JP2007332629A - Reinforcement receiving spacer - Google Patents

Reinforcement receiving spacer Download PDF

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JP2007332629A
JP2007332629A JP2006164744A JP2006164744A JP2007332629A JP 2007332629 A JP2007332629 A JP 2007332629A JP 2006164744 A JP2006164744 A JP 2006164744A JP 2006164744 A JP2006164744 A JP 2006164744A JP 2007332629 A JP2007332629 A JP 2007332629A
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muscle
holding means
spacer
height
bar
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JP4384138B2 (en
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Masaaki Moriyama
雅明 森山
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MEEKUSU KK
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MEEKUSU KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide reinforcement receiving spacers which each easily hold a reinforcement in one stage or reinforcements in upper and lower two stages as needed, readily hold reinforcements that intersect crosswise, at predetermined locations by a smaller number of the spacers, and indicate a finish surface height of concrete which is a cover portion on an upper side of the reinforcements. <P>SOLUTION: The spacer 1 is formed with a reinforcement holding means 6 for holding the upper reinforcement 7 and the lower reinforcement 8 at respective predetermined locations in a form, a seat plate 2a overhanging sideways from the reinforcement holding means 6, and height indicating means 2f for indicating a finish surface height of the concrete. The reinforcement holding means 6 is formed of an upper reinforcement holding means 5 formed like a groove opening toward the height indicating means 2f, and a lower reinforcement holding means 2c formed like a flat plate. Then the upper reinforcement holding means 5 and the lower reinforcement holding means 2c are arranged so as to be vertically shifted by a phase corresponding to an external dimension of the lower reinforcement 8. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、べた基礎や布基礎、スラブ,橋梁等の鉄筋コンクリート構造物を構築する際に、コンクリートの内部に配筋される鉄筋を所定高さに保持して、鉄筋とコンクリート外面との間に所定のかぶりを設定するために用いられる鉄筋受け用スペーサに関するものである。   When building reinforced concrete structures such as solid foundations, cloth foundations, slabs, bridges, etc., the present invention holds the reinforcing bars arranged inside the concrete at a predetermined height, and between the reinforcing bars and the concrete outer surface. The present invention relates to a reinforcing bar receiving spacer used for setting a predetermined cover.

建物のべた基礎や布基礎を鉄筋コンクリートで構築する場合に、型枠にはコンクリートの打設に先立って鉄筋が配設される。この鉄筋は、予め型枠内の所定位置にスペーサによって保持され、型枠にコンクリートを流し込んでこれを硬化した際に、コンクリートに埋設された鉄筋とコンクリートの表面との間に所要の厚み、すなわちかぶりを設定して、コンクリートの所定位置に鉄筋を配設することにより、鉄筋コンクリート構造物に必要な強度を得るようにしている。
鉄筋コンクリート構造物の鉄筋受けに用いられるこの種スペーサとして、例えば、鉄筋保持部の上方に、鉄筋と係合し、該鉄筋の浮き上がりを阻止する脱離防止用の突起を設け、該脱離防止用の突起は、径の異なる複数の鉄筋に対応し得るように複数種類を設けた配筋用スペーサや(例えば、特許文献1参照)、下地面に載置される座板を有し、コンクリート構造物の下側に位置する下端筋の交差部を保持する第1凹溝を上端に開設した下部スペーサと、該下部スペーサに上方から被着可能であって、前記下側に位置する下端筋の交差部を保持する第2凹溝が下端に開設されるとともに、上側に位置する上端筋の交差部を保持する第3凹溝を上端に開設した上部アダプタとから構成したダブル配筋用スペーサ(例えば、特許文献2参照)が知られている。
When building solid foundations and fabric foundations with reinforced concrete, the formwork is provided with reinforcing bars prior to placing the concrete. This rebar is held in advance by a spacer at a predetermined position in the formwork, and when the concrete is poured into the formwork and hardened, the required thickness between the rebar embedded in the concrete and the surface of the concrete, that is, By setting the cover and arranging the reinforcing bars at predetermined positions of the concrete, the strength required for the reinforced concrete structure is obtained.
As this kind of spacer used for reinforcing bar reception of a reinforced concrete structure, for example, a detachment preventing protrusion that engages with the reinforcing bar and prevents the reinforcing bar from being lifted is provided above the reinforcing bar holding part, The protrusions have a bar arrangement spacer provided with a plurality of types so as to correspond to a plurality of reinforcing bars having different diameters (for example, refer to Patent Document 1), and a seat plate placed on the ground surface. A lower spacer having an upper end formed with a first groove that holds the intersection of the lower stripes located on the lower side of the object, and the lower spacer that can be attached to the lower spacer from above, The second concave groove for holding the intersecting portion is formed at the lower end, and the double reinforcing bar spacer is composed of the upper adapter having the third concave groove for retaining the intersecting portion of the upper end muscle located on the upper end. For example, see Patent Document 2) It has been.

さらに特許文献2のダブル配筋用スペーサには、下部スペーサを中空体とし、第1凹溝を該下部スペーサの上端面に略90度の中心角で凹設した4つの切込み部とすること、上部アダプタを下部スペーサに被着可能な中空体とし、第2凹溝を、上部アダプタの下端面に略90度の中心角で凹設した4つの切込み部とすること、 第3凹溝を上部アダプタの上端面に略90度の中心角で凹設した4つの切込み部とすること、第1凹溝〜第3凹溝を構成する各切込み部の幅を、1本の鉄筋を強制的に嵌入させ得る寸法に設定されていること、第1凹溝〜第3凹溝を構成する各切込み部の深さが、上下2本の鉄筋を収容し得る寸法以上に設定されていること、第1凹溝〜第3凹溝を構成する各切込み部には、各鉄筋を嵌入させる方向にオフセットして指向するセレーションが形成されていること、第1凹溝を構成する4つの切込み部のそれぞれに、下部スペーサの下方へ延在する長溝を設け、所要の配筋ピッチに合わせた寸法の棒状部材の両端部を、X方向またはY方向に隣接する下部スペーサの長溝に対応的に嵌合させて、格子状に配筋される鉄筋の交点割出しを行なうようにすることも記載されている。
特開2000−328718号公報 特開2005−36558号公報
Furthermore, in the double bar arrangement spacer of Patent Document 2, the lower spacer is a hollow body, and the first groove is formed as four incisions formed in the upper end surface of the lower spacer with a central angle of approximately 90 degrees. The upper adapter is a hollow body that can be attached to the lower spacer, and the second concave groove is formed by four notches formed at the lower end surface of the upper adapter at a central angle of about 90 degrees, and the third concave groove is the upper part. It is assumed that four notches are provided in the upper end surface of the adapter with a central angle of approximately 90 degrees, and that the width of each notch constituting the first to third grooves is forced to a single reinforcing bar. It is set to the dimension which can be inserted, the depth of each notch part which constitutes the 1st crevice groove-the 3rd ditch is set more than the dimension which can accommodate two upper and lower rebars, In each notch part which comprises 1 ditch | groove-3rd ditch | groove, it offsets in the direction which inserts each rebar. A long groove extending downward from the lower spacer is provided in each of the four notches constituting the first groove, and a rod-shaped member having a size matching the required bar arrangement pitch is formed. It is also described that both ends are fitted into corresponding long grooves of the lower spacer adjacent to each other in the X direction or the Y direction so that the intersections of the reinforcing bars arranged in a lattice shape are indexed.
JP 2000-328718 A JP 2005-36558 A

鉄筋コンクリート構造物を構築する場合に、鉄筋は一般に上筋と下筋とを十字状に交差させて組こと多いが、特許文献1に記載の配筋用スペーサは、一方向に配筋される鉄筋を支持するのみの構造であるため、他方向の鉄筋を支持するためには、同じスペーサを90度向きを変えて別途配設しなければならず、多数のスペーサを必要とすることとなる。また、高さのある鉄筋コンクリート構造物では、鉄筋を上端筋と下端筋の上下二段で配筋するが、この場合も保持部の高さの異なる二種類のスペーサを多数用いる必要がある。   When constructing a reinforced concrete structure, the reinforcing bars are generally formed by crossing the upper and lower bars in a cross shape. However, the bar arrangement spacer described in Patent Document 1 is a reinforcing bar that is arranged in one direction. Therefore, in order to support the reinforcing bars in the other direction, the same spacers must be separately disposed by changing the direction by 90 degrees, and a large number of spacers are required. Further, in a reinforced concrete structure with a height, the reinforcing bars are arranged in two stages, the upper and lower bars, and in this case as well, it is necessary to use a large number of two types of spacers having different holding part heights.

一方、特許文献2に記載のダブル配筋用スペーサは、下部スペーサとこれに組み合わせされる上部スペーサのいずれにも、鉄筋の交差部を保持する十字状の凹溝を備えるが、鉄筋は結束によって継ぎ足しで使用されることが多いために上筋と下筋とは正確に直交することにはならず、このような鉄筋を形状の決められた凹溝に収容するには困難な作業となる。
また、特許文献1,2のスペーサは、鉄筋を型枠内の所定位置に保持するだけの機能しかなく、配筋につづいて行われるコンクリートの流し作業では、コンクリートを所要の高さに仕上げるのに仕上げ面位置を別途計測したり、これを型枠内に表示しなければならないという煩わしさがあった。
On the other hand, the double bar arrangement spacer described in Patent Document 2 includes a cross-shaped concave groove that holds the crossing portion of the reinforcing bar in both the lower spacer and the upper spacer combined therewith. Since the upper and lower bars are not always orthogonal to each other because they are often used for extension, it is difficult to accommodate such a reinforcing bar in a concave groove having a predetermined shape.
In addition, the spacers of Patent Documents 1 and 2 only have a function of holding the reinforcing bar at a predetermined position in the formwork, and the concrete is finished to the required height in the concrete flowing work performed following the bar arrangement. In addition, there is an inconvenience that the position of the finished surface must be separately measured and displayed in the formwork.

本発明は、かかる実情を背景にしてなされたもので、その目的とするところは、必要に応じて一段または上下二段の配筋を簡便に保持することが可能で、かつ十字状に交差する鉄筋を少ない個数で所定位置に無理なく保持することができ、同時に鉄筋の上側のかぶりであるコンクリートの仕上げ面高さをも表示することのできる鉄筋受け用スペーサを提供することにある。   The present invention has been made against the background of such a situation, and the object of the present invention is to be able to easily hold one or two upper and lower bar arrangements as necessary and cross in a cross shape. It is an object of the present invention to provide a reinforcing bar receiving spacer that can easily hold a small number of reinforcing bars in a predetermined position, and at the same time, can display the height of the finished surface of concrete that is a cover above the reinforcing bars.

上記した目的を達成するため、請求項1の発明の鉄筋受け用スペーサは、鉄筋コンクリート構造物内に交差して埋設される上筋と下筋とを型枠内の所定高さに保持する鉄筋保持手段と、該鉄筋保持手段の側方へ張り出す座板と、前記鉄筋コンクリート構造物の仕上げ面高さを示す高さ表示手段とを備え、前記鉄筋保持手段は、前記高さ表示手段に開口して設けられる溝状の上筋保持手段と、平板状の下筋保持手段とからなることを特徴としている。
請求項2の発明の鉄筋受け用スペーサは、請求項1の発明の上筋保持手段と下筋保持手段とは、前記下筋の外寸法分位相を上下にずらせて配設されていることを特徴としている。
In order to achieve the above-described object, the reinforcing bar receiving spacer according to the first aspect of the present invention is a reinforcing bar holding that holds the upper and lower bars embedded in the reinforced concrete structure at a predetermined height in the formwork. Means, a seat plate projecting to the side of the reinforcing bar holding means, and a height display means indicating the finished surface height of the reinforced concrete structure, wherein the reinforcing bar holding means opens to the height display means. It is characterized by comprising a groove-shaped upper streak holding means and a flat bottom streak holding means.
In the reinforcing bar receiving spacer according to the second aspect of the invention, the upper bar holding means and the lower bar holding means of the first aspect of the invention are arranged such that the phase is shifted up and down by the outer dimension of the lower bar. It is a feature.

また、請求項3の発明の鉄筋受け用スペーサは、鉄筋コンクリート構造物の内部下側に埋設される下端筋を保持する第1スペーサと、鉄筋コンクリート構造物の内部上側に埋設される上端筋を保持する第2スペーサとの組み合わせでなり、前記第1スペーサは、下端筋上筋と該下端筋上筋に交差する下端筋下筋とで構成される前記下端筋を型枠内の所定高さに保持する下端筋保持手段と、該下端筋保持手段の側方へ張り出す座板と、前記鉄筋コンクリート構造物に前記下端筋を埋設する際の鉄筋コンクリート構造物の仕上げ面高さを示す高さ表示手段と、前記第2スペーサと着脱自在に連結される連結手段とを備え、前記下端筋保持手段を下端筋上筋保持手段と下端筋下筋保持手段とで構成し、これら下端筋上筋保持手段と下端筋下筋保持手段のいずれか一方を、前記第1スペーサの高さ表示手段に開口する溝状に形成するとともに、他方を平板状に形成し、前記第2スペーサは、上端筋上筋と該上端筋上筋に交差する上端筋下筋とで構成される前記上端筋を型枠内の所定高さに保持する上端筋保持手段と、鉄筋コンクリート構造物に前記下端筋と上端筋とを埋設する際の鉄筋コンクリート構造物の仕上げ面高さを示す高さ表示手段と、前記第1スペーサと着脱自在に連結される連結手段とを備え、前記上端筋保持手段を上端筋上筋保持手段と上端筋下筋保持手段とで構成し、これら上端筋上筋保持手段と上端筋下筋保持手段のいずれか一方を、前記第2スペーサの高さ表示手段に開口する溝状に形成するとともに、他方を平板状に形成したことを特徴としている。   According to a third aspect of the present invention, there is provided a reinforcing bar receiving spacer according to the present invention, comprising: a first spacer that holds a lower end bar embedded in a lower side of a reinforced concrete structure; and an upper end bar embedded in an upper side of the reinforced concrete structure. It is a combination with a second spacer, and the first spacer holds the lower streak composed of the upper lower streak and the lower lower streak intersecting the lower streak at a predetermined height in the formwork. Lower bar holding means, a seat plate that projects to the side of the lower bar holding means, and a height display means that indicates the finished surface height of the reinforced concrete structure when the lower bar is embedded in the reinforced concrete structure; And a connecting means detachably connected to the second spacer, wherein the lower end muscle holding means comprises a lower upper muscle upper muscle holding means and a lower lower muscle lower muscle holding means, and the lower upper muscle upper muscle holding means, Hand holding the lower muscle Is formed in a groove shape that opens in the height display means of the first spacer, and the other is formed in a flat plate shape. The second spacer is formed on the upper upper muscle and the upper upper muscle. Reinforced concrete structure when embedding the lower end bar and upper end bar in a reinforced concrete structure, and upper end bar holding means for holding the upper end bar which intersects with the lower upper bar at a predetermined height in the formwork A height display means for indicating the finished surface height, and a connecting means detachably connected to the first spacer, wherein the upper end muscle holding means is an upper upper upper muscle holding means and an upper upper lower muscle holding means. One of these upper muscle upper muscle holding means and upper muscle lower muscle holding means is formed in a groove shape opening in the height display means of the second spacer, and the other is formed in a flat plate shape. It is characterized by that.

請求項4の発明の鉄筋受け用スペーサは、請求項3に記載の鉄筋受け用スペーサにおいて、下端筋保持手段の下端筋上筋保持手段と下端筋下筋保持手段とは、下端筋下筋の外寸法分位相を上下にずらせて配設され、上端筋保持手段の上端筋上筋保持手段と上端筋下筋保持手段とは、上端筋下筋の外寸法分位相を上下にずらせて配設されていることを特徴としている。   The reinforcing bar receiving spacer according to a fourth aspect of the present invention is the reinforcing bar receiving spacer according to the third aspect, wherein the lower end upper muscle holding means and the lower lower muscle holding means are the lower end lower muscle holding means. The upper dimension upper upper muscle holding means and the upper upper muscle holding means are arranged by shifting the phase of the upper muscle lower dimension up and down. It is characterized by being.

請求項1,2の発明の鉄筋受け用スペーサは、上筋と下筋との交差部分に配設され、配筋が一段の場合には、スペーサの鉄筋保持手段は、溝状の上筋保持手段が上筋を保持し、平板状の下筋保持手段が下筋を保持する。
上筋は、高さ表示手段の上縁に開口する溝状の保持手段によって位置を規制されるが、上筋と交差する下筋の保持手段は平板状で下筋の位置を規制しないため、上筋と下筋との交差に若干のずれがあってもこれを許容しつつ保持する。したがって、スペーサを用いた鉄筋交差部分の配置作業が簡便に行え、また上筋と下筋を交差させて結束する作業に精度を要しないため結束作業も短時間で済む。
The reinforcing bar receiving spacer according to the first and second aspects of the invention is disposed at the intersection of the upper and lower bars, and when the bar arrangement is one stage, the reinforcing bar holding means of the spacer holds the groove-like upper bar. The means holds the upper line, and the flat lower line holding means holds the lower line.
The position of the upper muscle is regulated by the groove-shaped holding means that opens at the upper edge of the height display means, but the lower muscle holding means that intersects the upper muscle is flat and does not regulate the position of the lower muscle, Even if there is a slight deviation in the intersection between the upper and lower muscles, this is held while allowing it. Therefore, the arrangement work of the reinforcing bar crossing portion using the spacer can be performed easily, and since the work of binding the upper and lower bars by crossing them does not require accuracy, the binding work can be completed in a short time.

また、配筋作業につづいて行われる型枠内へのコンクリート流し作業では、スペーサの高さ表示手段を用いてコンクリートの仕上げ面高さが決定される。高さ表示手段は型枠内の適所に位置する複数のスペーサごとに設けられているため、細かな高さ設定が生徒よく行われる。   Further, in the concrete pouring work into the mold performed following the bar arrangement work, the height of the finished surface of the concrete is determined using the spacer height display means. Since the height display means is provided for each of a plurality of spacers positioned at appropriate positions in the mold, fine height setting is often performed by students.

請求項3,4の発明の鉄筋受け用スペーサは、第1スペーサ単独での使用と、第1,第2スペーサを上下に組み合わせた使用とが可能で、型枠内の配筋が一段の場合には第1スペーサが単体で鉄筋の交差部分に用いられ、型枠内の配筋が上下二段の場合には、第1スペーサと第2スペーサとが上下に組み合わせて鉄筋の交差部分に用いられる。
配筋が一段の場合に、第1スペーサの鉄筋保持手段は、溝状の上筋保持手段が上筋を保持し、平板状の下筋保持手段が下筋を保持する。また、配筋が上下二段の場合には、第1スペーサと第2スペーサとを上下に組み合わせて上下段の鉄筋の交差部分に用いられ、第1スペーサの下端筋保持手段は、溝状の上筋保持手段が下端筋の上筋を保持し、平板状の下筋保持手段が下端筋の下筋を保持し、第2スペーサの上端筋保持手段は、溝状の上筋保持手段が上端筋の上筋を保持し、平板状の下筋保持手段が上端筋の下筋を保持する。
According to the third and fourth aspects of the present invention, the reinforcing bar receiving spacer can be used alone or in combination with the first and second spacers in the upper and lower direction, and the reinforcing bar in the mold is one-stage. The first spacer is used alone at the crossing part of the reinforcing bar, and when the bar arrangement in the mold is two-tiered, the first spacer and the second spacer are combined in the vertical direction and used at the crossing part of the reinforcing bar. It is done.
When the bar arrangement is one stage, the reinforcing bar holding means of the first spacer is such that the groove-like upper bar holding means holds the upper bar and the flat lower bar holding means holds the lower bar. Further, when the bar arrangement is in the upper and lower stages, the first spacer and the second spacer are combined in the upper and lower directions and used at the intersection of the upper and lower reinforcing bars. The upper bar holding means holds the lower bar upper bar, the flat lower bar holding means holds the lower bar lower bar, and the upper spacer holding means of the second spacer is the upper upper bar holding means of the groove. The upper muscle of the muscle is held, and the flat lower muscle holding means holds the lower muscle of the upper muscle.

各上筋は、高さ表示手段の上縁に開口する溝状の保持手段によって位置を規制されるが、上筋と交差する下筋の保持手段は平板状で下筋の位置を規制しないため、上筋と下筋との交差に多少のずれがあってもこれを許容しつつ保持する。したがって、スペーサを用いた鉄筋交差部分の配置作業が簡便に行え、また上筋と下筋を交差させて結束する作業に精度を要しないため結束作業も短時間で済む。   The position of each upper streak is regulated by a groove-shaped holding means that opens at the upper edge of the height display means, but the lower streak holding means that intersects the upper streak is flat and does not regulate the position of the lower streak Even if there is a slight shift in the intersection between the upper and lower muscles, this is allowed and retained. Therefore, the arrangement work of the reinforcing bar crossing portion using the spacer can be performed easily, and since the work of binding the upper and lower bars by crossing them does not require accuracy, the binding work can be completed in a short time.

また、配筋作業につづいて行われる型枠内へのコンクリート流し作業では、スペーサの高さ表示手段を用いてコンクリートの仕上げ面高さが決定される。型枠内の配筋が一段の場合には第1スペーサの高さ表示手段が用いられ、型枠内の配筋が上下二段の場合には第1スペーサの上側に組み合わせされた第2スペーサの高さ表示手段が用いられる。
高さ表示手段は、型枠内の下地面に座板を置いてスペーサを設置することによって、コンクリートの高さを示すようになっており、型枠内に流し込むコンクリートを高さ表示手段と面一に合わせることによって所要のコンクリート高さが設定される。
Further, in the concrete pouring work into the mold performed following the bar arrangement work, the height of the finished surface of the concrete is determined using the spacer height display means. When the bar arrangement in the mold is one stage, the height display means of the first spacer is used, and when the bar arrangement in the mold is two stages up and down, the second spacer is combined above the first spacer. The height display means is used.
The height display means indicates the height of the concrete by placing a seat plate on the lower ground in the formwork and installing the spacer. The required concrete height is set by adjusting to one.

本発明の鉄筋受け用スペーサによれば、必要に応じて一段または上下二段の配筋を簡便に保持することが可能で、かつ十字状に交差する鉄筋を少ない個数で所定位置に無理なく保持することができる。
特に、上筋が溝状の保持手段によって位置を規制されるのに対し、上筋と交差する下筋の保持手段は平板状であって下筋の位置を規制せずにこれを保持するため、上筋と下筋とが直交せずに交差に若干のずれがあってもこれを許容しつつ保持する。したがって、スペーサを用いた鉄筋交差部分の配置作業が簡便に行え、また上筋と下筋を交差させて結束に精度を要しないため結束作業も短時間で済む。
According to the reinforcing bar receiving spacer of the present invention, it is possible to easily hold one or two upper and lower reinforcing bars as required, and to easily hold a small number of reinforcing bars crossing in a cross shape at a predetermined position. can do.
In particular, the position of the upper muscle is regulated by the groove-shaped holding means, whereas the holding means for the lower muscle that intersects the upper muscle is a flat plate, and holds it without regulating the position of the lower muscle. The upper and lower bars are not orthogonal to each other, and even if there is a slight shift in the intersection, this is held while being allowed. Therefore, the arrangement work of the reinforcing bar crossing portion using the spacer can be performed easily, and the upper and lower bars are crossed so that the binding does not require accuracy, so that the binding work can be completed in a short time.

また、コンクリートの下地面に座板を乗せてスペーサを型枠内に設置することにより、スペーサの高さ表示手段がコンクリートの仕上げ高さを示すので、コンクリートをこの高さ表示手段と面一に合わせるだけの簡単な作業で仕上げ面を得ることができる。したがって、型枠内の各所で仕上げ面高さを測定したりこれを型枠等に墨付けといった作業が不要となる。   Also, by placing a seat plate on the concrete ground and placing the spacer in the formwork, the spacer height display means shows the concrete finish height, so the concrete should be flush with the height display means. Finished surface can be obtained by simple work. Therefore, it is not necessary to measure the finished surface height at various points in the mold or to mark this on the mold or the like.

以下、本発明の最良の形態例を図面に基づいて説明する。
図中、図1及び図2は本発明を一段の配筋に適用した第1形態例を示し、図1は鉄筋受け用のスペーサが鉄筋を保持する状態の斜視図、図2は施工状態の鉄筋受け用スペーサを示す説明図、図3〜図7は本発明を二段の配筋に適用した第2形態例を示し、図3は鉄筋受け用の第1スペーサと第2スペーサの分解斜視図、図4は上下に組み合わせした第1スペーサと第2スペーサとが鉄筋を保持する状態を示す斜視図、図5は図4の断面平面図、図6は同じく図4の断面側面図、図7は施工状態の鉄筋受け用スペーサを示す説明図である。
The best mode of the present invention will be described below with reference to the drawings.
1 and 2 show a first embodiment in which the present invention is applied to one-stage reinforcement, FIG. 1 is a perspective view showing a state in which a reinforcing bar receiving spacer holds the reinforcing bar, and FIG. 2 shows a construction state. FIG. 3 to FIG. 7 show a second embodiment in which the present invention is applied to a two-stage reinforcing bar, and FIG. 3 is an exploded perspective view of the first and second spacers for reinforcing bar reception. 4 is a perspective view showing a state in which the first spacer and the second spacer combined in the vertical direction hold the reinforcing bar, FIG. 5 is a sectional plan view of FIG. 4, FIG. 6 is a sectional side view of FIG. 7 is explanatory drawing which shows the reinforcement receiving spacer in a construction state.

図1及び図2に示す第1形態例の鉄筋受け用スペーサ1(以下、単にスペーサという)は、横長の座板2aと、該座板2aの上面中央に立設される平面視十字状の基部2bと、該基部2bの上面に天板として平置きされる平板状の下筋保持手段2cと、基部2bの背面側で座板2aから立ち上がる背面板2dとを合成樹脂材料で一体に形成している。
座板2aと基部2bには、軽量化とコンクリート4との結着性を兼ねた矩形の通し孔3が複数開設されており、スペーサ1をコンクリート4中に埋設した際に、コンクリート4が通し孔3に入り込んでスペーサ1をコンクリート4と強固に結着できるようにしている。
A reinforcing bar receiving spacer 1 (hereinafter simply referred to as a spacer) of the first embodiment shown in FIGS. 1 and 2 has a horizontally long seat plate 2a and a cross-like shape in plan view standing at the center of the upper surface of the seat plate 2a. The base portion 2b, a flat plate-like lower streak holding means 2c placed flat on the upper surface of the base portion 2b, and a back plate 2d rising from the seat plate 2a on the back side of the base portion 2b are integrally formed of a synthetic resin material. is doing.
The seat plate 2a and the base portion 2b are provided with a plurality of rectangular through holes 3 that are both lightweight and have a binding property with the concrete 4. When the spacer 1 is embedded in the concrete 4, the concrete 4 passes therethrough. The spacer 1 can be firmly bonded to the concrete 4 by entering the hole 3.

背面板2dは、基部2bと下筋保持手段2cの背面同士を接続し、さらに下筋保持手段2cの上方へ突出する縦長に形成されており、背面板2dの下筋保持手段2cよりも上方位置から背面板2dの上縁中央へ亘って幅狭なV字溝を形成してこのV字溝を上筋保持手段5となし、該上筋保持手段5の両側に残された背面板2dの二股状部分を腕片2e,2eとなすとともに、該腕片2e,2eの上縁を高さ表示手段2f,2fとなしている。   The back plate 2d is formed in a vertically long shape that connects the bases 2b and the back surfaces of the lower muscle holding means 2c, and further protrudes above the lower muscle holding means 2c, and is higher than the lower muscle holding means 2c of the back plate 2d. A narrow V-shaped groove is formed from the position to the center of the upper edge of the back plate 2d, and this V-shaped groove is formed as the upper streak holding means 5, and the back plate 2d left on both sides of the upper streak holding means 5 is formed. Are formed as arm pieces 2e and 2e, and the upper edges of the arm pieces 2e and 2e are formed as height display means 2f and 2f.

上筋保持手段5と下筋保持手段2cとは本発明の鉄筋保持手段6を構成しており、上筋保持手段5は最下端の半円弧状保持部5aで上筋7を保持し、下筋保持手段は2cは上筋7の下側を交差する下筋8を平板の上面で保持するようになっている。
上筋7と下筋8には同一太さの鉄筋が用いられ、上筋保持手段5の半円弧状保持部5aと下筋保持手段2cの平板の上面とは、これら鉄筋7,8の一本分位相を上下にずらせて配設されていて、上筋7と下筋8との交差部を結束線(図示しない)で上下に結束した際に、上筋7と下筋8とが上筋保持手段5と下筋保持手段2cにそれぞれむりなく保持されるようにしている。
The upper bar holding means 5 and the lower bar holding means 2c constitute the reinforcing bar holding means 6 of the present invention. The upper bar holding means 5 holds the upper bar 7 with the semicircular arc shaped holding part 5a at the lowermost end, and the lower bar holding means 5c. The muscle holding means 2c is configured to hold the lower muscle 8 that intersects the lower side of the upper muscle 7 on the upper surface of the flat plate.
Reinforcing bars of the same thickness are used for the upper bar 7 and the lower bar 8, and the semicircular arc holding part 5 a of the upper bar holding means 5 and the upper surface of the flat plate of the lower bar holding means 2 c are one of these bars 7, 8. The phase is shifted up and down, and the upper and lower muscles 7 and 8 are moved upward when the intersection of the upper and lower muscles 7 and 8 is tied up and down with a binding line (not shown). Each of the muscle holding means 5 and the lower muscle holding means 2c is held by each other.

図2は、図1に示したスペーサ1をべた基礎のコンクリート4内に埋設した状態を例示しており、コンクリート4の平面部分(図2の右側)の厚さT1を170mm、上筋7と下筋8に用いる鉄筋の外寸法Dを12mmとした場合に、スペーサ1には、座板2aの下面から腕片2e,2eの上縁である高さ表示手段2f,2fまでのスペーサ1の全高L1を170mmに、座板2aの下面から下筋保持手段2cの上面までの高さL2を70mmに、座板2aの下面から上筋保持手段5の半円弧状保持部5aの下面までの高さL3を82mmに、上筋保持手段5の半円弧状保持部5a下面と下筋保持手段2cの平板の上面との間の寸法L4、すなわちL3−L2=鉄筋の外寸法D12mmを設定したものが用いられる。   FIG. 2 exemplifies a state in which the spacer 1 shown in FIG. 1 is embedded in the concrete 4 of the solid foundation. The thickness T1 of the flat portion (right side in FIG. 2) of the concrete 4 is 170 mm, When the outer dimension D of the reinforcing bar used for the lower bar 8 is 12 mm, the spacer 1 includes a spacer 1 extending from the lower surface of the seat plate 2a to the height display means 2f and 2f which are upper edges of the arm pieces 2e and 2e. The total height L1 is set to 170 mm, the height L2 from the lower surface of the seat plate 2a to the upper surface of the lower muscle holding means 2c is set to 70 mm, and the lower surface of the seat plate 2a to the lower surface of the semicircular arc holding portion 5a of the upper muscle holding means 5 The height L3 was set to 82 mm, and the dimension L4 between the lower surface of the semicircular arc holding portion 5a of the upper bar holding means 5 and the upper surface of the flat plate of the lower bar holding means 2c, that is, L3-L2 = rebar outer dimension D12 mm was set. Things are used.

図2に示す通り、上述のように寸法設定されたスペーサ1は、べた基礎の型枠内で座板2aを下地面9に置いて、上筋7と下筋8とが交差する部分に複数設置され、下地面9から高さ表示手段2f,2fまでの全高L1,下地面9から下筋保持手段2cの上面までの高さL2,下地面9から上筋保持手段5の半円弧状保持部5aの下面までの高さL3,高さL3と高さL2との間の寸法L4がそれぞれ設定される。そして、上筋保持手段5の半円弧状保持部5aに上筋7が、また下筋保持手段2c上に下筋8がそれぞれ保持される。   As shown in FIG. 2, the spacer 1 sized as described above includes a plurality of spacers 1 at the intersection of the upper and lower bars 7 with the seat plate 2 a placed on the base surface 9 within the solid foundation mold. Installed, the total height L1 from the ground surface 9 to the height display means 2f, 2f, the height L2 from the ground surface 9 to the upper surface of the lower bar holding means 2c, and the semicircular arc shape holding of the upper bar holding means 5 from the ground surface 9 A height L3 to the lower surface of the portion 5a, and a dimension L4 between the height L3 and the height L2 are set. The upper muscle 7 is held on the semicircular arc holding portion 5a of the upper muscle holding means 5, and the lower muscle 8 is held on the lower muscle holding means 2c.

このようにしてスペーサ1を設置したのち、上筋7と下筋8とは、多数ある交差部のうちのところどころが結束線にて上下に結束され、スペーサ1の部分では、上筋保持手段5のV字溝底部の半円弧状保持部5aが上筋7をガタ付きなく保持する。
また下筋保持手段2cでは、上筋保持手段5の半円弧状保持部5aとの間に鉄筋の外寸法と同じ寸法L4(=12mm)を設定しているため、上筋7との間に不要な隙間を生じたり逆に配置寸法不足を招くことがなく下筋8を良好に配置することができ、しかも下筋保持手段2cを平板状に形成したことにより、下筋8が上筋7と直交していなかったり、下筋8を継ぎ足して使用する場合にも、これらを許容して下筋8を保持する。
After the spacer 1 is installed in this way, the upper muscle 7 and the lower muscle 8 are bundled up and down at a portion of a large number of intersecting portions with a binding line, and the upper muscle holding means 5 in the spacer 1 portion. The semicircular arc holding portion 5a at the bottom of the V-shaped groove holds the upper stripe 7 without backlash.
In the lower bar holding means 2c, the same dimension L4 (= 12 mm) as the outer dimension of the reinforcing bar is set between the upper bar holding means 5 and the semicircular arc shaped holding part 5a. The lower streak 8 can be satisfactorily disposed without causing unnecessary gaps or conversely lacking the layout size, and the lower streak holding means 2c is formed in a flat plate shape. Even when the lower muscle 8 is not used at right angles or when the lower muscle 8 is used after being added, these are allowed and the lower muscle 8 is held.

このように、スペーサ1を用いて上筋7及び下筋8を配筋したのち、型枠内にコンクリート4を流し込み、該コンクリート4を各スペーサ1の設置位置において腕片2e,2eの上縁である高さ表示手段2f,2fと面一まで充填する。これにより、コンクリート4の仕上げ面高さが決定され、上筋7及び下筋8とコンクリート4の上面との間に所定のかぶりが設定される。なお、型枠内に流し込まれたコンクリート4は、座板2aと基部2bの通し孔3に入り込み、スペーサ1を所定位置に強固に固定する。また、図示しないが、スペーサ1を用いた上筋7と下筋8との保持により、上筋7及び下筋8とコンクリート4の両側面との間にも所定のかぶりが設定される。   Thus, after arranging the upper and lower bars 7 and 8 using the spacer 1, the concrete 4 is poured into the mold, and the concrete 4 is placed on the upper edges of the arm pieces 2 e and 2 e at the positions where the spacers 1 are installed. To the same height display means 2f, 2f. Thereby, the finished surface height of the concrete 4 is determined, and a predetermined fog is set between the upper and lower bars 7 and 8 and the upper surface of the concrete 4. The concrete 4 poured into the mold enters the through holes 3 of the seat plate 2a and the base 2b, and firmly fixes the spacer 1 at a predetermined position. Although not shown, a predetermined fog is set between the upper and lower bars 7 and 8 and both side surfaces of the concrete 4 by holding the upper and lower bars 7 and 8 using the spacer 1.

本形態例のスペーサ1は、上筋7と下筋8とを保持してコンクリート4の側面に所定のかぶりを確保するほか、同時にコンクリート4の仕上げ面高さも設定することができる。しかも仕上げ面高さの設定は、上筋7及び下筋8の配筋に続いて行われるコンクリート4の施工時に、コンクリート4の流し込み高さを高さ表示手段2f,2fと面一に合わせるだけの簡単な作業でよく、したがって、型枠内の各所で予め仕上げ面高さを測定したりこれを型枠等に墨付けといった従来の作業が不要となる。   The spacer 1 of the present embodiment can hold the upper bar 7 and the lower bar 8 to ensure a predetermined cover on the side surface of the concrete 4 and at the same time set the finished surface height of the concrete 4. Moreover, the height of the finished surface is set only by matching the pouring height of the concrete 4 with the height display means 2f and 2f when the concrete 4 is constructed following the arrangement of the upper bar 7 and the lower bar 8. Therefore, the conventional work such as measuring the finished surface height in advance at various points in the mold or marking it on the mold or the like becomes unnecessary.

つぎに、本発明の第2形態例を図3〜図7に基づいて説明する。なお、前述の第1形態例と同一構成部分については、同一符号を付して詳細な説明を省略する。
本形態例のスペーサ20は、鉄筋コンクリート4の下側に埋設される下端筋保持用の第1スペーサ21と、鉄筋コンクリート4の上側に埋設される上端筋保持用の第2スペーサ22との組み合わせでなっている。
Next, a second embodiment of the present invention will be described with reference to FIGS. Note that the same components as those in the first embodiment are denoted by the same reference numerals, and detailed description thereof is omitted.
The spacer 20 according to the present embodiment is a combination of a first spacer 21 for holding a lower bar embedded in the lower side of the reinforced concrete 4 and a second spacer 22 for holding an upper bar embedded in the upper side of the reinforced concrete 4. ing.

図3に示す第1スペーサ21は、横長の座板2aと、該座板2aの上面中央に立設される平面四角形の基部2gと、該基部2gの上面に天板として平置きされる平板状の下端筋下筋保持手段2hと、基部2gの背面側で座板2aから立ち上がる背面板2dとを合成樹脂材料で一体に形成している。
座板2aと基部2g,下端筋下筋保持手段2h及び背面板2dの下半部には、それぞれ矩形の通し孔3が複数開設されていて、軽量化とコンクリート4との結着性を高めるようにしている。
The first spacer 21 shown in FIG. 3 includes a horizontally long seat plate 2a, a planar quadrangular base portion 2g erected at the center of the upper surface of the seat plate 2a, and a flat plate placed flat on the upper surface of the base portion 2g as a top plate. The bottom lower muscle holding means 2h and the back plate 2d rising from the seat plate 2a on the back side of the base 2g are integrally formed of a synthetic resin material.
A plurality of rectangular through-holes 3 are provided in the lower half of the seat plate 2a and the base 2g, the lower end lower muscle holding means 2h, and the back plate 2d, respectively, to reduce the weight and enhance the binding property with the concrete 4. I am doing so.

背面板2dは、基部2gの背面から立ち上がって下端筋下筋保持手段2hの上方へ突出する縦長に形成されており、背面板2dの下端筋下筋保持手段2hよりも上方位置から背面板2dの上縁中央へ亘って幅狭なV字溝を形成してこのV字溝を下端筋上筋保持手段23となし、該下端筋上筋保持手段23の両側に残された背面板2dの二股状腕片を第2スペーサ22との連結手段2i,2iとなすとともに、該連結手段2i,2iの上縁を高さ表示手段2f,2fとなしている。   The back plate 2d is formed in a vertically long shape that rises from the back surface of the base portion 2g and protrudes upward from the lower lower muscle brace holding means 2h, and the rear plate 2d from above the lower lower muscle brace holding means 2h. A narrow V-shaped groove is formed over the center of the upper edge, and this V-shaped groove is formed as the lower-end upper muscle holding means 23, and the back plate 2 d left on both sides of the lower-end upper muscle holding means 23 is formed. The bifurcated arm pieces serve as connecting means 2i, 2i with the second spacer 22, and the upper edges of the connecting means 2i, 2i serve as height display means 2f, 2f.

下端筋上筋保持手段23と下端筋下筋保持手段2hとは下端筋保持手段25を構成しており、下端筋上筋保持手段23は最下端の半円弧状保持部23aで下端筋上筋26を保持し、また下端筋下筋保持手段2hは、下端筋上筋26の下側を交差する下端筋下筋27を平板の上面で保持するようになっている。
下端筋上筋26と下端筋下筋27とは下端筋24を構成しており、これら下端筋上筋26と下端筋下筋27には同一太さの鉄筋が用いられている。下端筋上筋保持手段23の半円弧状保持部23aと下端筋下筋保持手段2hの平板の上面とは、これら下端筋上筋26と下端筋下筋27の一本分位相を上下にずらせて配設されていて、下端筋上筋26と下端筋下筋27との交差部を図示しない結束線で上下に結束した際に、下端筋上筋26と下端筋下筋27とが下端筋上筋保持手段23と下端筋下筋保持手段2hにそれぞれむりなく保持されるようにしている。
The lower end upper muscle holding means 23 and the lower end lower muscle holding means 2h constitute a lower end muscle holding means 25, and the lower end upper muscle holding means 23 is the lowermost semi-arc-shaped holding portion 23a and the lower upper muscle upper muscle. 26, and the lower muscle lower muscle holding means 2h is configured to hold the lower muscle lower muscle 27 that intersects the lower side of the lower muscle upper muscle 26 on the upper surface of the flat plate.
The lower upper muscle 26 and the lower lower muscle 27 constitute the lower muscle 24. The lower upper muscle 26 and the lower lower muscle 27 are made of reinforcing bars having the same thickness. The semicircular arc shaped holding portion 23a of the lower upper muscle upper holding means 23 and the upper surface of the flat plate of the lower lower muscle lower holding means 2h shift the phase upward and downward by one of these lower upper muscle 26 and lower lower muscle 27. When the intersection of the upper lower muscle 26 and the lower lower muscle 27 is tied up and down with a binding line (not shown), the lower upper muscle 26 and the lower lower muscle 27 are connected to the lower muscle. Each of the upper muscle holding means 23 and the lower muscle lower muscle holding means 2h is held by each other.

図3に示す第2スペーサ22は、縦長の基板30aの両側部に連結手段30b,30bが対向して付設されており、両連結手段30b,30bの平板状の上面を上端筋上筋保持手段30c,30cとなしている。
基板30aの中央部上下にはV字溝と凹溝とが切り込まれていて、上側の幅狭なV字溝を上端筋下筋保持手段32となし、下側の細長い凹溝を抜き孔33となすとともに、基板30aの上縁を高さ表示手段30d,30dとなしている。
The second spacer 22 shown in FIG. 3 is provided with connecting means 30b, 30b facing both sides of a vertically long substrate 30a, and the upper surfaces of the upper upper muscles are held on the flat upper surfaces of the connecting means 30b, 30b. 30c, 30c.
A V-shaped groove and a recessed groove are cut in the upper and lower portions of the central portion of the substrate 30a, the upper narrow V-shaped groove is formed as the upper end lower muscle holding means 32, and the lower elongated recessed groove is punched out. 33, and the upper edge of the substrate 30a serves as the height display means 30d, 30d.

上端筋上筋保持手段30c,30cと上端筋下筋保持手段32最下端の半円弧状保持部32aとは、本発明の上端筋保持手段34を構成しており、上端筋上筋保持手段30c,30cで上端筋上筋35を保持し、また上端筋下筋32下端の半円弧状保持部32aで上端筋下筋36を保持するようになっている。
上端筋上筋35と上端筋下筋36とは上端筋37を構成しており、これら上端筋上筋35と上端筋下筋36には同一太さの鉄筋が用いられている。上端筋上筋保持手段30c,30cの平面と上端筋下筋保持手段32の半円弧状保持部32aとは、鉄筋35,36の一本分位相を上下にずらせて配設されていて、上端筋上筋35と上端筋下筋36との交差部を結束線(図示しない)で上下に結束した際に、上端筋上筋35と上端筋下筋36とが上端筋上筋保持手段30c,30cと上端筋下筋保持手段32の半円弧状保持部32aにそれぞれむりなく保持されるようにしている。
The upper upper muscle holding means 30c, 30c and the upper lower muscle lower muscle holding means 32 and the lowermost semicircular arc shaped holding portion 32a constitute the upper muscle holding means 34 of the present invention, and the upper upper muscle holding means 30c. 30c holds the upper upper muscle 35, and the upper lower muscle 36 is held by the semicircular holding portion 32a at the lower end of the upper lower muscle 32.
The upper upper muscle 35 and the upper upper muscle 36 constitute an upper muscle 37, and the upper upper muscle 35 and the upper upper muscle 36 are made of reinforcing bars having the same thickness. The planes of the upper upper muscle holding means 30c, 30c and the semicircular arc shaped holding part 32a of the upper lower muscle holding means 32 are arranged by shifting the phase of one of the reinforcing bars 35, 36 up and down. When the intersection of the upper muscle 35 and the lower upper muscle 36 is tied up and down with a binding line (not shown), the upper upper muscle 35 and the upper upper muscle 36 are connected to the upper upper muscle holding means 30c, 30c and the semicircular arc-shaped holding part 32a of the upper lower muscle holding means 32 are each held without interruption.

連結手段30b,30bの上半部は、厚肉の平面視L字状に形成され、この厚肉部分上面に前述の上端筋上筋保持手段30c,30cが設定されている。また、連結手段30b,30bの下半部は、上半部よりも薄肉の平面視L字状に形成されており、基板30aとこれに対向する連結手段30b,30bの先端片との間に、第1スペーサ21の背面板2dと同厚の収容溝38,38が設定されている。   The upper half portions of the connecting means 30b, 30b are formed in a thick L shape in plan view, and the upper upper streak holding means 30c, 30c are set on the upper surface of the thick part. Further, the lower half of the connecting means 30b, 30b is formed in an L shape thinner in plan view than the upper half, and between the substrate 30a and the tip pieces of the connecting means 30b, 30b facing the substrate 30a. The housing grooves 38, 38 having the same thickness as the back plate 2d of the first spacer 21 are set.

以上のように構成される本形態例のスペーサ20は、コンクリート4内の配筋が上下二段の場合に、第1スペーサ21と第2スペーサ22とを上下に組み合わせして用いられ、あるいは配筋が一段の場合には、図2示した第1形態例のスペーサ1と同様、第1スペーサ21のみを単独で用いることも可能である。
配筋が上下二段の場合には、第2スペーサ22を第1スペーサ21の上方に位置させ、第2スペーサ22の収容溝38,38に第1スペーサ21の連結手段2i,2iを差し込んで、第2スペーサ22の連結手段30b,30bの下端を第1スペーサ22の座板2aの上面に当接させることにより、第1スペーサ1の連結手段2i,2iを第2スペーサ22の基板30aとこれに対向する連結手段30b,30bとが包持して、双方のスペーサ21,22が連結される。なお、第1,第2スペーサ21,22を分解する場合には、これと逆の手順で行われる。
The spacer 20 of the present embodiment configured as described above is used by combining the first spacer 21 and the second spacer 22 in the vertical direction when the reinforcement in the concrete 4 is two-staged, or arranged. In the case of a single line, it is possible to use only the first spacer 21 alone as in the spacer 1 of the first embodiment shown in FIG.
When the bar arrangement is in two stages, the second spacer 22 is positioned above the first spacer 21, and the connecting means 2 i and 2 i of the first spacer 21 are inserted into the receiving grooves 38 and 38 of the second spacer 22. By connecting the lower ends of the connecting means 30b, 30b of the second spacer 22 to the upper surface of the seat plate 2a of the first spacer 22, the connecting means 2i, 2i of the first spacer 1 are connected to the substrate 30a of the second spacer 22. The connecting means 30b and 30b facing each other hold the two, and both spacers 21 and 22 are connected. When disassembling the first and second spacers 21 and 22, the procedure is reversed.

図7は、第1,第2スペーサ21,22をスペーサ20として、べた基礎のコンクリート4内に埋設した状態を例示しており、コンクリート4の平面部分(図7の右側)の厚さT2を200mm、下端筋上筋26,下端筋下筋27,上端筋上筋35,上端筋下筋36に用いる鉄筋の外寸法Dを12mmとした場合に、第1スペーサ21には、座板2aの下面から連結手段2i,2iの上縁である高さ表示手段2f,2fまでのスペーサ1の全高L1を170mmに、座板2aの下面から下端筋下筋保持手段2hの上面までの高さL2を70mmに、座板2aの下面から下端筋上筋保持手段23の半円弧状保持部23aの下面までの高さL3を82mmに、下端筋上筋保持手段23の半円弧状保持部23a下面と下端筋下筋保持手段2hの平板の上面との間の寸法L4、すなわちL3−L2=鉄筋の外寸法D12mmを設定したものが用いられる。
また、第2スペーサ22には、基板30aの下面から高さ表示手段30d,30dまでの第2スペーサ22の全高L5を200mmに、基板30aの下面から上端筋上筋保持手段30c,30cまでの高さL6を145mmに、基板30aの下面から上端筋下筋保持手段32の半円弧状保持部32aの下面までの高さL7を133mmに、基板30aの下面から抜き孔33の上面までの高さL8を70mmに設定したものが用いられる。さらに、上端筋上筋保持手段30c,30cと上端筋下筋保持手段32の半円弧状保持部32aとの間には、鉄筋の外寸法D12mmと同じ寸法L4が設定されている。
FIG. 7 illustrates a state in which the first and second spacers 21 and 22 are used as the spacers 20 and embedded in the concrete 4 of the solid foundation, and the thickness T2 of the flat portion (right side in FIG. 7) of the concrete 4 is illustrated. When the outer dimension D of the reinforcing bar used for 200 mm, the lower upper muscle 26, the lower lower muscle 27, the upper upper muscle 35, and the upper upper muscle 36 is 12 mm, the first spacer 21 has the seat plate 2a. The total height L1 of the spacer 1 from the lower surface to the height display means 2f, 2f, which is the upper edge of the connecting means 2i, 2i, is 170 mm, and the height L2 from the lower surface of the seat plate 2a to the upper surface of the lower muscle lower muscle holding means 2h Is 70 mm, the height L3 from the lower surface of the seat plate 2a to the lower surface of the semicircular arc holding portion 23a of the lower upper muscular muscle holding means 23 is 82 mm, and the lower surface of the semicircular arc holding portion 23a of the lower muscular upper muscle holding means 23 And flat plate of 2h lower brace holding means 2h Dimensions L4 between the upper, that is, that sets the outer dimensions D12mm the L3-L2 = rebar used.
Further, the second spacer 22 has an overall height L5 of the second spacer 22 from the lower surface of the substrate 30a to the height display means 30d, 30d of 200 mm, and from the lower surface of the substrate 30a to the upper upper streak holding means 30c, 30c. The height L6 is 145 mm, the height L7 from the lower surface of the substrate 30a to the lower surface of the semicircular arc-shaped holding portion 32a of the upper lower muscle holding means 32 is 133 mm, and the height from the lower surface of the substrate 30a to the upper surface of the punch hole 33 What set the length L8 to 70 mm is used. Further, the same dimension L4 as the outer dimension D12 mm of the reinforcing bar is set between the upper upper muscle upper bar holding means 30c, 30c and the semicircular arc holding part 32a of the upper upper muscle lower bar holding means 32.

上述のように寸法設定されたスペーサ20は、べた基礎の型枠内で座板2aを下地面9に置いて、下端筋24の下端筋上筋26と下端筋下筋27、また上端筋37の上端筋上筋35と上端筋下筋36が交差する部分に複数設置され、下地面9から前述の高さL1〜L8がそれぞれ設定される。そして、下端筋保持手段25の下端筋上筋保持手段23に下端筋上筋26を、また下端筋下筋保持手段2hに下端筋下筋27をそれぞれ保持し、さらに上端筋保持手段34の上端筋上筋保持手段30c,30cに上端筋上筋35を、また上端筋下筋保持手段32の半円弧状保持部32aに上端筋下筋36をそれぞれ保持する。   The spacer 20 sized as described above has the seat 2a placed on the base surface 9 in the solid foundation mold, and the upper lower muscle 26, the lower lower muscle 27, and the upper muscle 37 of the lower muscle 24. A plurality of upper upper muscles 35 and lower upper muscles 36 are installed at the intersections, and the above-described heights L1 to L8 are set from the base surface 9, respectively. The lower end upper muscle holding means 23 holds the lower end upper muscle 26, the lower lower muscle lower holding means 2 h holds the lower lower muscle 27, and the upper end holding means 34 further holds the upper end of the upper muscle holding means 34. The upper upper muscle 35 is held by the upper muscle holding means 30c and 30c, and the upper lower muscle 36 is held by the semicircular arc shaped holding portion 32a of the upper lower muscle holding means 32.

このようにスペーサ20を設置して、保持手段23,2h,30c,30c,32aに下端筋24と上端筋37とを上下二段に保持させたのち、多数ある交差部のうちのところどころが結束線にて上下に結束され、スペーサ20の部分では、複数の保持手段23,2h,30c,30c,32aが下端筋24と上端筋37をガタ付きなく保持する。
また下端筋上筋保持手段23と下端筋下筋保持手段2hとの間に、さらに上端筋上筋保持手段30c,30cと上端筋下筋保持手段32の半円弧状保持部32aとの間に、それぞれ鉄筋の外寸法と同じ寸法L4(=12mm)を設定しているため、下端筋上筋26と下端筋下筋27の間または上端筋上筋35と上端筋下筋36の間に不要な隙間を生じたり逆に配置寸法不足を招くことがなくこれらの鉄筋26,27,34,35を良好に配置することができ、しかも下端筋下筋保持手段2hと上端筋上筋保持手段30c,30cを平板状に形成したことにより、下端筋24と上端筋37がそれぞれ正確に直交していなかったり、これら鉄筋を継ぎ足して使用する場合にも、これらを許容しながら鉄筋を保持する。
After the spacer 20 is installed in this manner and the holding means 23, 2h, 30c, 30c, 32a hold the lower end stripe 24 and the upper end stripe 37 in two upper and lower stages, some of the intersections are bound together. A plurality of holding means 23, 2h, 30c, 30c, and 32a hold the lower end stripe 24 and the upper end stripe 37 without backlash at the spacer 20 portion.
Further, between the lower upper upper muscle holding means 23 and the lower lower muscle holding means 2h, and between the upper upper upper muscle holding means 30c, 30c and the semicircular arc holding portion 32a of the upper lower muscle holding means 32. Since the same dimension L4 (= 12 mm) as the outer dimension of each reinforcing bar is set, it is unnecessary between the lower upper muscle 26 and the lower lower muscle 27 or between the upper upper muscle 35 and the upper lower muscle 36. These reinforcing bars 26, 27, 34, and 35 can be arranged satisfactorily without causing a large gap or conversely causing a shortage of arrangement dimensions, and the lower end lower muscle holding means 2h and the upper upper muscle holding means 30c. , 30c are formed in a flat plate shape, the lower reinforcing bar 24 and the upper reinforcing bar 37 are not exactly orthogonal to each other, or even when these reinforcing bars are added and used, the reinforcing bars are retained while allowing them.

このように、スペーサ20を用いて下端筋24と上端筋37とを上下二段に配筋したのち、型枠内にコンクリート4を流し込み、該コンクリート4を各スペーサ20の設置位置において第2スペーサ22の高さ表示手段30d,30dと面一まで充填する。
これにより、コンクリート4の仕上げ面高さが決定され、下端筋24及び上端筋37とコンクリート4の上面との間に所定のかぶりが設定される。なお、型枠内に流し込まれたコンクリート4は、座板2aや基部2g,背面板2dの通し孔3や抜き孔33に入り込み、第1,第2スペーサ21,22を所定位置に強固に固定する。また、図示しないが、下端筋24及び上端筋37とコンクリート4の両側面との間にも所定のかぶりが設定される。
As described above, after the lower end bars 24 and the upper end bars 37 are arranged in two stages using the spacer 20, the concrete 4 is poured into the mold, and the concrete 4 is placed in the second spacer at the position where each spacer 20 is installed. It fills up to 22 height display means 30d and 30d.
Thereby, the finished surface height of the concrete 4 is determined, and a predetermined fog is set between the lower end stripe 24 and the upper end stripe 37 and the upper surface of the concrete 4. The concrete 4 poured into the mold enters the seat plate 2a, the base 2g, and the through hole 3 and the extraction hole 33 of the back plate 2d, and firmly fixes the first and second spacers 21 and 22 at predetermined positions. To do. In addition, although not shown, a predetermined cover is also set between the lower end bars 24 and the upper end bars 37 and both side surfaces of the concrete 4.

本形態例のスペーサ20は、下端筋24と上端筋37とを上下二段に保持してコンクリート4の側面に所定のかぶりを確保するほか、同時にコンクリート4の仕上げ面高さも設定することができる。しかも仕上げ面高さの設定は、配筋に続いて行われるコンクリート4の施工時に、コンクリート4の流し込み高さを高さ表示手段30d,30dと面一に合わせるだけの簡単な作業でよく、したがって、型枠内の各所で予め仕上げ面高さを測定したりこれを型枠等に墨付けといった従来の作業が不要となる。また、第1,第2スペーサ21,22は分解可能であるから、鉄筋が一段の場合には第1スペーサ21のみを単独で用いることができて、利便性が高い。   The spacer 20 of the present embodiment can hold the lower end stripe 24 and the upper end stripe 37 in two upper and lower stages to ensure a predetermined cover on the side surface of the concrete 4 and at the same time set the finished surface height of the concrete 4. . In addition, the setting of the finished surface height may be a simple operation in which the pouring height of the concrete 4 is flush with the height display means 30d, 30d when the concrete 4 is executed following the bar arrangement. Thus, conventional work such as measuring the finished surface height in advance at various locations in the mold and marking it on the mold is not required. In addition, since the first and second spacers 21 and 22 can be disassembled, only the first spacer 21 can be used alone when the reinforcing bars are in one stage, which is highly convenient.

本発明の第1形態例を示す鉄筋受け用のスペーサが鉄筋を保持する状態の斜視図である。It is a perspective view in the state where the reinforcing bar receiving spacer showing the first embodiment of the present invention holds the reinforcing bar. 本発明の第1形態例を示す施工状態の鉄筋受け用スペーサを示す説明図である。It is explanatory drawing which shows the reinforcement receiving spacer of the construction state which shows the 1st example of this invention. 本発明の第2形態例を示す図3は鉄筋受け用の第1スペーサと第2スペーサの分解斜視図である。FIG. 3 showing the second embodiment of the present invention is an exploded perspective view of the first and second spacers for receiving reinforcing bars. 本発明の第2形態例を示す上下に組み合わせした第1スペーサと第2スペーサとが鉄筋を保持する状態を示す斜視図である。It is a perspective view which shows the state which the 1st spacer and 2nd spacer which combined up and down which show the 2nd form example of this invention hold | maintain a reinforcing bar. 本発明の第2形態例を示す図4の断面平面図である。FIG. 5 is a cross-sectional plan view of FIG. 4 showing a second embodiment of the present invention. 本発明の第2形態例を示す図4の断面側面図である。It is a cross-sectional side view of FIG. 4 which shows the 2nd form example of this invention. 本発明の第2形態例を示す施工状態の鉄筋受け用スペーサを示す説明図である。It is explanatory drawing which shows the reinforcing bar receiving spacer of the construction state which shows the 2nd form example of this invention.

符号の説明Explanation of symbols

1 …鉄筋受け用スペーサ
2a…座板
2b…基部
2c…下筋保持手段
2d…背面板
2e…腕片
2f…高さ表示手段
2g…基部
2h…下端筋下筋保持手段
2i…連結手段
4…コンクリート
5…上筋保持手段
6…鉄筋保持手段
7…上筋
8…下筋
9…下地面
20…鉄筋受け用スペーサ
21…第1スペーサ
22…第2スペーサ
23…下端筋上筋保持手段
23a…半円弧状保持部
24…下端筋上筋26と下端筋下筋27とからなる下端筋
25…下端筋保持手段
26…下端筋上筋
27…下端筋下筋
30a…基板
30b…連結手段
30c…上端筋上筋保持手段
30d…高さ表示手段
32…上端筋下筋保持手段
34…上端筋保持手段
35…上端筋上筋
36…上端筋下筋
37…上端筋上筋35と上端筋下筋36とからなる上端筋
38…収容溝
DESCRIPTION OF SYMBOLS 1 ... Reinforcing bar receiving spacer 2a ... Seat plate 2b ... Base 2c ... Lower muscle holding means 2d ... Back plate 2e ... Arm piece 2f ... Height display means 2g ... Base 2h ... Lower lower muscle lower muscle holding means 2i ... Connecting means 4 ... Concrete 5 ... Upper bar holding means 6 ... Reinforcing bar holding means 7 ... Upper bar 8 ... Lower bar 9 ... Base surface 20 ... Rebar receiving spacer 21 ... First spacer 22 ... Second spacer 23 ... Lower bar upper bar upper bar holding means 23a ... Semicircular arc shaped holding portion 24 ... lower end muscle 25 composed of upper lower muscle 26 and lower lower muscle 27 ... lower muscle holding means 26 ... upper lower muscle 27 ... lower lower muscle 30a ... substrate 30b ... connection means 30c ... Upper upper muscle holding means 30d ... Height display means 32 ... Upper muscle lower muscle holding means 34 ... Upper muscle holding means 35 ... Upper upper muscle 36 ... Upper lower muscle 37 ... Upper upper muscle 35 and upper lower muscle 35 36. Upper end muscle 38 composed of 36 ... accommodating groove

Claims (4)

鉄筋コンクリート構造物内に交差して埋設される上筋と下筋とを型枠内の所定高さに保持する鉄筋保持手段と、
該鉄筋保持手段の側方へ張り出す座板と、
前記鉄筋コンクリート構造物の仕上げ面高さを示す高さ表示手段とを備え、
前記鉄筋保持手段は、前記高さ表示手段に開口して設けられる溝状の上筋保持手段と、平板状の下筋保持手段とからなる
ことを特徴とする鉄筋受け用スペーサ。
Reinforcing bar holding means for holding the upper and lower bars that are embedded in the reinforced concrete structure at a predetermined height in the mold,
A seat plate protruding to the side of the reinforcing bar holding means;
A height display means indicating the finished surface height of the reinforced concrete structure,
The reinforcing bar holding means is composed of a groove-like upper bar holding means provided in an opening in the height display means, and a flat plate lower bar holding means.
前記上筋保持手段と下筋保持手段とは、前記下筋の外寸法分位相を上下にずらせて配設されている
ことを特徴とする請求項1に記載の鉄筋受け用スペーサ。
2. The reinforcing bar receiving spacer according to claim 1, wherein the upper bar holding means and the lower bar holding means are arranged with their phases shifted upward and downward by the outer dimension of the lower bar.
鉄筋コンクリート構造物の内部下側に埋設される下端筋を保持する第1スペーサと、鉄筋コンクリート構造物の内部上側に埋設される上端筋を保持する第2スペーサとの組み合わせでなり、
前記第1スペーサは、下端筋上筋と該下端筋上筋に交差する下端筋下筋とで構成される前記下端筋を型枠内の所定高さに保持する下端筋保持手段と、
該下端筋保持手段の側方へ張り出す座板と、前記鉄筋コンクリート構造物に前記下端筋を埋設する際の鉄筋コンクリート構造物の仕上げ面高さを示す高さ表示手段と、前記第2スペーサと着脱自在に連結される連結手段とを備え、
前記下端筋保持手段を下端筋上筋保持手段と下端筋下筋保持手段とで構成し、これら下端筋上筋保持手段と下端筋下筋保持手段のいずれか一方を、前記第1スペーサの高さ表示手段に開口する溝状に形成するとともに、他方を平板状に形成し、
前記第2スペーサは、上端筋上筋と該上端筋上筋に交差する上端筋下筋とで構成される前記上端筋を型枠内の所定高さに保持する上端筋保持手段と、
鉄筋コンクリート構造物に前記下端筋と上端筋とを埋設する際の鉄筋コンクリート構造物の仕上げ面高さを示す高さ表示手段と、前記第1スペーサと着脱自在に連結される連結手段とを備え、
前記上端筋保持手段を上端筋上筋保持手段と上端筋下筋保持手段とで構成し、これら上端筋上筋保持手段と上端筋下筋保持手段のいずれか一方を、前記第2スペーサの高さ表示手段に開口する溝状に形成するとともに、他方を平板状に形成した
ことを特徴とする鉄筋受け用スペーサ。
It is a combination of a first spacer that holds the bottom reinforcement embedded in the lower side of the reinforced concrete structure and a second spacer that holds the upper reinforcement embedded in the upper side of the reinforced concrete structure,
The first spacer includes a lower-end muscle holding means that holds the lower-end muscle composed of an upper-lower muscle and a lower-lower muscle that intersects the upper-lower muscle, at a predetermined height in the mold,
A seat plate that protrudes to the side of the bottom reinforcement holding means, a height display means that indicates the finished surface height of the reinforced concrete structure when the bottom reinforcement is embedded in the reinforced concrete structure, and the second spacer is attached and detached. A connecting means that is freely connected,
The lower end muscle holding means is constituted by a lower end upper muscle holding means and a lower lower muscle holding means, and either one of the lower upper muscle holding means or the lower lower muscle holding means is set to a height of the first spacer. The groove is opened in the display means and the other is formed in a flat plate shape.
The second spacer includes upper end muscle holding means for holding the upper end muscle at a predetermined height in the mold frame, which is constituted by an upper upper muscle and an upper upper muscle that intersects the upper upper muscle;
A height display means for indicating the height of the finished surface of the reinforced concrete structure when the lower and upper reinforcing bars are embedded in the reinforced concrete structure, and a connecting means detachably connected to the first spacer,
The upper end muscle holding means is constituted by an upper upper muscle upper muscle holding means and an upper upper muscle lower muscle holding means, and either one of the upper upper muscle upper holding means or the upper lower muscle holding means is set to a height of the second spacer. The reinforcing bar receiving spacer is characterized in that it is formed in a groove shape opening in the display means and the other is formed in a flat plate shape.
前記下端筋保持手段の下端筋上筋保持手段と下端筋下筋保持手段とは、前記下端筋下筋の外寸法分位相を上下にずらせて配設され、
前記上端筋保持手段の上端筋上筋保持手段と上端筋下筋保持手段とは、前記上端筋下筋の外寸法分位相を上下にずらせて配設されている
ことを特徴とする請求項4に記載の鉄筋受け用スペーサ。
The lower muscle upper muscle holding means and the lower muscle lower muscle holding means of the lower muscle holding means are disposed by shifting the phase up and down by the outer dimension of the lower muscle lower muscle,
5. The upper upper muscle upper muscle holding means and the upper upper muscle lower muscle holding means of the upper muscle holding means are arranged by shifting the phase up and down by the outer dimension of the upper muscle lower muscle. Reinforcing bar receiving spacer described in 1.
JP2006164744A 2006-06-14 2006-06-14 Reinforcing bar spacer Active JP4384138B2 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015175194A (en) * 2014-03-17 2015-10-05 株式会社 中央産業 Reinforcement spacer
JP7182508B2 (en) 2019-04-11 2022-12-02 メークス株式会社 Spacer and level indicator for reinforced concrete
KR20230061734A (en) * 2021-10-29 2023-05-09 정진석 Solidarity structure of wire rope frame structure and manufacturing method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015175194A (en) * 2014-03-17 2015-10-05 株式会社 中央産業 Reinforcement spacer
JP7182508B2 (en) 2019-04-11 2022-12-02 メークス株式会社 Spacer and level indicator for reinforced concrete
KR20230061734A (en) * 2021-10-29 2023-05-09 정진석 Solidarity structure of wire rope frame structure and manufacturing method thereof
KR102569279B1 (en) * 2021-10-29 2023-08-21 정진석 Solidarity structure of wire rope frame structure and manufacturing method thereof

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