JP4311638B2 - Formwork for a legal frame and a legal frame construction method using the same - Google Patents

Formwork for a legal frame and a legal frame construction method using the same Download PDF

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JP4311638B2
JP4311638B2 JP2003373061A JP2003373061A JP4311638B2 JP 4311638 B2 JP4311638 B2 JP 4311638B2 JP 2003373061 A JP2003373061 A JP 2003373061A JP 2003373061 A JP2003373061 A JP 2003373061A JP 4311638 B2 JP4311638 B2 JP 4311638B2
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frame
formwork
reinforcing bar
slope
muscle
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JP2005133499A (en
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光博 吉田
直樹 徳永
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岡部株式会社
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Description

本発明は、法面(斜面)の緑化が可能な法枠を形成する法枠用型枠及びその施工方法に関する。   TECHNICAL FIELD The present invention relates to a method frame for forming a method frame capable of greening a slope (slope) and a method of construction thereof.

法面を安定化するために法枠工が用いられている。これは、地山斜面(法面)に対して、内側に鉄筋を配筋した法枠用型枠を傾斜方向と平行、あるいは傾斜方向と水平方向からなる格子状に設置し、この型枠内にコンクリート(又はモルタル)を現場で打設するものである。型枠内に配筋する鉄筋は、コンクリートに外力(特に引張力)が作用したときに法枠の形状を保つために少なくとも1本は必要である。このような法面を安定化させるための法枠用型枠が特許文献1に開示されている。この特許文献1に開示される法枠用型枠は法面の安定を主目的としているため、一般的には型枠断面(高さと幅)を200〜300mmとし、鉄筋を縦枠においては4本配筋している。   A frame work is used to stabilize the slope. This is because a frame for a frame with reinforcing bars on the inside is installed in a lattice shape parallel to the tilt direction or in the tilt direction and the horizontal direction with respect to the natural slope (slope). Concrete (or mortar) is placed on site. At least one reinforcing bar to be arranged in the mold is necessary to maintain the shape of the normal frame when an external force (particularly tensile force) is applied to the concrete. Patent Document 1 discloses a frame for a legal frame for stabilizing such a slope. Since the main frame for the frame disclosed in Patent Document 1 is mainly intended to stabilize the slope, the section of the mold (height and width) is generally 200 to 300 mm, and the reinforcing bar is 4 in the vertical frame. The main reinforcement.

図10は法面の植生を主目的として従来の型枠を用いたときの正面図である。
斜面角度が比較的緩やかな法面の植生のみを図る場合、一般的に型枠51の高さは100〜200mm程度とするので、コンクリート打設において、鉄筋52の被り厚さを確保して錆びつきを防止するために鉄筋52を型枠高さの中心に配筋する必要がある。このような用途で特許文献1に開示される法枠用型枠を用いた場合、鉄筋を法面に先置きする工法では、図示したように、スペーサ53の上筋54と下筋55が網状側枠56の上側に片寄って配設されることになる。このため、コンクリート打設時の圧力により、スペーサ53で結束されない側枠56の下側が撓んで広がり易くなり、適切な形状の法枠を得ることができない。
FIG. 10 is a front view when a conventional formwork is used mainly for slope vegetation.
When only vegetation on a slope with a relatively gentle slope angle is intended, the height of the formwork 51 is generally about 100 to 200 mm. Therefore, in concrete placement, the covering thickness of the rebar 52 is secured and rusted. In order to prevent sticking, it is necessary to arrange the reinforcing bar 52 at the center of the formwork height. In the case of using the frame for a frame disclosed in Patent Document 1 for such an application, in the method of placing a reinforcing bar in advance on a slope, as shown in the figure, the upper bar 54 and the lower bar 55 of the spacer 53 are reticulated. It will be arranged on the upper side of the side frame 56. For this reason, the lower side of the side frame 56 that is not bound by the spacer 53 is easily bent and spread by the pressure at the time of placing the concrete, so that a method frame having an appropriate shape cannot be obtained.

格子枠間の緑化を考慮した法枠形成用の枠体が特許文献2に開示されている。この枠体を用いた法枠工法は枠体を設置後に鉄筋を架設するものである。したがって法面に枠体を設置する際にロープ等を用いて目印を設ける必要があり、さらに目印に沿って枠体を設置した後にはその目印を除去する必要があるので、法枠形成に要する手間が繁雑となり面倒である。   Patent Document 2 discloses a frame for forming a normal frame in consideration of greening between lattice frames. In the frame method using this frame, a reinforcing bar is installed after the frame is installed. Therefore, when installing the frame on the slope, it is necessary to provide a mark using a rope or the like, and after installing the frame along the mark, it is necessary to remove the mark. It is cumbersome and cumbersome.

特開2001−303579号公報JP 2001-303579 A 特開平10−46595号公報JP 10-46595 A

本発明は、法面保護や緑化基礎として比較的小さな断面の法枠用型枠を使用する場合においても、鉄筋の被り厚さを十分に確保できるとともに適切な形状の法枠を得ることができ、施工工程の簡略化が可能な法枠用型枠及びこれを用いた法枠施工方法の提供を目的とする。   In the present invention, even when using a frame with a relatively small cross section as a slope protection or greening foundation, it is possible to secure a sufficient covering thickness of the reinforcing bar and obtain a frame with an appropriate shape. An object of the present invention is to provide a form for a frame that can simplify the construction process and a method for building a frame using the same.

前記目的を達成するため、請求項1の発明では、左右の網状側枠間に回動自在に連結するスペーサを備え、該スペーサは上筋と下筋を有し、前記下筋分割又は連続した左右一対の略L字形状からなり、該下筋の左右のL字形の縦部を前記上筋に固定するとともに、それらの下筋の左右のL字形の縦部によって、該縦部相互間に鉄筋を挟んで位置決めする下側が開いた鉄筋保持部を形成したことを特徴とする。 In order to achieve the object, according to the first aspect of the present invention, there is provided a spacer that is rotatably connected between the left and right mesh-like side frames , the spacer has an upper line and a lower line , and the lower line is divided or continuous. was made from a pair of left and right substantially L-shaped, is fixed to the vertical portion of the left and right L-shaped of the bottom muscle to the upper muscle, the vertical portion of the left and right L-shaped their lower muscle, between the said longitudinal portions mutually it characterized in that the formation of the reinforcing bar holding section lower side is opened to position across the rebar.

求項2の発明では、請求項1の法枠用型枠を用いた法枠の施工において、法面から所定高さの位置に鉄筋を配設し、該鉄筋に対して当該法枠用型枠に形成された前記鉄筋保持部を係合させながら法枠用型枠を法面に設置することを特徴とする。 In the invention Motomeko 2, in construction law frame using modulo frame for formwork according to claim 1, the reinforcing bar is disposed from the slope at a position of a predetermined height, for the method frame for the iron muscle A frame for a frame is placed on a slope while engaging the reinforcing bar holding portion formed on the frame.

さらに、請求項3の発明では、請求項1の法枠用型枠を用いた法枠の施工において、法面に鉄筋を仮置し、該鉄筋に沿って法枠用型枠を法面に設置した後、該鉄筋を前記法枠用型枠に形成された前記鉄筋保持部に持ち上げて結合することを特徴とする。 Furthermore, in the invention of claim 3, in the construction of the frame using the frame for the frame of claim 1 , a reinforcing bar is temporarily placed on the slope, and the frame for the frame is made a slope along the reinforcing bar. after placing, characterized in that it binds to lift the iron muscle the method frame mold formed frame in the reinforcing bar holding section.

請求項1の発明によれば、下筋の左右のL字形の縦部によって、それらの縦部相互間に鉄筋を挟んで位置決めする下側が開いた略コ字状空間からなる鉄筋保持部を形成したので、この鉄筋保持部内に鉄筋を挿入するだけで鉄筋を所定位置に簡便かつ的確に位置決めできることから、鉄筋を型枠に対して所定の位置へ簡便に収めることができる。また、上筋と下筋の側枠に対する結束位置の間隔を広くすることができるので、両側枠間の距離を十分保持できる位置にバランスよく上筋と下筋を結束でき、型枠内にコンクリートを打設したときの圧力により側枠が撓んで広がることを防止できる。 According to the first aspect of the present invention, the left and right L-shaped vertical portions of the lower bar form the reinforcing bar holding portion formed of a substantially U-shaped space having an open lower side that positions the reinforcing bar between the vertical portions. Therefore, since the reinforcing bar can be easily and accurately positioned at a predetermined position simply by inserting the reinforcing bar into the reinforcing bar holding portion, the reinforcing bar can be easily stored at a predetermined position with respect to the formwork. In addition, since the interval between the binding positions of the upper and lower muscles to the side frame can be widened, the upper and lower muscles can be bound in a well-balanced position so that the distance between the two side frames can be sufficiently maintained, and the concrete inside the mold It is possible to prevent the side frame from being bent and widened by the pressure at the time of placing.

請求項2の発明によれば、型枠の鉄筋保持部は下側が開放しているので、鉄筋を法面に対して所定高さに浮かせて先に配設した後に鉄筋が略コ字状の鉄筋保持部内に収まるように係合しながら型枠を設置することにより、型枠を簡便かつ的確に所定位置へ設置することができる。このため、鉄筋が型枠設置の際の目印となって便利である。また、型枠設置とともに鉄筋が鉄筋保持部に収まり鉄筋の配筋作業が完了し、すぐに鉄筋の結束作業を行うことができ、作業性が向上する。 According to the invention of claim 2, since the rebar holding part of the mold is open on the lower side, the rebar is arranged in a substantially U shape after the rebar is floated at a predetermined height with respect to the slope and disposed first. By installing the mold while engaging so as to fit within the reinforcing bar holding portion , the mold can be easily and accurately installed at a predetermined position . For this reason, the reinforcing bar is convenient as a mark when installing the formwork. In addition, the reinforcing bars are accommodated in the reinforcing bar holding part together with the formwork installation, and the reinforcing bar arranging work is completed, so that the reinforcing bar binding work can be performed immediately and the workability is improved.

請求項3の発明によれば、型枠の鉄筋保持部は下側が開放しているので、鉄筋を法面に仮置し、これを目印として型枠を設置した後、鉄筋を持ち上げて略コ字状の前記鉄筋保持部内に挿入することにより、鉄筋が所定位置に位置決めされるので、すぐに鉄筋の結束作業を行うことができ、作業性が向上する。 According to the invention of claim 3, since the lower part of the reinforcing bar holding portion of the mold is open, the reinforcing bar is temporarily placed on the slope, the mold is set up using the reinforcing bar as a mark, and then the reinforcing bar is lifted to substantially Since the reinforcing bar is positioned at a predetermined position by being inserted into the character-shaped reinforcing bar holding part, the binding work of the reinforcing bars can be immediately performed and workability is improved.

図1は本発明に係る法枠用型枠の斜視図であり、図2はその正面概略図である。
本発明に係る法枠用型枠1は、左右両側の金網からなる一対の側枠2とスペーサ3とにより構成される。側枠2の高さは、例えば法面の緑化を主目的とする場合には、100〜200mm程度のものを用いる。スペーサ3は上筋4と下筋5からなり、それぞれ側枠2に回動可能に連結される。各連結部は図1に示すように、上筋4及び下筋5の端部を折り返してフック状又はリング状に形成し、側枠2に巻きつけて回動可能に係止する。このため、型枠1は折畳んで側枠2を重ね合わせることができ、搬送や取扱いが容易となる。
FIG. 1 is a perspective view of a formwork frame according to the present invention, and FIG. 2 is a schematic front view thereof.
The form frame 1 for a legal frame according to the present invention is composed of a pair of side frames 2 and spacers 3 made of wire meshes on both the left and right sides. The height of the side frame 2 is, for example, about 100 to 200 mm when the main purpose is slope planting. The spacer 3 is composed of an upper bar 4 and a lower bar 5 and is connected to the side frame 2 so as to be rotatable. As shown in FIG. 1, each connecting portion is formed in a hook shape or a ring shape by folding the end portions of the upper and lower bars 4 and 5, wound around the side frame 2, and rotatably locked. For this reason, the mold 1 can be folded and the side frames 2 can be overlapped, which facilitates conveyance and handling.

下筋5は、直線の線材を曲げ加工した略L字形状の左右一対の下筋5a、5bで構成されて側枠2に連結される。各下筋5a、5bの一方の端部は前述したように側枠2に係止され、他方の端部は上筋4と交差し、その交差部分が溶接等で固定される。これにより、上側を上筋4、両側を左右の下筋5a、5bで囲まれる下側が開放した略コ字状の鉄筋保持部6が形成される。このように型枠1内の鉛直方向に形成された略コ字状空間の鉄筋保持部6内に鉄筋7を挿入することにより(図2参照)、鉄筋7は図示のように左右一対の下筋5a、5bの縦部相互間に挟まれて的確に位置決めされる。そして、コンクリート打設後においては鉄筋7の被り厚さを十分に確保することができる。なお、下筋5の直角状の折れ曲がり部分については、円弧状に湾曲させるような曲げ加工を施し、持ち上げたときに鉄筋7が鉄筋保持部6内に入りやすい構造としてもよい。 The lower line 5 includes a pair of left and right lower lines 5a and 5b having a substantially L shape obtained by bending a straight wire, and is connected to the side frame 2. As described above, one end of each of the lower bars 5a and 5b is locked to the side frame 2, and the other end crosses the upper bar 4, and the crossing portion is fixed by welding or the like. As a result, a substantially U-shaped reinforcing bar holding portion 6 is formed in which the upper side is surrounded by the upper muscle 4 and both sides are surrounded by the left and right lower muscles 5a and 5b. By inserting the reinforcing bar 7 into the reinforcing bar holding part 6 in the substantially U-shaped space formed in the vertical direction in the mold 1 in this way (see FIG. 2), the reinforcing bar 7 has a pair of left and right bottoms as shown. It is sandwiched between the vertical portions of the muscles 5a and 5b and positioned accurately. And after concrete placement, the covering thickness of the reinforcing bar 7 can be sufficiently secured. In addition, about the right-angled bending part of the lower bar | burr 5, it is good also as a structure which gives the rebar 7 into the reinforcing bar holding | maintenance part 6 when the bending process which curves in an arc shape is given and it lifts.

また、上筋4と下筋5の側枠2に対する各々の結束位置の間隔を広くすることができるので、上筋4と下筋5が側枠2の上側あるいは下側のいずれかに片寄って結束されることなく、両側枠2間の距離を十分保持できる位置にバランスよく上筋4と下筋5を結束でき、型枠1内にコンクリートを打設したときの圧力により側枠2が撓んで広がることを防止できる。   Moreover, since the space | interval of each bundling position with respect to the side frame 2 of the upper muscle 4 and the lower muscle 5 can be widened, the upper muscle 4 and the lower muscle 5 are shifted to either the upper side or the lower side of the side frame 2. Without being bound, the upper and lower bars 4 and 5 can be bound in a well-balanced position at a position where the distance between the two side frames 2 can be sufficiently maintained, and the side frame 2 is bent by the pressure when concrete is placed in the mold 1. Can be prevented from spreading.

この型枠1を法面に設置する際、鉄筋7をアンカーピン等を用いて予め法面に対して所定高さに浮かせて配設し、この鉄筋7が下側が開いた鉄筋保持部6に収まるようにして被せることにより鉄筋7を目印として型枠1を設置することができ、便利である。さらに、そのまま鉄筋7をスペーサ3に結束することができるので、作業工程が大幅に減少し、作業性が向上する。   When installing the formwork 1 on the slope, the reinforcing bars 7 are arranged in advance with a predetermined height with respect to the slope using anchor pins or the like, and the reinforcing bars 7 are attached to the reinforcing bar holding portion 6 whose lower side is opened. It is convenient because the formwork 1 can be installed by using the reinforcing bars 7 as a mark by covering them so as to fit. Furthermore, since the reinforcing bar 7 can be bound to the spacer 3 as it is, the work process is greatly reduced and workability is improved.

図3は本発明に関し別のスペーサを用いたときの正面図である。
本実施例のスペーサ3の下筋5はL字の折れ曲がり角度を鈍角にして鉄筋保持部6の開放部(鉄筋嵌め込み部)を広くしたものである。これにより、鉄筋7を鉄筋保持部6に配筋しやすくなり作業性が向上する。なお、片方の下筋5bを直角曲げ加工のL字形状とし、他方の下筋5aを鈍角曲げ加工の略L字形状としてもよい。この場合、下筋5a又は5bのいずれか又は両方に弾性を有する線材を用いて鉄筋7を弾性的に保持する構造としてもよい。その他の構成、作用、効果は図2と同様である。
FIG. 3 is a front view of the present invention when another spacer is used.
The lower bar 5 of the spacer 3 of the present embodiment has an L-shaped bending angle made obtuse and has a wide open part (rebar fitting part) of the reinforcing bar holding part 6. Thereby, it becomes easy to arrange the reinforcing bar 7 in the reinforcing bar holding part 6 and the workability is improved. Note that one lower bar 5b may be L-shaped by right-angle bending, and the other lower bar 5a may be substantially L-shaped by obtuse angle bending. In this case, it is good also as a structure which hold | maintains the reinforcement 7 elastically using the wire which has elasticity in either the lower reinforcement 5a or 5b, or both. Other configurations, operations, and effects are the same as those in FIG.

図4は本発明に関する比較例を例示した正面図である。
比較例に係るスペーサ3の下筋5では、図示のように左右の下筋5a,5b間の距離を広げ、鉄筋7を水平方向に2本配筋する場合を例示したもので、比較的寸法の大きい大形の法枠に適している。これに対して、本発明の場合は、上述のように左右一対の下筋5a、5b間の間隔が狭く、1本の鉄筋7が配筋可能な間隔に設定され、それらの下筋5a、5bの縦部相互間に挿入される鉄筋7を両側から挟んで簡便に位置決めできる点で特徴を有しており、比較的寸法の小さい小形の法枠に適している。
FIG. 4 is a front view illustrating a comparative example related to the present invention .
In the lower muscle 5 of the spacer 3 according to this comparative example, in which the lower muscle 5a of the right and left as shown, to expand the distance between 5b, exemplified a case in which two distribution muscle rebar 7 in the horizontal direction, compared Suitable for large size frames with large dimensions. On the other hand, in the case of the present invention, the interval between the pair of left and right lower bars 5a and 5b is narrow as described above, and is set to an interval at which one reinforcing bar 7 can be arranged. It is characterized in that it can be easily positioned by sandwiching the reinforcing bars 7 inserted between the vertical portions of 5b from both sides, and is suitable for a small frame having a relatively small size.

図5は本発明に関しさらに別のスペーサを用いたときの正面図である。
(A)は型枠1設置前の正面図であり、(B)は設置時の正面図である。本実施例のスペーサ3の上筋4は一方の端部4aが上方に向かって折れ曲がり、下筋5a,5bの端部は側枠2に巻き付けられたものである。このような構成としても型枠1の運搬時や保管時は折畳むことが可能であり、型枠1を法面に設置するときは上筋4の端部4aと側枠2を結束することにより、台形断面の型枠1を得ることができる。なお、両方の側枠2を傾斜させてもよい。この台形型枠を横枠として用い、傾斜した側枠2を法面の下側(麓側)に配置することにより、法枠が格子枠間の植生基材に対する日光を遮ることはないので格子内で均一に安定した植物の成長を図ることができる。一方、傾斜側枠2を法面の上側(頂上側)に配置することにより、格子内の植生基材上の過剰な雨水は法枠を越えて下側(麓側)に流れるため格子内の植物の根腐れ等を防ぐことができる。なお、上筋4の端部4aを通常のフック又はリング形状とし、上筋4の長さを短くして側枠2が斜めになるように取付けてもよい。その他の構成、作用、効果は、図2の実施例の場合と同様であるが、下筋5として図3のものを用いてもよい。
FIG. 5 is a front view of the present invention when still another spacer is used.
(A) is a front view before installation of the mold 1, and (B) is a front view at the time of installation. The upper line 4 of the spacer 3 of this embodiment has one end 4a bent upward and the ends of the lower lines 5a and 5b are wound around the side frame 2. Even with this configuration, the mold 1 can be folded during transportation or storage, and when the mold 1 is installed on the slope, the end 4a of the upper bar 4 and the side frame 2 are bound. Thus, the mold 1 having a trapezoidal cross section can be obtained. Both side frames 2 may be inclined. Since this trapezoidal formwork is used as a horizontal frame and the inclined side frame 2 is arranged on the lower side (back side) of the slope, the slope does not block sunlight against the vegetation base material between the lattice frames. The plant can be grown uniformly and stably. On the other hand, by arranging the inclined side frame 2 on the upper side (top side) of the slope, excess rainwater on the vegetation base material in the grid flows over the law frame to the lower side (麓 side). Plant root rot can be prevented. The end 4a of the upper bar 4 may have a normal hook or ring shape, and the length of the upper bar 4 may be shortened so that the side frame 2 is inclined. Other configurations, operations, and effects are the same as those in the embodiment of FIG. 2, but the lower muscle 5 shown in FIG. 3 may be used.

図6は本発明に関しさらに別のスペーサを用いたときの正面図である。
(A)は型枠1設置前の正面図、(B)は設置時の正面図であり、(C)は(A)のC−C断面図である。本実施例のスペーサ3の下筋5aは側枠2との連結部分におけるフック又はリング状の輪の部分を長孔8としたものである。このような構成としても型枠1の運搬時や保管時は折畳むことが可能であり、型枠1を法面に設置するときは側枠2の縦線2aを矢印方向に移動させることにより、台形断面の型枠1を得ることができる。その他の構成、作用、効果は、図5の実施例の場合と同様である。なお、図5及び図6の構成を単独又は組合わせて側枠2の両方を傾斜させて上述した効果を得る構造としてもよい。
FIG. 6 is a front view of the present invention when another spacer is used.
(A) is a front view before installation of the mold 1 , (B) is a front view at the time of installation, and (C) is a CC cross-sectional view of (A). The lower stripe 5a of the spacer 3 of the present embodiment has a long hole 8 at the hook or ring-shaped ring portion at the connecting portion with the side frame 2. Even with such a configuration, the mold 1 can be folded during transportation or storage, and when the mold 1 is installed on the slope, the vertical line 2a of the side frame 2 is moved in the direction of the arrow. A mold 1 having a trapezoidal cross section can be obtained. Other configurations, operations, and effects are the same as those in the embodiment of FIG. In addition, it is good also as a structure which obtains the effect mentioned above by making the structure of FIG.5 and FIG.6 single or combining, and making both the side frames 2 incline.

図7は本発明に関しさらに別のスペーサを用いたときの正面図である。
本実施例のスペーサ3の下筋5は、端部を側枠2より上方に突出させ、その高さをコンクリート打設後の法枠の高さとしたものである。これにより、型枠1設置後にコンクリートを吹付ける作業者はこの高さを目安としてコンクリートを吹付けて法枠を形成することができるので作業を簡単かつ確実に行うことができるとともに、一定形状の外観上良好な法枠が得られる(図の点線部分)。その他の構成、作用、効果は、図2の実施例の場合と同様である。
FIG. 7 is a front view of the present invention when another spacer is used.
Under muscles 5 of the spacer 3 of this embodiment, the end portion protruding from the side frame 2 upwards, is obtained by the height as that of the legal frame of the concrete after casting. Thus, an operator who sprays concrete after installing the mold 1 can spray the concrete with this height as a guideline to form a frame, so that the work can be performed easily and reliably, and a fixed shape can be obtained. A frame with a good appearance can be obtained (dotted line portion in the figure). Other configurations, operations, and effects are the same as those in the embodiment of FIG.

図8は本発明に関しさらに別のスペーサを用いた時の正面図である。
本実施例のスペーサ3の下筋5は図2における下筋5aと下筋5bの端部が連続して形成されたものである。このように下筋5を1本の線材を曲げ加工しても上述した効果を得ることができる。その他の構成、作用、効果は、図2の実施例の場合と同様である。
FIG. 8 is a front view of the present invention when another spacer is used.
The lower stripe 5 of the spacer 3 of the present embodiment is formed by continuously forming the ends of the lower stripe 5a and the lower stripe 5b in FIG. As described above, the above-described effect can be obtained even if the lower wire 5 is bent by one wire. Other configurations, operations, and effects are the same as those in the embodiment of FIG.

図9は本発明に係る法枠用型枠を用いた法枠施工方法の一例を示すフローチャートである。
まず、法面に縦枠用の鉄筋を載置して配設し、その上に横枠用の鉄筋を配設する(ステップS1)。次に、縦枠用の鉄筋と横枠用の鉄筋の交差部を結束する(ステップS2)。次に、鉄筋を持ち上げて、アンカーピン等により鉄筋を所定高さに浮かせた状態で保持する(ステップS3)。この後、法面に配設された鉄筋に沿って型枠を設置し(ステップS4)、鉄筋と型枠を結束する(ステップS5)。次に、型枠内にコンクリート(又はモルタル)を打設して(ステップS6)法枠を形成する。
FIG. 9 is a flowchart showing an example of a method for constructing a frame using the frame for a frame according to the present invention.
First, the vertical frame reinforcing bars are placed and arranged on the slope, and the horizontal frame reinforcing bars are arranged thereon (step S1). Next, the intersection of the vertical frame reinforcing bar and the horizontal frame reinforcing bar is bound (step S2). Next, the reinforcing bar is lifted and held in a state where the reinforcing bar is floated to a predetermined height by an anchor pin or the like (step S3). Thereafter, the formwork is installed along the reinforcing bars arranged on the slope (step S4), and the reinforcing bars and the formwork are bound (step S5). Next, concrete (or mortar) is placed in the mold (step S6) to form a method frame.

なお、図示はしないが本発明の型枠を用いた別の工法として、ステップS3とステップS4とを逆にする方法、すなわち法面に鉄筋を配設し、その後型枠を鉄筋の上に配設し、その後鉄筋を持ち上げて型枠に結束してもよい。   Although not shown, as another construction method using the formwork of the present invention, a method in which Step S3 and Step S4 are reversed, that is, reinforcing bars are arranged on the slope, and then the formwork is arranged on the reinforcing bars. Then, the reinforcing bars may be lifted and bound to the formwork.

このように、本発明に係る法枠施工方法は、予め鉄筋を法面に配設して型枠を鉄筋に沿わせて設置するので、鉄筋を目印として型枠を設置でき、型枠の位置決め用の目印を個別に必要とせずに型枠を所定位置に設置できる。このため、型枠設置のための目印を配設あるいは除去する作業を省略できるので、作業工程が減少する。また、型枠に形成された前記鉄筋保持部に対して鉄筋を挿入することによって簡便かつ的確に位置決めされ、鉄筋が型枠内の所定位置に収まるので、型枠の設置と同時に鉄筋の結束作業を行うことができるため作業性が向上する。 As described above, in the method for constructing a frame according to the present invention, since the reinforcing bars are arranged on the slope in advance and the formwork is installed along the reinforcing bars, the formwork can be installed using the reinforcing bars as a mark. The formwork can be installed at a predetermined position without requiring a positioning mark. For this reason, the work of arranging or removing the mark for installing the mold can be omitted, and the number of work steps is reduced. In addition, since the reinforcing bar is simply and accurately positioned by inserting the reinforcing bar into the reinforcing bar holding part formed in the mold , and the reinforcing bar is placed in a predetermined position in the mold, the binding work of the reinforcing bars simultaneously with the installation of the mold Therefore, workability is improved.

本発明に係る法枠用型枠の斜視図。The perspective view of the form frame for law frames concerning the present invention. 図1の正面概略図。FIG. 2 is a schematic front view of FIG. 1. 別のスペーサを用いたときの正面図。The front view when another spacer is used. 比較例を例示した正面図。 The front view which illustrated the comparative example . さらに別のスペーサを用いたときの正面図。The front view when another spacer is used. さらに別のスペーサを用いたときの正面図。The front view when another spacer is used. さらに別のスペーサを用いたときの正面図。The front view when another spacer is used. さらに別のスペーサを用いたときの正面図。The front view when another spacer is used. 本発明に係る法枠用型枠を用いた法枠施工方法の一例を示すフローチャート。The flowchart which shows an example of the law frame construction method using the form frame for law frames concerning this invention. 法面の植生を主目的として従来の型枠を用いたときの正面図。The front view when the conventional formwork is used mainly for the vegetation of a slope.

符号の説明Explanation of symbols

1:法枠用型枠、2:側枠、3:スペーサ、4:上筋、5:下筋、6:鉄筋保持部、7:鉄筋、8:長孔   1: frame for frame, 2: side frame, 3: spacer, 4: upper bar, 5: lower bar, 6: reinforcing bar holding part, 7: bar, 8: long hole

Claims (3)

左右の網状側枠間に回動自在に連結するスペーサを備え、該スペーサは上筋と下筋を有し、前記下筋分割又は連続した左右一対の略L字形状からなり、該下筋の左右のL字形の縦部を前記上筋に固定するとともに、それらの下筋の左右のL字形の縦部によって、該縦部相互間に鉄筋を挟んで位置決めする下側が開いた鉄筋保持部を形成したことを特徴とする法枠用型枠。 Comprising a spacer for rotatably connected between the left and right of the mesh side frame, the spacer has an upper muscle and lower muscles, the lower muscle consists divided or continuous pair of substantially L-shaped, the lower muscle The left and right L-shaped vertical portions are fixed to the upper muscle, and the left and right L-shaped vertical portions of the lower muscles open the lower side for positioning the reinforcing bars between the vertical portions. A formwork for a legal frame, characterized in that is formed. 法面から所定高さの位置に鉄筋を配設し、該鉄筋に対して当該法枠用型枠に形成された前記鉄筋保持部を係合させながら法枠用型枠を法面に設置することを特徴とする請求項1に記載の法枠用型枠を用いた法枠施工方法。 Rebar is disposed at a position of a predetermined height from the slope, installing the slopes law frame for formwork while engaging the reinforcing bar holding section formed in the process frame for formwork for the iron muscle A method for constructing a frame using the frame for a frame according to claim 1. 法面に鉄筋を仮置し、該鉄筋に沿って法枠用型枠を法面に設置した後、該鉄筋を前記法枠用型枠に形成された前記鉄筋保持部に持ち上げて結合することを特徴とする請求項1に記載の法枠用型枠を用いた法枠施工方法。 And Kari置the rebar slope, after the setting of the legal frame for formwork to slope along the iron muscle, binds to lift the iron muscle in the reinforcing bar holding section formed in the process frame for formwork A method for constructing a frame using the frame for a frame according to claim 1.
JP2003373061A 2003-10-31 2003-10-31 Formwork for a legal frame and a legal frame construction method using the same Expired - Lifetime JP4311638B2 (en)

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