side plate 1.

上記のフック12は、網目の縦方向の網目長さよりも少し
短くしてあるので、容易に貫通させることができる。
Since the hook 12 is slightly shorter than the mesh length of the mesh in the longitudinal direction, it can be easily penetrated.

次いで下方に板状体11をスライドさせながら、上記網目
の下縁に嵌り込み係合するフック12を介し側板1に板状
体11を固定し、上記板状体11を介し各側板1の対向端を
連結する。
Next, while sliding the plate-like body 11 downward, the plate-like body 11 is fixed to the side plate 1 via the hook 12 that fits and engages with the lower edge of the mesh, and the opposite end of each side plate 1 is inserted through the plate-like body 11. To connect.

なお、型枠Bの設置後には、複数の下部主鉄筋21を開口
7から入れて下側横筋3の底辺上に適当間隔で配置し、
さらに複数の上部主鉄筋22を上部横棒5上に配置する。
In addition, after the form B is installed, a plurality of lower main reinforcing bars 21 are inserted from the openings 7 and arranged at appropriate intervals on the bottom side of the lower horizontal reinforcing bar 3,
Further, a plurality of upper main reinforcing bars 22 are arranged on the upper horizontal bar 5.

その後に上部スターラップと称する複数の下向きコ字形
の上側横筋23を、その両側辺が両側の上部主鉄筋22の外
側となり、各下側横筋3の両側辺と重なるよう装置す
る。
After that, a plurality of downward U-shaped upper horizontal bars 23 called upper stirrup are arranged so that both sides thereof are outside the upper main reinforcing bars 22 on both sides and overlap with both sides of each lower horizontal bar 3.

然るのち、上記型枠B内にコンクリートを打設する。After that, concrete is placed in the form B.

〔効果〕〔effect〕

以上のように、この考案に係る連結具を用いて型枠の平
面十字状に集合する側板の対向端を連結しておくと、型
枠の集合端のずれ動きを止めて集合状態を維持させるこ
とができるので、梁のピッチ割が確実になる。
As described above, when the opposite ends of the side plates that are assembled in the shape of a plane cross of the formwork are connected using the connection tool according to the present invention, the dislocation movement of the assembly end of the formwork is stopped and the assembled state is maintained. Therefore, the pitch division of the beam becomes reliable.

また、側板の網目にフックを貫通させ、そして下方に板
状体をスライドさせて上記網目の下縁にフックを係合さ
せる簡単な作業により側板の対向端を連結することがで
きるので、針金を用いた手間のかかる作業が不要にな
る。
Moreover, since the hooks penetrate through the mesh of the side plate, and the plate-like body is slid downward to engage the hook with the lower edge of the mesh, the opposite ends of the side plates can be connected. It eliminates the need for troublesome work.

さらに、側板の対向端に間隙があっても、側板に重なる
板状体により上記間隙を閉鎖することができる。
Further, even if there is a gap at the opposite end of the side plate, the gap can be closed by the plate-shaped body that overlaps the side plate.

このため、打設コンクリートの流出が阻止される。Therefore, the pouring concrete is prevented from flowing out.

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

第1図はこの考案に係る連結具の斜視図、第2図は型枠
の分解斜視図、第3図は組立てた型枠の縦断正面図、第
4図は連結具を用いて型枠を連結した平面図、第5図は
同上の縦断正面図である。 A……連結具、11……板状体、 12……フック。
FIG. 1 is a perspective view of a connector according to the present invention, FIG. 2 is an exploded perspective view of a mold, FIG. 3 is a vertical sectional front view of an assembled mold, and FIG. 4 is a mold using the connector. The connected plan view and FIG. 5 are vertical front views of the same. A ... Connector, 11 ... Plate, 12 ... Hook.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】平面L形に屈曲した板状体と、この板状体
の裏面屈曲部を挾む両側から下向きに突出するよう設け
たフックとから成る法面保護工造成用型枠の連結装置。
1. A formwork for forming a slope protection construction comprising a plate-like body bent in a plane L shape and hooks provided so as to project downward from both sides of the plate-like body sandwiching a backside bent portion. apparatus.
JP8910990U 1990-08-23 1990-08-23 Formwork connecting tool for slope protection construction Expired - Lifetime JPH0637074Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8910990U JPH0637074Y2 (en) 1990-08-23 1990-08-23 Formwork connecting tool for slope protection construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8910990U JPH0637074Y2 (en) 1990-08-23 1990-08-23 Formwork connecting tool for slope protection construction

Publications (2)

Publication Number Publication Date
JPH0446136U JPH0446136U (en) 1992-04-20
JPH0637074Y2 true JPH0637074Y2 (en) 1994-09-28

Family

ID=31822862

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8910990U Expired - Lifetime JPH0637074Y2 (en) 1990-08-23 1990-08-23 Formwork connecting tool for slope protection construction

Country Status (1)

Country Link
JP (1) JPH0637074Y2 (en)

Also Published As

Publication number Publication date
JPH0446136U (en) 1992-04-20

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