JP7210052B2 - Fixtures for induced joint members - Google Patents

Fixtures for induced joint members Download PDF

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JP7210052B2
JP7210052B2 JP2021026238A JP2021026238A JP7210052B2 JP 7210052 B2 JP7210052 B2 JP 7210052B2 JP 2021026238 A JP2021026238 A JP 2021026238A JP 2021026238 A JP2021026238 A JP 2021026238A JP 7210052 B2 JP7210052 B2 JP 7210052B2
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joint member
induced joint
reinforcing bar
induced
plate
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JP2022127974A (en
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光弘 岡本
智也 矢野
亮 西田
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Hayakawa Rubber Co Ltd
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Description

本発明は、コンクリート構造物の温度ひび割れ対策に使用されるひび割れ誘発目地構造に関するものであり、特に誘発目地部材を鉄筋に固定する構造の技術分野に属する。 TECHNICAL FIELD The present invention relates to a crack-inducing joint structure used for countermeasures against temperature cracks in concrete structures, and particularly belongs to the technical field of structures for fixing inducing joint members to reinforcing bars.

コンクリートの多くは硬化過程において水とセメントが反応した際の反応熱によって膨張し、反応が収まるに従って硬化と共に収縮する。その収縮の際に先打ちコンクリート(底版コンクリート等)に拘束されることで壁部には無数のひび割れが発生する。ひび割れは内部に配設されている鉄筋の腐食などコンクリート構造物の耐久性に悪影響を与える。また、コンクリート構造物が水槽の場合であれば水密性の低下を招く。 Most concrete expands due to reaction heat when water and cement react during the curing process, and shrinks along with curing as the reaction subsides. When it shrinks, it is restrained by pre-cast concrete (bottom slab concrete, etc.), and countless cracks occur in the wall. Cracks adversely affect the durability of concrete structures, such as corrosion of reinforcing bars installed inside. Also, if the concrete structure is a water tank, the watertightness will be lowered.

このように、コンクリート構造物の温度ひび割れによる悪影響は大きいため、多種様々なひび割れ対策が実施されている。その温度ひび割れ対策の一つとしてひび割れ誘発目地があり、他のひび割れ対策と比べてひび割れ制御効果が高く、低発熱セメントを適用する場合のようなプラントの問題もないことから、ひび割れ誘発目地は多くの壁状構造物に使用されている。 As described above, since temperature cracks in concrete structures have a great adverse effect, various countermeasures against cracks have been implemented. Crack-induced joints are one of the countermeasures against temperature cracks. Compared to other crack countermeasures, crack-induced joints are highly effective. used for wall-like structures in

ひび割れ誘発目地は壁状構造物において長手方向に一定の間隔で断面欠損部分を設け、その断面欠損部分にひび割れを誘発することで、その他の部分へのひび割れ発生を抑制するものである。このようなひび割れ誘発目地を構成する誘発目地部材としては、例えばコンクリート構造物における鉄筋被り部に設置する外側誘発目地部材と、鉄筋内部に設置する内側誘発目地部材との2種類がある。壁厚によって外側誘発目地部材と内側誘発目地部材との組み合わせを選定し、所望の断面欠損率を確保するようにしている。 Crack-inducing joints are provided in a wall-like structure at regular intervals in the longitudinal direction, and by inducing cracks in the cross-sectional loss portions, cracks in other portions are suppressed. There are two types of induced joint members that constitute such crack induced joints, for example, an outer induced joint member that is installed in a reinforcing bar covering portion of a concrete structure and an inner induced joint member that is installed inside the reinforcing bar. The combination of the outer induced joint member and the inner induced joint member is selected according to the wall thickness to ensure the desired cross-sectional loss ratio.

特許文献1には、外側誘発目地部材と内側誘発目地部材とを結束線によって鉄筋に縛り付けて固定する構造が開示されている。また、特許文献2には、外側誘発目地部材をボルト及びナットによってコンクリート型枠用パネルに締結固定する構造が開示されている。 Patent Literature 1 discloses a structure in which an outer induced joint member and an inner induced joint member are bound and fixed to reinforcing bars with binding wires. Further, Patent Document 2 discloses a structure in which an outer induced joint member is fastened and fixed to a concrete formwork panel with bolts and nuts.

特許第2868994号公報Japanese Patent No. 2868994 特許第4764736号公報Japanese Patent No. 4764736

上述したように、コンクリートの温度ひび割れ対策として誘発目地部材が使用されているが、建設業界においては少子高齢化と共に作業員の確保や熟練者不足など大きな課題を抱えている。 As mentioned above, induced joint materials are used as countermeasures against temperature cracks in concrete, but the construction industry is facing serious problems such as securing workers and lack of skilled workers due to the declining birthrate and aging population.

誘発目地部材は、大型のコンクリート構造物の場合では数千m程度取り付けることもあり、現場では、そのための作業員がいないといった問題や、工数が掛り過ぎるといった問題を抱えていた。 In the case of a large concrete structure, the induced joint member may be installed on the order of several thousand meters.

この点、特許文献1の結束線による固定の場合、ハッカーと呼ばれる特殊工具が必要であること、及び取り付け作業に時間がかかることが問題となっていた。また、特許文献2のボルト及びナットによる固定の場合、ラチェットが必要であるとともに、ねじ山をねじ溝に掛ける作業、及び締め付け時の力加減の調整が必要であり、作業が煩雑であった。 In this regard, in the case of fixing with a binding wire in Patent Document 1, there are problems in that a special tool called a hacker is required and that the installation work takes time. In addition, in the case of fixing with a bolt and nut in Patent Document 2, a ratchet is required, and the work of hooking the thread to the thread groove and the adjustment of the force at the time of tightening are necessary, and the work is complicated.

本発明は、かかる点に鑑みてなされたものであり、その目的とするところは、誘発目地材を鉄筋に対して簡単な作業でかつ確実に固定できるようにすることにある。 The present invention has been made in view of the above points, and an object of the present invention is to enable a induced joint material to be securely fixed to a reinforcing bar with a simple operation.

上記目的を達成するために、本開示の第1の側面では、コンクリート製の壁状構造物の内部に配設される上下方向に長い誘発目地部材を、当該壁状構造物の内部に配設されて水平方向に延びる鉄筋に固定するための誘発目地部材の固定具を前提とすることができる。前記固定具は、前記鉄筋の外周面にそれぞれ当接して当該鉄筋を上下方向に挟持する第1挟持部及び第2挟持部を有するとともに、弾性を持った金属材料で構成された鉄筋取付部と、前記誘発目地部材の幅方向一端部及び他端部にそれぞれ係合する第1係合部及び第2係合部を有する誘発目地部材取付部とを備えている。前記鉄筋取付部は、前記誘発目地部材取付部に固定される固定部を有し、前記第1挟持部は、前記固定部の上部から突出し、前記鉄筋の外周面における上側部分に対して上から当接するように形成されるとともに、突出方向中間部が最も上に位置し、突出方向中間部から突出方向基端部に近づくほど及び突出方向中間部から突出方向先端部に近づくほど下に位置するように湾曲しており、前記第1挟持部には、前記突出方向基端部側から前記突出方向先端部側に亘って開口部が設けられ、該開口部における前記突出方向先端部側に位置する周縁部には前記突出方向基端部へ向けて突出するとともに前記鉄筋の外周面に係止する第1爪部が形成され、前記第2挟持部は、前記固定部の下部から突出し、前記鉄筋の外周面における下側部分に対して下から当接するように形成されるとともに、突出方向中間部が最も下に位置し、突出方向中間部から突出方向基端部に近づくほど及び突出方向中間部から突出方向先端部に近づくほど上に位置するように湾曲しており、前記第2挟持部には、前記突出方向基端部側から前記突出方向先端部側に亘って開口部が設けられ、該開口部における前記突出方向先端部側に位置する周縁部には前記突出方向基端部へ向けて突出するとともに前記鉄筋の外周面における前記第1爪部が係止した部分よりも下の部分に係止する第2爪部が形成され、前記第1挟持部の突出方向中間部と前記第2挟持部の突出方向中間部との上下方向の離間寸法は前記鉄筋の外径寸法よりも短く設定されている。 In order to achieve the above object, in a first aspect of the present disclosure, a vertically elongated induced joint member disposed inside a wall-like structure made of concrete is disposed inside the wall-like structure. A fixture of the induced joint member for fixing to the horizontally extending rebar can be provided. The fixture has a first clamping portion and a second clamping portion that abut on the outer peripheral surface of the reinforcing bar to clamp the reinforcing bar in the vertical direction, and a reinforcing bar mounting section made of an elastic metal material. and an induced joint member mounting portion having a first engaging portion and a second engaging portion that engage with one end portion and the other end portion in the width direction of the induced joint member, respectively. The reinforcing bar mounting portion has a fixing portion fixed to the induced joint member mounting portion, and the first sandwiching portion protrudes from the upper portion of the fixing portion and extends from above the upper portion of the outer peripheral surface of the reinforcing bar. The projection direction middle part is positioned at the top, and the projection direction middle part is positioned lower as the projection direction middle part approaches the projection direction base end and the projection direction middle part is closer to the projection direction tip part. The first clamping portion is provided with an opening extending from the protruding direction proximal end side to the protruding direction distal end side, and the opening is positioned on the protruding direction distal end side of the opening. A first claw portion that protrudes toward the protruding direction base end portion and engages with the outer peripheral surface of the reinforcing bar is formed on the peripheral edge portion, and the second holding portion protrudes from the lower portion of the fixing portion, and the It is formed so as to abut on the lower part of the outer peripheral surface of the reinforcing bar from below, and the intermediate portion in the projecting direction is positioned at the lowest point, and the distance from the intermediate portion in the projecting direction to the base end in the projecting direction and the intermediate portion in the projecting direction The second clamping portion is provided with an opening extending from the protruding direction proximal end side to the protruding direction distal end side. and a peripheral edge portion located on the distal end side in the projecting direction of the opening projecting toward the proximal end portion in the projecting direction and below the portion of the outer peripheral surface of the reinforcing bar where the first claw portion is locked. A second claw portion is formed to engage with the portion, and the vertical separation dimension between the projecting direction intermediate portion of the first clamping portion and the projecting direction intermediate portion of the second clamping portion is larger than the outer diameter dimension of the reinforcing bar. set short.

この構成によれば、鉄筋取付部の第1挟持部及び第2挟持部によって鉄筋を挟持することで、鉄筋取付部が鉄筋に取り付けられる。そして、鉄筋取付部に固定されている誘発目地部材取付部の第1係合部及び第2係合部に、誘発目地部材の幅方向一端部及び他端部をそれぞれ係合させることで、誘発目地部材が誘発目地部材取付部に取り付けられる。したがって、誘発目地部材を鉄筋に取り付ける際に、結束線やボルト、ナットが不要になるので、ハッカーやラチェットを使わずに済む。 According to this configuration, the reinforcing bar attachment section is attached to the reinforcing bar by sandwiching the reinforcing bar between the first sandwiching section and the second sandwiching section of the reinforcing bar attachment section. Then, by engaging the width direction one end and the other end of the induced joint member with the first engaging portion and the second engaging portion of the induced joint member mounting portion fixed to the reinforcing bar mounting portion, respectively A joint member is attached to the induced joint member attachment portion. Therefore, when the induced joint member is attached to the reinforcing bar, there is no need for binding wires, bolts, or nuts, so hackers and ratchets are not required.

また、水平方向に延びる鉄筋を第1挟持部及び第2挟持部によって上下方向に挟持することができる。これにより、鉄筋取付部の上下方向の位置ずれを回避することができる。 In addition, the reinforcing bars extending in the horizontal direction can be clamped vertically by the first clamping portion and the second clamping portion. As a result, it is possible to avoid vertical displacement of the reinforcing bar mounting portion.

本開示の第2の側面では、前記誘発目地部材取付部は、前記誘発目地部材の幅方向一端部から他端部まで延びる板材からなるものである。前記第1係合部は、前記板材における前記誘発目地部材の幅方向一端部に対応する部分を他端部側へ向けて屈曲させることによって構成され、また、前記第2係合部は、前記板材における前記誘発目地部材の幅方向他端部に対応する部分を一端部側へ向けて屈曲させることによって構成されている。 In a second aspect of the present disclosure, the induced joint member mounting portion is made of a plate member extending from one widthwise end portion to the other end portion of the induced joint member. The first engaging portion is configured by bending a portion of the plate member corresponding to one end portion in the width direction of the induced joint member toward the other end portion side, and the second engaging portion is configured by It is constructed by bending a portion of the plate member corresponding to the other end in the width direction of the induced joint member toward the one end.

この構成によれば、第1係合部と第2係合部との間に誘発目地部材を入れた状態で、誘発目地部材の幅方向一端部及び他端部をそれぞれ第1係合部及び第2係合部に引っ掛けるようにして係合させることができる。これにより、誘発目地部材が脱落し難くなる。 According to this configuration, in a state in which the induced joint member is inserted between the first engaging portion and the second engaging portion, one end portion and the other end portion in the width direction of the induced joint member are connected to the first engaging portion and the second engaging portion, respectively. It can be engaged so as to be hooked on the second engaging portion. This makes it difficult for the induced joint member to come off.

本開示の第3の側面では、前記板材における前記誘発目地部材の幅方向中間部に対応する部分に前記鉄筋取付部の前記固定部が固定されている。前記板材は、前記固定部が固定された部分から前記第1係合部へ近づくにつれて前記鉄筋から離れるように形成された第1板部と、前記固定部が固定された部分から前記第2係合部へ近づくにつれて前記鉄筋から離れるように形成された第2板部とを有している。 In the third aspect of the present disclosure, the fixed portion of the reinforcing bar attachment portion is fixed to a portion of the plate member corresponding to a widthwise intermediate portion of the induced joint member. The plate member includes a first plate portion formed so as to separate from the reinforcing bar as it approaches the first engaging portion from a portion where the fixing portion is fixed, and a portion where the fixing portion is fixed to the second engaging portion. and a second plate portion formed so as to separate from the reinforcing bar as it approaches the joint.

この構成によれば、第1係合部及び第2係合部を鉄筋から壁状構造物の厚み方向外側へ離すことができるので、誘発目地部材も同様に鉄筋から壁状構造物の厚み方向外側へ離すことができる。したがって、例えば壁状構造物のコンクリートの被りが厚い場合には、誘発目地部材を壁状構造物の表面に近づけることができ、ひび割れを所望の箇所に誘発させる効果が向上する。 According to this configuration, since the first engaging portion and the second engaging portion can be separated from the reinforcing bar toward the outer side in the thickness direction of the wall-like structure, the induced joint member is also separated from the reinforcing bar in the thickness direction of the wall-like structure. You can release it to the outside. Therefore, for example, when the concrete covering of the wall-like structure is thick, the inducing joint member can be brought closer to the surface of the wall-like structure, thereby improving the effect of inducing cracks at desired locations.

本開示の第4の側面では、前記板材が弾性を有していることを特徴としている。 A fourth aspect of the present disclosure is characterized in that the plate material has elasticity.

この構成によれば、第1板部及び第2板部を弾性変形させることが可能になる。第1板部及び第2板部は鉄筋取付部から離れるように形成されているので、これらを弾性変形させることで、第1係合部と第2係合部との間隔を広げることができる。例えば第1係合部に誘発目地部材の幅方向一端部を係合させた状態で、第1板部または第2板部を弾性変形させて第1係合部と第2係合部との間隔を広げると、誘発目地部材の他端部を第2係合部に係合させることができる。その後、第1板部または第2板部の形状を復元させることで、誘発目地部材の脱落が抑制される。 According to this configuration, it is possible to elastically deform the first plate portion and the second plate portion. Since the first plate portion and the second plate portion are formed so as to be separated from the reinforcing bar attachment portion, by elastically deforming them, the distance between the first engaging portion and the second engaging portion can be widened. . For example, in a state where one end in the width direction of the induced joint member is engaged with the first engaging portion, the first plate portion or the second plate portion is elastically deformed to separate the first engaging portion and the second engaging portion. By widening the distance, the other end of the induced joint member can be engaged with the second engaging portion. After that, by restoring the shape of the first plate portion or the second plate portion, the drop-off of the induced joint member is suppressed.

本開示の第5の側面では、前記板材が、前記誘発目地部材の幅方向一端部に対応する部分から他端部に対応する部分まで平坦に形成されている。 In the fifth aspect of the present disclosure, the plate material is formed flat from a portion corresponding to one widthwise end of the induced joint member to a portion corresponding to the other widthwise end.

この構成によれば、板材が第1係合部側から第2係合部側まで平坦な形状になるので、第1係合部と第2係合部に対して互いに離れる方向の力が作用した時に当該板材の変形が起こらないようにすること、即ち第1係合部と第2係合部との相対変位を抑制できる。これにより、例えば誘発目地部材がV字状を有していて当該誘発目地部材を幅方向に縮めるように弾性変形させることが可能な構造の場合には、誘発目地部材を幅方向に縮めて第1係合部及び第2係合部に係合させた後、誘発目地部材の復元力によって係合状態を維持する際に、誘発目地部材の幅方向一端部及び他端部を第1係合部及び第2係合部にしっかりと係合させておくことができる。 According to this configuration, since the plate material has a flat shape from the first engaging portion side to the second engaging portion side, a force acts on the first engaging portion and the second engaging portion in directions separating from each other. In other words, relative displacement between the first engaging portion and the second engaging portion can be suppressed. As a result, for example, in the case of a structure in which the induced joint member has a V shape and can be elastically deformed so as to contract the induced joint member in the width direction, the induced joint member is contracted in the width direction and the first After engaging the first engaging portion and the second engaging portion, when maintaining the engaged state by the restoring force of the induced joint member, the width direction one end portion and the other end portion of the induced joint member are engaged in the first engagement. can be firmly engaged with the part and the second engaging part.

本開示の第6の側面では、前記誘発目地部材取付部が、前記壁状構造物の内部における前記鉄筋よりも外側に配設される外側誘発目地部材が取り付けられる部分である。そして、前記鉄筋取付部は、前記壁状構造物の内部における前記鉄筋よりも内側に配設されて当該壁状構造物の厚み方向かつ上下方向に延びる板状の内側誘発目地部材に当接し、当該内側誘発目地部材の延長線上に前記外側誘発目地部材の幅方向中央部が位置するように当該外側誘発目地部材を位置決めするための位置決め部を有している。 In a sixth aspect of the present disclosure, the induced joint member attachment portion is a portion to which an outer induced joint member disposed outside the reinforcing bars inside the wall-like structure is attached. The reinforcing bar mounting portion abuts on a plate-shaped inner induced joint member disposed inside the reinforcing bar inside the wall-like structure and extending in the thickness direction and the vertical direction of the wall-like structure, It has a positioning part for positioning the outer trigger joint member so that the widthwise central portion of the outer trigger joint member is positioned on the extension line of the inner trigger joint member.

この構成によれば、鉄筋取付部の位置決め部を内側誘発目地部材に当接させた状態で、誘発目地部材取付部に外側誘発目地部材を取り付けると、外側誘発目地部材の幅方向中央部が、内側誘発目地部材の延長線上に位置付けられる。これにより、板状の内側誘発目地部材と、外側誘発目地部材とが一直線状に配置されることになり、ひび割れを所望の箇所に誘発させる効果が向上する。 According to this configuration, when the outer induced joint member is attached to the induced joint member mounting portion while the positioning portion of the reinforcing bar mounting portion is in contact with the inner induced joint member, the width direction central portion of the outer induced joint member is Positioned in extension of the inner induced joint member. As a result, the plate-like inner induced joint member and the outer induced joint member are arranged in a straight line, and the effect of inducing cracks at desired locations is improved.

以上説明したように、第1挟持部及び第2挟持部によって鉄筋を挟持し、第1係合部及び第2係合部に誘発目地部材の幅方向一端部及び他端部にそれぞれ係合させるようにしたので、誘発目地部材を鉄筋に対して簡単な作業でかつ確実に固定することができる。 As described above, the reinforcing bars are clamped by the first clamping part and the second clamping part, and the first engaging part and the second engaging part are engaged with the one end and the other end in the width direction of the induced joint member, respectively. As a result, the induced joint member can be reliably fixed to the reinforcing bar with a simple operation.

本発明の実施形態に係る誘発目地部材の固定具を使用して誘発目地部材を固定する例を示す斜視図である。FIG. 2 is a perspective view showing an example of fixing an induced joint member using the fixture for the induced joint member according to the embodiment of the present invention; 第1例に係る外側誘発目地部材を配設した場合の誘発目地構造の水平断面図である。FIG. 2 is a horizontal cross-sectional view of the induced joint structure when the outer induced joint member according to the first example is arranged; 第1例に係る外側誘発目地部材を上方から見た図である。It is the figure which looked at the outside induced joint member which concerns on a 1st example from upper direction. 第2例に係る外側誘発目地部材を配設した場合の図2相当図である。FIG. 3 is a view equivalent to FIG. 2 when the outer side induced joint member according to the second example is arranged; 第2例に係る外側誘発目地部材を上方から見た図である。It is the figure which looked at the outside induction joint member which concerns on a 2nd example from upper direction. 第1例に係る誘発目地部材の固定具の側面図である。FIG. 4 is a side view of a fixture for the induced joint member according to the first example; 第1例に係る誘発目地部材の固定具の平面図である。FIG. 4 is a plan view of a fixture for the induced joint member according to the first example; 第1例に係る誘発目地部材の固定具に誘発目地部材を固定した状態を示す図7相当図である。FIG. 8 is a view equivalent to FIG. 7 showing a state in which the triggering joint member is fixed to the fixture for the triggering joint member according to the first example. 第1例に係る誘発目地部材の固定具に誘発目地部材を固定する要領を説明する図7相当図である。FIG. 8 is a view equivalent to FIG. 7 for explaining how to fix the triggering joint member to the fixture for the triggering joint member according to the first example; 第2例に係る誘発目地部材の固定具の平面図である。FIG. 10 is a plan view of a fixture for a triggering joint member according to a second example; 第2例に係る誘発目地部材の固定具に誘発目地部材を固定した状態を示す図10相当図である。FIG. 11 is a view equivalent to FIG. 10 showing a state in which the triggering joint member is fixed to the fixture for the triggering joint member according to the second example.

以下、本発明の実施形態を図面に基づいて詳細に説明する。尚、以下の好ましい実施形態の説明は、本質的に例示に過ぎず、本発明、その適用物或いはその用途を制限することを意図するものではない。 BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, embodiments of the present invention will be described in detail based on the drawings. It should be noted that the following description of preferred embodiments is essentially merely illustrative, and is not intended to limit the invention, its applications, or its uses.

図1は、本発明の実施形態に係る誘発目地部材の固定具1を使用して誘発目地部材50を固定する例を示す斜視図である。この実施形態の説明では、誘発目地部材の固定具1の構造について説明する前に、コンクリート製の壁状構造物(RCコンクリート構造物)100の構造ついて説明する。 FIG. 1 is a perspective view showing an example of fixing an induced joint member 50 using a induced joint member fixture 1 according to an embodiment of the present invention. In the description of this embodiment, the structure of a concrete wall-like structure (RC concrete structure) 100 will be described before describing the structure of the fixture 1 for the induced joint member.

(壁状構造物の構造)
壁状構造物100は、例えば先打ちコンクリートである底版コンクリート(図示せず)の上に設置された型枠(図示せず)内に打設されて固化したコンクリート101を含んでいる。壁状構造物100は、例えば建築物の壁、止水壁、水槽の壁等であるが、これらに限られるものではなく、壁または壁に近い形状の構造物であってもよい。
(Structure of wall-like structure)
The wall-like structure 100 includes concrete 101 that is cast and hardened in a formwork (not shown) placed on a base concrete (not shown) that is, for example, precast concrete. The wall-like structure 100 is, for example, a wall of a building, a water stop wall, a wall of a water tank, or the like, but is not limited thereto, and may be a wall or a structure having a shape close to a wall.

壁状構造物100の厚みは、例えば数十cm~1m程度またはそれ以上の厚みの場合もある。壁状構造物100の内部には、補強用の鉄筋として、上下方向に延びる複数の主筋102と、水平方向に延びる複数の配筋103とが配設されている。複数の主筋102は、壁状構造物100の長手方向に互いに間隔をあけて配設されている。また、複数の配筋103は、壁状構造物100の高さ方向に互いに間隔をあけて配設されており、複数の主筋102に対して結束線等によって固定されている。主筋102及び配筋103は、壁状構造物100の厚み方向中央部から一側に離れた部分と、厚み方向中央部から他側に離れた部分とにそれぞれ配設されており、一側の主筋102及び配筋103と、他側の主筋102及び配筋103とは、壁状構造物100の厚み方向に所定の間隔をあけて配設されることになる。 The wall-like structure 100 may have a thickness of, for example, several tens of cm to 1 m or more. Inside the wall-like structure 100, a plurality of main reinforcing bars 102 extending in the vertical direction and a plurality of reinforcing bars 103 extending in the horizontal direction are arranged as reinforcing steel bars. A plurality of main reinforcing bars 102 are arranged at intervals in the longitudinal direction of the wall-like structure 100 . Moreover, the plurality of reinforcing bars 103 are arranged at intervals in the height direction of the wall-like structure 100 and fixed to the plurality of main reinforcing bars 102 by binding wires or the like. The main reinforcing bars 102 and the reinforcing bar arrangement 103 are arranged in a portion away from the central portion in the thickness direction of the wall-like structure 100 to one side and in a portion away from the central portion in the thickness direction to the other side. The main reinforcement 102 and the reinforcement arrangement 103 and the main reinforcement 102 and the reinforcement arrangement 103 on the other side are arranged at predetermined intervals in the thickness direction of the wall-like structure 100 .

上述したような厚みの厚い壁状構造物100の場合、打設後のコンクリートの収縮の際に既設の底版コンクリートに拘束されることで壁状構造物100にひび割れが発生する。こうしたひび割れの発生自体を防止することは困難である。このため、ひび割れの発生自体を防止するよりも、壁状構造物100の耐久性を低下させないようにひび割れを発生させる技術としてひび割れ誘発目地構造が壁状構造物100に適用される。本実施形態に係る壁状構造物100には、ひび割れを所望の箇所にのみ発生させるべく、ひび割れを誘発させる外側誘発目地部材50及び内側誘発目地材60が配設されている。外側誘発目地部材50及び内側誘発目地材60は、壁状構造物100の長手方向に所定の間隔をあけて複数組設けることができる。 In the case of the thick wall-like structure 100 as described above, cracks occur in the wall-like structure 100 due to restraint by the existing bottom slab concrete when the concrete shrinks after placing. It is difficult to prevent the occurrence of such cracks. Therefore, a crack-inducing joint structure is applied to the wall-like structure 100 as a technique for generating cracks so as not to reduce the durability of the wall-like structure 100 rather than preventing the cracks themselves from occurring. The wall-like structure 100 according to the present embodiment is provided with an outer triggering joint member 50 and an inner triggering joint member 60 for inducing cracks in order to generate cracks only at desired locations. A plurality of sets of the outer induced joint member 50 and the inner induced joint member 60 can be provided at predetermined intervals in the longitudinal direction of the wall-like structure 100 .

外側誘発目地部材50は、後述する固定具1によって配筋103に固定されている。よって、壁状構造物100は、コンクリート101、主筋102、配筋103、外側誘発目地部材50、内側誘発目地材60及び固定具1を備えたものである。 The outer induced joint member 50 is fixed to the bar arrangement 103 by a fixture 1, which will be described later. Therefore, the wall-like structure 100 includes concrete 101 , main reinforcing bars 102 , bar arrangement 103 , outer induced joint members 50 , inner induced joint members 60 and fixtures 1 .

(誘発目地部材)
外側誘発目地部材50は、一側の主筋102及び配筋103よりも壁状構造物100の厚み方向外側の被り部分、及び、他側の主筋102及び配筋103よりも壁状構造物100の厚み方向外側の被り部分にそれぞれ配設されている。また、内側誘発目地材60は、一側の主筋102及び配筋103よりも壁状構造物100の厚み方向内側、及び、他側の主筋102及び配筋103よりも壁状構造物100の厚み方向内側にそれぞれ配設されている。したがって、この実施形態では、壁状構造物100の厚み方向に2つの外側誘発目地部材50と、2つの内側誘発目地材60とが直線状に並ぶように配設されることになる。外側誘発目地部材50及び内側誘発目地材60は、壁状構造物100の内部に断面欠損を生じさせることによって当該壁状構造物100にひび割れを誘発するための部材であることから、断面欠損部材と呼ぶこともできる。尚、図示しないが、2つの内側誘発目地材60の間に同様に構成された別の誘発目地材を配設してもよい。また、内側誘発目地材60は、必要に応じて配設すればよく、省略してもよい。
(Induced joint member)
The outer induced joint member 50 is a covering portion outside the thickness direction of the wall-like structure 100 from the main reinforcement 102 and the reinforcement arrangement 103 on one side, and the wall-like structure 100 from the main reinforcement 102 and the reinforcement arrangement 103 on the other side. They are arranged in covering portions on the outside in the thickness direction. In addition, the inner side induced joint material 60 is located inside the wall-like structure 100 in the thickness direction of the main reinforcement 102 and the reinforcement 103 on one side, and the thickness of the wall-like structure 100 relative to the main reinforcement 102 and the reinforcement 103 on the other side. They are arranged on the inner side of the direction. Therefore, in this embodiment, two outer induced joint members 50 and two inner induced joint members 60 are arranged linearly in the thickness direction of the wall-like structure 100 . The outer induced joint member 50 and the inner induced joint member 60 are members for inducing a crack in the wall-like structure 100 by causing a cross-sectional loss inside the wall-like structure 100. can also be called Although not shown, another similarly constructed induced joint material may be disposed between the two inner induced joint materials 60 . Also, the inner induced joint material 60 may be provided as required, and may be omitted.

内側誘発目地材60は、壁状構造物100の厚み方向に延びるとともに、上下方向にも延びる板状部材で構成されている。図2に示すように、内側誘発目地材60は、芯材61と、芯材61の両面にそれぞれ貼り付けられた粘着層62とを備えている。芯材61は、、コンクリートを打設する際に、流動するコンクリートによって変形しない剛性を有していればよく、例えば、金属、硬質ゴム、硬質プラスチック等の剛性材料で構成することができる。粘着層62は、コンクリートに対して密着する高分子材料からなり、例えばブチルゴム等で構成することができる。ブチルゴム系粘着剤は、コンクリートとの接着性が高い点で好ましい。 The inner induced joint material 60 is formed of a plate-like member that extends in the thickness direction of the wall-like structure 100 and also extends in the vertical direction. As shown in FIG. 2, the inner induced joint material 60 includes a core material 61 and adhesive layers 62 attached to both sides of the core material 61, respectively. The core material 61 only needs to be rigid enough not to be deformed by the flowing concrete when the concrete is poured, and can be made of a rigid material such as metal, hard rubber, or hard plastic. The adhesive layer 62 is made of a polymer material that adheres to concrete, and can be made of, for example, butyl rubber. A butyl rubber-based pressure-sensitive adhesive is preferable because of its high adhesiveness to concrete.

内側誘発目地材60は、断面欠損に必要な長さを確保するという観点からは、異物として壁状構造物100の内部に埋設されていれば十分なので、上記した芯材61のみで構成されていてもよい。ただし、ひび割れが内側誘発目地材60に沿っても発生するので、このひび割れからの漏水等を一層完全に防止するという観点からは、内側誘発目地材60に粘着層62を形成し、芯材61の少なくとも一部またはを被覆しておくことが好ましい。 From the viewpoint of securing the length necessary for the cross-sectional loss, the inner side induced joint material 60 is sufficient if it is embedded inside the wall-like structure 100 as a foreign matter, so it is composed only of the core material 61 described above. may However, since cracks also occur along the inner side induced joint material 60, from the viewpoint of more completely preventing water leakage from these cracks, an adhesive layer 62 is formed on the inner side induced joint material 60, and a core material 61 is formed. It is preferable to cover at least a part of or

内側誘発目地材60には、配筋103に固定される被固定部60aが設けられている。被固定部60aは、芯材61の端部を配筋103に沿うように屈曲させることによって形成されている。例えば、被固定部60aに貫通孔(図示せず)を設け、この貫通孔に対して結束線(図示せず)を挿通し、この結束線によって被固定部60aを配筋103に対して縛りつけることができる。また、被固定部60aによる固定に加えて、固定金具63によっても内側誘発目地材60を配筋103に固定することができる。固定金具63は、内側誘発目地材60の被固定部60aと反対側の端部を配筋103に固定するための金具であり、例えば番線のような線材で構成することができる。 The inner induced joint material 60 is provided with a fixed portion 60 a fixed to the bar arrangement 103 . The fixed portion 60 a is formed by bending the end portion of the core material 61 along the reinforcing bar 103 . For example, a through hole (not shown) is provided in the fixed portion 60a, a binding wire (not shown) is inserted through the through hole, and the fixed portion 60a is bound to the reinforcing bar 103 by the binding wire. be able to. In addition to fixing by the fixed portion 60 a , the inner induced joint material 60 can be fixed to the bar arrangement 103 by the fixing metal fittings 63 . The fixing metal fitting 63 is a metal fitting for fixing the end portion of the inner induced joint member 60 on the side opposite to the fixed portion 60a to the reinforcing bar 103, and can be composed of a wire rod such as a wire.

(第1例に係る外側誘発目地部材)
図1~図3は、第1例に係る外側誘発目地部材50を示している。第1例に係る外側誘発目地部材50は、上下方向に延びる芯材51と、止水性を確保するための粘着層52とを備えている。外側誘発目地部材50の芯材51及び粘着層52は、それぞれ内側誘発目地材60の芯材51及び粘着層52と同様な材料で構成されているが、内側誘発目地材60のものとは形状が異なっている。すなわち、外側誘発目地部材50の芯材51は、壁状構造物100の厚み方向外側へむけて突出する突出部51aと、突出部51aから互いに離れる方向に延びる一対の延出板部51b、51bとを備えている。外側誘発目地部材50の幅方向は、延出板部51b、51bの延出方向、即ち配筋103の軸線方向に沿う方向である。
(Outside induced joint member according to the first example)
1 to 3 show an outer induced joint member 50 according to a first example. The outer induced joint member 50 according to the first example includes a vertically extending core material 51 and an adhesive layer 52 for ensuring water stoppage. The core material 51 and the adhesive layer 52 of the outer induced joint member 50 are made of the same materials as the core material 51 and the adhesive layer 52 of the inner induced joint material 60, respectively, but the shape of the inner induced joint material 60 is different. is different. That is, the core material 51 of the outer induced joint member 50 includes a projecting portion 51a projecting outward in the thickness direction of the wall-like structure 100 and a pair of projecting plate portions 51b, 51b extending away from the projecting portion 51a. and The width direction of the outer induced joint member 50 is the extending direction of the extending plate portions 51b, 51b, that is, the direction along the axial direction of the bar arrangement 103. As shown in FIG.

芯材51の水平方向の断面形状は、当該芯材51の下端部から上端部まで同一である。芯材51の突出部51a及び一対の延出板部51b、51bは、1枚の板材で構成することができるが、これに限らず、複数の板材を接続することによって構成してもよい。 The horizontal cross-sectional shape of the core material 51 is the same from the lower end to the upper end of the core material 51 . The protruding portion 51a of the core member 51 and the pair of extended plate portions 51b, 51b can be configured by one plate member, but not limited to this, and may be configured by connecting a plurality of plate members.

図3に示すように、突出部51aの幅は、当該突出部51aの突出方向基端部から先端部まで略同じに設定されている。突出部51aの突出量は、所望の断面欠損率が得られるように、任意の量に設定することができる。また、一対の延出板部51b、51bは、突出部51aの突出方向に対して略直交する方向(幅方向)に延出しており、延出方向の寸法は略同一である。従って、外側誘発目地部材50の幅方向中央部に突出部51aが位置することになる。さらに、一対の延出板部51b、51bは、外側誘発目地部材50の幅方向に延びる略同一面上に位置付けられるようになっている。外側誘発目地部材50の粘着層52は、突出部51aの外面から延出板部51b、51bまで連続して設けられている。 As shown in FIG. 3, the width of the projecting portion 51a is set to be substantially the same from the base end portion in the projecting direction to the tip end portion of the projecting portion 51a. The protrusion amount of the protruding portion 51a can be set to an arbitrary amount so as to obtain a desired cross-sectional loss rate. The pair of extending plate portions 51b, 51b extend in a direction (width direction) substantially orthogonal to the projecting direction of the projecting portion 51a, and have substantially the same dimension in the extending direction. Therefore, the projecting portion 51a is positioned at the widthwise central portion of the outer induced joint member 50. As shown in FIG. Further, the pair of extension plate portions 51b, 51b are positioned on substantially the same plane extending in the width direction of the outer trigger joint member 50. As shown in FIG. The adhesive layer 52 of the outer induced joint member 50 is continuously provided from the outer surface of the projecting portion 51a to the extending plate portions 51b, 51b.

外側誘発目地部材50は、当該外側誘発目地部材50の幅方向中央部、即ち突出部51aが内側誘発目地材60の延長線上に位置するように、内側誘発目地材60との相対的な位置関係が設定されている。これにより、外側誘発目地部材50の突出部51aと、内側誘発目地材60とによって壁状構造物100の内部に所定の断面欠損率を得ることができるので、ひび割れを所望の位置に発生させる効果がより一層高まる。 The outer induced joint member 50 has a relative positional relationship with the inner induced joint member 60 so that the widthwise central portion of the outer induced joint member 50, that is, the protrusion 51a is positioned on the extension line of the inner induced joint member 60. is set. As a result, a predetermined cross-sectional loss rate can be obtained inside the wall-like structure 100 by the protruding portion 51a of the outer induced joint member 50 and the inner induced joint member 60, so that cracks are generated at desired positions. increases even further.

また、図1に示すように、壁状構造物100の厚み方向一方の側面及び他方の側面には、それぞれ埋め込み化粧目地材70、70が配設されている。埋め込み化粧目地材70は、壁状構造物100の表面に断面欠損を生じさせるための部材であり、上下方向に長く形成されている。埋め込み化粧目地材70の材料としては、例えば耐候性に優れた樹脂材等で構成されている。埋め込み化粧目地材70も内側誘発目地材60の延長線上に位置している。埋め込み化粧目地材70と外側誘発目地部材50の突出部51aとの距離を短くすることで、ひび割れを狙い通りに発生させやすくなる。 Further, as shown in FIG. 1, embedded decorative joint fillers 70, 70 are provided on one side surface and the other side surface in the thickness direction of the wall-like structure 100, respectively. The embedded decorative joint material 70 is a member for creating a cross-sectional defect on the surface of the wall-like structure 100, and is elongated in the vertical direction. The embedded decorative joint material 70 is made of, for example, a resin material having excellent weather resistance. The embedded decorative joint material 70 is also located on the extension line of the inner induced joint material 60 . By shortening the distance between the embedded decorative joint material 70 and the projecting portion 51a of the outer induced joint member 50, it becomes easier to generate cracks as intended.

(第2例に係る外側誘発目地部材)
図4、図5は、第2例に係る外側誘発目地部材80を示している。第2例に係る外側誘発目地部材80は、突出部の形状が第1例の外側誘発目地部材50とは異なっている。すなわち、第2例の外側誘発目地部材80は、上下方向に延びる芯材81と、粘着層82とを備えている。芯材81に形成されている突出部81aの幅は、突出方向基端部に近づくほど広く、突出方向先端部に近づくほど狭くなるように設定されている。従って、突出部81aの水平方向の断面は三角形に近い形状になり、突出部81aの基端部は開放されているので、幅方向に押圧力を作用させると、突出部81aを構成している板部が弾性変形して突出部81aの幅方向の寸法が短くなる。また、突出部81aの基端部には、一対の延出部81b、81bが互いに反対方向へ延出するように形成されているので、突出部81aの幅方向の寸法が短くなると、一対の延出部81b、81bの間隔が狭くなり、よって、外側誘発目地部材80の幅方向の寸法が短くなる。
(Outside induced joint member according to the second example)
4 and 5 show an outer induced joint member 80 according to a second example. The outer induced joint member 80 according to the second example differs from the outer induced joint member 50 of the first example in the shape of the protrusion. That is, the outer induced joint member 80 of the second example includes a vertically extending core member 81 and an adhesive layer 82 . The width of the protruding portion 81a formed on the core member 81 is set to be wider toward the proximal end in the projecting direction and narrower toward the distal end in the projecting direction. Therefore, the horizontal cross section of the projecting portion 81a has a shape close to a triangle, and the base end portion of the projecting portion 81a is open. The plate portion is elastically deformed, and the widthwise dimension of the projecting portion 81a is shortened. Further, since a pair of extending portions 81b, 81b are formed at the base end portion of the protruding portion 81a so as to extend in mutually opposite directions, when the dimension in the width direction of the protruding portion 81a is shortened, the pair of The interval between the extensions 81b, 81b is narrowed, so that the dimension of the outer induced joint member 80 in the width direction is shortened.

外側誘発目地部材80は、当該外側誘発目地部材80の幅方向中央部、即ち突出部81aの突出方向先端部が内側誘発目地材60の延長線上に位置するように、内側誘発目地材60との相対的な位置関係が設定されている。これにより、所定の断面欠損率を得ることができるので、ひび割れを所望の位置に発生させる効果がより一層高まる。尚、第2例に係る外側誘発目地部材80の場合も埋め込み化粧目地材70を設けることができる。 The outer induced joint member 80 is positioned on the extension line of the inner induced joint member 60 so that the center portion in the width direction of the outer induced joint member 80, that is, the tip portion in the projecting direction of the projecting portion 81a is positioned on the extension line of the inner induced joint member 60. A relative positional relationship is set. As a result, a predetermined cross-sectional loss rate can be obtained, so that the effect of generating cracks at desired positions is further enhanced. The embedded decorative joint material 70 can also be provided in the case of the outer induced joint member 80 according to the second example.

(第1例に係る誘発目地部材の固定具)
次に、図1及び図2に示す第1例に係る外側誘発目地部材50を配筋103に固定するための誘発目地部材の固定具1の構造について説明する。図1に示すように、1つの外側誘発目地部材50が上下方向に長い形状を有しているので、1つの外側誘発目地部材50の上下方向に離れた複数箇所をそれぞれ固定具1によって配筋103、103、…に固定する。固定具1は、同じものであるため、以下、そのうちの1つの固定具1の構造について詳細に説明する。
(Fixture for induced joint member according to the first example)
Next, the structure of the induced joint member fixture 1 for fixing the outer induced joint member 50 according to the first example shown in FIGS. 1 and 2 to the bar arrangement 103 will be described. As shown in FIG. 1 , since one outer induced joint member 50 has a shape elongated in the vertical direction, bar arrangement is performed at a plurality of locations separated in the vertical direction of one outer induced joint member 50 by the fixtures 1 respectively. 103, 103, . . . Since the fasteners 1 are the same, the structure of one of the fasteners 1 will be described in detail below.

図2に示すように、固定具1は、水平方向に延びる配筋103に取り付けられる鉄筋取付部2と、外側誘発目地部材50が取り付けられる誘発目地部材取付部3とを備えており、誘発目地部材取付部3が鉄筋取付部2に固定されることによって一体化したものである。鉄筋取付部2は、弾性を持った金属材料で構成されており、配筋103の外周面にそれぞれ当接して当該配筋103を挟持する第1挟持部21及び第2挟持部22とを有している。第1挟持部21及び第2挟持部22は、それぞれ上下方向に撓み変形可能になっている。 As shown in FIG. 2, the fixture 1 includes a reinforcing bar attachment portion 2 attached to a horizontally extending bar arrangement 103, and an induced joint member attachment portion 3 to which an outer induced joint member 50 is attached. The member attachment portion 3 is integrated by being fixed to the reinforcing bar attachment portion 2 . The reinforcing bar mounting portion 2 is made of an elastic metal material, and has a first clamping portion 21 and a second clamping portion 22 that contact the outer peripheral surface of the reinforcing bar 103 to clamp the reinforcing bar 103 . are doing. The first clamping portion 21 and the second clamping portion 22 are each capable of bending and deforming in the vertical direction.

図6に示すように、鉄筋取付部2は、誘発目地部材取付部3に固定される固定部20を有している。固定部20、第1挟持部21及び第2挟持部22は、1つの部材で一体成形されている。固定部20は、誘発目地部材取付部3に対して溶接や各種締結部材、爪嵌合構造等によって固定される部分である。第1挟持部21は、固定部20の上部から突出するように形成され、配筋103の外周面における上側部分に対して上から当接する。第1挟持部21は、突出方向中間部が最も上に位置し、そこから突出方向基端部に近づくほど及び先端部に近づくほど下に位置するように湾曲している。この湾曲形状は、配筋103の外周面の上側の形状に略対応した形状になっている。 As shown in FIG. 6 , the reinforcing bar mounting portion 2 has a fixing portion 20 that is fixed to the induced joint member mounting portion 3 . The fixing portion 20, the first clamping portion 21 and the second clamping portion 22 are integrally molded as one member. The fixed portion 20 is a portion fixed to the induced joint member mounting portion 3 by welding, various fastening members, a claw fitting structure, or the like. The first holding portion 21 is formed to protrude from the upper portion of the fixing portion 20 and abut against the upper portion of the outer peripheral surface of the bar arrangement 103 from above. The first clamping portion 21 is curved such that the intermediate portion in the projecting direction is located at the top, and is positioned downwardly from there toward the base end portion in the projecting direction and toward the distal end portion. This curved shape substantially corresponds to the shape of the upper side of the outer peripheral surface of the bar arrangement 103 .

一方、第2挟持部22は、固定部20の下部から突出するように形成され、配筋103の外周面における下側部分に対して下から当接する。第2挟持部22は、突出方向中間部が最も下に位置し、そこから突出方向基端部に近づくほど及び先端部に近づくほど上に位置するように湾曲している。この湾曲形状は、配筋103の外周面の下側の形状に略対応した形状になっている。 On the other hand, the second holding portion 22 is formed so as to protrude from the lower portion of the fixing portion 20 and abut against the lower portion of the outer peripheral surface of the bar arrangement 103 from below. The second holding portion 22 is curved such that the intermediate portion in the projecting direction is located at the lowest point, and the portion is located upward toward the base end portion in the projecting direction and toward the distal end portion. This curved shape substantially corresponds to the shape of the lower side of the outer peripheral surface of the bar arrangement 103 .

第1挟持部21の突出方向中間部と、第2挟持部22の突出方向中間部とによって配筋103を上下方向(径方向)に挟持する。すなわち、第1挟持部21の突出方向中間部と、第2挟持部22の突出方向中間部との上下方向の離間寸法は、配筋103の外径寸法よりも短く設定されており、配筋103を第1挟持部21と第2挟持部22との間に押し込むようにすることで、第1挟持部21と第2挟持部22とが弾性変形して両者の間隔が広がる。これにより、配筋103を第1挟持部21と第2挟持部22との間に入れることが可能になる。配筋103を第1挟持部21と第2挟持部22との間に入れた後は、第1挟持部21と第2挟持部22との復元力により、配筋103は第1挟持部21と第2挟持部22によって挟持される。このときの挟持力は材料の種類や第1挟持部21及び第2挟持部22の厚み、幅等によって任意に設定することができ、この実施形態では固定された外側誘発目地部材50の重量によって当該外側誘発目地部材50の位置がずれないように上記挟持力が設定されている。 The bar arrangement 103 is vertically (radially) sandwiched between the projecting direction intermediate portion of the first sandwiching portion 21 and the projecting direction intermediate portion of the second sandwiching portion 22 . That is, the vertical separation dimension between the projecting direction middle portion of the first clamping portion 21 and the projecting direction middle portion of the second clamping portion 22 is set to be shorter than the outer diameter dimension of the bar arrangement 103 . By pushing 103 between the first clamping part 21 and the second clamping part 22, the first clamping part 21 and the second clamping part 22 are elastically deformed to widen the gap between them. This allows the bar arrangement 103 to be placed between the first clamping portion 21 and the second clamping portion 22 . After placing the bar arrangement 103 between the first holding part 21 and the second holding part 22 , the reinforcing force of the first holding part 21 and the second holding part 22 causes the bar arrangement 103 to move toward the first holding part 21 . and the second holding portion 22 . The clamping force at this time can be arbitrarily set depending on the type of material, the thickness and width of the first clamping part 21 and the second clamping part 22, etc. In this embodiment, the weight of the fixed outer induced joint member 50 The clamping force is set so that the position of the outer induced joint member 50 does not shift.

図7に示すように、第1挟持部21には、複数の開口部21aが設けられているが、この開口部21aは必要に応じて設ければよく、省略してもよい。第1挟持部21の突出方向先端部に近い部分には、下方へ突出する第1爪部21bが形成されている。図6に示すように、第1爪部21bは、配筋103の外周面に係止する部分であり、これにより、配筋103の抜けを抑制できるとともに、鉄筋取付部2が配筋103の軸方向に移動すること、及び鉄筋取付部2が配筋103の周方向に回動することを抑制できる。第1爪部21bは、開口部21aの周縁部に設けることができる。尚、第2挟持部22にも第1挟持部21と同様な開口部(図示せず)が形成されるとともに、第2爪部22bが形成されている。第1爪部21b及び第2爪部22bは必要に応じて設ければよく、省略してもよい。 As shown in FIG. 7, the first clamping portion 21 is provided with a plurality of openings 21a, but the openings 21a may be provided as required and may be omitted. A first claw portion 21b that protrudes downward is formed in a portion of the first holding portion 21 near the tip in the direction of protrusion. As shown in FIG. 6 , the first claw portion 21 b is a portion that engages with the outer peripheral surface of the reinforcing bar 103 . Movement in the axial direction and rotation of the reinforcing bar attachment portion 2 in the circumferential direction of the bar arrangement 103 can be suppressed. The first claw portion 21b can be provided on the peripheral portion of the opening portion 21a. The second clamping portion 22 also has an opening (not shown) similar to that of the first clamping portion 21 and a second claw portion 22b. The first claw portion 21b and the second claw portion 22b may be provided as necessary, and may be omitted.

図2に示すように、第1挟持部21における突出方向と交差する方向の一縁部は、内側誘発目地材60に当接する位置決め部21cとされている。位置決め部21cが内側誘発目地部材60の側面に当接することで、固定具1が配筋103の軸方向(壁状構造物10の長手方向)について位置決めされる。固定具1が配筋103の軸方向に位置決めされると、当該固定具1に取り付けられる外側誘発目地部材50も同方向について位置決めされることになり、この位置決めされた状態にある外側誘発目地部材50の幅方向中央部が内側誘発目地部材60の延長線上に位置するように、鉄筋取付部2の誘発目地部材取付部3に対する相対的な位置関係が設定されている。つまり、鉄筋取付部2の位置決め部21cは、内側誘発目地部材60に当接し、当該内側誘発目地部材60の延長線上に外側誘発目地部材50の幅方向中央部が位置するように当該外側誘発目地部材50を位置決めするための部分である。尚、第2挟持部22にも同様な位置決め部(図示せず)が設けられているので、内側誘発目地部材60には、上下方向に互いに離れた2つの位置決め部21cが当接することになる。位置決め部21cは、例えば上下方向に延びる面で構成されていてもよい。 As shown in FIG. 2 , one edge of the first clamping portion 21 in the direction intersecting the protruding direction serves as a positioning portion 21 c that abuts on the inner induced joint material 60 . The fixing tool 1 is positioned in the axial direction of the bar arrangement 103 (longitudinal direction of the wall-like structure 10) by the positioning part 21c coming into contact with the side surface of the inner trigger joint member 60. As shown in FIG. When the fixture 1 is positioned in the axial direction of the bar arrangement 103, the outer induced joint member 50 attached to the fixture 1 is also positioned in the same direction, and the positioned outer induced joint member is positioned. The relative positional relationship of the reinforcing bar mounting portion 2 with respect to the induced joint member mounting portion 3 is set so that the width direction central portion of 50 is positioned on the extension line of the inner induced joint member 60 . That is, the positioning portion 21c of the reinforcing bar attachment portion 2 abuts on the inner induced joint member 60, and the outer induced joint member 50 is positioned on the extension line of the inner induced joint member 60 so that the width direction central portion of the outer induced joint member 50 is positioned. This is the part for positioning the member 50 . Since the second clamping portion 22 is also provided with a similar positioning portion (not shown), two positioning portions 21c separated from each other in the vertical direction come into contact with the inner trigger joint member 60. . The positioning portion 21c may be configured by, for example, a surface extending in the vertical direction.

図8に示すように、誘発目地部材取付部3は、外側誘発目地部材50の幅方向一端部から他端部まで延びる板材30で構成されている。板材30を構成する材料は弾性を有していればよく、例えば金属、硬質樹脂、またはそれらの組み合わせ等を挙げることができる。板材30を構成する材料と、外側誘発目地部材50の芯材51を構成する材料とは同一であってもよい。板材30の幅方向と、外側誘発目地部材50の幅方向とは同じ方向となっている。板材30の幅方向中間部には、鉄筋取付部2の固定部20が固定される平板部31が設けられている。平板部31は、上下方向に延びるとともに、板材30の幅方向に略平坦に延びている。平板部31の上下方向中間部に、鉄筋取付部2の固定部20が固定されている。 As shown in FIG. 8, the induced joint member mounting portion 3 is composed of a plate member 30 extending from one end portion in the width direction of the outer induced joint member 50 to the other end portion. The material forming the plate member 30 may have elasticity, and examples thereof include metals, hard resins, and combinations thereof. The material forming the plate material 30 and the material forming the core material 51 of the outer induced joint member 50 may be the same. The width direction of the plate material 30 and the width direction of the outer induced joint member 50 are the same. A flat plate portion 31 to which the fixing portion 20 of the reinforcing bar attachment portion 2 is fixed is provided at the intermediate portion in the width direction of the plate member 30 . The flat plate portion 31 extends vertically and extends substantially flat in the width direction of the plate member 30 . A fixing portion 20 of the reinforcing bar attachment portion 2 is fixed to the vertical intermediate portion of the flat plate portion 31 .

平板部31は、板部30の幅方向中央部ではなく、板部30の幅方向中央部から幅方向一側へ所定量だけ偏位している。平板部31には固定部20が固定されるので、平板部31を幅方向一側へ偏位させることで、鉄筋取付部2も幅方向一側へ偏位することになる。鉄筋取付部2の幅方向一側への偏位量(上記所定量)は、上述したように、鉄筋取付部2の位置決め部21cを内側誘発目地部材60の側面に当接させた状態で、内側誘発目地部材60の延長線上に外側誘発目地部材50の幅方向中央部が位置するように設定されている。 The flat plate portion 31 is deviated from the widthwise central portion of the plate portion 30 to one side in the widthwise direction by a predetermined amount, not from the widthwise central portion of the plate portion 30 . Since the fixed portion 20 is fixed to the flat plate portion 31 , the reinforcing bar mounting portion 2 is also shifted to one side in the width direction by shifting the flat plate portion 31 to one side in the width direction. As described above, the amount of displacement of the reinforcing bar mounting portion 2 to one side in the width direction (the above-mentioned predetermined amount) is determined by a state in which the positioning portion 21c of the reinforcing bar mounting portion 2 is in contact with the side surface of the inner induced joint member 60. It is set so that the widthwise central portion of the outer induced joint member 50 is positioned on the extension line of the inner induced joint member 60 .

板材30は、平板部31と、第1板部32と、第2板部33と、第1係合部34と、第2係合部35とを有している。平板部31、第1板部32、第2板部33、第1係合部34及び第2係合部35は、1枚の板材30をプレス成形することによって得られた部分であり、これにより部品点数の削減を図っている。第1係合部34は、板材30の幅方向一端部に設けられており、外側誘発目地部材50の幅方向一端部に係合する部分である。第1係合部34は、板材30における外側誘発目地部材50の幅方向一端部に対応する部分を他端部側へ向けて屈曲させることによって構成されており、外側誘発目地部材50の幅方向一端部を引っ掛けるようにして係合させることが可能になっている。 The plate member 30 has a flat plate portion 31 , a first plate portion 32 , a second plate portion 33 , a first engaging portion 34 and a second engaging portion 35 . The flat plate portion 31, the first plate portion 32, the second plate portion 33, the first engaging portion 34, and the second engaging portion 35 are portions obtained by press-molding one plate material 30. We are trying to reduce the number of parts by The first engaging portion 34 is provided at one end in the width direction of the plate member 30 and is a portion that engages with one end in the width direction of the outer induced joint member 50 . The first engaging portion 34 is formed by bending a portion of the plate member 30 corresponding to one end in the width direction of the outer trigger joint member 50 toward the other end. It is possible to engage by hooking one end.

第2係合部35は、板材30の幅方向他端部に設けられており、外側誘発目地部材50の幅方向他端部に係合する部分である。第2係合部35は、板材30における外側誘発目地部材50の幅方向他端部に対応する部分を一端部側へ向けて屈曲させることによって構成されており、外側誘発目地部材50の幅方向他端部を引っ掛けるようにして係合させることが可能になっている。図7に示すように、第2係合部35の幅寸法(H2)は、第1係合部34の幅寸法(H1)よりも狭くなっているが、第1係合部34及び第2係合部35は共に外側誘発目地部材50に対してしっかりと引っ掛かるように形成されている。 The second engaging portion 35 is provided at the other widthwise end portion of the plate member 30 and is a portion that engages with the other widthwise end portion of the outer induced joint member 50 . The second engaging portion 35 is formed by bending a portion of the plate 30 corresponding to the other end in the width direction of the outer trigger joint member 50 toward the one end side. It is possible to engage by hooking the other end. As shown in FIG. 7, the width dimension (H2) of the second engaging portion 35 is narrower than the width dimension (H1) of the first engaging portion 34, but the first engaging portion 34 and the second engaging portion 34 The engaging portions 35 are both formed to securely hook onto the outer induced joint member 50 .

第1係合部34及び第2係合部35は、上下方向に連続して設けられている。これにより、外側誘発目地部材50と、第1係合部34及び第2係合部35との接触面積を広く確保することができるので、固定状態にある外側誘発目地部材50を安定させることができる。また、板材30の幅方向一端部及び他端部を屈曲させることによって第1係合部34及び第2係合部35を設けているので、板材30の幅方向一端部及び他端部の強度を高めることができる。尚、第1係合部34及び第2係合部35は、上下方向に断続して設けられていてもよい。 The first engaging portion 34 and the second engaging portion 35 are continuously provided in the vertical direction. As a result, it is possible to ensure a wide contact area between the outer triggering joint member 50 and the first engaging portion 34 and the second engaging portion 35, so that the outer triggering joint member 50 in the fixed state can be stabilized. can. In addition, since the first engaging portion 34 and the second engaging portion 35 are provided by bending one end portion and the other end portion in the width direction of the plate member 30, the strength of the one end portion and the other end portion in the width direction of the plate member 30 is increased. can increase Note that the first engaging portion 34 and the second engaging portion 35 may be intermittently provided in the vertical direction.

第1係合部34と第2係合部35とは、配筋103の軸線A(図7に示す)に平行な同一鉛直面上に位置するように、両者の相対的な位置関係が設定されている。つまり、配筋103の軸線Aに対する第1係合部34の径方向(配筋103の径方向)の離間距離と、配筋103の軸線Aに対する第2係合部35の径方向(配筋103の径方向)の離間距離とは同じに設定されている。これにより、外側誘発目地部材50を第1係合部34及び第2係合部35に係合させて配筋103に取り付けた状態で、外側誘発目地部材50の延出板部51b、51bが配筋103と平行に配置されることになる。 The relative positional relationship between the first engaging portion 34 and the second engaging portion 35 is set so that they are positioned on the same vertical plane parallel to the axis A (shown in FIG. 7) of the bar arrangement 103. It is That is, the separation distance of the first engaging portion 34 from the axis A of the reinforcement 103 in the radial direction (radial direction of the reinforcement 103) and the radial direction of the second engaging portion 35 from the axis A of the reinforcement 103 (reinforcement 103 in the radial direction) is set to be the same. As a result, the extending plate portions 51b, 51b of the outer triggering joint member 50 are attached to the bar arrangement 103 by engaging the outer triggering joint member 50 with the first engaging portion 34 and the second engaging portion 35. It is arranged in parallel with the bar arrangement 103 .

第1板部32は、平板部31の幅方向一方の縁部(鉄筋取付部2が固定された部分)から第1係合部34へ近づくにつれて配筋103から離れるように形成されている。また、第2板部33は、平板部31の幅方向他方の縁部(鉄筋取付部2が固定された部分)から第2係合部35へ近づくにつれて配筋103から離れるように形成されている。したがって、第1板部32及び第2板部33は、共に配筋103の軸線Aに対して傾斜した傾斜板部で構成されることになるが、第1板部32の傾斜方向と第2板部33の傾斜方向とは反対方向になるので、第1板部32の基端部と第2板部33の基端部とが互いに最も接近しており、第1板部32の先端部と第2板部33の先端部とが互いに最も離れた位置関係になる。 The first plate portion 32 is formed so as to separate from the bar arrangement 103 as it approaches the first engaging portion 34 from one widthwise edge of the flat plate portion 31 (the portion to which the reinforcing bar attachment portion 2 is fixed). In addition, the second plate portion 33 is formed so as to separate from the bar arrangement 103 as it approaches the second engaging portion 35 from the other widthwise edge portion of the flat plate portion 31 (the portion where the reinforcing bar attachment portion 2 is fixed). there is Therefore, both the first plate portion 32 and the second plate portion 33 are configured as inclined plate portions that are inclined with respect to the axis A of the bar arrangement 103, but the inclination direction of the first plate portion 32 and the second plate portion Since the inclination direction of the plate portion 33 is the opposite direction, the base end portion of the first plate portion 32 and the base end portion of the second plate portion 33 are closest to each other, and the tip end portion of the first plate portion 32 and the tip portion of the second plate portion 33 are in a positional relationship that is the farthest from each other.

外側誘発目地部材50が固定されていないとき、第1板部32は、その基端部近傍が固定端となり、先端部が自由端となるので、例えば第1板部32の先端部を当該第1板部32の厚み方向に押すことで、当該第1板部32をその弾性によって撓み変形させることができる。弾性による撓み変形後、力を除くと形状が復元する。第2板部33も同様に弾性域において撓み変形させることができる。尚、第2板部33の幅が第1板部34の幅よりも短いので、第2板部33の方が小さな力で大きく撓み変形する。 When the outer trigger joint member 50 is not fixed, the first plate portion 32 has a fixed end near its base end and a free end at its tip. By pressing the first plate portion 32 in the thickness direction, the first plate portion 32 can be bent and deformed by its elasticity. After flexural deformation due to elasticity, the shape is restored when the force is removed. The second plate portion 33 can also be flexurally deformed in the elastic region. In addition, since the width of the second plate portion 33 is shorter than the width of the first plate portion 34, the second plate portion 33 is more flexurally deformed with a smaller force.

図7に示すように、第1板部32の幅寸法(H3)は、第2板部33の幅寸法(H4)よりも短くなっている。これは、平板部31を板部30の幅方向一側へ所定量だけ偏位させていることに起因している。一方、上述したように、配筋103と第1係合部34との離間距離と、配筋103と第2係合部35との離間距離とは同じである。よって、第1板部32の配筋103(軸線)に対する傾斜が、第2板部34の配筋103(軸線)に対する傾斜よりも急になる。 As shown in FIG. 7 , the width dimension (H3) of the first plate portion 32 is shorter than the width dimension (H4) of the second plate portion 33 . This is due to the fact that the flat plate portion 31 is displaced to one side in the width direction of the plate portion 30 by a predetermined amount. On the other hand, as described above, the separation distance between the reinforcement arrangement 103 and the first engaging portion 34 and the separation distance between the reinforcement arrangement 103 and the second engaging portion 35 are the same. Therefore, the inclination of the first plate portion 32 with respect to the reinforcement arrangement 103 (axis) is steeper than the inclination of the second plate portion 34 with respect to the reinforcement arrangement 103 (axis).

第1板部32及び第2板部33を上述したように傾斜させることで、第1板部32及び第2板部33の先端部にそれぞれ設けられている第1係合部34及び第2係合部35を配筋103から離すことができる。これにより、外側誘発目地部材50を壁状構造物100の表面に近づけること、即ち埋め込み化粧目地材70に近づけることができるので、コンクリートの被り部分が厚い場合であってもひび割れを所望箇所に誘発することができる。外側誘発目地部材50と埋め込み化粧目地材70との距離は、第1板部32及び第2板部33の形状や傾斜角度によって任意に設定することができる。 By inclining the first plate portion 32 and the second plate portion 33 as described above, the first engaging portion 34 and the second engaging portion 34 provided at the tip portions of the first plate portion 32 and the second plate portion 33, respectively. The engaging portion 35 can be separated from the bar arrangement 103 . As a result, the outer induced joint member 50 can be brought closer to the surface of the wall-like structure 100, that is, the embedded decorative joint member 70, so that cracks are induced at desired locations even when the concrete covering portion is thick. can do. The distance between the outer induced joint member 50 and the embedded decorative joint material 70 can be arbitrarily set according to the shapes and inclination angles of the first plate portion 32 and the second plate portion 33 .

(第1例に係る外側誘発目地部材の固定方法)
次に、上記のように構成された第1例に係る固定具1を用いて、第1例に係る外側誘発目地部材50を配筋103に固定する方法について説明する。まず、底版コンクリートの打設後、主筋102及び配筋103を配設した後、内側誘発目地部材60を配筋103に固定する。その後、固定具1の鉄筋取付部2を配筋103に取り付ける。このとき、鉄筋取付部2の第1挟持部21及び第2挟持部22の間に配筋103を押し込んで入れるだけで、第1挟持部21及び第2挟持部22によって配筋103を挟持することができるので、工具は不要である。そして、鉄筋取付部2の位置決め部21cを内側誘発目地部材60の側面に当接させる。位置決め部21cを内側誘発目地部材60の側面に当接させる作業は、第1挟持部21及び第2挟持部22の間に配筋103を押し込むのと同時であってもよいし、第1挟持部21及び第2挟持部22の間に配筋103を押し込んだ後であってもよい。このようにして複数の固定具1を各配筋103に取り付けておく。
(Method of fixing the outer induced joint member according to the first example)
Next, a method for fixing the outer induced joint member 50 according to the first example to the bar arrangement 103 using the fixture 1 according to the first example configured as described above will be described. First, after placing the bottom slab concrete, the main reinforcing bars 102 and the bar arrangement 103 are arranged, and then the inner induced joint member 60 is fixed to the bar arrangement 103 . After that, the reinforcing bar attachment portion 2 of the fixture 1 is attached to the bar arrangement 103 . At this time, the reinforcing bar arrangement 103 is clamped by the first clamping part 21 and the second clamping part 22 by simply pushing the reinforcing bar arrangement 103 between the first clamping part 21 and the second clamping part 22 of the reinforcing bar mounting part 2. so no tools are required. Then, the positioning portion 21 c of the reinforcing bar attachment portion 2 is brought into contact with the side surface of the inner trigger joint member 60 . The operation of bringing the positioning portion 21c into contact with the side surface of the inner trigger joint member 60 may be performed at the same time as pushing the reinforcement arrangement 103 between the first clamping portion 21 and the second clamping portion 22, or the first clamping may be performed. It may be after the bar arrangement 103 is pushed between the portion 21 and the second holding portion 22 . A plurality of fixtures 1 are attached to each bar arrangement 103 in this way.

次いで、外側誘発目地部材50を誘発目地部材取付部3に取り付ける。このとき、図9に示すように、外側誘発目地部材50の幅方向一端部を誘発目地部材取付部3の第1係合部34に引っ掛けて係合させる一方、外側誘発目地部材50の幅方向他端部は、第2係合部35よりも手前に配置して当該第2係合部35に係合させない状態にしておく。この状態から外側誘発目地部材50の幅方向他端部を第2係合部35に当て、第2係合部35を配筋103に接近する方向に押していくと、第2板部33が配筋103に接近する方向に撓み変形する。この第2板部33は傾斜しているので、配筋103へ近づく方向に撓み変形すると、その先端部にある第2係合部35は第1係合部34から離れる方向へ変位する。第2係合部35が第1係合部34から離れていくと、外側誘発目地部材50の幅方向他端部が第2係合部35を乗り越えて当該第2係合部35に係合可能な位置に移動する。このとき、第2係合部35の寸法H2が第1係合部34の寸法H1よりも短いので、第2板部33を大きく変形させることなく、外側誘発目地部材50の幅方向他端部を第2係合部35に係合させることができる。 Next, the outer induced joint member 50 is attached to the induced joint member attachment portion 3 . At this time, as shown in FIG. 9, one end in the width direction of the outer triggering joint member 50 is hooked to the first engaging portion 34 of the triggering joint member mounting portion 3 and engaged, while the width direction of the outer triggering joint member 50 is engaged. The other end portion is arranged in front of the second engaging portion 35 so as not to be engaged with the second engaging portion 35 . From this state, when the other end in the width direction of the outer trigger joint member 50 is brought into contact with the second engaging portion 35 and the second engaging portion 35 is pushed in a direction approaching the bar arrangement 103, the second plate portion 33 is arranged. It bends and deforms in a direction approaching the muscle 103 . Since the second plate portion 33 is inclined, when the second plate portion 33 is flexurally deformed in a direction approaching the bar arrangement 103, the second engaging portion 35 at the tip thereof is displaced away from the first engaging portion 34. As shown in FIG. When the second engaging portion 35 moves away from the first engaging portion 34 , the other widthwise end portion of the outer induced joint member 50 climbs over the second engaging portion 35 and engages with the second engaging portion 35 . Move to possible position. At this time, since the dimension H2 of the second engaging portion 35 is shorter than the dimension H1 of the first engaging portion 34, the other widthwise end portion of the outer induced joint member 50 can be moved without significantly deforming the second plate portion 33. can be engaged with the second engaging portion 35 .

その後、外側誘発目地部材50を押している力を抜くと、第2板部33が復元して第1係合部34と第2係合部35との離間距離が設計通りの距離になるので、外側誘発目地部材50の幅方向一端部及び他端部が第1係合部34及び第2係合部35に係合する。これにより、外側誘発目地部材50が誘発目地部材取付部3から離脱しなくなるとともに、幅方向の変位が第1係合部34及び第2係合部35によって拘束されるので、コンクリートの流動圧が作用したときの外側誘発目地部材50の位置ずれを抑制できる。 After that, when the force pushing the outer trigger joint member 50 is released, the second plate portion 33 is restored and the separation distance between the first engaging portion 34 and the second engaging portion 35 becomes the designed distance. One widthwise end and the other end of the outer induced joint member 50 are engaged with the first engaging portion 34 and the second engaging portion 35 . As a result, the outer triggering joint member 50 does not separate from the triggering joint member mounting portion 3, and the displacement in the width direction is restrained by the first engaging portion 34 and the second engaging portion 35, so that the flow pressure of the concrete is reduced. It is possible to suppress the displacement of the outer induced joint member 50 when it acts.

また、外側誘発目地部材50の幅方向一端部を第1係合部34に係合させた状態で外側誘発目地部材50の幅方向他端部を配筋103側へ押すだけで、第2板部33の弾性変形を利用して外側誘発目地部材50の幅方向他端部を第2係合部35に係合させることができる。よって、外側誘発目地部材50を固定するのに際して、各種工具は不要であるとともに、簡単な作業で済む。尚、外側誘発目地部材50の幅方向他端部を第2係合部35に係合させる際には、第1板部34が配筋103に接近する方向に撓み変形することもある。また、外側誘発目地部材50の幅方向他端部を第2係合部35に先に係合させ、その後、外側誘発目地部材50の幅方向一端部を第1係合部34に係合させるようにしてもよい。 In addition, by simply pushing the other widthwise end portion of the outer induced joint member 50 toward the bar arrangement 103 in a state where one widthwise end portion of the outer induced joint member 50 is engaged with the first engaging portion 34, the second plate The elastic deformation of the portion 33 can be used to engage the other widthwise end portion of the outer induced joint member 50 with the second engaging portion 35 . Therefore, when fixing the outer induced joint member 50, various tools are not required, and a simple operation is sufficient. When engaging the other end in the width direction of the outer induced joint member 50 with the second engaging portion 35 , the first plate portion 34 may be flexurally deformed in a direction approaching the bar arrangement 103 . Also, the other widthwise end of the outer triggering joint member 50 is first engaged with the second engaging portion 35 , and then the one widthwise end of the outer triggering joint member 50 is engaged with the first engaging portion 34 . You may do so.

外側誘発目地部材50を固定した後、コンクリート型枠パネルを設置する。コンクリート型枠パネルの設置後、コンクリートを打設する。コンクリートが固化すると、内部に断面欠損を有する壁状構造物100が得られる。 After securing the outer trigger joint members 50, the concrete formwork panels are installed. After the concrete formwork panels are installed, the concrete is poured. When the concrete hardens, a wall-like structure 100 having a cross-sectional defect inside is obtained.

(第2例に係る誘発目地部材の固定具)
次に、図4及び図5に示す第1例に係る外側誘発目地部材50を配筋103に固定するための誘発目地部材の固定具1Aの構造について説明する。固定具1Aは、鉄筋取付部200と、第2例に係る外側誘発目地部材80が取り付けられる誘発目地部材取付部300とを備えており、誘発目地部材取付部300が鉄筋取付部200に固定されている。鉄筋取付部200は、第1例に係る固定具1の鉄筋取付部2と同じ構造であり、第1挟持部221と、第2挟持部(図示せず)とを備えており、第1挟持部221には複数の開口部221aと、第1爪部221bと、位置決め部221cとが設けられている。同様に、図示しないが第2挟持部にも複数の開口部と、第2爪部と、位置決め部とが設けられている。
(Fixture for induced joint member according to second example)
Next, the structure of the induced joint member fixture 1A for fixing the outer induced joint member 50 according to the first example shown in FIGS. 4 and 5 to the bar arrangement 103 will be described. The fixture 1A includes a reinforcing bar mounting portion 200 and an induced joint member mounting portion 300 to which the outer induced joint member 80 according to the second example is mounted, and the induced joint member mounting portion 300 is fixed to the reinforcing bar mounting portion 200. ing. The reinforcing bar mounting portion 200 has the same structure as the reinforcing bar mounting portion 2 of the fixture 1 according to the first example, and includes a first holding portion 221 and a second holding portion (not shown). The portion 221 is provided with a plurality of openings 221a, a first claw portion 221b, and a positioning portion 221c. Similarly, although not shown, the second clamping portion is also provided with a plurality of openings, a second claw portion, and a positioning portion.

誘発目地部材取付部300は、第1例の板材30と同様な金属製の板材330で構成されている。板材330は、誘発目地部材80の幅方向一端部に対応する部分から他端部に対応する部分まで平坦に形成されており、配筋103の軸線と平行な鉛直面上に位置するようになっている。この板材330の幅方向中間部には、第1例と同様に鉄筋取付部2の固定部220が固定される平板部331が設けられている。平板部331は、第1例のものと同様に、板部330の幅方向中央部ではなく、幅方向中央部から幅方向一側へ所定量だけ偏位している。 The induced joint member attachment portion 300 is composed of a metal plate member 330 similar to the plate member 30 of the first example. The plate member 330 is formed flat from a portion corresponding to one end in the width direction of the induced joint member 80 to a portion corresponding to the other end, and is positioned on a vertical plane parallel to the axis of the bar arrangement 103. ing. A flat plate portion 331 to which the fixing portion 220 of the reinforcing bar attachment portion 2 is fixed is provided at the intermediate portion in the width direction of the plate member 330 as in the first example. As in the case of the first example, the flat plate portion 331 is shifted from the widthwise central portion of the plate portion 330 to one side in the widthwise direction by a predetermined amount instead of the widthwise central portion.

板材330は、平板部331と、第1係合部334と、第2係合部335とを有している。第1係合部334は、板材330の幅方向一端部に設けられており、外側誘発目地部材80の幅方向一端部に係合する部分である。第1係合部334は、板材330における外側誘発目地部材80の幅方向一端部に対応する部分を他端部側へ向けて屈曲させることによって構成されており、外側誘発目地部材80の幅方向一端部を引っ掛けるようにして係合させることが可能になっている。また、第2係合部335は、板材330における外側誘発目地部材80の幅方向他端部に対応する部分を他端部側へ向けて屈曲させることによって構成されており、外側誘発目地部材80の幅方向他端部を引っ掛けるようにして係合させることが可能になっている。図10に示すように、第1係合部334の幅寸法(H1)と、第2係合部35の幅寸法(H2)とは同じに設定されているが、一方が他方より長くてもよい。 The plate member 330 has a flat plate portion 331 , a first engaging portion 334 and a second engaging portion 335 . The first engaging portion 334 is provided at one end in the width direction of the plate member 330 and is a portion that engages with one end in the width direction of the outer induced joint member 80 . The first engaging portion 334 is formed by bending a portion of the plate member 330 corresponding to one end portion in the width direction of the outer trigger joint member 80 toward the other end portion. It is possible to engage by hooking one end. The second engaging portion 335 is formed by bending a portion of the plate member 330 corresponding to the other end in the width direction of the outer trigger joint member 80 toward the other end. The other end in the width direction can be engaged by hooking. As shown in FIG. 10, the width dimension (H1) of the first engaging portion 334 and the width dimension (H2) of the second engaging portion 35 are set to be the same. good.

(第2例に係る外側誘発目地部材の固定方法)
次に、上記のように構成された第2例に係る固定具1Aを用いて、第2例に係る外側誘発目地部材80を配筋103に固定する方法について説明する。まず、内側誘発目地部材60を配筋103に固定し、その後、固定具1Aの鉄筋取付部200を配筋103に取り付ける。そして、鉄筋取付部200の位置決め部221cを内側誘発目地部材60の側面に当接させる。ここまでは第1例と同じである。
(Method of fixing the outer induced joint member according to the second example)
Next, a method of fixing the outer induced joint member 80 according to the second example to the bar arrangement 103 using the fixture 1A according to the second example configured as described above will be described. First, the inner induced joint member 60 is fixed to the bar arrangement 103, and then the reinforcing bar attachment portion 200 of the fixture 1A is attached to the bar arrangement 103. Then, the positioning portion 221 c of the reinforcing bar attachment portion 200 is brought into contact with the side surface of the inner trigger joint member 60 . The process up to this point is the same as the first example.

次いで、外側誘発目地部材80を誘発目地部材取付部300に取り付ける。このとき、図5に示す形状の外側誘発目地部材80の突出部81aを幅方向両側からつまむようにして持ち、外側誘発目地部材80の幅方向の寸法が短くなるように、当該外側誘発目地部材80を弾性変形させる。具体的には、外側誘発目地部材80の幅方向一端部と他端部との距離が、第1係合部334と第2係合部335との距離よりも短くなるように外側誘発目地部材80を弾性変形させ、この状態で、外側誘発目地部材80の延出部81b、81bを板材330に当接させる。その後、力を除くと、外側誘発目地部材80の形状が復元して、外側誘発目地部材80の幅方向一端部及び他端部が第1係合部334及び第2係合部335に係合する。従って、外側誘発目地部材80を配筋103に固定するにあたって工具は不要であるとともに、簡単な作業で済む。 Next, the outer trigger joint member 80 is attached to the trigger joint member attachment portion 300 . At this time, the protruding portions 81a of the outer induced joint member 80 having the shape shown in FIG. elastically deform. Specifically, the distance between the widthwise one end and the other end of the outer triggering joint member 80 is shorter than the distance between the first engaging portion 334 and the second engaging portion 335. 80 is elastically deformed, and in this state, the extending portions 81b, 81b of the outer induced joint member 80 are brought into contact with the plate member 330. As shown in FIG. After that, when the force is removed, the shape of the outer induced joint member 80 is restored, and one widthwise end and the other end of the outer induced joint member 80 are engaged with the first engaging portion 334 and the second engaging portion 335. do. Therefore, no tool is required for fixing the outer induced joint member 80 to the bar arrangement 103, and the work is simple.

また、外側誘発目地部材80の幅方向一端部を先に第1係合部334に引っ掛けるようにして係合させておき、その後、外側誘発目地部材80を弾性変形させて幅を縮めてから、外側誘発目地部材80の幅方向他端部を第2係合部335に引っ掛けるようにしてもよい。 Also, one end in the width direction of the outer triggering joint member 80 is first hooked on the first engaging portion 334 to be engaged, and then the outer triggering joint member 80 is elastically deformed to reduce the width, The other end in the width direction of the outer triggering joint member 80 may be hooked on the second engaging portion 335 .

(実施形態の作用効果)
以上説明したように、この実施形態によれば、固定具1の鉄筋取付部2の第1挟持部21及び第2挟持部22によって配筋103を挟持することで、鉄筋取付部2を配筋103に取り付けることができる。そして、その鉄筋取付部2に固定されている誘発目地部材取付部3の第1係合部34及び第2係合部35に、外側誘発目地部材50の幅方向一端部及び他端部をそれぞれ係合させることで、外側誘発目地部材50を誘発目地部材取付部3に取り付けることができる。したがって、外側誘発目地部材50を配筋103に取り付ける際に、結束線やボルト、ナットが不要になるので、ハッカーやラチェットを使わずに済み、外側誘発目地部材50を簡単な作業でかつ確実に、しかも短時間で固定することができる。
(Action and effect of the embodiment)
As described above, according to this embodiment, the reinforcement 103 is sandwiched between the first clamping portion 21 and the second clamping portion 22 of the reinforcing bar mounting portion 2 of the fixture 1, so that the reinforcing bar mounting portion 2 is arranged. 103 can be attached. Then, one end and the other end in the width direction of the outer induced joint member 50 are attached to the first engaging portion 34 and the second engaging portion 35 of the induced joint member mounting portion 3 fixed to the reinforcing bar mounting portion 2, respectively. By engaging, the outer triggering joint member 50 can be attached to the triggering joint member mounting portion 3 . Therefore, when the outer induced joint member 50 is attached to the bar arrangement 103, binding wires, bolts, and nuts are not required, so hackers and ratchets are not required, and the outer induced joint member 50 can be easily and reliably attached. , and can be fixed in a short time.

また、第1例に係る内側誘発目地部材50を誘発目地部材取付部3の第1係合部34及び第2係合部35に係合させる際には、内側誘発目地部材50を一方の係合部に引っ掛けた状態にして他方の係合部を押すようにすることで、誘発目地部材取付部3の弾性変形を利用して簡単に係合させることができる。 Further, when engaging the inner triggering joint member 50 according to the first example with the first engaging portion 34 and the second engaging portion 35 of the triggering joint member mounting portion 3, the inner triggering joint member 50 is engaged with one of the engaging portions. By pushing the other engaging portion while hooked on the joining portion, the elastic deformation of the induced joint member mounting portion 3 can be used for easy engagement.

また、第2例に係る内側誘発目地部材80を誘発目地部材取付部300の第1係合部334及び第2係合部335に係合させる際には、内側誘発目地部材80の幅が狭くなるように当該内側誘発目地部材80を弾性変形させて第1係合部334及び第2係合部335の間に配置した後、内側誘発目地部材80の形状を復元させるだけでよく、簡単に係合させることができる。 Further, when engaging the inner triggering joint member 80 according to the second example with the first engaging portion 334 and the second engaging portion 335 of the triggering joint member mounting portion 300, the width of the inner triggering joint member 80 is narrow. After elastically deforming the inner triggering joint member 80 and arranging it between the first engaging portion 334 and the second engaging portion 335, the shape of the inner triggering joint member 80 can be easily restored. can be engaged.

上述の実施形態はあらゆる点で単なる例示に過ぎず、限定的に解釈してはならない。さらに、特許請求の範囲の均等範囲に属する変形や変更は、全て本発明の範囲内のものである。 The above-described embodiments are merely examples in all respects and should not be construed in a restrictive manner. Furthermore, all modifications and changes within the equivalent range of claims are within the scope of the present invention.

以上説明したように、本発明に係る誘発目地部材の固定具は、コンクリート構造物に配設される断面欠損部材を固定する場合に利用することができる。 INDUSTRIAL APPLICABILITY As described above, the fastener for the induced joint member according to the present invention can be used for fixing the cross-section-defective member arranged in a concrete structure.

1、1A 固定具
2 鉄筋取付部
3 誘発目地部材取付部
21 第1挟持部
22 第2挟持部
30 板材
32 第1板部
33 第2板部
34 第1係合部
35 第2係合部
50 外側誘発目地部材
60 内側誘発目地材
80 外側誘発目地部材
100 壁状構造物
103 配筋(鉄筋)
1, 1A Fixture 2 Reinforcing bar attachment portion 3 Induced joint member attachment portion 21 First clamping portion 22 Second clamping portion 30 Plate material 32 First plate portion 33 Second plate portion 34 First engaging portion 35 Second engaging portion 50 Outer induced joint member 60 Inner induced joint member 80 Outer induced joint member 100 Wall-like structure 103 Bar arrangement (rebar)

Claims (6)

コンクリート製の壁状構造物の内部に配設される上下方向に長い誘発目地部材を、当該壁状構造物の内部に配設されて水平方向に延びる鉄筋に固定するための誘発目地部材の固定具において、
前記鉄筋の外周面にそれぞれ当接して当該鉄筋を上下方向に挟持する第1挟持部及び第2挟持部を有するとともに、弾性を持った金属材料で構成された鉄筋取付部と、
前記誘発目地部材の幅方向一端部及び他端部にそれぞれ係合する第1係合部及び第2係合部を有する誘発目地部材取付部とを備え、
前記鉄筋取付部は、前記誘発目地部材取付部に固定される固定部を有し、
前記第1挟持部は、前記固定部の上部から突出し、前記鉄筋の外周面における上側部分に対して上から当接するように形成されるとともに、突出方向中間部が最も上に位置し、突出方向中間部から突出方向基端部に近づくほど及び突出方向中間部から突出方向先端部に近づくほど下に位置するように湾曲しており、
前記第1挟持部には、前記突出方向基端部側から前記突出方向先端部側に亘って開口部が設けられ、該開口部における前記突出方向先端部側に位置する周縁部には前記突出方向基端部へ向けて突出するとともに前記鉄筋の外周面に係止する第1爪部が形成され、
前記第2挟持部は、前記固定部の下部から突出し、前記鉄筋の外周面における下側部分に対して下から当接するように形成されるとともに、突出方向中間部が最も下に位置し、突出方向中間部から突出方向基端部に近づくほど及び突出方向中間部から突出方向先端部に近づくほど上に位置するように湾曲しており、
前記第2挟持部には、前記突出方向基端部側から前記突出方向先端部側に亘って開口部が設けられ、該開口部における前記突出方向先端部側に位置する周縁部には前記突出方向基端部へ向けて突出するとともに前記鉄筋の外周面における前記第1爪部が係止した部分よりも下の部分に係止する第2爪部が形成され、
前記第1挟持部の突出方向中間部と前記第2挟持部の突出方向中間部との上下方向の離間寸法は前記鉄筋の外径寸法よりも短く設定されていることを特徴とする誘発目地部材の固定具。
Fixing of an induced joint member for fixing a vertically long induced joint member arranged inside a concrete wall-shaped structure to a reinforcing bar arranged inside the wall-shaped structure and extending in the horizontal direction In the tool
a reinforcing bar mounting portion having a first holding portion and a second holding portion for holding the reinforcing bar in the vertical direction by contacting the outer peripheral surface of the reinforcing bar, respectively, and made of an elastic metal material;
a induced joint member mounting portion having a first engaging portion and a second engaging portion that engage with one end and the other end in the width direction of the induced joint member, respectively;
The reinforcing bar mounting portion has a fixing portion fixed to the induced joint member mounting portion,
The first clamping portion protrudes from the upper portion of the fixing portion and is formed so as to abut against an upper portion of the outer peripheral surface of the reinforcing bar from above. It is curved so as to be positioned downward as it approaches the proximal end in the projection direction from the intermediate portion and as it approaches the distal end in the projection direction from the intermediate portion in the projection direction,
The first holding portion is provided with an opening extending from the projecting direction base end side to the projecting direction distal end side, and the peripheral edge portion located on the projecting direction distal end side of the opening is the projecting part. A first claw portion protruding toward the direction base end portion and engaging with the outer peripheral surface of the reinforcing bar is formed,
The second clamping part protrudes from the lower part of the fixing part, is formed to abut against a lower part of the outer peripheral surface of the reinforcing bar from below, and has a middle part in the direction of protrusion positioned at the lowest position and protrudes. It is curved so as to be located higher as it approaches the projecting direction base end from the direction intermediate part and as it approaches the projecting direction tip part from the projecting direction intermediate part,
The second holding portion is provided with an opening extending from the protruding direction base end side to the protruding direction leading end side, and the peripheral edge portion located on the protruding direction leading end side of the opening is the protruding part. a second claw portion protruding toward the direction base end portion and engaging with a portion below the portion of the outer peripheral surface of the reinforcing bar where the first claw portion is engaged;
A induced joint member characterized in that a vertical separation dimension between a projecting direction intermediate portion of the first holding portion and a projecting direction intermediate portion of the second holding portion is set shorter than an outer diameter size of the reinforcing bar. fixture.
請求項1に記載の誘発目地部材の固定具において、
前記誘発目地部材取付部は、前記誘発目地部材の幅方向一端部から他端部まで延びる板材からなり、
前記第1係合部は、前記板材における前記誘発目地部材の幅方向一端部に対応する部分を他端部側へ向けて屈曲させることによって構成され、
前記第2係合部は、前記板材における前記誘発目地部材の幅方向他端部に対応する部分を一端部側へ向けて屈曲させることによって構成されていることを特徴とする誘発目地部材の固定具。
In the fixture of the induced joint member according to claim 1,
The induced joint member mounting portion is made of a plate member extending from one end in the width direction of the induced joint member to the other end,
The first engaging portion is configured by bending a portion of the plate material corresponding to one end in the width direction of the induced joint member toward the other end,
The second engaging portion is formed by bending a portion of the plate member corresponding to the other end in the width direction of the induced joint member toward the one end side. equipment.
請求項2に記載の誘発目地部材の固定具において、
前記板材における前記誘発目地部材の幅方向中間部に対応する部分に前記鉄筋取付部の前記固定部が固定され、
前記板材は、前記固定部が固定された部分から前記第1係合部へ近づくにつれて前記鉄筋から離れるように形成された第1板部と、前記固定部が固定された部分から前記第2係合部へ近づくにつれて前記鉄筋から離れるように形成された第2板部とを有していることを特徴とする誘発目地部材の固定具。
In the fixture of the induced joint member according to claim 2,
The fixed portion of the reinforcing bar mounting portion is fixed to a portion of the plate material corresponding to the width direction intermediate portion of the induced joint member,
The plate member includes a first plate portion formed so as to separate from the reinforcing bar as it approaches the first engaging portion from a portion where the fixing portion is fixed, and a portion where the fixing portion is fixed to the second engaging portion. and a second plate portion formed so as to move away from the reinforcing bar as it approaches the joining portion.
請求項3に記載の誘発目地部材の固定具において、
前記板材は弾性を有していることを特徴とする誘発目地部材の固定具。
In the fixture of the induced joint member according to claim 3,
A fixture for a induced joint member, wherein the plate material has elasticity.
請求項4に記載の誘発目地部材の固定具において、
前記板材は、前記誘発目地部材の幅方向一端部に対応する部分から他端部に対応する部分まで平坦に形成されていることを特徴とする誘発目地部材の固定具。
In the fixture of the induced joint member according to claim 4,
A fixture for an induced joint member, wherein the plate material is formed flat from a portion corresponding to one end in the width direction of the induced joint member to a portion corresponding to the other end in the width direction of the induced joint member.
請求項1から5のいずれか1つに記載の誘発目地部材の固定具において、
前記誘発目地部材取付部は、前記壁状構造物の内部における前記鉄筋よりも外側に配設される外側誘発目地部材が取り付けられる部分であり、
前記鉄筋取付部は、前記壁状構造物の内部における前記鉄筋よりも内側に配設されて当該壁状構造物の厚み方向かつ上下方向に延びる板状の内側誘発目地部材に当接し、当該内側誘発目地部材の延長線上に前記外側誘発目地部材の幅方向中央部が位置するように当該外側誘発目地部材を位置決めするための位置決め部を有していることを特徴とする誘発目地部材の固定具。
In the fixture of the induced joint member according to any one of claims 1 to 5,
The induced joint member attachment portion is a portion to which an outer induced joint member disposed outside the reinforcing bars inside the wall-like structure is attached,
The reinforcing bar mounting portion abuts on a plate-shaped inner induced joint member that is disposed inside the wall-like structure inside the reinforcing bar and extends in the thickness direction and the vertical direction of the wall-like structure. A fixture for an induced joint member, characterized by having a positioning portion for positioning the outer induced joint member so that the widthwise central portion of the outer induced joint member is positioned on an extension line of the induced joint member. .
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JP2002047760A (en) 2000-08-04 2002-02-15 Arai Concrete Kogyo Kk Reinforcement spacer
JP2006070430A (en) 2004-08-31 2006-03-16 Japan Life Kk Reinforcement support
JP3121658U (en) 2006-02-20 2006-05-25 有限会社井▼崎▲工業 Crack-induced water stop structure
JP2010265612A (en) 2009-05-12 2010-11-25 Showa Konpo Shizai Kk Inducing joint material
JP2011256691A (en) 2010-05-13 2011-12-22 Nippon Kasetsu Kk Concrete crack-inducing joint device and usage method for the same

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5234022Y2 (en) * 1973-02-12 1977-08-03

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002047760A (en) 2000-08-04 2002-02-15 Arai Concrete Kogyo Kk Reinforcement spacer
JP2006070430A (en) 2004-08-31 2006-03-16 Japan Life Kk Reinforcement support
JP3121658U (en) 2006-02-20 2006-05-25 有限会社井▼崎▲工業 Crack-induced water stop structure
JP2010265612A (en) 2009-05-12 2010-11-25 Showa Konpo Shizai Kk Inducing joint material
JP2011256691A (en) 2010-05-13 2011-12-22 Nippon Kasetsu Kk Concrete crack-inducing joint device and usage method for the same

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