JPH0547791Y2 - - Google Patents

Info

Publication number
JPH0547791Y2
JPH0547791Y2 JP1001490U JP1001490U JPH0547791Y2 JP H0547791 Y2 JPH0547791 Y2 JP H0547791Y2 JP 1001490 U JP1001490 U JP 1001490U JP 1001490 U JP1001490 U JP 1001490U JP H0547791 Y2 JPH0547791 Y2 JP H0547791Y2
Authority
JP
Japan
Prior art keywords
side plate
formwork
bent
shaft member
horizontal bar
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
JP1001490U
Other languages
Japanese (ja)
Other versions
JPH03103336U (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 JP1001490U priority Critical patent/JPH0547791Y2/ja
Publication of JPH03103336U publication Critical patent/JPH03103336U/ja
Application granted granted Critical
Publication of JPH0547791Y2 publication Critical patent/JPH0547791Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、オープンカツ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した
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側板端縁部
にハンチ用屈曲部を形成する屈曲具に関するもの
である。
[Detailed explanation of the invention] [Industrial application field] This invention is suitable for use on sloped slopes facing expressways and various facilities created using the open cut construction method, etc., or slopes such as steep slopes that are at risk of collapse. This invention relates to a bending tool for forming a bent part for a corbel on the edge of a side plate of a formwork used when creating a protection 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1図及び第2図に示すように厚紙、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。
The conventional formwork used when constructing slope protection works is
As shown in Figures 1 and 2, a pair of left and right side plates 1 made of cardboard, metal lath, clamp wire mesh, etc.
and a connecting frame 2 that connects the both side plates 1.

上記の連結枠2は、下側スターラツプと称する
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 above-mentioned connecting frame 2 is fixed by welding or other means by placing a long horizontal bar 4 made of a steel rod along the lower side of an upwardly U-shaped lower horizontal reinforcement 3 called a lower stirrup. Short horizontal bars 5 made of steel rods are integrally fixed to both upper ends of the horizontal reinforcements 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 each horizontal bar 4, 5 protrude from both sides of the lower horizontal bar 3 and are rotatably engaged with the side panel 1 as connecting parts 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 may be bent into a ring shape and rotatably engaged with the vertical wire forming the side plate 1, or may be formed by penetrating the side plate 1 through the ring portion. Any structure may be used, such as driving a retaining member into the annular portion.

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。
In addition, the above upper horizontal bar 5 is separate for left and right,
The inner ends of the left and right diagonal bars 8 made of the same material as the upper horizontal bar 5 are arranged to face each other with a gap between them so that a slight opening 7 is formed, and both ends of the left and right diagonal bars 8 made of the same material as the upper horizontal bar 5 are connected to the inner ends of the upper horizontal bar 5 and the lower horizontal bars 3 Fixed by welding or other means to the middle part of both sides.

上記構成された型枠Aは、現場に運び込まれて
縦横に設置すると共に、各対向端を集合させる。
The formwork A configured as described above is carried to the site and installed vertically and horizontally, and the opposing ends are brought together.

このとき、両側板1の端に設けてあるハンチ部
形成屈曲部1′を重ね合わせてある。
At this time, the haunch-forming bent portions 1' provided at the ends of both side plates 1 are overlapped.

〔考案が解決しようとする課題〕[The problem that the idea attempts to solve]

側板の端にハンチ用屈曲部を形成する場合、手
で屈曲するので、著しく手数がかかると共に、手
が疲労する。
When forming the bent portion for the haunch at the end of the side plate, the bent portion must be bent by hand, which is extremely time consuming and causes fatigue to the hands.

また、手で屈曲するため、屈曲部の突出長さが
不均一になつたり、あるいは屈曲線が側板の上下
縁に対し直角にならないなどの問題があつた。
In addition, since it is bent by hand, there are problems such as the protruding length of the bent portion becoming uneven or the bending line not being perpendicular to the upper and lower edges of the side plate.

そして、この考案は極めて容易に屈曲すること
ができるようにした屈曲具を提供することを目的
とする。
The object of this invention is to provide a bending tool that can be bent extremely easily.

〔課題を解決するための手段〕[Means to solve the problem]

上記の目的を達成するために、この考案は末端
にハンドルを有する軸材と、この軸材の先端面か
ら末端面に向け型枠の側板全幅が嵌入する長さを
有し、かつ軸材の外周両側が開放するよう設けた
切込みとで構成したものである。
In order to achieve the above object, this invention has a shaft member with a handle at the end, a length that fits the entire width of the side plate of the formwork from the tip end face to the end face of the shaft member, and It is composed of notches provided so that both sides of the outer circumference are open.

〔作用〕[Effect]

切込みに側板の端部屈曲部分の全幅を差し込
む。
Insert the full width of the bent end of the side plate into the notch.

その後に把持したハンドルにより軸材を所定の
角度回動させながら、上記側板の端部を斜め外側
に突出するよう屈曲して屈曲部を得る。
Thereafter, while rotating the shaft member by a predetermined angle using the gripped handle, the end portion of the side plate is bent so as to protrude diagonally outward to form a bent portion.

〔実施例〕〔Example〕

以下、この考案に係る実施例を添付図面に基づ
いて説明する。
Embodiments of this invention will be described below with reference to the accompanying drawings.

第3図において、31は屈曲具である。 In FIG. 3, 31 is a bending tool.

上記の屈曲具31は末端にハンドル32を有す
る軸材33と、この軸材33の先端面から末端部
に向け型枠を構成する側板の全幅が嵌入する長さ
を有し、かつ軸材33の外周両側が開放するよう
設けた切込み34とで構成されている。
The above-mentioned bending tool 31 has a shaft member 33 having a handle 32 at the end thereof, and a length such that the entire width of the side plate constituting the formwork is fitted from the tip end face of the shaft member 33 toward the end portion. It consists of a notch 34 provided so that both sides of the outer periphery thereof are open.

上述の型枠Aは、第1図及び第2図に示すよう
に厚紙、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。
The above-mentioned formwork A is composed of a pair of left and right side plates 1 made of cardboard, metal lath, clamp wire mesh, etc., as shown in Figs. 1 and 2, and a connecting frame 2 that connects the side plates 1. It is.

上記の連結枠2は、下側スターラツプと称する
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 above-mentioned connecting frame 2 is fixed by welding or other means by placing a long horizontal bar 4 made of a steel rod along the lower side of an upwardly U-shaped lower horizontal reinforcement 3 called a lower stirrup. Short horizontal bars 5 made of steel rods are integrally fixed to both upper ends of the horizontal reinforcements 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 each of the horizontal bars 4 and 5 are made to protrude from both sides of the lower horizontal reinforcement 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 may be bent into a ring shape and rotatably engaged with the vertical wire rod constituting the side plate 1, or may be formed by penetrating the ring portion into the side plate 1. Any structure may be used, such as driving a retaining member into the annular portion.

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が生じるよう間隔をおい
て対向させ、さらに、上記横棒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。
In addition, the above upper horizontal bar 5 is separate for left and right,
The inner ends of the left and right diagonal bars 8 made of the same material as the horizontal bar 5 are arranged to face each other with an interval such that a slight opening 7 is formed, and both ends of the left and right diagonal bars 8 made of the same material as the horizontal bar 5 are connected to the inner ends of the upper horizontal bar 5 and the lower horizontal bar 3. Fixed by welding or other means to the middle part of both sides.

次に屈曲具31を用いた側板1の屈曲方法を説
明する。
Next, a method of bending the side plate 1 using the bending tool 31 will be explained.

まず、切込み34に側板1の端部全幅を差し込
む。
First, insert the entire width of the end of the side plate 1 into the notch 34.

その後に把持したハンドル32により軸材33
を第4図時計方向に所定の角度回動させると、上
記側板1の端部を第4図実線に示すように屈曲し
てハンチ用の屈曲1′を得る。
After that, the shaft member 33 is removed by the gripped handle 32.
When the side plate 1 is rotated by a predetermined angle clockwise in FIG. 4, the end of the side plate 1 is bent as shown by the solid line in FIG. 4 to form a bent 1' for the haunch.

なお、屈曲後、屈曲具31を抜き取る。 Note that after bending, the bending tool 31 is removed.

上記ハンチ用屈曲部1′を形成した型枠Aは、
第5図に示すように現場に運び込んで縦横に設置
する。
The formwork A in which the bent part 1' for the corbel was formed is:
As shown in Figure 5, they are brought to the site and installed vertically and horizontally.

なお、型枠A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。
After the formwork A is installed, a plurality of lower main reinforcing bars 21 are inserted through the opening 7 and placed on the bottom of the lower horizontal bar 3 at appropriate intervals, and a plurality of upper main reinforcing bars 22 are placed on the upper horizontal bar 5. Deploy.

その後に上部スターラツ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。
Thereafter, a plurality of downward U-shaped upper horizontal reinforcements 23 called upper stirrups are installed so that both sides thereof are outside of the upper main reinforcing bars 22 on both sides and overlap with both sides of each lower horizontal reinforcement 3.

その後に、上記型枠A内にコンクリートを打設
する。
After that, concrete is poured into the formwork A.

〔効果〕〔effect〕

以上のように、この考案に係る屈曲具を使用す
ることにより、側板の端部に極めて簡単かつ迅速
にハンチ用屈曲部を得ることができる。
As described above, by using the bending tool according to this invention, a bent part for a corbel can be obtained extremely easily and quickly at the end of a side plate.

また、屈曲部の屈曲線が側板の上下縁に対し直
角になり、かつ屈曲部の各部分の突出長さを均一
化することができる。
Moreover, the bending line of the bending part is perpendicular to the upper and lower edges of the side plate, and the protruding length of each part of the bending part can be made uniform.

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

第1図はこの考案に係る型枠の斜視図、第2図
は配筋した状態の縦断正面図、第3図は屈曲具の
斜視図、第4図は屈曲具の使用状態を示す平面
図、第5図は型枠を設置した平面図である。 31……屈曲具、32……ハンドル、33……
軸材、34……切込み。
Fig. 1 is a perspective view of the formwork according to this invention, Fig. 2 is a longitudinal sectional front view of the reinforced state, Fig. 3 is a perspective view of the bending tool, and Fig. 4 is a plan view showing the bending tool in use. , FIG. 5 is a plan view showing the formwork installed. 31...Bending tool, 32...Handle, 33...
Shaft material, 34...notch.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 末端にハンドルを有する軸材と、この軸材の先
端面から末端面に向け型枠の側板全幅が嵌入する
長さを有し、かつ軸材の外周両側が開放するよう
設けた切込みとから成る法面保護工造成用型枠の
側板屈曲具。
Consists of a shaft member with a handle at the end, and a notch that is long enough to fit the full width of the side plate of the formwork from the tip end face of the shaft member to the end face, and is made so that both sides of the outer periphery of the shaft member are open. Side plate bending tool for formwork for slope protection work.
JP1001490U 1990-02-02 1990-02-02 Expired - Lifetime JPH0547791Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1001490U JPH0547791Y2 (en) 1990-02-02 1990-02-02

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1001490U JPH0547791Y2 (en) 1990-02-02 1990-02-02

Publications (2)

Publication Number Publication Date
JPH03103336U JPH03103336U (en) 1991-10-28
JPH0547791Y2 true JPH0547791Y2 (en) 1993-12-16

Family

ID=31513616

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1001490U Expired - Lifetime JPH0547791Y2 (en) 1990-02-02 1990-02-02

Country Status (1)

Country Link
JP (1) JPH0547791Y2 (en)

Also Published As

Publication number Publication date
JPH03103336U (en) 1991-10-28

Similar Documents

Publication Publication Date Title
EP0927796A1 (en) Form panel and system
JPH0547791Y2 (en)
JPH0519384Y2 (en)
JPH0637072Y2 (en) Stirrup muscle
JPH0547790Y2 (en)
JPH0718790A (en) Distribution method for reinforcement
JPS63533A (en) Slope frame construction work
JP2534681Y2 (en) Precast beam formwork
JPH0421874Y2 (en)
JPH0547789Y2 (en)
JPH0542547B2 (en)
JPH0722413Y2 (en) PC half slab version
JPH0755220Y2 (en) Reinforcement structure of reinforced concrete beams
JPH0643235Y2 (en) Formwork for slope protection construction
JPH0632996Y2 (en) Stirrup muscle
JPH0738390Y2 (en) Formwork for legal form
JPH0716758Y2 (en) Formwork unit
JPH0437129Y2 (en)
JPS5853322Y2 (en) Vertical joints in underground walls
JPH04130329U (en) Formwork for creating slope protection works
JPH0322356Y2 (en)
JPH0732596Y2 (en) Formwork for slope protection construction
JP3011664B2 (en) Formwork for slope protection construction
JPS6245934B2 (en)
JP2000096771A (en) Method for constructing bar arrangement for floor

Legal Events

Date Code Title Description
EXPY Cancellation because of completion of term