JP4494520B1 - Leg frame forming tool - Google Patents

Leg frame forming tool Download PDF

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JP4494520B1
JP4494520B1 JP2009292960A JP2009292960A JP4494520B1 JP 4494520 B1 JP4494520 B1 JP 4494520B1 JP 2009292960 A JP2009292960 A JP 2009292960A JP 2009292960 A JP2009292960 A JP 2009292960A JP 4494520 B1 JP4494520 B1 JP 4494520B1
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frame
bar
forming tool
frame forming
leg bar
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JP2011132738A (en
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英史 山本
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日本緑研株式会社
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Abstract

【課題】保管又は運搬に際して占有空間が小さくて済み、重ね合わせることにより全体の嵩を減らすことができ、しかも施工に際して自由な間隔で並べることのできる法枠形成具を提供する。
【解決手段】底辺を接地させて立つ三角形の二辺に相当する外脚棒体12及び内脚棒体13からなる枠単位11,11を左右対称に一対配して、前記枠単位11相互を架設棒体14により繋いで一体にして構成され、枠単位11の双方は内脚棒体13の下端131から水平方向に接地棒体132を張り出させた法枠形成具1である。
【選択図】図1
An object of the present invention is to provide a method frame forming tool which requires only a small occupied space for storage or transportation, can reduce the overall bulk by overlapping, and can be arranged at a free interval during construction.
A pair of frame units (11, 11) consisting of an outer leg bar body (12) and an inner leg bar body (13) corresponding to two sides of a triangle standing with its base on the ground are arranged symmetrically, and the frame units (11) are mutually connected. The frame unit 11 is a unitary frame forming tool 1 in which a grounding bar 132 is projected in the horizontal direction from the lower end 131 of the inner leg bar 13.
[Selection] Figure 1

Description

本発明は、法枠を簡易に形成するための法枠形成具に関する。   The present invention relates to a method frame forming tool for easily forming a method frame.

法面や自然斜面などを補強する法枠は、法面に対して格子状に配置した鉄筋に沿って網状側枠を備えた法枠形成具を並べ、前記法枠形成具に添えた型枠内にモルタル(コンクリートを含む、以下同じ)を流し込む通常の吹付法枠工法(特許文献1)か、法面に対して格子状に配置した鉄筋に沿って網状側枠のない枠体のみの法枠形成具を並べ、前記法枠形成具にモルタルを盛る簡易吹付法枠工法(特許文献2又は特許文献3)かにより、構築する。吹付法枠工法により構築される法枠は、型枠が添えられているため、断面方形状(台形状)になり、簡易吹付法枠工法により構築される法枠は、モルタルが盛られるだけのため、断面半円弧状になる。   The frame that reinforces the slope and natural slope is a form frame attached to the frame forming tool by arranging the frame forming tools with mesh-like side frames along the reinforcing bars arranged in a grid pattern with respect to the slope. Ordinary spraying frame method (Patent Document 1) in which mortar (including concrete, the same applies below) is poured into the frame, or a frame-only method without reticulated side frames along the reinforcing bars arranged in a grid pattern on the slope A frame forming tool is arranged, and it constructs | assembles according to the simple spraying method frame construction method (patent document 2 or patent document 3) which puts mortar in the said method frame forming tool. Since the frame constructed by the spray method frame method is attached with a formwork, it becomes a cross-sectional square shape (trapezoidal shape), and the method frame constructed by the simple spray method frame method only has mortar Therefore, the cross section becomes a semicircular arc shape.

近年、簡易吹付法枠工法が多用されている。特許文献2が開示する法枠形成具(検測枠)は、一対の脚部を有する一対の第1部材と、第1部材同士を連結する第2部材とから構成され、前記第1部材の高さ方向中間部において一対の脚部を結ぶ方向に鉄筋保持部材を架設した構造である(特許文献2[請求項1]ほか)。また、特許文献3が開示する法枠形成具(法枠形成用鉄筋設置具)は、2つのアーチ状部材をクロスさせた枠部材と、前記枠部材の4つの脚のいずれかに架設した少なくとも一つの支持材とから構成され、鉄筋を係合させる係合部を支持材に設けた構造である(特許文献3[請求項1]ほか)。   In recent years, the simple spray method frame method has been frequently used. A frame forming tool (a measurement frame) disclosed in Patent Document 2 includes a pair of first members having a pair of legs and a second member that connects the first members to each other. This is a structure in which a reinforcing bar holding member is erected in a direction connecting a pair of legs in the intermediate portion in the height direction (Patent Document 2 [Claim 1] and others). In addition, the frame forming tool (the frame forming reinforcing bar installation tool) disclosed in Patent Document 3 is a frame member in which two arch-shaped members are crossed and at least one of the four legs of the frame member. It is a structure comprised from one support material, and provided with the engaging part which engages a reinforcing bar in a support material (patent document 3 [Claim 1] others).

特開2002-129579号公報JP 2002-129579 A 特開平07-317075号公報JP 07-317075 A 特開2003-213693号公報Japanese Patent Laid-Open No. 2003-213693

簡易吹付法枠工法は、枠体からなる安価な法枠形成具を並べてモルタルを盛るという簡易な施工で済むことから、法枠の構築に掛かるコストを低廉に抑えることができる利点がある。この簡易吹付法枠工法は、まず施工対象となる法面に網体を敷設し、格子状に配置した鉄筋に沿って適当間隔で法枠形成具を並べ、鉄筋と法枠形成具とをワイヤ等により結びつけた後、法枠形成具を基準にモルタルを吹き付けて盛り、法枠を形成する手順を踏む。これから分かるように、法枠形成具は鉄筋と結びつけられるまで自立して倒れないことが要求される。   The simple spraying method frame construction method has an advantage that the cost required for constructing a method frame can be kept low because it requires only a simple construction in which inexpensive method frame forming tools made of frames are arranged and mortar is added. This simple spraying method frame construction method first lays a net on the slope to be constructed, arranges the frame forming tools at appropriate intervals along the reinforcing bars arranged in a grid, and connects the reinforcing bars and the frame forming tools to the wires. After tying together, etc., mortar is sprayed on the basis of the legal frame forming tool, and the procedure for forming the legal frame is taken. As can be seen, the legal frame former is required not to fall on its own until it is tied to the reinforcing bar.

特許文献2が開示する法枠形成具は、第2部材により連結される2つの第1部材に一対の脚部を有することから、計4つの脚部により自立する。しかし、2つの第1部材を第2部材で連結する構成は、法枠形成具の大型化を招き、保管又は運搬に際して占有空間が大きくなる不便がある。また、法枠の外形を決める第1部材の間隔が第2部材により規制されてしまい、第1部材を自由な間隔で並べることが難しく、法枠における縦横の格子間隔が制限される問題がある。これは、特許文献3が開示する法枠形成具も同様である。   Since the frame forming tool disclosed in Patent Document 2 has a pair of leg portions on the two first members connected by the second member, it is self-supporting by a total of four leg portions. However, the configuration in which the two first members are connected by the second member leads to an increase in the size of the frame forming tool, and there is an inconvenience that the occupied space becomes large during storage or transportation. In addition, the interval between the first members that determine the outer shape of the frame is restricted by the second member, and it is difficult to arrange the first members at an arbitrary interval, and the vertical and horizontal lattice intervals in the frame are limited. . The same applies to the legal frame forming tool disclosed in Patent Document 3.

そこで、保管又は運搬に際して占有空間が小さくて済み、できれば重ね合わせることにより全体の嵩を減らすことができる形状であり、しかも法枠における縦横の格子間隔を自由にするため、実際の施工に際して自由な間隔で並べることのできる法枠形成具を開発するため、検討した。   Therefore, the space occupied during storage or transportation may be small, and if possible, the overall volume can be reduced by overlapping, and the vertical and horizontal lattice spacing in the frame is free, so it is free for actual construction. In order to develop a frame forming tool that can be arranged at intervals, it was studied.

検討の結果開発したものが、底辺を接地させて立つ三角形の二辺に相当する外脚棒体及び内脚棒体からなる枠単位を左右対称に一対配して、前記枠単位相互を架設棒体により繋いで一体にして構成され、枠単位の一方又は双方は、外脚棒体又は内脚棒体の少なくとも一方の下端から水平方向に接地棒体を張り出させた法枠形成具である。接地棒体が「水平方向に張り出す」とは、外脚棒体及び内脚棒体の下端すべてを含む平面内で、前記下端を結ぶ直線に交差して突出することを意味する。これにより、接地棒体と外脚棒体又は内脚棒体の下端とが、後述する三角形〜六角形の接地面Sを形成する。鉄筋は、外脚棒体、内脚棒体又は架設棒体にワイヤ等で結びつける。   What was developed as a result of the study was that a pair of frame units consisting of outer leg bars and inner leg bars corresponding to the two sides of a triangle standing on the bottom are grounded symmetrically, and the frame units are erected. One or both of the frame units are a frame forming tool in which a grounding rod is projected horizontally from the lower end of at least one of the outer leg bar or the inner leg bar. . The term “horizontally extending” means that the ground bar protrudes across a straight line connecting the lower ends in a plane including all the lower ends of the outer leg bar and the inner leg bar. Thereby, the grounding rod body and the lower end of the outer leg rod body or the inner leg rod body form a triangular to hexagonal grounding surface S described later. The reinforcing bars are tied to the outer leg bar body, the inner leg bar body or the erection bar body with a wire or the like.

枠単位を構成する外脚棒体及び内脚棒体、前記枠単位を繋ぐ架設棒体、そして外脚棒体又は内脚棒体の少なくとも一方の下端から水平方向に張り出す接地棒体は、同種又は異種の樹脂棒体又は金属棒体とすることができるが、これらはモルタルが盛られて法枠の補強材となるほか、入手容易で加工も容易なことから、金属棒体が好ましい。   An outer leg bar body and an inner leg bar body constituting the frame unit, a construction bar body connecting the frame units, and a grounding bar body projecting horizontally from at least one lower end of the outer leg bar body or the inner leg bar body, The same or different types of resin rods or metal rods can be used, but these are preferably metal rods because mortar is used as a reinforcing material for the frame of the frame, and since they are readily available and easy to process.

金属棒体からなる枠単位は、別体である外脚棒体及び内脚棒体の上端を三角形の頂部で溶接して構成できるが、1本の棒体を折り曲げて外脚棒体及び内脚棒体を構成し、更に前記外脚棒体又は内脚棒体の下端を曲げて接地棒体を形成するとよい。また、金属棒体からなる架設棒体は、少なくとも内脚棒体に架設して各内脚棒体に溶接する、好ましくは外脚棒体に架設して外脚棒体及び内脚棒体すべてに溶接するとよい。   The frame unit consisting of metal bars can be constructed by welding the upper ends of the outer leg bars and inner leg bars, which are separate bodies, at the top of the triangle, but the outer leg bars and the inner legs can be folded by bending one bar. A leg bar body may be formed, and a lower end of the outer leg bar body or the inner leg bar body may be bent to form a ground bar. Further, the erected rods made of metal rods are at least erected on the inner leg rods and welded to the inner leg rods, preferably the outer leg rods and all the outer leg rods and the inner leg rods. It is good to weld to.

本発明の法枠形成具は、外脚棒体又は内脚棒体の下端が一直線上に並ぶ場合、法面に対して線接触する接地棒体と点接触する外脚棒体又は内脚棒体の下端とに囲まれる三角形(接地棒体が1つ)〜六角形(各外脚棒体に接地棒体が1つずつ)の接地面 Sに重心Gを収めることにより自立し、かつ接地棒体が突っ張って傾倒防止を実現する。また、本発明の法枠形成具は、接地棒体が張り出していても占有空間は小さく、接地棒体をずらせば複数の法枠形成具を重ねることができる。   When the lower end of the outer leg bar or the inner leg bar is aligned on a straight line, the outer frame bar or inner leg bar that makes point contact with the grounding bar that makes line contact with the slope Self-supporting and grounding by placing the center of gravity G on the grounding surface S of the triangle (one grounding bar) to hexagon (one grounding rod on each outer leg bar) surrounded by the lower end of the body The rod body is stretched to prevent tilting. In addition, the method frame forming tool of the present invention occupies a small space even when the grounding rod is overhanging, and a plurality of method frame forming tools can be stacked by shifting the grounding rod.

接地棒体が1つの場合、本発明の法枠形成具は、法面下方に接地棒体を向けることにより、傾倒防止が図られる。しかし、どのような向きにおいても傾倒防止を図るには、枠単位の双方から、外脚棒体又は内脚棒体の少なくとも一方の下端から水平方向かつ点対称に接地棒体を張り出させるとよい。この場合、2つの接地棒体と2つの外脚棒体又は内脚棒体の下端とに囲まれる四角形又は六角形の接地面Sに重心Gを収めることにより自立し、かつ接地棒体が点対称の2方向に突っ張って傾倒防止を実現する。   When there is one grounding rod, the frame forming tool of the present invention can be prevented from being tilted by directing the grounding rod toward the lower side of the slope. However, in order to prevent tilting in any orientation, the grounding rod body is projected horizontally and point symmetrically from the lower end of at least one of the outer leg bar body or the inner leg bar body from both frame units. Good. In this case, the center of gravity G is placed on the rectangular or hexagonal ground plane S surrounded by the two ground bars and the two outer leg bars or the lower ends of the inner leg bars, and the ground bar is pointed. Stretching in two symmetric directions prevents tilting.

本発明の法枠形成具は、枠単位の双方が、頂部から内脚棒体を鉛直方向に降ろし、内脚棒体の下端から水平方向に接地棒体を張り出させ、前記頂部から外脚棒体を枠単位の並び方向に向けて斜め下方に降ろし、外脚棒体の下端を接地端とし、それぞれの内脚棒体に直交して架設棒体を水平に架け渡した構成がより好ましい。これにより、直交する内脚棒体及び架設棒体の交点に鉄筋を宛てがうことにより、鉄筋と法枠形成具との位置関係を容易に特定できる。鉄筋が4本以上の場合、架設棒体を2本以上とし、内脚棒体及び架設棒体の交点を増やすとよい。   In the frame forming tool of the present invention, both of the frame units lower the inner leg bar vertically from the top, project the grounding bar horizontally from the lower end of the inner leg bar, and extend the outer leg from the top. More preferably, the rod body is lowered obliquely downward in the direction in which the frame units are arranged, the lower end of the outer leg rod body is a grounding end, and the construction rod body is bridged horizontally perpendicular to each inner leg rod body. . Thereby, the positional relationship between the reinforcing bar and the frame forming tool can be easily specified by allocating the reinforcing bar to the intersection of the orthogonal inner leg bar and the installation bar. When there are four or more rebars, it is good to use two or more erection bars and increase the number of intersections between the inner leg bar and the erection bar.

また、上記法枠形成具は、外脚棒体を斜め下方に降ろしたことにより、並べた法枠形成具の同じ側の外脚棒体を含む倣い平面に網状側枠を立てかけるように載せることができ、モルタルが流動することを抑制又は防止できるようになる。このように、外脚棒体に網状側枠を載せることにより、網状側枠を備えた法枠形成具を並べて構築される法枠(通常の吹付法枠工法により構築される法枠)と同等の法枠の構築を実現する。外脚棒体に載せた網状側枠は、例えばワイヤ等を用いて外脚棒体に結びつける。   In addition, the above-mentioned method frame forming tool is placed so that the net-like side frame is stood on the copying plane including the outer leg bar body on the same side of the arranged method frame forming tools by lowering the outer leg bar body obliquely downward. It is possible to suppress or prevent the mortar from flowing. In this way, by placing the mesh side frame on the outer leg bar body, it is equivalent to the method frame constructed by arranging the method frame forming tools provided with the mesh side frame (the method frame constructed by the normal spray method frame method). The construction of the legal framework is realized. The net-like side frame placed on the outer leg bar is tied to the outer leg bar using, for example, a wire.

法面に格子状に配置した鉄筋による位置合わせをより正確にするには、架設棒体は、途中に鉄筋受を形成した棒体にするとよい。すなわち、架設棒体に形成した鉄筋受に鉄筋を宛てがうことにより、前記鉄筋による法枠形成具の正確な位置合わせを実現する。また、法枠形成具を配置した後、更に別の鉄筋受に新たな鉄筋を宛てがうことにより、前記法枠形成具を介して新たな鉄筋の位置合わせをすることもできる。鉄筋受は、架設棒体に別途取り付ける別部材でもよいが、架設棒体が金属棒体である場合、一部を湾曲させた凹部により形成するとよい。   In order to make the alignment with the reinforcing bars arranged in a lattice pattern on the slope more accurately, the erected bar may be a bar having a reinforcing bar receiver formed on the way. That is, by aligning the reinforcing bar to the reinforcing bar receiver formed on the erection rod body, accurate alignment of the frame forming tool by the reinforcing bar is realized. In addition, after the method frame forming tool is arranged, a new reinforcing bar can be aligned via the method frame forming tool by assigning a new reinforcing bar to another reinforcing bar receiver. The reinforcing bar receiver may be a separate member that is separately attached to the erection bar, but when the erection bar is a metal bar, it may be formed by a concave part that is partially curved.

既述したように、本発明の法枠形成具は、外脚棒体に網状側枠を載せて、通常の吹付法枠工法により構築される法枠と同等の法枠の構築を実現する。前記網状側枠は、ワイヤ等により外脚棒体に結びつけるが、外脚棒体から突出するフックを一端又は両端に設けた架設棒体にすると、前記フックに網状側枠を引っ掛けるだけで位置決め及び位置固定ができるようになる。   As described above, the method frame forming tool of the present invention mounts a net-like side frame on the outer leg rod body, and realizes construction of a method frame equivalent to a method frame constructed by a normal spray method frame construction method. The reticulated side frame is connected to the outer leg bar body by a wire or the like. However, if the hook protruding from the outer leg bar body is a construction bar body provided at one end or both ends, the positioning and positioning can be performed only by hooking the reticulated side frame on the hook. The position can be fixed.

本発明の法枠形成具は、接地棒体が張り出している以外、保管又は運搬に際して占有空間が小さくて済み、前記接地棒体をずらすことにより重ね合わせて、全体の嵩を減らすことができる形状である。これは、多数の法枠形成具を保管及び運搬するための労力及びコストが低減される効果をもたらす。また、本発明の法枠形成具は、個々が占める接地面が小さいため、鉄筋に沿って狭い間隔で多数設置できる。これにより、法枠における縦横の格子間隔を自由にできる効果を得る。このほか、本発明の法枠形成具は、簡易吹付法枠工法だけでなく、外脚棒体に網状側枠を載せて通常の吹付法枠工法で法枠を構築できる。このため、簡易吹付法枠工法においてモルタルの流動を抑制又は防止したり、通常の簡易吹付法枠工法による強固な法枠の構築もできる汎用性の効果が得られる。   The method frame forming tool of the present invention has a shape that can occupy a small space for storage or transportation except for the grounding rod body protruding, and can be overlapped by shifting the grounding rod body to reduce the overall bulk. It is. This has the effect of reducing labor and cost for storing and transporting a large number of frame formers. In addition, since the method frame forming tool of the present invention occupies a small ground contact surface, a large number can be installed at narrow intervals along the reinforcing bars. As a result, an effect is obtained in which the vertical and horizontal lattice intervals in the normal frame can be freely set. In addition, the method frame forming tool of the present invention can construct a method frame not only by a simple spray method frame method but also by a normal spray method frame method by placing a net-like side frame on an outer leg bar. For this reason, the versatility effect which can suppress or prevent the flow of mortar in a simple spraying method frame construction method or can construct a strong method frame by a normal simple spraying method frame construction method is obtained.

本発明に基づく法枠形成具の一例を表す斜視図である。It is a perspective view showing an example of the legal frame formation tool based on this invention. 本例の法枠形成具を表す正面図である。It is a front view showing the frame forming tool of this example. 本例の法枠形成具を表す平面図である。It is a top view showing the method frame formation tool of this example. 本例の法枠形成具を表す側面図である。It is a side view showing the frame forming tool of this example. 本例の法枠形成具を重ね合わせた状態の図1相当斜視図である。FIG. 2 is a perspective view corresponding to FIG. 本発明に基づく法枠形成具の別例を表す斜視図である。It is a perspective view showing another example of the legal frame formation tool based on this invention. 本発明に基づく法枠形成具の別例を表す斜視図である。It is a perspective view showing another example of the legal frame formation tool based on this invention. 本発明に基づく法枠形成具の別例を表す斜視図である。It is a perspective view showing another example of the legal frame formation tool based on this invention. 本例の法枠形成具を用いる簡易吹付法枠工法により構築される法枠を表す斜視図である。It is a perspective view showing the method frame constructed | assembled by the simple spray method frame method using the method frame formation tool of this example. 本例の法枠形成具を用いる簡易吹付法枠工法の構築手順1を表す斜視図である。It is a perspective view showing the construction procedure 1 of the simple spraying method frame construction method using the method frame formation tool of this example. 本例の法枠形成具を用いた簡易吹付法枠工法の構築手順2を表す斜視図である。It is a perspective view showing the construction procedure 2 of the simple spraying method frame construction method using the method frame formation tool of this example. 本例の法枠形成具を用いた簡易吹付法枠工法の構築手順3を表す斜視図である。It is a perspective view showing the construction procedure 3 of the simple spraying method frame construction method using the method frame formation tool of this example. 本例の法枠形成具を用いた簡易吹付法枠工法における別の手順3を表す斜視図である。It is a perspective view showing another procedure 3 in the simple spraying method frame construction method using the method frame forming tool of this example. 本例の法枠形成具を用いた簡易吹付法枠工法の構築手順4を表す斜視図である。It is a perspective view showing the construction procedure 4 of the simple spraying method frame construction method using the method frame formation tool of this example. 本発明に基づく法枠形成具の別例を表す斜視図である。It is a perspective view showing another example of the legal frame formation tool based on this invention. 別例の法枠形成具を用いた簡易吹付法枠工法の構築手順4を表す斜視図である。It is a perspective view showing the construction procedure 4 of the simple spraying method frame construction method using the method frame formation tool of another example.

以下、本発明を実施するための形態を図に基づいて説明する。本発明に基づく法枠形成具1は、例えば図1〜図4に見られるように、底辺を接地させて立つ三角形の二辺の一方に当たる内脚棒体13を三角形の頂部111から鉛直方向に降ろし、残る他方に当たる外脚棒体12を前記頂部111から斜め下方に降ろした枠単位11を、線対称かつ各外脚棒体12の下端121と内脚棒体13の下端131とが直線上に並ぶように配置し、それぞれの内脚棒体13に直交して、外脚棒体12,12間に上下2段の架設棒体14,14を水平に架け渡して構成される。   Hereinafter, embodiments for carrying out the present invention will be described with reference to the drawings. As shown in FIGS. 1 to 4, for example, the frame forming tool 1 according to the present invention has an inner leg bar 13 that is in contact with one of two sides of a triangle that stands on the ground with its base in the vertical direction from the top 111 of the triangle. The frame unit 11 in which the outer leg bar 12 corresponding to the remaining other is lowered downward from the top 111 is line-symmetrically arranged so that the lower end 121 of each outer leg bar 12 and the lower end 131 of the inner leg bar 13 are linear. Are arranged so as to be lined up and arranged vertically, and two upper and lower erection rods 14, 14 are horizontally bridged between the outer leg rods 12, 12, perpendicular to the inner leg rods 13, respectively.

枠単位11は、1本の金属棒体を折り曲げて外脚棒体12及び内脚棒体13を構成し、更に内脚棒体13の下端131を曲げて接地棒体132を形成している。架設棒体14は、ちょうど中間に湾曲させた凹部からなる鉄筋受141を形成した金属棒体14であり、交差する外脚棒体12及び内脚棒体13に対してそれぞれ溶接している。上段の架設棒体14は上向きに凹んだ鉄筋受11、下段の架設棒体14は下向きに凹んだ鉄筋受141である。   In the frame unit 11, one metal bar is bent to form an outer leg bar 12 and an inner leg bar 13, and a lower end 131 of the inner leg bar 13 is further bent to form a ground bar 132. . The erection bar body 14 is a metal bar body 14 in which a reinforcing bar receiver 141 composed of a concave portion curved in the middle is formed, and welded to the intersecting outer leg bar body 12 and inner leg bar body 13, respectively. The upper erection bar body 14 is a reinforcing bar receiver 11 that is recessed upward, and the lower erection bar body 14 is a reinforcing bar receiver 141 that is recessed downward.

鉄筋31は、図2に見られるように、(1)下段の架設棒体14に形成した鉄筋受141に、又は(2)内脚棒体13と下段の架設棒体14との交点に宛てがうことにより、鉄筋31により法枠形成具1を位置合わせする。また、法枠形成具1を配置した後、(3)上段の架設棒体14に形成した鉄筋受141に、又は(4)内脚棒体13と上段の架設棒体14との交点に宛てがうことにより、法枠形成具1により新たな鉄筋31を位置合わせする。鉄筋31は、外脚棒体12、内脚棒体13又は架設棒体14にワイヤ33で結びつける(後掲図11以降参照)   As shown in FIG. 2, the reinforcing bar 31 is addressed to (1) the reinforcing bar receiver 141 formed on the lower erection bar 14 or (2) the intersection of the inner leg bar 13 and the lower erection bar 14. By galling, the frame forming tool 1 is aligned by the reinforcing bar 31. In addition, after the frame forming tool 1 is arranged, (3) the reinforcing bar receiver 141 formed on the upper erection bar 14 or (4) the intersection of the inner leg bar 13 and the upper erection bar 14 By repelling, the new reinforcing bar 31 is aligned by the frame forming tool 1. The reinforcing bar 31 is connected to the outer leg bar 12, the inner leg bar 13, or the erection bar 14 with a wire 33 (see FIG. 11 and later).

本例の法枠形成具1は、外脚棒体12の下端121それぞれを接地端とし、また内脚棒体13の下端131から枠単位11,11の並び方向に直交して(図3参照)、水平方向かつ点対称に接地棒体132を張り出させる。これにより、本例の法枠形成具1は、図1又は図3に見られるように、2つの接地棒体132と2つの外脚棒体12の下端121とに囲まれる四角形の接地面Sに重心Gを収めて自立し、かつ接地棒体132が点対称の2方向に突っ張って傾倒防止を実現する(図4参照)。   In the frame forming tool 1 of this example, each of the lower ends 121 of the outer leg bar 12 is a grounding end, and perpendicular to the arrangement direction of the frame units 11 and 11 from the lower end 131 of the inner leg bar 13 (see FIG. 3). ) The grounding rod 132 is projected horizontally and symmetrically. As a result, the frame forming tool 1 of this example has a quadrangular ground surface S surrounded by the two ground bars 132 and the lower ends 121 of the two outer leg bars 12, as shown in FIG. The center of gravity G is housed in a self-supporting state, and the grounding rod 132 is stretched in two point-symmetrical directions to prevent tilting (see FIG. 4).

本例の法枠形成具1は、既述したように、外脚棒体12の下端121と内脚棒体13の下端131とが直線上に並ぶように枠単位11,11を並べただけで、接地棒体132が突出するものの、占有空間は極めて小さい(特許文献2又は特許文献3比較対照)。このため、図5に見られるように、接地棒体132をずらして複数の法枠形成具1を重ねて保管又は運搬することができる。これは、大量の法枠形成具1を保管又は運搬することができることを意味し、前記保管又は運搬に要する手間及びコストを大幅に低減する。   In the frame forming tool 1 of this example, as described above, the frame units 11 and 11 are arranged so that the lower end 121 of the outer leg bar 12 and the lower end 131 of the inner leg bar 13 are aligned on a straight line. Thus, although the grounding rod 132 protrudes, the occupied space is extremely small (Comparative Reference 2 or 3). For this reason, as seen in FIG. 5, the ground rod 132 can be shifted and the plurality of frame forming tools 1 can be stacked or stored. This means that a large amount of the legal frame forming tool 1 can be stored or transported, and the labor and cost required for the storage or transport are greatly reduced.

本発明は、例えば図6に見られるように、一方の枠単位11の内脚棒体13の下端131からのみ接地棒体131を張り出させた法枠形成具1とすることもできる。この別例の法枠形成具1(図6参照)は、外脚棒体12及び内脚棒体13からなる枠単位11や架設棒体14の構成は上記例示の法枠形成具1(図1〜図4参照)と変わらないが、接地棒体132が1つであるため、線接触する接地棒体132と点接触する外脚棒体12の下端121とに囲まれる三角形の接地面Sに重心Gを収めることにより自立し、かつ接地棒体132が突っ張って一方方向(図6中左下方向)への傾倒防止を実現する点が相違する(他方の枠単位11の内脚棒体13の下端131は、外脚棒体12の下端121を結ぶ線上にあり、接地面Sの形成に寄与しない)。   For example, as shown in FIG. 6, the present invention can also be a method frame forming tool 1 in which the grounding rod 131 protrudes only from the lower end 131 of the inner leg rod 13 of one frame unit 11. In this other example, the frame forming tool 1 (see FIG. 6) includes the frame unit 11 including the outer leg bar body 12 and the inner leg bar body 13 and the construction of the erection bar body 14 as shown in the above-described example of the frame forming tool 1 (see FIG. 6). 1 to FIG. 4), but since there is one grounding rod 132, the triangular grounding surface S surrounded by the grounding rod 132 in line contact and the lower end 121 of the outer leg rod 12 in point contact. It is different in that it is self-supporting by placing the center of gravity G in the center, and the grounding rod 132 is stretched to prevent tilting in one direction (lower left in FIG. 6) (the inner leg rod 13 of the other frame unit 11). The lower end 131 is on a line connecting the lower end 121 of the outer leg rod 12 and does not contribute to the formation of the ground contact surface S).

また、より安定して自立させるため、例えば図7に見られるように、双方の枠単位11の外脚棒体12の下端121及び内脚棒体13の下端131のすべてから互い違いに接地棒体122,132を張り出させた法枠形成具1とすることもできる。この別例の法枠形成具1(図7参照)は、外脚棒体12及び内脚棒体13からなる枠単位11や架設棒体14の構成は上記例示の法枠形成具1(図1〜図4参照)と変わらないが、線接触する接地棒体122,132に囲まれる大きな六画形の接地面Sに重心Gを収めることにより自立し、かつ接地棒体122,132が突っ張って傾倒防止を実現する点が相違する。この別例の法枠形成具1(図7参照)でも、既述したように、接地棒体122,132をずらせば重ねることができる。   In order to make it more stable and independent, for example, as shown in FIG. 7, the grounding rods are alternately staggered from all of the lower end 121 of the outer leg bar 12 and the lower end 131 of the inner leg bar 13 of both frame units 11. It can also be set as the frame forming tool 1 which 122,132 overhangs. In this other example, the frame forming tool 1 (see FIG. 7) includes the frame unit 11 including the outer leg bar body 12 and the inner leg bar body 13 and the construction of the erection bar body 14 as shown in the above-described example of the frame forming tool 1 (see FIG. 7). 1 to 4)), but it is self-supporting by placing the center of gravity G in the large six-drawn ground contact surface S surrounded by the ground contact rods 122 and 132 that are in line contact, and the ground contact rods 122 and 132 are stretched to prevent tilting. The difference is realized. Even in this other example of the frame forming tool 1 (see FIG. 7), the ground rods 122 and 132 can be overlapped as described above.

このほか、架設棒体14は、枠単位11,11を繋げばよいことから、例えば図8に見られるように、架設棒体14を1本にした法枠形成具1とすることもできる。この別例の法枠形成具1(図8参照)は、外脚棒体12及び内脚棒体13からなる枠単位11の構成は上記例示の法枠形成具1(図1〜図4参照)と変わらないが、架設棒体14が1つになっている点で相違し、枠体としての構造強度は低下することから、架設棒体14が1本の法枠形成具1(図8参照)は、本例の法枠形成具1(図1〜図4参照)に比べて枠単位11の間隔を小さくした構成、すなわち比較的小型の構成にするとよい。このため、構築される法枠3(後掲図9参照)も小型になることから、配置される鉄筋31の数も少なくて済み、1本の架設棒体14に宛てがうだけでよい。   In addition, since the erection rod body 14 only needs to connect the frame units 11 and 11, for example, as shown in FIG. In this another example of the frame forming tool 1 (see FIG. 8), the structure of the frame unit 11 composed of the outer leg bar 12 and the inner leg bar 13 is the same as the above-described example of the frame forming tool 1 (see FIGS. 1 to 4). ), But is different in that there is only one erection rod 14 and the structural strength as a frame is reduced. Reference) is preferably a configuration in which the interval between the frame units 11 is smaller than that of the frame forming tool 1 of this example (see FIGS. 1 to 4), that is, a relatively small configuration. For this reason, since the constructed frame 3 (see FIG. 9 below) is also small, the number of reinforcing bars 31 to be arranged is small, and it is only necessary to address to one erection rod 14.

法枠3は、従来同種の法枠形成具(特許文献2又は特許文献3参照)を用いた場合と同様に、例えば図9に見られるように構築される。すなわち、法面2に設置した菱形金網21上に鉄筋31を格子状に配置し、前記鉄筋31に沿って等間隔に並べた法枠形成具1を目安としてモルタル34を盛り、法枠3を構築する。本例では、図9中左下方が法面下方としてモルタル34が流れ落ちることを抑制又は防止するため、横並びの法枠形成具1の前記法面下方側の外脚棒体12に網状側枠32を載せている。図示は省略するが、法枠3そのものを補強するため、法枠形成具1の両面に一対の網状側枠32を載せてもよい。   The frame 3 is constructed as shown in FIG. 9, for example, as in the case where a conventional frame forming tool of the same type (see Patent Document 2 or Patent Document 3) is used. That is, reinforcing bars 31 are arranged in a lattice pattern on a rhombus wire mesh 21 installed on the slope 2, and the mortar 34 is arranged using the method frame forming tool 1 arranged at equal intervals along the reinforcing bars 31 as a guide. To construct. In this example, in order to suppress or prevent the mortar 34 from flowing down with the lower left portion in FIG. 9 being the lower slope surface, the net-like side frame 32 is provided on the outer leg bar 12 on the lower side of the slope surface of the horizontal frame forming tool 1. Is on. Although illustration is omitted, a pair of net-like side frames 32 may be placed on both sides of the method frame forming tool 1 in order to reinforce the method frame 3 itself.

本例の法枠形成具1(図1〜図4参照)を用いて構築される法枠3(図9参照)の具体的な構築手順を説明する。まず、図10に見られるように、整地した法面2に菱形金網21(図9参照、図10以降は便宜上図示略)を設置した後、格子状に鉄筋31を配置する。このとき、鉄筋31の格子間隔が法枠3の格子間隔を決定する。このほか、図示は省略するが、横の鉄筋31や縦横の鉄筋31の交差点には、必要に応じて、アンカーを打ち込み、配筋31の位置関係を法面2に対して位置固定する。また、前記交差点には、アンカーを打ち込む貫通孔を有する専用のブロックを配置することもある。   A specific construction procedure of the method frame 3 (see FIG. 9) constructed using the method frame forming tool 1 (see FIGS. 1 to 4) of this example will be described. First, as can be seen in FIG. 10, a rhombus wire mesh 21 (see FIG. 9, not shown for convenience from FIG. 10 onward) is placed on the sloped slope 2, and then the reinforcing bars 31 are arranged in a grid pattern. At this time, the lattice spacing of the reinforcing bars 31 determines the lattice spacing of the normal frame 3. In addition, although illustration is omitted, anchors are driven at the intersections of the horizontal reinforcing bars 31 and the vertical and horizontal reinforcing bars 31 as necessary to fix the positional relationship of the reinforcing bars 31 with respect to the slope 2. In addition, a dedicated block having a through hole for driving an anchor may be arranged at the intersection.

法枠形成具1は、図11に見られるように、こうして法面2に配置された鉄筋31を跨いて配置される。そして、鉄筋31を持ち上げ、下段の架設棒体14に形成した下向きに凹んだ鉄筋受141に下方から宛てがうことにより、鉄筋31に対して法枠形成具1を位置決めし、最後にワイヤ33により鉄筋31を架設棒体14に結びつける。本例は、続いて図12に見られるように、上段の架設棒体14に形成した上向きに凹んだ鉄筋受141に新たな鉄筋31を上方から宛てがい、ワイヤ33により鉄筋31を架設棒体14に結びつけることにより、法枠形成具1をより安定的に位置固定する。   As shown in FIG. 11, the frame forming tool 1 is arranged across the reinforcing bars 31 arranged on the slope 2 in this way. Then, the reinforcing bar 31 is lifted, and the frame forming tool 1 is positioned with respect to the reinforcing bar 31 by placing the reinforcing bar 31 from below at the downwardly recessed reinforcing bar receiver 141 formed on the lower erection rod 14, and finally the wire 33. As a result, the rebar 31 is connected to the erection rod 14. In this example, as shown in FIG. 12, a new reinforcing bar 31 is applied from above to a reinforcing bar receiver 141 that is formed in the upper mounting bar 14 and is recessed upward, and the reinforcing bar 31 is mounted by a wire 33. By linking to 14, the frame forming tool 1 is fixed in a more stable position.

法枠形成具1相互の位置関係をより明確にし、かつ相互をより強固に繋ぎ合わせる場合、図13に見られるように、上下段の架設棒体14の各鉄筋受141ではなく、内脚棒体13と下段の架設棒体14との交点、及び内脚棒体13と上段の架設棒体14との交点にそれぞれ鉄筋31を宛てがい、ワイヤ33により結びつけるようにしてもよい。この場合、ワイヤ33の結束作業に手間が掛かるものの、4本の鉄筋31によって各法枠形成具1の姿勢が強固に規制されるため、法枠形成具1相互の位置関係をより明確にし、かつ相互をより強固に繋ぎ合わせることができる。   In order to clarify the positional relationship between the legal frame forming tools 1 and to connect each other more firmly, as shown in FIG. The reinforcing bars 31 may be routed to the intersections of the body 13 and the lower erection bar 14 and the intersections of the inner leg bar 13 and the upper erection bar 14, and may be connected by the wire 33. In this case, although the work of binding the wires 33 takes time, the posture of each frame forming tool 1 is firmly regulated by the four reinforcing bars 31, so that the positional relationship between the frame forming tools 1 is further clarified, And it is possible to connect each other more firmly.

本例の法枠形成具1は、外脚棒体12を斜め下方に降ろしたことにより、図14に見られるように、鉄筋31に沿って並べた法枠形成具1の同じ側の外脚棒体12を含む倣い平面に網状側枠32を立てかけて載せることができる。これにより、吹き付けて盛るモルタル34が流動することを抑制又は防止できる。網状側枠32は、外脚棒体12に立てかけた際、ワイヤ33により外脚棒体12や架設棒体14に結びつける。法枠形成具1及び網状側枠32は、モルタル34に埋め殺しされ、法枠3の内部構造部材となる。これから、強固な法枠3を構築するため、既述したように、残る一面の外脚棒体12にも網状側枠32を載せてもよい。   As shown in FIG. 14, the frame forming tool 1 of the present example has an outer leg on the same side of the frame forming tool 1 arranged along the reinforcing bars 31 as shown in FIG. The reticulated side frame 32 can be stood and placed on the copying plane including the rod 12. Thereby, it can suppress or prevent that the mortar 34 sprayed and accumulated flows. When the net-like side frame 32 is leaned against the outer leg rod body 12, it is connected to the outer leg rod body 12 and the construction rod body 14 by the wire 33. The legal frame forming tool 1 and the reticulated side frame 32 are buried in a mortar 34 and become an internal structural member of the legal frame 3. From now on, in order to construct a strong legal frame 3, as described above, the reticulated side frame 32 may be placed on the remaining outer leg bar 12 as well.

外脚棒体12に網状側枠32を載せることを前提とした場合、図15に見られるように、外脚棒体12から突出する架設棒体14の両端にフック142を設けた法枠形成具1を用いることもできる。この別例の法枠形成具1(図15参照)は、外脚棒体12及び内脚棒体13からなる枠単位11は上記例示の法枠形成具1(図1〜図4参照)と変わらないが、外脚棒体12から突出する架設棒体14の両端にフック142を設けた点が相違する。図示を省略するが、フック142は法枠形成具1の重ね合わせに際して邪魔にならないため、接地棒体131をずらせば多数の法枠形成具1を重ね合わせることができる(図5参照)。   Assuming that the reticulated side frame 32 is placed on the outer leg rod body 12, as shown in FIG. 15, a normal frame is formed by providing hooks 142 at both ends of the construction rod body 14 protruding from the outer leg rod body 12. The tool 1 can also be used. In this other example of the frame forming tool 1 (see FIG. 15), the frame unit 11 composed of the outer leg bar 12 and the inner leg bar 13 is the same as the above-described example of the frame forming tool 1 (see FIGS. 1 to 4). Although not changed, the difference is that hooks 142 are provided at both ends of the erection bar 14 projecting from the outer leg bar 12. Although not shown in the drawings, the hook 142 does not get in the way when the method frame forming tool 1 is superposed, so that a number of method frame forming tools 1 can be superposed by shifting the grounding rod 131 (see FIG. 5).

上記別例の法枠形成具1(図15参照)を用いれば、図16に見られるように、網状側枠32は、フック142に引っ掛けるだけで、ずれることなく容易に外脚棒体12に載せることができる。これにより、網状側枠32を法枠形成具1に位置固定する手間が省略できるほか、網目の大きさの範囲であるが、法枠形成具1に対する網状側枠32の位置決めも容易になり、施工時間を短縮させる。必要に応じて最小限度の外脚棒体12に網状側枠32を載せる場合、フック142のない法枠形成具1(図1〜図4参照)が突起部分のないことから好ましいが、ほぼ全部の外脚棒体12に網状側枠32を載せる場合、別例の法枠形成具1(図15参照)が好適である。   If the above-described another example of the frame forming tool 1 (see FIG. 15) is used, as shown in FIG. 16, the reticulated side frame 32 can be easily hooked onto the outer leg rod body 12 without being caught by hook 142. Can be placed. Thereby, in addition to the trouble of fixing the position of the mesh side frame 32 to the legal frame forming tool 1, it is easy to position the mesh side frame 32 with respect to the method frame forming tool 1, although it is in the range of the mesh size. Reduce construction time. When placing the reticulated side frame 32 on the minimum outer leg bar 12 as necessary, the frame forming tool 1 without the hook 142 (see FIGS. 1 to 4) is preferable because it has no protrusions, but almost all When the net-like side frame 32 is placed on the outer leg bar 12, another example of the frame forming tool 1 (see FIG. 15) is suitable.

1 法枠形成具
11 枠単位
12 外脚棒体
122 接地棒体
13 内脚棒体
132 接地棒体
14 架設棒体
141 鉄筋受
2 法面
3 法枠
31 鉄筋
32 網状側枠
G 重心
S 接地面
1 Leg frame forming tool
11 Frame unit
12 Outer leg rod
122 Ground rod
13 Inner leg rod
132 Ground rod
14 Construction rod
141 Reinforcement
2 Slope 3 Leg frame
31 Rebar
32 Reticulated side frame G Center of gravity
S Ground plane

Claims (5)

底辺を接地させて立つ三角形の二辺に相当する外脚棒体及び内脚棒体からなる枠単位を左右対称に一対配して、前記枠単位相互を架設棒体により繋いで一体にして構成され、
枠単位の一方又は双方は、外脚棒体又は内脚棒体の少なくとも一方の下端から水平方向に接地棒体を張り出させてなる法枠形成具。
A pair of frame units consisting of an outer leg bar body and an inner leg bar body corresponding to two sides of a triangle standing with its base on the ground are arranged symmetrically, and the frame units are connected to each other by an erection bar body to be integrated. And
One or both of the frame units is a normal frame forming tool in which a grounding rod is projected horizontally from the lower end of at least one of the outer leg bar or the inner leg bar.
枠単位の双方は、外脚棒体又は内脚棒体の少なくとも一方の下端から水平方向かつ点対称に接地棒体を張り出させた請求項1記載の法枠形成具。 The frame forming tool according to claim 1, wherein both of the frame units have a grounding bar projecting horizontally and point-symmetrically from the lower end of at least one of the outer leg bar or the inner leg bar. 枠単位の双方は、頂部から内脚棒体を鉛直方向に降ろし、内脚棒体の下端から水平方向に接地棒体を張り出させ、前記頂部から外脚棒体を枠単位の並び方向に向けて斜め下方に降ろし、外脚棒体の下端を接地端とし、それぞれの内脚棒体に直交して架設棒体を水平に架け渡した請求項1又は2いずれか記載の法枠形成具。 In both frame units, the inner leg bar is lowered vertically from the top, the ground bar is projected horizontally from the lower end of the inner leg bar, and the outer leg bar is arranged in the direction of the frame unit from the top. The frame forming tool according to claim 1 or 2, wherein the frame is lowered downward, and the lower end of the outer leg bar body is a grounding end, and the installation bar body is bridged horizontally perpendicular to each inner leg bar body. . 架設棒体は、途中に鉄筋受を形成した棒体である請求項1〜3いずれか記載の法枠形成具。 The method frame forming tool according to any one of claims 1 to 3, wherein the erection rod is a rod formed with a reinforcing bar receiver in the middle. 架設棒体は、外脚棒体から突出するフックを一端又は両端に設けた棒体である請求項1〜4いずれか記載の法枠形成具。 The frame forming tool according to any one of claims 1 to 4, wherein the erection bar is a bar provided with hooks projecting from the outer leg bar at one end or both ends.
JP2009292960A 2009-12-24 2009-12-24 Leg frame forming tool Expired - Fee Related JP4494520B1 (en)

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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07317073A (en) * 1994-05-28 1995-12-05 Nisshoku Corp Method of sloped form construction and gauge form used therefor
JP2004232350A (en) * 2003-01-30 2004-08-19 Kozai Steel:Kk Form for forming grating crib

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07317073A (en) * 1994-05-28 1995-12-05 Nisshoku Corp Method of sloped form construction and gauge form used therefor
JP2004232350A (en) * 2003-01-30 2004-08-19 Kozai Steel:Kk Form for forming grating crib

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