JP3232252U - Reinforcing bar spacing holder - Google Patents

Reinforcing bar spacing holder Download PDF

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JP3232252U
JP3232252U JP2021001011U JP2021001011U JP3232252U JP 3232252 U JP3232252 U JP 3232252U JP 2021001011 U JP2021001011 U JP 2021001011U JP 2021001011 U JP2021001011 U JP 2021001011U JP 3232252 U JP3232252 U JP 3232252U
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reinforcing bar
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engaging portion
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哲也 福田
哲也 福田
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株式会社東海建商
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Abstract

【課題】基礎コンクリートの強度に影響を及ぼすことなく型枠の内側面と基礎鉄筋との間に所定間隔を保持することができる鉄筋用間隔保持具を提供する。【解決手段】鉄筋用間隔保持具1は、型枠Kにより基礎コンクリートを施工する際に、型枠Kの内側面と基礎鉄筋Tとの間の間隔保持のために用いられる鉄筋用間隔保持具であって、型枠Kの上部に上方から係合可能な型枠係合部10と、型枠係合部10から水平方向に所定間隔W0離間し且つ鉛直方向に低い位置に設けられ、基礎鉄筋Tにおける最上段の横鉄筋TXに上方から係合可能な横鉄筋係合部20と、型枠係合部10と横鉄筋係合部20との間を接続する接続部30とを備える。【選択図】図7PROBLEM TO BE SOLVED: To provide an interval holder for reinforcing bars capable of maintaining a predetermined interval between an inner surface surface of a formwork and a foundation reinforcing bar without affecting the strength of the foundation concrete. SOLUTION: A reinforcing bar spacing holder 1 is used for holding a spacing between an inner surface of a formwork K and a foundation reinforcing bar T when constructing foundation concrete with a formwork K. The formwork engaging portion 10 that can be engaged from above on the formwork K is provided at a predetermined distance W0 in the horizontal direction and at a low position in the vertical direction from the formwork engaging portion 10. The reinforcing bar T includes a horizontal reinforcing bar engaging portion 20 that can be engaged with the uppermost horizontal reinforcing bar TX from above, and a connecting portion 30 that connects the formwork engaging portion 10 and the horizontal reinforcing bar engaging portion 20. [Selection diagram] FIG. 7

Description

本考案は、基礎コンクリートの施工時に型枠の内側面と基礎鉄筋との間の間隔保持のために用いられる鉄筋用間隔保持具に関する。 The present invention relates to a reinforcing bar spacing holder used for maintaining a spacing between the inner surface of the formwork and the foundation reinforcing bar during the construction of foundation concrete.

従来、型枠を用いて基礎コンクリートを施工する際、型枠の内側面と基礎鉄筋との間に所定間隔(「被り」と称される)を保持するために、ドーナツ形に樹脂成形された鉄筋スペーサと称される器具が広く用いられている(例えば、特許文献1等参照。)。 Conventionally, when constructing foundation concrete using a formwork, it is resin-molded into a donut shape in order to maintain a predetermined distance (called "cover") between the inner surface of the formwork and the foundation reinforcing bar. An instrument called a reinforcing bar spacer is widely used (see, for example, Patent Document 1 and the like).

上述した従来の鉄筋スペーサは、基礎鉄筋の要所に装着されて、その外周枠が型枠の内側面に当接することで、型枠の内側面と基礎鉄筋との間に所定間隔を保持することができるものである。 The above-mentioned conventional reinforcing bar spacer is attached to a key point of the foundation reinforcing bar, and the outer peripheral frame abuts on the inner surface surface of the formwork to maintain a predetermined distance between the inner surface surface of the formwork and the foundation reinforcing bar. It is something that can be done.

特開平10−238018号公報Japanese Unexamined Patent Publication No. 10-238018

しかしながら、上述した従来の鉄筋スペーサは、基礎鉄筋に装着された状態で生コンクリートが打設されて基礎コンクリート中にそのまま異物として埋設される。このため、例えば、鉄筋スペーサの一部が基礎コンクリートからはみ出す等、埋設状態が正常でない場合には、基礎コンクリートの強度に影響を及ぼす恐れがあるという問題がある。 However, in the conventional reinforcing bar spacer described above, ready-mixed concrete is cast in a state of being attached to the foundation reinforcing bar and buried as a foreign substance in the foundation concrete as it is. Therefore, there is a problem that the strength of the foundation concrete may be affected when the buried state is not normal, for example, a part of the reinforcing bar spacer protrudes from the foundation concrete.

本考案は、基礎コンクリートの強度に影響を及ぼすことなく型枠の内側面と基礎鉄筋との間に所定間隔を保持することができる鉄筋用間隔保持具を提供することを目的とする。 An object of the present invention is to provide a reinforcing bar spacing holder capable of maintaining a predetermined spacing between an inner surface of a formwork and a foundation reinforcing bar without affecting the strength of the foundation concrete.

(1)本考案に係る鉄筋用間隔保持具は、型枠により基礎コンクリートを施工する際に、前記型枠の内側面と基礎鉄筋との間の間隔保持のために用いられる鉄筋用間隔保持具であって、前記型枠の上端に上方から係合可能な型枠係合部と、前記型枠係合部から所定間隔離間し且つ鉛直方向に低い位置に設けられ、前記基礎鉄筋における最上段の横鉄筋に上方から係合可能な横鉄筋係合部と、前記型枠係合部と前記横鉄筋係合部との間を接続する接続部とを備える。 (1) The reinforcing bar spacing holder according to the present invention is a reinforcing bar spacing holder used for maintaining a gap between the inner surface of the formwork and the foundation reinforcing bar when constructing foundation concrete with a formwork. A formwork engaging portion that can be engaged with the upper end of the formwork from above, and a formwork engaging portion that is provided at a predetermined distance from the formwork engaging portion and at a lower position in the vertical direction, and is provided at a lower position in the vertical direction. It is provided with a horizontal reinforcing bar engaging portion that can be engaged with the horizontal reinforcing bar from above, and a connecting portion that connects the formwork engaging portion and the horizontal reinforcing bar engaging portion.

この構成によれば、鉄筋用間隔保持具の型枠係合部を型枠の上端に上方から係合させると共に、接続部を介して型枠係合部と接続された横鉄筋係合部を型枠係合部から水平方向に所定間隔離間し且つ鉛直方向に低い位置で基礎鉄筋における最上段の横鉄筋に上方から係合させることで、型枠の内側面と基礎鉄筋との間に所定間隔を保持することができる。そして、基礎コンクリートのベース部と布基礎部とを二度打ちにより形成する場合、鉄筋用間隔保持具で外側の型枠の内側面と基礎鉄筋との間に所定間隔を保持した状態でベース部用の生コンクリートを打設して固化させた後、鉄筋用間隔保持具を取り外し、内側の型枠を設置して布基礎部用の生コンクリートを打設して固化させることで、基礎鉄筋との間に所定間隔(被り)を確保した基礎コンクリートを形成することができる。よって、基礎コンクリートの強度に影響を及ぼすことなく型枠の内側面と基礎鉄筋との間に所定間隔を保持することができる鉄筋用間隔保持具を提供することができるという効果を奏する。 According to this configuration, the formwork engaging portion of the reinforcing bar spacing holder is engaged with the upper end of the formwork from above, and the horizontal reinforcing bar engaging portion connected to the formwork engaging portion via the connecting portion is formed. By engaging with the uppermost horizontal reinforcing bar of the foundation reinforcing bar from above at a predetermined distance in the horizontal direction and at a low position in the vertical direction from the formwork engaging portion, a predetermined distance is formed between the inner surface of the formwork and the foundation reinforcing bar. The interval can be maintained. Then, when the base portion of the foundation concrete and the cloth foundation portion are formed by double striking, the base portion is maintained in a state where a predetermined distance is maintained between the inner surface of the outer formwork and the foundation reinforcing bar by the reinforcing bar spacing holder. After placing the ready-mixed concrete for solidification, remove the space holder for the reinforcing bar, install the inner formwork, and cast and solidify the ready-mixed concrete for the cloth foundation to form the foundation reinforcing bar. It is possible to form a foundation concrete with a predetermined interval (cover) between the two. Therefore, it is possible to provide an interval holder for reinforcing bars that can maintain a predetermined interval between the inner surface of the formwork and the foundation reinforcing bar without affecting the strength of the foundation concrete.

(2)前記型枠係合部は、前記型枠の厚みに対応する幅で開口する下向きコ字形状に形成され、前記横鉄筋係合部は、前記横鉄筋の太さに対応する幅で開口する下向きコ字形状に形成され、前記接続部は、L字形状に形成されてL字縦辺側の端部に連続して前記型枠係合部が設けられ且つL字横辺側の端部に連続して前記横鉄筋係合部が設けられる。 (2) The formwork engaging portion is formed in a downward U-shape that opens with a width corresponding to the thickness of the formwork, and the horizontal reinforcing bar engaging portion has a width corresponding to the thickness of the horizontal reinforcing bar. It is formed in a downward U-shape that opens, and the connection portion is formed in an L-shape, and the formwork engaging portion is continuously provided at the end on the L-shaped vertical side side, and the L-shaped horizontal side side. The horizontal reinforcing bar engaging portion is continuously provided at the end portion.

この構成によれば、接続部のL字縦辺側の端部に連続して設けられて下向きコ字形状に形成された型枠係合部は、型枠の厚みに対応する幅で開口しているので、型枠の上端に上方から確実に係合させることができる。一方、接続部のL字横辺側の端部に連続して設けられて下向きコ字形状に形成された横鉄筋係合部は、型枠係合部よりも接続部の高さ分だけ下がった位置で横鉄筋の太さに対応する幅で開口しているので、型枠の内側面から所定間隔離間した位置で基礎鉄筋のうち最上段の横鉄筋に上方から確実に係合させることができる。よって、型枠の内側面と基礎鉄筋との間に所定間隔を確実に保持することができる。 According to this configuration, the formwork engaging portion formed continuously at the end on the L-shaped vertical side side of the connecting portion and formed in a downward U-shape opens with a width corresponding to the thickness of the formwork. Therefore, it can be securely engaged with the upper end of the formwork from above. On the other hand, the horizontal reinforcing bar engaging portion, which is continuously provided at the end on the L-shaped lateral side side of the connecting portion and is formed in a downward U-shape, is lowered by the height of the connecting portion from the formwork engaging portion. Since the opening is wide enough to correspond to the thickness of the horizontal rebar at the vertical position, it is possible to securely engage the uppermost horizontal rebar of the foundation rebar from above at a position separated from the inner surface of the formwork by a predetermined distance. it can. Therefore, a predetermined distance can be reliably maintained between the inner surface of the formwork and the foundation reinforcing bar.

(3)前記横鉄筋係合部の下向きコ字形状は、前記接続部から遠い側から順に設けられる第1鉛直辺、水平辺、及び第2鉛直辺からなり、前記型枠係合部の下向きコ字形状、前記接続部のL字形状、前記横鉄筋係合部の前記第1鉛直辺及び前記水平辺は、一つの長方形金属板を折り曲げて一体に形成されたものであり、前記横鉄筋係合部の前記第2鉛直辺は、前記長方形金属板とは別体の金属片を固定して一体化したものである。 (3) The downward U-shape of the horizontal reinforcing bar engaging portion comprises a first vertical side, a horizontal side, and a second vertical side provided in order from the side far from the connecting portion, and the downward U-shaped portion of the mold engaging portion. The U-shape, the L-shape of the connecting portion, the first vertical side and the horizontal side of the horizontal reinforcing bar engaging portion are integrally formed by bending one rectangular metal plate, and the horizontal reinforcing bar is formed integrally. The second vertical side of the engaging portion is formed by fixing and integrating a metal piece separate from the rectangular metal plate.

この構成によれば、鉄筋用間隔保持具は、横鉄筋係合部の第2鉛直辺を除く全体が一つの長方形金属板を折り曲げて一体に形成され、横鉄筋係合部の第2鉛直辺が別体の金属片を固定して一体化して形成されているので、型枠係合部及び横鉄筋係合部にそれぞれ下向きコ字形状を有する構造を、簡単な加工で強度を確保しつつ実現することができる。 According to this configuration, the entire reinforcing bar spacing holder except for the second vertical side of the horizontal reinforcing bar engaging portion is integrally formed by bending one rectangular metal plate, and the second vertical side of the horizontal reinforcing bar engaging portion is formed integrally. Is formed by fixing a separate metal piece and integrating it, so that the structure with a downward U-shape at the formwork engaging part and the horizontal reinforcing bar engaging part can be secured by simple processing. It can be realized.

(4)前記第2鉛直辺は、前記水平辺の接続部寄り端部の下面に垂下する姿勢に配置され、前記第2鉛直辺の側面と前記L字横辺の下面とを連結する補強片を介して固定される。 (4) The second vertical side is arranged in a posture of hanging from the lower surface of the end near the connecting portion of the horizontal side, and a reinforcing piece connecting the side surface of the second vertical side and the lower surface of the L-shaped horizontal side. It is fixed via.

この構成によれば、別体の金属板からなる第2鉛直辺は、その側面が補強片を介してL字横辺の下面と連結されることにより、水平辺の接続部寄り端部の下面に垂下する姿勢で強固に固定されることで、横鉄筋係合部の下向きコ字形状が形成される。 According to this configuration, the side surface of the second vertical side made of a separate metal plate is connected to the lower surface of the L-shaped horizontal side via a reinforcing piece, so that the lower surface of the end portion near the connection portion of the horizontal side is connected. By being firmly fixed in a hanging posture, a downward U-shape of the horizontal reinforcing bar engaging portion is formed.

(5)前記補強片は、側面視直角三角形状の金属板からなり、斜辺が下向きに配置されて、直角を挟む2辺のうち水平な上辺が前記L字横辺の下面に接合され且つ鉛直な縦辺が前記第2鉛直辺の側面に接合される。 (5) The reinforcing piece is made of a metal plate having a right-angled triangular shape when viewed from the side, and the hypotenuse is arranged downward, and the horizontal upper side of the two sides sandwiching the right angle is joined to the lower surface of the L-shaped horizontal side and is vertical. Vertical side is joined to the side surface of the second vertical side.

この構成によれば、第2鉛直辺は、補強片の水平な上辺がL字横辺の下面に接合され且つ鉛直な縦辺が第2鉛直辺の側面に接合されることにより、水平辺の接続部寄り端部の下面に垂下する姿勢で強固に固定される。 According to this configuration, the second vertical side is formed by joining the horizontal upper side of the reinforcing piece to the lower surface of the L-shaped horizontal side and the vertical vertical side to the side surface of the second vertical side. It is firmly fixed in a posture of hanging from the lower surface of the end near the connection part.

(6)前記第2鉛直辺は、上下逆L字型の金属板からなり、前記水平辺の接続部寄り端部の下面に垂下する姿勢に配置されてネジ止めにより固定される。 (6) The second vertical side is made of an upside-down L-shaped metal plate, is arranged in a posture of hanging from the lower surface of the end portion near the connection portion of the horizontal side, and is fixed by screwing.

この構成によれば、別体の金属板からなる第2鉛直辺が、水平辺の接続部寄り端部の下面に垂下する姿勢でネジ止めにより強固に固定されることで、横鉄筋係合部の下向きコ字形状が形成される。 According to this configuration, the second vertical side made of a separate metal plate is firmly fixed by screwing in a posture of hanging from the lower surface of the end near the connection part of the horizontal side, so that the horizontal reinforcing bar engaging portion is formed. A downward U-shape is formed.

(7)前記型枠係合部の下向きコ字形状、前記接続部のL字形状、前記横鉄筋係合部の下向きコ字形状は、一つの長方形金属板を折り曲げて一体に形成されたものである。 (7) The downward U-shape of the formwork engaging portion, the L-shape of the connection portion, and the downward U-shape of the horizontal reinforcing bar engaging portion are integrally formed by bending one rectangular metal plate. Is.

この構成によれば、鉄筋用間隔保持具は、全体が一つの長方形金属板を折り曲げて一体に形成されているので、型枠係合部及び横鉄筋係合部にそれぞれ下向きコ字形状を有する構造を少ない部品点数で実現することができる。 According to this configuration, since the entire reinforcing bar spacing holder is integrally formed by bending one rectangular metal plate, the formwork engaging portion and the horizontal reinforcing bar engaging portion each have a downward U-shape. The structure can be realized with a small number of parts.

本考案の実施形態に係る鉄筋用間隔保持具を示す斜視図である。It is a perspective view which shows the space holder for a reinforcing bar which concerns on embodiment of this invention. 実施形態に係る鉄筋用間隔保持具を示す正面図である。It is a front view which shows the space holder for a reinforcing bar which concerns on embodiment. 実施形態に係る鉄筋用間隔保持具を示す背面図である。It is a rear view which shows the space holder for a reinforcing bar which concerns on embodiment. 実施形態に係る鉄筋用間隔保持具を示す右側面図である。It is a right side view which shows the space holder for a reinforcing bar which concerns on embodiment. 実施形態に係る鉄筋用間隔保持具を示す平面図である。It is a top view which shows the space holder for a reinforcing bar which concerns on embodiment. 実施形態に係る鉄筋用間隔保持具を示す底面図である。It is a bottom view which shows the space holder for a reinforcing bar which concerns on embodiment. 型枠の上端及び横鉄筋に装着された鉄筋用間隔保持具を示す右側面図である。It is a right side view which shows the space holder for a reinforcing bar attached to the upper end of a formwork and a horizontal reinforcing bar. 鉄筋用間隔保持具が装着された外側の型枠及び基礎鉄筋を側面視にて示す説明図である。It is explanatory drawing which shows the outer formwork and the foundation reinforcing bar which attached the interval holder for reinforcing bars in a side view. 基礎コンクリートのベース部を打設した状態を示す図8相当の説明図である。It is explanatory drawing corresponding to FIG. 8 which shows the state which the base part of the foundation concrete was placed. 基礎コンクリートのベース部打設後に鉄筋用間隔保持具を取り外す様子を示す図8相当の説明図である。It is explanatory drawing corresponding to FIG. 8 which shows the state of removing the space holder for a reinforcing bar after placing a base part of a foundation concrete. 基礎コンクリートのベース部上に内側の型枠を設置した状態を示す図8相当の説明図である。It is explanatory drawing corresponding to FIG. 8 which shows the state which the inner formwork is installed on the base part of the foundation concrete. 基礎コンクリートの布基礎部を打設した状態を示す図8相当の説明図である。It is explanatory drawing corresponding to FIG. 8 which shows the state in which the cloth foundation part of the foundation concrete is placed. 第1変形例に係る鉄筋用間隔保持具を示す右側面図である。It is a right side view which shows the space holder for a reinforcing bar which concerns on 1st modification. 第2変形例に係る鉄筋用間隔保持具を示す右側面図である。It is a right side view which shows the space holder for a reinforcing bar which concerns on the 2nd modification.

以下、本考案の鉄筋用間隔保持具を具体化した一実施形態について図面を参照しつつ説明する。 Hereinafter, an embodiment in which the space holder for reinforcing bars of the present invention is embodied will be described with reference to the drawings.

(1.鉄筋用間隔保持具1の全体構成)
まず、本実施形態の鉄筋用間隔保持具1の全体構成について、図1〜図7を参照しつつ説明する。図1は鉄筋用間隔保持具1を示す斜視図、図2は正面図、図3は背面図、図4は右側面図、図5は平面図、図6は底面図である。また、図7は、型枠Kの上端及び横鉄筋TXに装着された鉄筋用間隔保持具1を示す右側面図である。尚、左側面図は、図4の右側面図と対称に表れるため省略する。
(1. Overall configuration of spacing holder 1 for reinforcing bars)
First, the overall configuration of the reinforcing bar spacing holder 1 of the present embodiment will be described with reference to FIGS. 1 to 7. 1 is a perspective view showing a reinforcing bar spacing holder 1, FIG. 2 is a front view, FIG. 3 is a rear view, FIG. 4 is a right side view, FIG. 5 is a plan view, and FIG. 6 is a bottom view. Further, FIG. 7 is a right side view showing the upper end of the form K and the reinforcing bar spacing holder 1 attached to the horizontal reinforcing bar TX. The left side view is omitted because it appears symmetrically with the right side view of FIG.

鉄筋用間隔保持具1は、型枠Kにより基礎コンクリートを施工する際に、型枠Kの内側面と、格子状に連結された複数の横鉄筋TX及び縦鉄筋TYからなる基礎鉄筋Tとの間の間隔保持のために用いられる鉄筋用間隔保持具である。 When the foundation concrete is constructed by the formwork K, the reinforcing bar spacing holder 1 includes the inner surface of the formwork K and the foundation reinforcing bar T composed of a plurality of horizontal reinforcing bars TX and vertical reinforcing bars TY connected in a grid pattern. It is a space-holding tool for reinforcing bars used for maintaining the space between spaces.

鉄筋用間隔保持具1は、金属を材質とするもので、例えば、SGCC(溶融亜鉛めっきを施した冷間圧延鋼板)等の鋼板を加工して構成される。鉄筋用間隔保持具1は、図1〜図7に示すように、型枠係合部10と、横鉄筋係合部20と、型枠係合部10と横鉄筋係合部20との間を接続する接続部30とを備えて構成される。 The rebar spacing holder 1 is made of metal, and is formed by processing a steel plate such as SGCC (hot-dip galvanized cold-rolled steel plate). As shown in FIGS. 1 to 7, the reinforcing bar spacing holder 1 is located between the formwork engaging portion 10, the horizontal reinforcing bar engaging portion 20, and the formwork engaging portion 10 and the horizontal reinforcing bar engaging portion 20. It is configured to include a connecting portion 30 for connecting the above.

型枠係合部10は、型枠Kの上端に上方から係合可能な部位である。型枠係合部10は、長方形金属板の長手方向一端に折り曲げ加工を施すことにより、型枠Kの厚みWkに対応する幅W1で開口する下向きコ字形状に形成されている。型枠係合部10の下向きコ字形状は、長手方向一端側から順に設けられる第1鉛直辺11と、水平辺12と、第2鉛直辺13とから形成される。幅W1は、型枠Kの厚みWkよりも所定幅(例えば、数mm、好ましくは、1〜5mm)だけ大きく設定される。 The formwork engaging portion 10 is a portion that can be engaged with the upper end of the formwork K from above. The form engaging portion 10 is formed in a downward U-shape that opens with a width W1 corresponding to the thickness Wk of the form K by bending one end of the rectangular metal plate in the longitudinal direction. The downward U-shape of the formwork engaging portion 10 is formed from a first vertical side 11, a horizontal side 12, and a second vertical side 13 which are provided in order from one end side in the longitudinal direction. The width W1 is set to be larger than the thickness Wk of the mold K by a predetermined width (for example, several mm, preferably 1 to 5 mm).

横鉄筋係合部20は、型枠係合部10から水平方向に所定間隔W0離間し且つ鉛直方向に低い位置に設けられ、基礎鉄筋Tのうち最上段の横鉄筋TXに上方から係合可能な部位である。横鉄筋係合部20は、型枠係合部10が形成される長方形金属板の長手方向他端に設けられ、横鉄筋TXの太さDに対応する幅W2で開口する下向きコ字形状に形成される。幅W2は、横鉄筋TXの太さDよりも所定幅(例えば、数mm、好ましくは、1〜5mm)だけ大きく設定される。 The horizontal reinforcing bar engaging portion 20 is provided at a predetermined distance W0 in the horizontal direction and at a low position in the vertical direction from the formwork engaging portion 10, and can be engaged with the uppermost horizontal reinforcing bar TX of the basic reinforcing bars T from above. It is a part. The horizontal reinforcing bar engaging portion 20 is provided at the other end in the longitudinal direction of the rectangular metal plate on which the formwork engaging portion 10 is formed, and has a downward U-shape that opens with a width W2 corresponding to the thickness D of the horizontal reinforcing bar TX. It is formed. The width W2 is set to be larger than the thickness D of the horizontal reinforcing bar TX by a predetermined width (for example, several mm, preferably 1 to 5 mm).

横鉄筋係合部20の下向きコ字形状は、接続部30から遠い側から順に設けられる第1鉛直辺21と、水平辺22と、第2鉛直辺23とからなる。第1鉛直辺21は、型枠係合部10や接続部30と同一の長方形金属板の他端を下向き直角に折り曲げて形成され、第1鉛直辺21に隣接する水平部分が長さW3の水平辺22となっている。一方、第2鉛直辺23は、長方形金属板とは別体の金属片により形成されて、水平辺22の第1鉛直辺21とは反対側の一端に接続されたものである。第2鉛直辺23の固定構造については後で詳述する。 The downward U-shape of the horizontal reinforcing bar engaging portion 20 includes a first vertical side 21, a horizontal side 22, and a second vertical side 23, which are provided in order from the side far from the connecting portion 30. The first vertical side 21 is formed by bending the other end of the same rectangular metal plate as the mold engaging portion 10 and the connecting portion 30 at a right angle downward, and the horizontal portion adjacent to the first vertical side 21 has a length W3. The horizontal side is 22. On the other hand, the second vertical side 23 is formed of a metal piece separate from the rectangular metal plate, and is connected to one end of the horizontal side 22 opposite to the first vertical side 21. The fixed structure of the second vertical side 23 will be described in detail later.

接続部30は、L字形状に形成されて、L字縦辺31の端部に連続して型枠係合部10が設けられ且つL字横辺32の端部に連続して横鉄筋係合部20が設けられることにより、横鉄筋係合部20が型枠係合部10から水平方向に所定間隔W0離間し且つ鉛直方向に低いという位置関係で型枠係合部10と横鉄筋係合部20との間を接続する。 The connecting portion 30 is formed in an L shape, and the formwork engaging portion 10 is continuously provided at the end of the L-shaped vertical side 31, and the horizontal reinforcing bar is continuously provided at the end of the L-shaped horizontal side 32. By providing the joint portion 20, the horizontal reinforcing bar engaging portion 20 is separated from the formwork engaging portion 10 by a predetermined interval W0 in the horizontal direction and is low in the vertical direction. Connect with the joint 20.

横鉄筋係合部20の第2鉛直辺23は、水平辺22の第1鉛直辺21とは反対側の一端の下面に垂下する姿勢に配置され、第2鉛直辺23の側面とL字横辺32の下面とを連結する補強片40を介して固定される。 The second vertical side 23 of the horizontal reinforcing bar engaging portion 20 is arranged so as to hang down on the lower surface of one end of the horizontal side 22 opposite to the first vertical side 21, and is L-shaped laterally to the side surface of the second vertical side 23. It is fixed via a reinforcing piece 40 that connects the lower surface of the side 32.

補強片40は、側面視直角三角形状の金属板である。補強片40は、斜辺41を下向きにし、直角を挟む2辺のうち水平な上辺42がL字横辺32の下面に沿うと共に、鉛直な縦辺43が第2鉛直辺23の側面に沿うように配置される。そして、補強片40の上辺42がL字横辺32の下面に、縦辺43が第2鉛直辺23の側面にそれぞれ溶接によって接合されることにより、第1鉛直辺21の側面とL字横辺32の下面とが連結される。 The reinforcing piece 40 is a metal plate having a right-angled triangular shape when viewed from the side. The reinforcing piece 40 has the hypotenuse 41 facing downward so that the horizontal upper side 42 of the two sides sandwiching the right angle is along the lower surface of the L-shaped horizontal side 32 and the vertical vertical side 43 is along the side surface of the second vertical side 23. Is placed in. Then, the upper side 42 of the reinforcing piece 40 is joined to the lower surface of the L-shaped horizontal side 32 by welding, and the vertical side 43 is joined to the side surface of the second vertical side 23 by welding, so that the side surface of the first vertical side 21 and the L-shaped horizontal side are joined. The lower surface of the side 32 is connected.

(2.鉄筋用間隔保持具1を用いた基礎コンクリートの施工方法)
次に、鉄筋用間隔保持具1を用いて基礎コンクリートを施工する方法について、図8乃至図12を参照しつつ説明する。図8は鉄筋用間隔保持具1が装着された外側の型枠K及び基礎鉄筋Tを側面視にて示す説明図、図9は基礎コンクリートのベース部CBを打設した状態を、図10はベース部CB打設後に鉄筋用間隔保持具1を取り外す様子を、図11はベース部CB上に内側の型枠K’を設置した状態を、図12は布基礎部NKを打設した状態を、それぞれ示す図8相当の説明図である。
(2. Construction method of foundation concrete using the interval holder 1 for reinforcing bars)
Next, a method of constructing the foundation concrete using the reinforcing bar spacing holder 1 will be described with reference to FIGS. 8 to 12. FIG. 8 is an explanatory view showing the outer formwork K and the foundation reinforcing bar T to which the interval holder 1 for reinforcing bars is mounted from a side view, FIG. 9 is a state in which the base portion CB of the foundation concrete is placed, and FIG. FIG. 11 shows a state in which the reinforcing bar spacing holder 1 is removed after placing the base portion CB, FIG. 11 shows a state in which the inner formwork K'is installed on the base portion CB, and FIG. 12 shows a state in which the cloth foundation portion NK is placed. , Each of which is an explanatory diagram corresponding to FIG.

最初に、鉄筋用間隔保持具1は、図8に示すように、型枠係合部10を型枠Kの上部に上方から係合させると共に、型枠係合部10と接続部30を介して接続された横鉄筋係合部20を、基礎鉄筋Tのうち最上段の横鉄筋TXに上方から係合させることにより、型枠K及び横鉄筋TXに装着する。 First, as shown in FIG. 8, the reinforcing bar spacing holder 1 engages the formwork engaging portion 10 with the upper part of the formwork K from above, and also via the formwork engaging portion 10 and the connecting portion 30. By engaging the horizontal reinforcing bar engaging portion 20 connected in the above with the horizontal reinforcing bar TX at the uppermost stage of the basic reinforcing bar T from above, the formwork K and the horizontal reinforcing bar TX are attached.

次に、図9に示すように、型枠Kによって囲まれたベース部打設空間内に生コンクリートの打設を行う。この時、鉄筋用間隔保持具1の型枠係合部10が型枠Kの上端に係合し、横鉄筋係合部20が最上段の横鉄筋TXに係合しているため、型枠Kの内側面と基礎鉄筋Tとの間に所定間隔W0が保持される。生コンクリートを所定高さまで打設した後、所定時間放置して固化させる。 Next, as shown in FIG. 9, ready-mixed concrete is placed in the base portion placing space surrounded by the formwork K. At this time, since the formwork engaging portion 10 of the reinforcing bar spacing holder 1 is engaged with the upper end of the formwork K and the horizontal reinforcing bar engaging portion 20 is engaged with the uppermost horizontal reinforcing bar TX, the formwork A predetermined interval W0 is maintained between the inner surface of K and the foundation reinforcing bar T. After placing the ready-mixed concrete to a predetermined height, leave it for a predetermined time to solidify it.

生コンクリートが固化してベース部CBが完成すると、図10に示すように、鉄筋用間隔保持具1を型枠K及び横鉄筋TXから取り外す。 When the ready-mixed concrete is solidified and the base portion CB is completed, as shown in FIG. 10, the reinforcing bar spacing holder 1 is removed from the formwork K and the horizontal reinforcing bar TX.

続いて、図11に示すように、内側の型枠K’を外側の型枠Kに対し布基礎部NKの予定幅だけ離間させて対向配置し、ベース部CB上に設置する。 Subsequently, as shown in FIG. 11, the inner formwork K'is placed opposite to the outer formwork K by the planned width of the cloth base portion NK, and is installed on the base portion CB.

続いて、図12に示すように、外側の型枠Kと内側の型枠K’との間に形成される布基礎部打設空間内に所定高さまで生コンクリートの打設を行い、所定時間放置して固化させる。生コンクリートが固化して布基礎NKが完成した後、外側の型枠K及び内側の型枠K’を解体して、基礎コンクリートの施工が完了する。 Subsequently, as shown in FIG. 12, ready-mixed concrete is placed to a predetermined height in the cloth foundation casting space formed between the outer formwork K and the inner formwork K', and the ready-mixed concrete is placed for a predetermined time. Leave to solidify. After the ready-mixed concrete is solidified and the cloth foundation NK is completed, the outer formwork K and the inner formwork K'are dismantled to complete the construction of the foundation concrete.

本実施形態に係る基礎コンクリートの施工方法では、ベース部CB完成後、鉄筋用間隔保持具1を取り外してから布基礎部NKの施工を行うので、コンクリート中に鉄筋用間隔保持具1が異物として埋設されず、基礎コンクリートの強度に影響を及ぼすことがない。 In the foundation concrete construction method according to the present embodiment, after the base portion CB is completed, the reinforcing bar spacing holder 1 is removed and then the cloth foundation portion NK is constructed. Therefore, the reinforcing bar spacing holder 1 is used as a foreign substance in the concrete. It is not buried and does not affect the strength of the foundation concrete.

(3.実施形態のまとめ)
本実施形態に係る鉄筋用間隔保持具1は、型枠Kにより基礎コンクリートを施工する際に、型枠Kと基礎鉄筋Tとの間の間隔保持のために用いられる鉄筋用間隔保持具であって、型枠Kの上部に上方から係合可能な型枠係合部10と、型枠係合部10から水平方向に所定間隔W0離間し且つ鉛直方向に低い位置に設けられ、基礎鉄筋Tのうち最上段の横鉄筋TXに上方から係合可能な横鉄筋係合部20と、型枠係合部10と横鉄筋係合部20との間を接続する接続部30とを備える。
(3. Summary of Embodiment)
The reinforcing bar spacing holder 1 according to the present embodiment is a reinforcing bar spacing holder used for maintaining the spacing between the formwork K and the foundation reinforcing bar T when constructing the foundation concrete with the formwork K. The formwork engaging portion 10 that can be engaged from above on the formwork K is provided at a predetermined distance W0 in the horizontal direction and at a low position in the vertical direction from the formwork engaging portion 10, and the basic reinforcing bar T is provided. Among them, a horizontal reinforcing bar engaging portion 20 that can be engaged with the uppermost horizontal reinforcing bar TX from above, and a connecting portion 30 that connects between the formwork engaging portion 10 and the horizontal reinforcing bar engaging portion 20 are provided.

この構成によれば、鉄筋用間隔保持具1の型枠係合部10を型枠Kの上部に上方から係合させると共に、接続部30を介して型枠係合部10と接続された横鉄筋係合部20を型枠係合部10から水平方向に所定間隔W0離間し且つ鉛直方向に低い位置で基礎鉄筋Tにおける最上段の横鉄筋TXに上方から係合させることで、型枠Kの側面と基礎鉄筋Tとの間に所定間隔W0を保持することができる。そして、基礎コンクリートのベース部CBと布基礎部NKとを二度打ちにより形成する場合、鉄筋用間隔保持具1で外側の型枠Kの内側面と基礎鉄筋Tとの間に所定間隔W0を保持した状態で生コンクリートを打設してベース部CBを形成した後、鉄筋用間隔保持具1を取り外し、内側の型枠K’を設置して生コンクリートを打設して布基礎部NKを形成することで、基礎鉄筋Tと基礎コンクリートの外面との間に所定間隔(被り)W0を確保することができる。よって、基礎コンクリートの強度に影響を及ぼすことなく型枠Kの内側面と基礎鉄筋Tとの間に所定間隔W0を保持することができる鉄筋用間隔保持具1を提供することができるという効果を奏する。 According to this configuration, the formwork engaging portion 10 of the reinforcing bar spacing holder 1 is engaged with the upper part of the formwork K from above, and is laterally connected to the formwork engaging portion 10 via the connecting portion 30. By engaging the reinforcing bar engaging portion 20 with the uppermost horizontal reinforcing bar TX in the foundation reinforcing bar T at a predetermined distance W0 in the horizontal direction and at a low position in the vertical direction from above, the formwork K A predetermined distance W0 can be maintained between the side surface of the structure and the foundation reinforcing bar T. Then, when the base portion CB of the foundation concrete and the cloth foundation portion NK are formed by double striking, a predetermined interval W0 is provided between the inner surface of the outer formwork K and the foundation reinforcing bar T by the reinforcing bar spacing holder 1. After placing ready-mixed concrete in the holding state to form the base part CB, remove the rebar spacing holder 1 and install the inner formwork K'and place the ready-mixed concrete to form the cloth foundation part NK. By forming it, a predetermined interval (cover) W0 can be secured between the foundation reinforcing bar T and the outer surface of the foundation concrete. Therefore, there is an effect that it is possible to provide a reinforcing bar spacing holder 1 capable of holding a predetermined spacing W0 between the inner surface of the form K and the foundation reinforcing bar T without affecting the strength of the foundation concrete. Play.

また、型枠係合部10は、型枠Kの厚みに対応する幅で開口する下向きコ字形状に形成され、横鉄筋係合部20は、横鉄筋TXの太さに対応する幅で開口する下向きコ字形状に形成され、接続部30は、断面L字形状に形成されてL字縦辺31側の端部に連続して型枠係合部10が設けられ且つL字横辺32側の端部に連続して横鉄筋係合部20が設けられる。 Further, the formwork engaging portion 10 is formed in a downward U-shape that opens with a width corresponding to the thickness of the formwork K, and the horizontal reinforcing bar engaging portion 20 opens with a width corresponding to the thickness of the horizontal reinforcing bar TX. The connecting portion 30 is formed in a downward U-shape, and the connecting portion 30 is formed in an L-shaped cross section, and the formwork engaging portion 10 is continuously provided at the end on the L-shaped vertical side 31 side, and the L-shaped horizontal side 32. A horizontal reinforcing bar engaging portion 20 is continuously provided at the side end portion.

この構成によれば、接続部30のL字縦辺31側の端部に連続して設けられて下向きコ字形状に形成された型枠係合部10は、型枠Kの厚みに対応する幅で開口しているので、型枠Kの上端に上方から確実に係合させることができる。一方、接続部30のL字横辺32側の端部に連続して設けられて下向きコ字形状に形成された横鉄筋係合部20は、型枠係合部10よりも接続部30の高さ分だけ下がった位置で横鉄筋TXの太さに対応する幅で開口しているので、型枠Kの内側面から所定間隔W0離間した位置で基礎鉄筋Tのうち最上段の横鉄筋TXに上方から確実に係合させることができる。よって、型枠Kの内側面と基礎鉄筋Tとの間に所定間隔W0を確実に保持することができる。 According to this configuration, the formwork engaging portion 10 continuously provided at the end of the connecting portion 30 on the L-shaped vertical side 31 side and formed in a downward U-shape corresponds to the thickness of the formwork K. Since it is opened with a width, it can be securely engaged with the upper end of the form K from above. On the other hand, the horizontal reinforcing bar engaging portion 20 which is continuously provided at the end of the connecting portion 30 on the L-shaped lateral side 32 side and formed in a downward U-shape is a connecting portion 30 rather than the formwork engaging portion 10. Since the opening is widened to correspond to the thickness of the horizontal reinforcing bar TX at a position lowered by the height, the uppermost horizontal reinforcing bar TX of the basic reinforcing bar T is located at a predetermined interval W0 away from the inner side surface of the form K. Can be securely engaged from above. Therefore, a predetermined interval W0 can be reliably held between the inner surface of the form K and the foundation reinforcing bar T.

また、横鉄筋係合部20の下向きコ字形状は、接続部30から遠い側から順に設けられる第1鉛直辺21、水平辺22、及び第2鉛直辺23からなり、型枠係合部10の下向きコ字形状、接続部30のL字形状、横鉄筋係合部20の第1鉛直辺21及び水平辺22は、一つの長方形金属板を折り曲げて一体に形成されたものであり、横鉄筋係合部20の第2鉛直辺23は、長方形金属板とは別体の金属片を固定して一体化したものである。 Further, the downward U-shape of the horizontal reinforcing bar engaging portion 20 is composed of a first vertical side 21, a horizontal side 22, and a second vertical side 23 provided in order from the side far from the connecting portion 30, and the mold engaging portion 10 The downward U-shape, the L-shape of the connecting portion 30, the first vertical side 21 and the horizontal side 22 of the horizontal reinforcing bar engaging portion 20 are formed integrally by bending one rectangular metal plate, and are laterally formed. The second vertical side 23 of the reinforcing bar engaging portion 20 is formed by fixing and integrating a metal piece separate from the rectangular metal plate.

この構成によれば、鉄筋用間隔保持具1は、横鉄筋係合部20の第2鉛直辺23を除く全体が一つの長方形金属板を折り曲げて一体に形成され、横鉄筋係合部20の第2鉛直辺23が別体の金属片を固定して一体化して形成されているので、型枠係合部10及び横鉄筋係合部20にそれぞれ下向きコ字形状を有する構造を、簡単な加工で強度を確保しつつ実現することができる。 According to this configuration, the entire reinforcing bar spacing holder 1 except for the second vertical side 23 of the horizontal reinforcing bar engaging portion 20 is integrally formed by bending one rectangular metal plate, and the horizontal reinforcing bar engaging portion 20 is formed integrally. Since the second vertical side 23 is formed by fixing and integrally forming a separate metal piece, a structure having a downward U-shape in each of the formwork engaging portion 10 and the horizontal reinforcing bar engaging portion 20 can be simplified. It can be realized while ensuring the strength by processing.

また、第2鉛直辺23は、水平辺22の接続部寄り端部の下面に垂下する姿勢に配置され、第2鉛直辺23の側面とL字横辺32の下面とを連結する補強片40を介して固定される。 Further, the second vertical side 23 is arranged so as to hang down on the lower surface of the end portion of the horizontal side 22 near the connecting portion, and the reinforcing piece 40 connecting the side surface of the second vertical side 23 and the lower surface of the L-shaped horizontal side 32. It is fixed via.

この構成によれば、別体の金属板からなる第2鉛直辺23は、その側面が補強片40を介してL字横辺32の下面に連結されることにより、水平辺22の接続部寄り端部の下面に垂下する姿勢で強固に固定される。 According to this configuration, the side surface of the second vertical side 23 made of a separate metal plate is connected to the lower surface of the L-shaped horizontal side 32 via the reinforcing piece 40, so that the second vertical side 23 is closer to the connecting portion of the horizontal side 22. It is firmly fixed in a posture of hanging on the lower surface of the end.

また、補強片40は、側面視直角三角形状の金属板からなり、斜辺41が下向きに配置されて、直角を挟む2辺のうち水平な上辺42がL字横辺32の下面に接合され且つ鉛直な縦辺43が第2鉛直辺23の側面に接合される。 Further, the reinforcing piece 40 is made of a metal plate having a right-angled triangular shape when viewed from the side, and the oblique side 41 is arranged downward, and the horizontal upper side 42 of the two sides sandwiching the right angle is joined to the lower surface of the L-shaped horizontal side 32. The vertical vertical side 43 is joined to the side surface of the second vertical side 23.

この構成によれば、第2鉛直辺23は、補強片40の水平な上辺42がL字横辺32の下面に接合され且つ鉛直な縦辺43が第2鉛直辺23の側面に接合されることにより、水平辺22の接続部寄り端部の下面に垂下する姿勢で強固に固定される。 According to this configuration, in the second vertical side 23, the horizontal upper side 42 of the reinforcing piece 40 is joined to the lower surface of the L-shaped horizontal side 32, and the vertical vertical side 43 is joined to the side surface of the second vertical side 23. As a result, the horizontal side 22 is firmly fixed in a hanging position on the lower surface of the end portion near the connecting portion.

(4.第1変形例)
次に、本考案の第1変形例について、図13を参照しつつ説明する。図13は、第1変形例に係る鉄筋用間隔保持具2を示す右側面図である。尚、上記実施形態と同一の構成には同一の符号を付し、それらについての詳細な説明を省略する。上記実施形態では、型枠係合部10の下向きコ字形状、接続部30のL字形状、横鉄筋係合部20の第1鉛直辺21及び水平辺22が設けられる長方形金属板とは別体で、横鉄筋係合部20の第2鉛直辺23を形成し、接合により一体化する構成とした。これに対し、本変形例に係る鉄筋用間隔保持具2は、図13に示すように、型枠係合部10の下向きコ字形状、接続部30のL字形状、横鉄筋係合部20の下向きコ字形状は、一つの長方形金属板を折り曲げて一体に形成されたものである。
(4. First modification)
Next, a first modification of the present invention will be described with reference to FIG. FIG. 13 is a right side view showing the rebar spacing holder 2 according to the first modification. The same configurations as those in the above embodiment are designated by the same reference numerals, and detailed description thereof will be omitted. In the above embodiment, it is different from the rectangular metal plate provided with the downward U-shape of the formwork engaging portion 10, the L-shape of the connecting portion 30, the first vertical side 21 and the horizontal side 22 of the horizontal reinforcing bar engaging portion 20. The second vertical side 23 of the horizontal reinforcing bar engaging portion 20 was formed by the body, and was integrated by joining. On the other hand, as shown in FIG. 13, the reinforcing bar spacing holder 2 according to the present modification has a downward U-shape of the formwork engaging portion 10, an L-shape of the connecting portion 30, and a horizontal reinforcing bar engaging portion 20. The downward U-shape is formed by bending one rectangular metal plate and integrally forming it.

より詳細には、接続部30のL字縦辺31は、下端が第1鉛直辺21の下端と同じ高さまで下に延びて水平向き直角に折り曲げられてL字横辺32が形成される。L字横辺32は、所定間隔W0だけ水平に延び、上向き直角に折り曲げられて横鉄筋係合部20の第2鉛直辺23が形成される。第2鉛直辺23は、上記実施形態の水平辺22と同じ高さまで延び、水平向き直角に折り曲げられて水平辺22が形成される。以下、水平辺22及び第1鉛直辺21は、上記実施形態と同様である。 More specifically, the lower end of the L-shaped vertical side 31 of the connecting portion 30 extends downward to the same height as the lower end of the first vertical side 21 and is bent at a right angle in the horizontal direction to form the L-shaped horizontal side 32. The L-shaped horizontal side 32 extends horizontally by a predetermined interval W0 and is bent upward at a right angle to form the second vertical side 23 of the horizontal reinforcing bar engaging portion 20. The second vertical side 23 extends to the same height as the horizontal side 22 of the above embodiment and is bent at a right angle in the horizontal direction to form the horizontal side 22. Hereinafter, the horizontal side 22 and the first vertical side 21 are the same as those in the above embodiment.

この構成によれば、鉄筋用間隔保持具1は、全体が一つの長方形金属板を折り曲げて一体に形成されているので、型枠係合部10及び横鉄筋係合部20にそれぞれ下向きコ字形状を有する構造を、少ない部品点数で実現することができる。 According to this configuration, since the entire reinforcing bar spacing holder 1 is integrally formed by bending one rectangular metal plate, the formwork engaging portion 10 and the horizontal reinforcing bar engaging portion 20 have a downward U-shape, respectively. A structure having a shape can be realized with a small number of parts.

(5.第2変形例)
次に、本考案の第2変形例について、図14を参照しつつ説明する。図14は、第2変形例に係る鉄筋用間隔保持具3を示す右側面図である。上記実施形態では、第2鉛直辺23を、補強片40を介して固定する構造としたが、本変形例に係る鉄筋用間隔保持具3は、図14に示すように、第2鉛直辺23は、上下逆L字型の金属板からなり、水平辺22の接続部寄り端部の下面に垂下する姿勢に配置されて、ネジ50のネジ止めにより固定される。
(5. Second modification)
Next, a second modification of the present invention will be described with reference to FIG. FIG. 14 is a right side view showing the reinforcing bar spacing holder 3 according to the second modification. In the above embodiment, the second vertical side 23 is fixed via the reinforcing piece 40, but the reinforcing bar spacing holder 3 according to this modified example has the second vertical side 23 as shown in FIG. Is made of an upside-down L-shaped metal plate, is arranged in a posture of hanging on the lower surface of the end portion near the connection portion of the horizontal side 22, and is fixed by screwing the screw 50.

この構成によれば、別体の金属板からなる第2鉛直辺23が、水平辺22の接続部寄り端部の下面に垂下する姿勢でネジ止めにより強固に固定されることで、横鉄筋係合部20の下向きコ字形状が形成される。本変形例によっても、上記実施形態と同様の効果を奏する。 According to this configuration, the second vertical side 23 made of a separate metal plate is firmly fixed by screwing in a posture of hanging from the lower surface of the end portion near the connection portion of the horizontal side 22, so that the horizontal reinforcing bar is engaged. A downward U-shape of the joint 20 is formed. This modification also has the same effect as that of the above embodiment.

(6.その他の変形例)
本考案は、上述した実施の形態に限定されるものではなく、本考案の主旨を逸脱しない範囲で種々に変更を施すことが可能である。例えば、上記実施形態では、接続部30をL字形状に形成して、横鉄筋係合部20が型枠係合部から水平方向に所定間隔離間し且つ鉛直方向に低い位置となるようにしたが、これには限られない。例えば、接続部30を逆L字形状に形成してもよいし、型枠係合部10から横鉄筋係合部20に向かって下方へ傾斜する直線状としてもよい。
(6. Other modified examples)
The present invention is not limited to the above-described embodiment, and various modifications can be made without departing from the gist of the present invention. For example, in the above embodiment, the connecting portion 30 is formed in an L shape so that the horizontal reinforcing bar engaging portion 20 is separated from the formwork engaging portion by a predetermined interval in the horizontal direction and is at a low position in the vertical direction. However, it is not limited to this. For example, the connecting portion 30 may be formed in an inverted L shape, or may be formed in a straight line inclined downward from the formwork engaging portion 10 toward the horizontal reinforcing bar engaging portion 20.

1 鉄筋用間隔保持具(実施形態)
2 鉄筋用間隔保持具(第1変形例)
3 鉄筋用間隔保持具(第2変形例)
10 型枠係合部
20 横鉄筋係合部
21 第1鉛直辺
22 水平辺
23 第2鉛直辺
30 接続部
31 L字縦辺
32 L字横辺
40 補強片
41 斜辺
42 上辺
43 縦辺
T 基礎鉄筋
TX 横鉄筋
TY 縦鉄筋
1 Spacing tool for reinforcing bars (embodiment)
2 Reinforcing bar spacing holder (first modification)
3 Reinforcing bar spacing holder (second modification)
10 Form engaging part 20 Horizontal reinforcing bar engaging part 21 1st vertical side 22 Horizontal side 23 2nd vertical side 30 Connection part 31 L-shaped vertical side 32 L-shaped horizontal side 40 Reinforcing piece 41 Hypotenuse 42 Upper side 43 Vertical side T foundation Reinforcing bar TX Horizontal reinforcing bar TY Vertical reinforcing bar

Claims (7)

型枠により基礎コンクリートを施工する際に、前記型枠の内側面と基礎鉄筋との間の間隔保持のために用いられる鉄筋用間隔保持具であって、
前記型枠の上端に上方から係合可能な型枠係合部と、
前記型枠係合部から水平方向に所定間隔離間し且つ鉛直方向に低い位置に設けられ、前記基礎鉄筋における最上段の横鉄筋に上方から係合可能な横鉄筋係合部と、
前記型枠係合部と前記横鉄筋係合部との間を接続する接続部と、
を備える、鉄筋用間隔保持具。
A reinforcing bar spacing holder used to maintain the spacing between the inner surface of the formwork and the foundation reinforcing bars when constructing foundation concrete using the formwork.
A formwork engaging portion that can be engaged with the upper end of the formwork from above,
A horizontal reinforcing bar engaging portion that is provided at a predetermined distance in the horizontal direction and at a low position in the vertical direction from the formwork engaging portion and is capable of engaging with the uppermost horizontal reinforcing bar in the foundation reinforcing bar from above.
A connecting portion that connects the formwork engaging portion and the horizontal reinforcing bar engaging portion,
Spacing tool for reinforcing bars.
前記型枠係合部は、前記型枠の厚みに対応する幅で開口する下向きコ字形状に形成され、
前記横鉄筋係合部は、前記横鉄筋の太さに対応する幅で開口する下向きコ字形状に形成され、
前記接続部は、L字形状に形成されてL字縦辺の端部に連続して前記型枠係合部が設けられ且つL字横辺の端部に連続して前記横鉄筋係合部が設けられる、請求項1に記載の鉄筋用間隔保持具。
The formwork engaging portion is formed in a downward U-shape that opens with a width corresponding to the thickness of the formwork.
The horizontal reinforcing bar engaging portion is formed in a downward U-shape that opens with a width corresponding to the thickness of the horizontal reinforcing bar.
The connecting portion is formed in an L shape, the formwork engaging portion is continuously provided at the end of the L-shaped vertical side, and the horizontal reinforcing bar engaging portion is continuously provided at the end of the L-shaped horizontal side. The space-holding tool for reinforcing bars according to claim 1, wherein is provided.
前記横鉄筋係合部の下向きコ字形状は、前記接続部から遠い側から順に設けられる第1鉛直辺、水平辺、及び第2鉛直辺からなり、
前記型枠係合部の下向きコ字形状、前記接続部のL字形状、前記横鉄筋係合部の前記第1鉛直辺及び前記水平辺は、一つの長方形金属板を折り曲げて一体に形成されたものであり、
前記横鉄筋係合部の前記第2鉛直辺は、前記長方形金属板とは別体の金属片を固定して一体化したものである、請求項2に記載の鉄筋用間隔保持具。
The downward U-shape of the horizontal reinforcing bar engaging portion comprises a first vertical side, a horizontal side, and a second vertical side, which are provided in order from the side far from the connecting portion.
The downward U-shape of the formwork engaging portion, the L-shape of the connecting portion, the first vertical side and the horizontal side of the horizontal reinforcing bar engaging portion are integrally formed by bending one rectangular metal plate. And
The space-holding tool for reinforcing bars according to claim 2, wherein the second vertical side of the horizontal reinforcing bar engaging portion is formed by fixing and integrating a metal piece separate from the rectangular metal plate.
前記第2鉛直辺は、前記水平辺の接続部寄り端部の下面に垂下する姿勢に配置され、前記第2鉛直辺の側面と前記L字横辺の下面とを連結する補強片を介して固定される、請求項3に記載の鉄筋用間隔保持具。 The second vertical side is arranged so as to hang down on the lower surface of the end portion closer to the connection portion of the horizontal side, and via a reinforcing piece connecting the side surface of the second vertical side and the lower surface of the L-shaped horizontal side. The spacing holder for reinforcing bars according to claim 3, which is fixed. 前記補強片は、側面視直角三角形状の金属板からなり、斜辺が下向きに配置されて、直角を挟む2辺のうち水平な上辺が前記L字横辺の下面に接合され且つ鉛直な縦辺が前記第2鉛直辺の側面に接合される、請求項4に記載の鉄筋用間隔保持具。 The reinforcing piece is made of a metal plate having a right-angled triangular shape when viewed from the side, and the hypotenuse is arranged downward, and the horizontal upper side of the two sides sandwiching the right angle is joined to the lower surface of the L-shaped horizontal side and is a vertical vertical side. The spacing holder for reinforcing bars according to claim 4, wherein is joined to the side surface of the second vertical side. 前記第2鉛直辺は、上下逆L字型の金属板からなり、前記水平辺の接続部寄り端部の下面に垂下する姿勢に配置されてネジ止めにより固定される、請求項3に記載の鉄筋用間隔保持具。 The third aspect of claim 3, wherein the second vertical side is made of an upside-down L-shaped metal plate, is arranged in a posture of hanging from the lower surface of the end portion near the connection portion of the horizontal side, and is fixed by screwing. Spacing tool for reinforcing bars. 前記型枠係合部の下向きコ字形状、前記接続部のL字形状、前記横鉄筋係合部の下向きコ字形状は、一つの長方形金属板を折り曲げて一体に形成されたものである、請求項2に記載の鉄筋用間隔保持具。 The downward U-shape of the formwork engaging portion, the L-shape of the connection portion, and the downward U-shape of the horizontal reinforcing bar engaging portion are integrally formed by bending one rectangular metal plate. The spacing holder for reinforcing bars according to claim 2.
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