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JP4014143B2 - Embedded formwork for forming legal frames - Google Patents
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JP4014143B2 - Embedded formwork for forming legal frames - Google Patents

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Publication number
JP4014143B2
JP4014143B2 JP2002156671A JP2002156671A JP4014143B2 JP 4014143 B2 JP4014143 B2 JP 4014143B2 JP 2002156671 A JP2002156671 A JP 2002156671A JP 2002156671 A JP2002156671 A JP 2002156671A JP 4014143 B2 JP4014143 B2 JP 4014143B2
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JP
Japan
Prior art keywords
frame
mold
forming
mortar
wire
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JP2002156671A
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Japanese (ja)
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JP2003342958A (en
Inventor
卓雄 大倉
和正 柴田
淳司 片山
演允 光永
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Nisshoku Corp
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Nisshoku Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、法枠形成用埋め込み型枠の改良に関するものである。
【0002】
【従来の技術】
山腹の法面や、その他、道路や造成地などの法面の補強工法として、法面上に金網などの網状体を敷設し、この網状体の上に法枠成形用の埋め込み型枠を配置して、この型枠を埋めるようにモルタルまたはコンクリート(以下、モルタルという。)を吹き付けて、法面上に格子状の法枠を施工する工法がある。
【0003】
上記の法枠形成用埋め込み型枠として、図9に示すように、平行に相対向した網状の側型枠間に配置される連結用スペーサーが、2本の横方向の線材と、当該線材間に連結された2本の縦方向の線材とで構成され、横方向の線材の両端を側型枠に縦軸芯周りで回転自在に枢支連結することにより、折り畳み可能に構成されたものがある。
【0004】
上記の法枠形成用埋め込み型枠は、2枚の側型枠を重ね合わせるように折り畳んだ状態で法枠工事現場に搬入され、現地では、使用姿勢に展開して法面の所定位置に設置して自立させ、型枠内に上端主筋と下端主筋を横方向の線材で支持された状態に配筋し、型枠内・外にモルタルを吹き付けて、法枠を成形すべく使用される。
【0005】
【発明が解決しようとする課題】
しかし、従来の法枠形成用埋め込み型枠においては、網状の側型枠と連結用スペーサーとが直結されているため、側型枠が側方からの作業の障害物となって、下端主筋の連結用スペーサーの下段の線材に結束する作業や、上端主筋と下端主筋とにスターラップ(助筋)を巻き付けて施工する場合のスターラップと下端主筋を結束する作業が非常に面倒で、施工性が悪いという問題点があった。
【0006】
また、モルタルの吹き付け作業も上方からと上方の前後からとに制約されることから、スペーサーと上下の主筋との交差部の背面側へのモルタルの吹き付け不良が生じ易く、これが原因で空洞が形成されるようになり、更には、スペーサーや主筋を避けるようにしてのモルタルの吹き付けが困難であって、モルタルをスペーサーや主筋に吹き付けた際に、モルタルの一部がリバウンドして粒状化し、これが互いに結合することで、モルタルがポーラスな状態になり易く、法枠の強度が低下する懸念があった。
【0007】
本発明は、このような従来技術の問題点をふまえてなされたものであって、線材よりなる連結用スペーサーを備えた法枠形成用埋め込み型枠において、側型枠として網状体の使用を全て或いは大部分省略することが出来、しかも、側方からの諸作業、例えば、下端主筋を連結用スペーサーの下段の線材に結束する作業や、上端主筋と下端主筋にスターラップを巻き付けて施工する場合のスターラップと下端主筋を結束する作業、及び型枠内にモルタルを充填する作業等を容易に行なえるようにすることを課題とする。
【0008】
【課題を解決するための手段】
上記の課題を解決するために、本発明では、次のような技術的手段を講じている。即ち、請求項1に記載した発明では、複数本の線材により略矩形状に形成された一対の側面フレームに、複数の連結用スペーサーを回動可能に連結して、折りたたみ可能で且つ展開時に自立可能な骨組体を構成し、前記側面フレームに、横方向若しくは縦方向へ移動可能な移動線材を取り付けて法枠形成用埋め込み型枠を構成している。ここで謂う略矩形状とは、矩形は勿論の事、井形を組み合わた形状など、矩形から部分的にはみ出した部分が存在する形状のことを指す。
【0009】
上記の構成による法枠形成用埋め込み型枠は、何れも、骨組体の側面フレームを重ね合わせるように折り畳んだ状態で法枠工事現場に搬入でき、現地では、使用姿勢に展開して法面の所定位置に設置して自立することができる。
【0010】
しかも、低スランプのモルタルを使用するため、ある程度、例えば5cm〜10cm程の目合いとなるよう骨組が存在していれば、モルタルは型枠外に流れ出すことはなく、モルタル吹付けの際に目安となるだけで良いために、緩勾配であれば網を使用しなくとも骨組だけで法枠形成用埋め込み型枠を構成させることができる。
【0011】
殊に、骨組の側面フレームに取り付けた移動線材が、横方向若しくは縦方向へ移動自在であるから、側面フレームの一部をスライドさせることにより、型枠側面を開放して型枠側方からの作業スペースを形成することができる。
【0012】
従って、側方からの諸作業、例えば、下端主筋を連結スペーサー下段に結束する作業や、上端主筋と下端主筋とにスターラップ(助筋)を巻き付けて施工する場合のスターラップと下端主筋を結束する作業等を容易に行なえることになる。
【0013】
また、モルタルを充填後、型枠外に多めに付着したモルタル部を整形する際に、上記の移動線材をスライドさせることにより、容易に整形することが可能となるのである。
【0014】
尚、型枠内外にモルタルを吹付けて充填すると、主筋の裏側等、吹付け方向の裏側に充填不良箇所が生じることがあり、空洞(モルタル・コンクリート等の疎な部分)が形成される可能性が有るが、上記のとおり、網状の側型枠を使用せず骨組のみで型枠が構成されているため、必要に応じて型枠側方からも、型枠内にモルタルを吹き付けることができ、主筋の裏側等、吹付け方向裏側への充填不良を回避することができ、この面からも法枠の品質を向上し得る。
【0015】
請求項2に記載した発明では、複数本の線材により略矩形状に形成された一対の側面フレームに、複数の連結用スペーサーを回動可能に連結して、折りたたみ可能で且つ展開時に自立可能な骨組体を構成し、前記側面フレームに、横方向若しくは縦方向へ移動可能な移動線材を取り付けて、また、同一側面にあり且つ同一移動方向となる移動線材を、同時に動作可能となるよう連結部材により複数本連結させて法枠形成用埋め込み型枠を構成している。
【0016】
上記の構成によれば、側方からの諸作業を行なう等、移動線材をスライドさせる際に、一度の動作で複数本の移動線材をスライドさせて側面フレームを開閉することができ、効率的である。
【0017】
【発明の実施の形態】
以下、本発明の実施の形態を図面に基づいて説明する。図1〜図4は、本発明に係る法枠形成用埋め込み型枠の一例を示す。この法枠形成用埋め込み型枠は、線材(例えば、鋼性線材や軟鉄線材)で作成された折り畳み可能で且つ展開時に自立可能な骨組体1で構成されている。
【0018】
骨組体1は、平行に配置された複数本(図示の例では4本)の横線材2a,2b,2c,2dと、それらに溶接等の手段により連結された複数本(図示の例では4本)の縦線材3a,3b,3c,3dとで矩形状に形成された一対の側面フレーム4に、線材よりなる複数(図示の例では4個)の連結用スペーサー5を枢支連結し、また両端を折曲形成して略リング状もしくは鉤状とした移動線材6を前記横線材2a,2dに移動自在に装着して構成されている。
【0019】
連結用スペーサー5は、法枠形成用埋め込み型枠を使用姿勢に展開した状態において、側面フレーム4に対して直角な面内でX形に交差する2本の線材7a,7bと、両線材7a,7bの上下二箇所に溶接等の手段により連結した横方向の線材8a,8bとで構成されており、各線材7a,7b,8a,8bの両端にリング状部分を曲げ形成して、このリング状部分を側面フレーム4の縦線材3a,3b,3c,3dに縦軸線まわりで回転自在に枢着し、一対の側面フレーム4を自立姿勢と折り畳み姿勢とに切り換え可能としているのであって、この連結用スペーサー5を板材やプラスチック成形物にて同様の形状に作成してもよい。
尚、スペーサーの形状は上記に限られるものではなく、井型,門型等適宜選択することができる。
【0020】
上記の構成によれば、図3に示すように、骨組体1を折り畳んだ状態で法枠工事現場に搬入でき、現地では、骨組体1を使用姿勢に展開して法面の所定位置に自立させ、法枠形成用埋め込み型枠として法面上に設置することができる。
【0021】
そして、例えば、図4の(A)に示すように、上端主筋10aおよび下端主筋10bを必要本数、連結用スペーサー5の線材8a,8bで支持された状態に配筋し、これらの主筋10a,10bにスターラップ11を巻付け固定し、しかる後、法枠形成用埋め込み型枠の内外に低スランプのモルタル13を型枠内外に吹き付けて、法枠を形成することができる。
【0022】
この場合、上記の法枠形成用埋め込み型枠では、側面フレーム4に装着された移動線材6をスライドさせることができるため、側方からの諸作業、例えば、下端主筋10bを下段の線材8bに結束する作業や、スターラップ11と下端主筋10bを結束する作業等を容易に行なえるのである。
【0023】
殊に、上記の構成によれば、連結用スペーサー5が、2本の線材7a,7bをX形に交差させた筋交い構造となるため、非常に堅牢であり、幅方向に変形し難い。従って、等高線に沿った法枠部分を形成する際、連結用スペーサー5に支持させた主筋10a,10bの重量、特に作業員が主筋10a,10bを踏んだり、他物を主筋10a,10bに当接させた際の不測な荷重によって、型枠が幅方向に変形する虞がなく、法枠の品質向上を図り得る。
【0024】
また、型枠内外にモルタル13を吹き付けて充填すると、主筋10a,10bの裏側等、吹付け方向の裏側に充填不良箇所が生じることがあり、さらに、連結用スペーサー5が、側面フレーム4に対して直角な面内でX形に交差する2本の線材7a,7bと、両線材7a,7bの上下二箇所に横架した横方向の線材8a,8bとで構成されていると、主筋の長手方向一端側から型枠内にモルタル13を充填する場合、連結用スペーサー5のX形交差部の背面側への充填不良により、空洞(モルタル・コンクリート等の疎な部分)が形成される可能性が有るが、上記の通り、網状の側型枠を使用せず骨組で型枠が構成されており、型枠側面が広く空いているため、必要に応じて型枠側方からも、型枠内にモルタル13を充填することができ、主筋10a,10bの裏側等、吹付け方向の裏側や、連結用スペーサー5のX形交差部の背面側への充填不良を回避することができ、この面からも法枠の品質を向上し得る。
【0025】
更に、モルタル13吹き付け後、型枠外に多めに付着したモルタル13部を整形する際には、移動線材6をスライドさせることにより容易に側面を均すことが出来るのである。
【0026】
法枠の施工手順の一例を説明すると、次のとおりである。先ず、図5の(A)に示すように、法面に金網12を敷設した後、下端主筋10bを、予めスターラップ11に挿入した状態で、金網12上に設置し、その上に法枠形成用埋め込み型枠の骨組体1を設置した後、図5の(B)に示すように、下端主筋10bを連結用スペーサー5の線材8bに番線等(図示せず)で結束する。
【0027】
しかる後、図5の(C)に示すように、スターラップ11を持ち上げて、スターラップ11内に上端主筋10aを連結用スペーサー5の線材8aに戴置し且つ番線等(図示せず)で結束した後、スターラップ11を、上端主筋10aおよび下端主筋10bに番線等(図示せず)で結束し、図6の(A)に示すように、配筋作業を完了する。
【0028】
この場合、側面の移動線材6をスライドさせて型枠側面を開放しているため、手を差し込むことができ、連結用スペーサー5の線材8a,8bに対する上端主筋10a,下端主筋10bの結束作業や上端主筋10a,下端主筋10bに対するスターラップ11の結束作業を容易に行うことができる。
【0029】
この際、図2の(B)に示すように、同一側面に有る移動線材6を線材からなる連結部材17にて連結しておけば、一度の作業で複数カ所の開閉を行うことができるとともに、移動線材6,6を安定してスライドさせることができ、効率の面からも効果的である。
【0030】
そして、骨組体1の側面フレーム4にある移動線材6をスライドさせて所定の位置へ配置し、図6の(B)に示すように、法枠形成用埋め込み型枠の内外に低スランプのモルタル13を吹付けて、型枠内に充填する。
【0031】
この場合、図6の(B)に示すように、網状の側型枠は使用せず骨組であるため、型枠内に側方からもモルタル13を吹き付けることができ、主筋10a,10bの裏側等、吹付け方向の裏側や、連結用スペーサー5のX形交差部の背面側への充填不良を回避することができる。
【0032】
その後、型枠外に多く付着しすぎたモルタル13部が存在する場合、移動線材6をスライドさせてモルタル13過剰部分を均し、必要に応じて表面化粧吹き及び/またはコテ仕上げをすることで、所望の法枠を構築するのである。
【0033】
なお、図4に示すように、勾配等によりモルタルのダレが予測される箇所(例えば急勾配に法枠を施工する際の横梁下部分など)が有る場合には、側枠網14を適宜取り付けることが望ましく、この側枠網14は、骨組体1における各側面フレーム4の横線材2a,2b,2cに係合離脱可能な複数のフック9が溶接等の手段により付設されており、これらのフック9を横線材2a,2b,2cに係合させることにより、下側の側面フレーム4に、着脱自在に取り付けることができる。
【0034】
図7と図8は、上記の手順により施工された法枠を示す。図中の15は法枠間の金網12上に厚層に吹き付けた植生基盤材、16はアンカーである。尚、図7に示すように、予め、平地で骨組体1と上端主筋10a,下端主筋10bおよびスターラップ11,必要に応じて側枠網14を先組しておき、これを法面上の設置位置まで吊り込むこともできる。
【0035】
【発明の効果】
以上説明したように、本発明によれば、法枠形成用埋め込み型枠において、モルタル吹付けの際の目安となるだけでよいため、大部分の側型枠網の使用を省略することができ、大幅なコスト削減が達成できる。
【0036】
しかも、型枠を構成する骨組の一部を移動させることができるため、配筋や結束の作業性が向上すると共に、網状の側型枠によって邪魔されることなく、上方からと上方の前後からと側方からの同時的なモルタルの吹き付け作業が可能になることから、モルタルの吹き付け不良やモルタルのポーラスな施工を回避できるようになり、これによって法枠の強度的な品質の向上が確実に達成されるようになる。
【図面の簡単な説明】
【図1】本発明に係る法枠形成用埋め込み型枠の斜視図である。
【図2】本発明に係る法枠形成用埋め込み型枠の別の実施例の斜視図である。
【図3】法枠形成用埋め込み型枠の構成を説明する図である。
【図4】法枠形成用埋め込み型枠の構成を説明する図である。
【図5】法枠形成用埋め込み型枠を使用した法枠の施工手順の説明図である。
【図6】図4に続く施工手順の説明図である。
【図7】法枠形成用埋め込み型枠を使用した法枠の説明図である。
【図8】法枠形成用埋め込み型枠を使用した法枠の断面図である。
【図9】従来の法枠形成用埋め込み型枠の斜視図である。
【符号の説明】
1…骨組体、4…側面フレーム、5…連結用スペーサー、6…移動線材、
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to an improvement of an embedded mold for forming a legal frame.
[0002]
[Prior art]
As a method of reinforcing the slopes of the hillside and other slopes such as roads and construction sites, a mesh body such as a wire mesh is laid on the slope, and an embedded formwork for forming the frame is placed on this mesh body. Then, there is a construction method in which mortar or concrete (hereinafter referred to as mortar) is sprayed so as to fill the formwork, and a grid-like methodwork is constructed on the slope.
[0003]
As shown in FIG. 9, as the above-mentioned embedded formwork for forming a normal frame, a connecting spacer disposed between parallel side-faced formframes is provided between two horizontal wires and the wires. Is composed of two longitudinal wires connected to each other, and both ends of the horizontal wire are pivotally connected to the side mold frame around the longitudinal axis so as to be foldable. is there.
[0004]
The above-mentioned embedded mold for forming a frame is carried into the frame construction site in a folded state so that two side molds are overlapped. It is used to form a normal frame by placing the upper and lower main bars in a formwork, supported by horizontal wires, and blowing mortar into and out of the formwork.
[0005]
[Problems to be solved by the invention]
However, in the conventional embedded mold for forming a frame, since the net-shaped side mold and the connecting spacer are directly connected, the side mold becomes an obstacle to work from the side, and the bottom main reinforcement The work of binding the lower wire rod of the connecting spacer and the work of bundling the stirrup and the lower main bar when wrapping the stirrup (helper bar) around the upper main bar and the lower main bar are very troublesome and workable. There was a problem of being bad.
[0006]
In addition, since the mortar spraying operation is restricted from above and from above and below, it is easy for mortar to spray poorly on the back side of the intersection between the spacer and the upper and lower main bars. Furthermore, it is difficult to spray the mortar so as to avoid the spacers and main bars, and when the mortar is sprayed on the spacers and main bars, a part of the mortar rebounds and granulates. By bonding to each other, there is a concern that the mortar is likely to be in a porous state, and the strength of the frame is reduced.
[0007]
The present invention has been made in view of the above-described problems of the prior art, and in the embedded mold for forming a method frame provided with a connecting spacer made of a wire, all the use of a net-like body as a side mold is performed. Or most of the work can be omitted, and work from the side, for example, work to bind the bottom main bar to the lower wire of the connecting spacer, or wrap the stirrup around the upper and lower main bars It is an object of the present invention to make it possible to easily perform the work of binding the stirrup and the bottom main bar, the work of filling mortar into the mold, and the like.
[0008]
[Means for Solving the Problems]
In order to solve the above problem, the present invention takes the following technical means. That is, according to the first aspect of the present invention, a plurality of connecting spacers are rotatably connected to a pair of side frames formed in a substantially rectangular shape by a plurality of wires, and are foldable and self-supporting when deployed. A possible frame is constructed, and a movable frame material that can move in the horizontal direction or the vertical direction is attached to the side frame to constitute a method frame forming embedded mold frame. Here, the so-called “substantially rectangular shape” refers to a shape in which a portion that partially protrudes from the rectangle, such as a shape combining well shapes, as well as a rectangle.
[0009]
The embedded frame for forming a frame with the above configuration can be carried into the frame frame construction site in a folded state so that the side frames of the frame are overlapped. It can be installed at a predetermined position and can stand on its own.
[0010]
In addition, since a low slump mortar is used, if there is a framework to a certain extent, for example, about 5 cm to 10 cm, the mortar will not flow out of the mold, and when mortar is sprayed, For this reason, if it is a gentle gradient, the embedded frame for forming the frame can be configured with only the framework without using a net.
[0011]
In particular, since the moving wire attached to the side frame of the frame is movable in the horizontal direction or the vertical direction, by sliding a part of the side frame, the side of the mold frame is opened to release from the side of the mold frame. A working space can be formed.
[0012]
Therefore, various work from the side, for example, the work of bundling the lower main bar to the lower part of the connecting spacer, or the star wrap and the lower main bar when binding the upper and lower main bars with a stirrup (helper bar) wrapped It is possible to easily perform the work to be performed.
[0013]
In addition, after the mortar is filled, when the mortar portion adhering to the outside of the mold is reshaped, it can be easily reshaped by sliding the moving wire.
[0014]
In addition, when mortar is sprayed inside and outside the mold, filling may occur in the back side in the spraying direction, such as the back side of the main reinforcement, and cavities (sparse parts such as mortar and concrete) may be formed. However, as mentioned above, since the mold is composed of only the framework without using the reticulated side mold, the mortar can be sprayed into the mold from the side of the mold as needed. In addition, it is possible to avoid filling defects on the back side in the blowing direction such as the back side of the main bar, and the quality of the method frame can be improved also from this aspect.
[0015]
In the invention described in claim 2, a plurality of connecting spacers are rotatably connected to a pair of side frames formed in a substantially rectangular shape by a plurality of wires, and can be folded and self-supported when deployed. A connecting member that constitutes a framework and has a moving wire that can move in the horizontal direction or the vertical direction attached to the side frame, and that can move simultaneously on the same side and in the same moving direction. Thus, a plurality of frames are connected to form an embedded mold for forming a frame.
[0016]
According to the above configuration, when sliding the moving wire rod, such as performing various operations from the side, the side frame can be opened and closed by sliding a plurality of moving wire rods in one operation, which is efficient. is there.
[0017]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings. 1 to 4 show an example of an embedded mold for forming a legal frame according to the present invention. The embedded frame for forming a normal frame is composed of a skeleton 1 made of a wire material (for example, a steel wire material or a soft iron wire material) that can be folded and can stand up when deployed.
[0018]
The skeleton 1 includes a plurality (four in the illustrated example) of horizontal wires 2a, 2b, 2c, and 2d arranged in parallel, and a plurality (four in the illustrated example) connected to each other by means such as welding. A plurality of (four in the illustrated example) connecting spacers 5 made of a wire rod are pivotally connected to a pair of side surface frames 4 formed in a rectangular shape by the vertical wire rods 3a, 3b, 3c, and 3d. Further, the movable wire 6 is bent and bent at both ends so as to be substantially ring-shaped or bowl-shaped, and is movably mounted on the horizontal wires 2a and 2d.
[0019]
The connecting spacer 5 includes two wire rods 7a and 7b that intersect in an X shape within a plane perpendicular to the side frame 4 in a state where the embedded frame for forming the frame is expanded to the use posture, and both wire rods 7a. , 7b and the transverse wires 8a and 8b connected to the upper and lower portions by means of welding or the like, and ring-shaped portions are bent and formed at both ends of each wire 7a, 7b, 8a, 8b. The ring-shaped portion is pivotally attached to the vertical wires 3a, 3b, 3c, 3d of the side frame 4 so as to be rotatable around the vertical axis, and the pair of side frames 4 can be switched between a self-supporting posture and a folded posture, The connecting spacer 5 may be formed in a similar shape using a plate material or a plastic molded product.
The shape of the spacer is not limited to the above, and can be selected as appropriate, such as a well shape or a gate shape.
[0020]
According to said structure, as shown in FIG. 3, it can carry in to the frame construction site in the state which folded the frame 1 and expands the frame 1 to a use attitude | position in the field, and becomes independent at the predetermined position of a slope. And can be placed on the slope as an embedded mold for forming a frame.
[0021]
Then, for example, as shown in FIG. 4A, the upper main bars 10a and the lower main bars 10b are arranged in a state where they are supported by the necessary number of wires 8a and 8b of the connecting spacer 5, and these main bars 10a, The stirrup 11 is wound and fixed on 10b, and then a low slump mortar 13 is sprayed in and out of the embedded mold for forming the frame to form the frame.
[0022]
In this case, in the above-described embedded frame for forming a frame, the moving wire 6 attached to the side frame 4 can be slid, so that various operations from the side, for example, the lower end main reinforcement 10b is applied to the lower wire 8b. The work of bundling, the work of bundling the stirrup 11 and the bottom main bar 10b, etc. can be easily performed.
[0023]
In particular, according to the above-described configuration, the connecting spacer 5 has a bracing structure in which the two wire rods 7a and 7b intersect each other in the X shape, so that it is very robust and hardly deforms in the width direction. Therefore, when forming the normal frame portion along the contour line, the weight of the main muscles 10a and 10b supported by the connecting spacer 5, especially the operator steps on the main muscles 10a and 10b, or hits other objects against the main muscles 10a and 10b. There is no possibility that the mold will be deformed in the width direction due to an unexpected load at the time of contact, and the quality of the method frame can be improved.
[0024]
Moreover, when the mortar 13 is sprayed and filled in and out of the mold, there may be a filling failure portion on the back side in the spraying direction such as the back side of the main bars 10a and 10b. Further, the connecting spacer 5 is attached to the side frame 4. If it is composed of two wire rods 7a and 7b intersecting in an X shape within a plane perpendicular to each other, and horizontal wire rods 8a and 8b laid horizontally at two upper and lower portions of both wire rods 7a and 7b, When filling the mold with mortar 13 from one end in the longitudinal direction, cavities (sparse parts such as mortar and concrete) can be formed due to poor filling of the connecting spacer 5 to the back side of the X-shaped intersection. However, as mentioned above, the formwork is composed of a frame without using a reticulated side formwork, and the side face of the formwork is widely open. The frame can be filled with mortar 13, 10a, the back side of 10b or the like, the back or spraying direction, defective filling of the rear side of the X-shaped cross section of the connecting spacers 5 can be avoided, can improve the quality of legal frame from this plane.
[0025]
Further, after shaping the mortar 13 part that is attached to the outside of the mold after the mortar 13 is sprayed, the side surfaces can be leveled easily by sliding the moving wire 6.
[0026]
An example of the legal frame construction procedure is described as follows. First, as shown in FIG. 5A, after laying the wire mesh 12 on the slope, the bottom main bar 10b is installed on the wire mesh 12 in a state of being inserted into the stirrup 11 in advance, and the frame is placed on it. After the formation of the forming embedded frame 1, the lower principal bar 10 b is bound to the wire 8 b of the connecting spacer 5 with a wire or the like (not shown) as shown in FIG.
[0027]
Thereafter, as shown in FIG. 5 (C), the star wrap 11 is lifted, and the upper end main reinforcement 10a is placed in the stir wrap 11 on the wire 8a of the connecting spacer 5 and is connected with a wire or the like (not shown). After being bound, the stirrup 11 is bound to the upper main bar 10a and the lower main bar 10b with a wire or the like (not shown), and the bar arrangement work is completed as shown in FIG.
[0028]
In this case, since the side surface of the movable wire 6 is slid to open the side surface of the formwork, a hand can be inserted, and the upper end main bar 10a and the lower end main bar 10b can be bound to the wires 8a and 8b of the connecting spacer 5 The bundling operation of the stirrup 11 with respect to the upper main bar 10a and the lower main bar 10b can be easily performed.
[0029]
At this time, as shown in FIG. 2B, if the moving wire 6 on the same side is connected by a connecting member 17 made of a wire, a plurality of places can be opened and closed at one time. The movable wire rods 6 and 6 can be slid stably, which is also effective from the viewpoint of efficiency.
[0030]
Then, the moving wire 6 on the side frame 4 of the skeleton 1 is slid and placed at a predetermined position. As shown in FIG. 6B, the low slump mortar is placed inside and outside the embedded frame for forming the frame. 13 is sprayed to fill the mold.
[0031]
In this case, as shown in FIG. 6 (B), the skeleton 13 is used without using the reticulated side mold, so the mortar 13 can be sprayed from the side into the mold and the back side of the main bars 10a and 10b. Thus, it is possible to avoid poor filling of the back side in the spraying direction and the back side of the X-shaped intersection of the connecting spacer 5.
[0032]
After that, if there is 13 parts of mortar that has adhered too much outside the mold, the moving wire 6 is slid to smooth out the excess portion of the mortar 13, and if necessary, by applying a surface cosmetic blow and / or a trowel finish, Build the desired legal framework.
[0033]
In addition, as shown in FIG. 4, when there exists a part (for example, the lower part of a horizontal beam at the time of constructing a normal frame in a steep slope) where the dripping of the mortar is predicted by a gradient or the like, the side frame network 14 is appropriately attached Preferably, the side frame network 14 is provided with a plurality of hooks 9 that can be engaged and disengaged with the horizontal wires 2a, 2b, and 2c of the side frames 4 in the frame 1 by means of welding or the like. By engaging the hook 9 with the horizontal wires 2a, 2b, 2c, it can be detachably attached to the lower side frame 4.
[0034]
FIG. 7 and FIG. 8 show a method frame constructed by the above procedure. In the figure, reference numeral 15 denotes a vegetation base material sprayed in a thick layer on the wire mesh 12 between the frame frames, and 16 denotes an anchor. In addition, as shown in FIG. 7, the frame 1, the upper main muscle 10a, the lower main muscle 10b, the stirrup 11 and, if necessary, the side frame 14 are pre-assembled on a flat ground, and this is set on the slope. It can also be hung up to the installation position.
[0035]
【The invention's effect】
As described above, according to the present invention, in the embedded mold for forming a frame, it is only necessary to serve as a guide for spraying mortar, so that the use of most side mold frames can be omitted. A significant cost reduction can be achieved.
[0036]
In addition, since a part of the frame that forms the mold can be moved, the workability of reinforcement and binding is improved, and from above and from above and below without being disturbed by the net-like side mold. Mortar can be sprayed from the side and the side at the same time, so it is possible to avoid poor mortar spraying and porous mortar construction, which ensures the improvement of the strength of the legal frame. To be achieved.
[Brief description of the drawings]
FIG. 1 is a perspective view of an embedded mold for forming a frame according to the present invention.
FIG. 2 is a perspective view of another embodiment of the embedded frame for forming a frame according to the present invention.
FIG. 3 is a diagram for explaining the configuration of a method frame forming embedded mold;
FIG. 4 is a diagram for explaining the configuration of an embedded mold for forming a normal frame.
FIG. 5 is an explanatory diagram of a procedure for constructing a method frame using an embedded mold for forming a method frame.
FIG. 6 is an explanatory diagram of a construction procedure following FIG.
FIG. 7 is an explanatory diagram of a normal frame using an embedded mold for forming a normal frame.
FIG. 8 is a cross-sectional view of a method frame using an embedded mold for forming a method frame.
FIG. 9 is a perspective view of a conventional frame forming embedded mold frame.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Frame, 4 ... Side frame, 5 ... Connection spacer, 6 ... Moving wire,

Claims (2)

複数本の線材により略矩形状に形成された一対の側面フレームに、複数の連結用スペーサーを回動可能に連結して、折りたたみ可能で且つ展開時に自立可能な骨組体を構成し、前記側面フレームに、横方向若しくは縦方向へ移動可能な移動線材を取り付けて成る法枠形成用埋め込み型枠。A plurality of connecting spacers are rotatably connected to a pair of side frames formed in a substantially rectangular shape by a plurality of wire rods to form a skeleton that is foldable and capable of self-supporting when deployed. And an embedded mold for forming a frame by attaching a moving wire movable in the horizontal or vertical direction. 同一側面にあり、且つ同一移動方向となる移動線材を、連結部材により複数本連結させ、同時に動作可能としたことを特徴とする、請求項1に記載された法枠形成用埋め込み型枠。The embedded mold for forming a frame according to claim 1, wherein a plurality of moving wire rods on the same side and in the same moving direction are connected by a connecting member so as to be simultaneously operable.
JP2002156671A 2002-05-30 2002-05-30 Embedded formwork for forming legal frames Expired - Fee Related JP4014143B2 (en)

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