JP2008308941A - Covering thickness checking tool, and covering thickness checking method - Google Patents

Covering thickness checking tool, and covering thickness checking method Download PDF

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JP2008308941A
JP2008308941A JP2007159746A JP2007159746A JP2008308941A JP 2008308941 A JP2008308941 A JP 2008308941A JP 2007159746 A JP2007159746 A JP 2007159746A JP 2007159746 A JP2007159746 A JP 2007159746A JP 2008308941 A JP2008308941 A JP 2008308941A
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cover thickness
reinforcing bar
handle shaft
thickness
measuring
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Kazuya Iwata
和也 岩田
Yasuyuki Ichikawa
泰之 市川
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Asahi Kasei Homes Corp
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Asahi Kasei Homes Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a reinforcing bar covering thickness checking tool, and a covering thickness checking method for correctly checking thickness of covering of a reinforcing bar in a reinforced concrete structure prior to placement of concrete without limitation to the position of the subject reinforcing bar, and regardless of applications, which is excellent in portability. <P>SOLUTION: The tool comprises a measuring part B1 composed of a spherically shaped timber having a radius corresponding to the minimum value of covering thickness, with a recess bored in part of the surface of the measuring part B1, and a flat countersunk head screw driven to a bottom surface of the recess for composing a connection part B1a to a handle shaft part B2. The handle shaft part B2 is in such constitution as that of an extensible rod antenna or a telescopic rod. A magnet having a flat surface is installed on a tip, and a connection part B2a is formed to be connected to the measuring part B1. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、鉄筋コンクリート造構造物において、鉄筋の所望のかぶり厚を確保する為に、鉄筋と型枠との離間寸法を確認する場合に使用するかぶり厚確認治具、及びこれを用いたかぶり厚確認方法に関するものである。   The present invention relates to a cover thickness confirmation jig used for confirming a separation distance between a reinforcing bar and a formwork, and a cover thickness confirmation using the same, in order to ensure a desired cover thickness of the reinforcing bar in a reinforced concrete structure. It is about the method.

従来より、鉄筋コンクリート造構造物において、コンクリートの中性化の進行によって鉄筋が発錆し強度低下を招く。この強度低下を抑制する為には鉄筋に対し所望のかぶり厚を確保する必要がある。所望のかぶり厚を確保する為にはコンクリート打設前に鉄筋と型枠の内面との離間寸法を所望のかぶり厚に対応させておくことが好ましく、該離間寸法を確認或いは確保する為の技術が種々開示されている。   Conventionally, in a reinforced concrete structure, the steel bar rusts due to the progress of neutralization of the concrete, leading to a decrease in strength. In order to suppress this strength reduction, it is necessary to secure a desired cover thickness for the reinforcing bars. In order to ensure the desired cover thickness, it is preferable that the separation dimension between the reinforcing bar and the inner surface of the formwork is made to correspond to the desired cover thickness before placing the concrete, and the technique for confirming or ensuring the separation dimension There are various disclosures.

スラブや梁の下端の鉄筋に対しては所望のかぶり厚に対応した寸法を有するスペーサーを鉄筋にはめ込んだり(特許文献1参照)、スペーサーで鉄筋を支持する等の方法が採用されることが多い。これらのスペーサーは、配筋や型枠組み立て作業の完了後の確認が困難な部位において確実に所望のかぶり厚が確保されるという点で有効な手段である。   For a reinforcing bar at the lower end of a slab or beam, a method of inserting a spacer having a dimension corresponding to a desired cover thickness into the reinforcing bar (see Patent Document 1) or supporting the reinforcing bar with a spacer is often employed. . These spacers are effective in that a desired cover thickness is surely ensured in a portion that is difficult to confirm after completion of bar arrangement or formwork assembly work.

しかし、例えば打ち放し仕上げの壁面や布基礎の立ち上がり部などでは、スペーサーの型枠側の端部がコンクリート表面に到達し露出したままとなって見苦しいという意匠上の問題や、鉄筋コンクリートの構造体の中に埋設されるので繰り返し使用が困難であり、更に部位によって異なるかぶり厚に応じて複数種類用意する必要もあってコストがかかるという問題などがあり、スペーサーの使用が控えられるのが一般的である。   However, for example, at the wall surface of the finish finish or the rising part of the cloth foundation, the end of the spacer on the formwork side reaches the concrete surface and remains unexposed, and it is difficult to see, or in the structure of reinforced concrete. It is difficult to use repeatedly because it is buried in the wall, and there are problems that it is necessary to prepare multiple types according to the cover thickness depending on the part and it is costly, so it is common to refrain from using spacers .

このような部位では、配筋作業及び型枠の組み立て作業が完了した後、型枠の開口部から金属製の巻尺を挿入し型枠の内面と鉄筋に巻尺をあてて目視する方法が最も一般的である。しかし、この方法では巻尺のあて方や測定者の視点の位置によって測定結果に誤差が生じる虞があった。また、鉄筋が混み合って測定者の手や巻尺の挿入ができない部位での測定が困難であった。   For these parts, the most common method is to insert a metal tape measure from the opening of the mold and apply the tape measure to the inner surface of the mold and the reinforcing bar after the rebar placement and the assembly of the mold are completed. Is. However, in this method, there is a possibility that an error may occur in the measurement result depending on how the tape measure is applied and the position of the measurer's viewpoint. In addition, it is difficult to measure at a site where rebars are crowded and the operator's hand and tape measure cannot be inserted.

この問題を解決する為の鉄筋かぶり厚測定定規が特許文献2に開示されている。   A rebar cover thickness measuring ruler for solving this problem is disclosed in Patent Document 2.

特許文献2の定規によれば、型枠の内面に型枠内面と直角となるようにあてがいながら定規を挿入し、鉄筋に当接した時点で鉄筋の当接位置の目盛を読み取ることで型枠内面と鉄筋との離間寸法を測定することができ、測定者の視点の位置によらず正確にかぶり厚を測定することができる、とされている。また、鉄筋のない型枠内面近傍に沿って挿入することで鉄筋が混み合っている部位においても容易に測定することができる、とされている。   According to the ruler of Patent Document 2, the ruler is inserted into the inner surface of the mold so as to be perpendicular to the inner surface of the mold, and the scale of the contact position of the reinforcing bar is read when the ruler comes into contact with the reinforcing bar. The distance between the inner surface and the reinforcing bar can be measured, and the cover thickness can be measured accurately regardless of the position of the viewpoint of the measurer. Moreover, it is supposed that it can measure easily also in the site | part where the reinforcing bar is crowded by inserting along the mold-frame inner surface vicinity without a reinforcing bar.

特開平11−280207号公報Japanese Patent Laid-Open No. 11-280207 実用新案登録第3078169号公報Utility Model Registration No. 3078169

しかしながら、特許文献2の定規は、先端の幅が狭く徐々に幅広となっているので、例えば測定の対象となる鉄筋が挿入方向に対して複数配置されている場合は最も手前側の鉄筋しか測定できないという問題があった。   However, since the ruler of Patent Document 2 has a narrow tip and gradually widens, for example, when a plurality of reinforcing bars to be measured are arranged in the insertion direction, only the closest reinforcing bar is measured. There was a problem that I could not.

また、この定規であっても、型枠内面及び鉄筋の軸方向に対し直角にあてなければ正確に測定できず使用方法を誤ると正確に測定できないという問題もあった。   Further, even with this ruler, there is a problem in that it cannot be measured accurately unless it is at right angles to the inner surface of the mold and the axial direction of the reinforcing bar, and cannot be accurately measured if the usage method is wrong.

更に、型枠内面に沿って挿入方向と直角方向に移動させた場合に、鉄筋(異形鉄筋)のリブと定規が干渉しスムーズに移動できず、測定位置を変更する場合は定規を一旦鉄筋と干渉しない位置まで戻し再度挿入しなければならないので、使い勝手が悪いという問題もあった。   Furthermore, when moving in the direction perpendicular to the insertion direction along the inner surface of the formwork, the ribs of the reinforcing bars (deformed reinforcing bars) and the ruler interfere with each other and cannot move smoothly. To change the measurement position, move the ruler once to the reinforcing bar. There is also a problem in that it is not easy to use because it must be inserted back to the position where it does not interfere.

本発明はこれらの従来技術の問題を解決し、対象となる鉄筋の位置に制約がなく、使用方法によらず正確に確認でき、更に携帯性にも優れた鉄筋かぶり厚の確認治具を提供することを目的とするものである。   The present invention solves these problems of the prior art, and provides a rebar cover thickness confirmation jig that can be confirmed accurately regardless of the method of use without restriction on the position of the target rebar. It is intended to do.

上記課題を解決する為の本発明の第一は、鉄筋コンクリート造構造物においてコンクリート打設前に鉄筋のかぶり厚を確認する為のかぶり厚確認治具であって、第1の構成は、所望の鉄筋かぶり厚寸法に対応した径を有する球状或いは円筒状の測定部と、該測定部から延伸した柄軸部と、からなることを特徴とする。   A first aspect of the present invention for solving the above-described problem is a cover thickness confirmation jig for confirming the cover thickness of a reinforcing bar before placing the concrete in a reinforced concrete structure. It is characterized by comprising a spherical or cylindrical measuring part having a diameter corresponding to the reinforcing bar cover thickness dimension, and a handle shaft part extending from the measuring part.

本発明に係るかぶり厚確認治具の第2の構成は、第1の構成に加えて、前記測定部と前記柄軸部とが、着脱自在な連結部を有することを特徴とする。   The second configuration of the cover thickness confirmation jig according to the present invention is characterized in that, in addition to the first configuration, the measurement portion and the handle shaft portion have a detachable connecting portion.

本発明に係るかぶり厚確認治具の第3の構成は、第2の構成において、前記着脱自在な連結機構が、磁力を利用したものであることを特徴とする。   A third configuration of the cover thickness confirmation jig according to the present invention is characterized in that, in the second configuration, the detachable coupling mechanism uses a magnetic force.

本発明に係るかぶり厚確認治具の第4の構成は、第1乃至第3の構成に加えて、前記柄軸部が伸縮機構を有することを特徴とする。   A fourth configuration of the cover thickness confirmation jig according to the present invention is characterized in that, in addition to the first to third configurations, the handle shaft portion has an expansion / contraction mechanism.

本発明に係るかぶり厚確認治具の第5の構成は、第1乃至第3の構成に加えて、前記柄軸部が可撓性を有することを特徴とする。   The fifth configuration of the cover thickness checking jig according to the present invention is characterized in that, in addition to the first to third configurations, the handle shaft portion has flexibility.

本発明の第二は、鉄筋コンクリート造構造物においてコンクリート打設前に鉄筋のかぶり厚を確認するかぶり厚確認方法であって、前記本発明のかぶり厚確認治具の測定部を挿入し、該測定部が通過することでかぶり厚を確認することを特徴とする。   The second aspect of the present invention is a cover thickness confirmation method for confirming the cover thickness of a reinforcing bar before placing concrete in a reinforced concrete structure, wherein the measurement part of the cover thickness confirmation jig of the present invention is inserted and the measurement is performed. The cover thickness is confirmed by passing the part.

本発明に係るかぶり厚確認治具の第1の構成及び本発明に係るかぶり厚確認方法によれば、測定部が所望のかぶり厚に対応した径を有する球状或いは円筒状であるため、対象となる鉄筋の位置が最も手前側の鉄筋に限定されることがない。   According to the first configuration of the cover thickness confirmation jig according to the present invention and the cover thickness confirmation method according to the present invention, since the measurement unit is spherical or cylindrical having a diameter corresponding to a desired cover thickness, The position of the reinforcing bar is not limited to the closest reinforcing bar.

また、型枠の内面と鉄筋との間の間隙に測定部を方向等に特段注意を払うことなく挿入して測定部が鉄筋と干渉することなく型枠内部を移動するかどうかを確認するだけで型枠内面と鉄筋との所望の離間寸法即ちかぶり厚が確保されているかどうかを容易に確認することができる。   Also, simply insert the measuring part into the gap between the inner surface of the formwork and the reinforcing bar without paying special attention to the direction, etc., and check whether the measuring part moves inside the formwork without interfering with the reinforcing bar. Thus, it is possible to easily confirm whether or not a desired separation dimension between the inner surface of the mold and the reinforcing bar, that is, the cover thickness is secured.

また、型枠内部での移動がスムーズであり、異形鉄筋と干渉した場合も異形鉄筋のリブと噛み合って移動しにくくなるということがない。   Further, the movement inside the mold is smooth, and even when it interferes with the deformed reinforcing bar, it does not become difficult to move by meshing with the rib of the deformed reinforcing bar.

本発明に係るかぶり厚確認治具の第2の構成によれば、測定部と柄軸部とが着脱自在な連結部を有するので収納性、携帯性が更に向上し、また、径の異なる複数の測定部や長さの異なる複数の柄軸部を用意することにより汎用性を高めることができる。   According to the second configuration of the cover thickness confirmation jig according to the present invention, since the measuring part and the handle shaft part have the detachable connecting part, the storage property and the portability are further improved, and a plurality of different diameters are provided. The versatility can be enhanced by preparing a plurality of handle shaft portions having different measuring lengths and lengths.

本発明に係るかぶり厚確認治具の第3の構成によれば、測定部と柄軸部との着脱自在な連結が磁力を利用したものであるので着脱作業を瞬時に容易に行うことができ、作業性が更に向上する。   According to the third configuration of the cover thickness check jig according to the present invention, since the detachable connection between the measuring portion and the handle shaft portion uses magnetic force, the attaching / detaching operation can be easily performed instantly. Workability is further improved.

本発明に係るかぶり厚確認治具の第4の構成によれば、柄軸部が伸縮機構を有するので、対象となる鉄筋の位置に応じて伸縮したり不使用時に縮めておくことができ、作業性や収納性、携帯性に優れる。   According to the fourth configuration of the cover thickness confirmation jig according to the present invention, since the handle shaft portion has the expansion and contraction mechanism, it can be expanded or contracted according to the position of the target reinforcing bar, and can be contracted when not in use. Excellent workability, storage, and portability.

本発明に係るかぶり厚確認治具の第5の構成によれば、柄軸部が可撓性を有するので、治具を直線的に挿入できない部位であっても柄軸部を撓ませて挿入することが可能となり、本治具の使用範囲を広げることができる。   According to the fifth configuration of the cover thickness confirmation jig according to the present invention, since the handle shaft portion is flexible, even if the jig cannot be linearly inserted, the handle shaft portion is bent and inserted. And the range of use of the jig can be expanded.

本発明に係るかぶり厚確認治具及びかぶり厚確認方法の最も好ましい実施形態について説明する。本発明は、鉄筋コンクリート造構造物の施工にあたりコンクリート打設前に鉄筋のかぶり厚が適正であるか否かを容易かつ正確に確認することを目的とするものである。   A most preferred embodiment of a cover thickness confirmation jig and a cover thickness confirmation method according to the present invention will be described. An object of the present invention is to easily and accurately confirm whether or not the cover thickness of a reinforcing bar is appropriate before placing the concrete in the construction of the reinforced concrete structure.

かぶり厚確認治具は、測定部と柄軸部とで構成されている。   The cover thickness confirmation jig is composed of a measurement part and a handle shaft part.

測定部は、型枠の内面の鉄筋との離間距離が所望のかぶり厚以上確保されているかを確認する部分である。   The measurement part is a part for confirming whether the distance from the reinforcing bar on the inner surface of the mold is secured to a desired cover thickness or more.

測定部の形状は、かぶり厚に対応した直径を有する球状或いは円筒状である。所望の鉄筋のかぶり厚に対応した直径を有する円の一方の端縁部を型枠の内面に対して直交するように当接させた状態で型枠と鉄筋との間隙部内を移動させて円の他方の端縁部が鉄筋と干渉するか否かを目視或いは手に作用する抵抗で確認することによって所望のかぶり厚が確保されているか否かを確認することができる。   The shape of the measurement part is spherical or cylindrical with a diameter corresponding to the cover thickness. Move the circle within the gap between the formwork and the reinforcing bar with one end of the circle having a diameter corresponding to the desired cover thickness of the reinforcing bar in contact with the inner surface of the formwork at right angles. It is possible to confirm whether or not a desired cover thickness is ensured by checking whether the other edge of the steel bar interferes with the reinforcing bar by visual observation or resistance acting on the hand.

測定部が球状の場合は、方向性はなくどのような方向からどのような角度で挿入しても確認ができ、円筒状の場合は、曲面で構成された側面を型枠内面に当接させた状態で間隙部に挿入し軸方向とは略直角方向に移動させることで確認ができる。   When the measuring part is spherical, there is no directionality and it can be confirmed from any direction and at any angle, and when it is cylindrical, the side made of a curved surface is brought into contact with the inner surface of the mold It can be confirmed by inserting it in the gap and moving it in a direction substantially perpendicular to the axial direction.

測定部の材質は鉄筋や型枠と干渉し圧縮力を受けても変形せず、かつ軽量であるものが好ましく、例えば、木材を球状や円筒状に加工したものや硬質の合成樹脂を球状や円筒状に成形したものが好ましい。   The material of the measuring part is preferably light weight that does not deform even when subjected to compressive force by interfering with reinforcing bars or molds.For example, a material obtained by processing wood into a spherical or cylindrical shape or a hard synthetic resin such as spherical or What was shape | molded in the cylindrical shape is preferable.

尚、鉄筋のかぶり厚の最小値は建築基準法に規定されており、例えば基礎の場合、立ち上がり部分は4cmその他の土に接する部分は6cmである。建築基準法に規定されたかぶり厚の最小値は大括りで細かく設定されてはいないので、夫々のかぶり厚の規定値に対応した径の測定部を用意してもさほど多品種にはならない。   In addition, the minimum value of the cover thickness of the reinforcing bar is stipulated in the Building Standard Law. For example, in the case of a foundation, the rising portion is 4 cm and the other portion in contact with the soil is 6 cm. Since the minimum value of the cover thickness stipulated in the Building Standards Act is not broadly set in detail, even if a measuring part having a diameter corresponding to the specified value of the cover thickness is prepared, it does not become so many varieties.

柄軸部は、測定部を型枠内部で操作する部分である。   The handle shaft part is a part for operating the measurement part inside the mold.

柄軸部は、測定部よりも細身つまり所望のかぶり厚寸法を超える太さを有していないことが必須であり、太くなるにつれて挿入する方向や対象となる鉄筋の位置によっては他の鉄筋と干渉しやすくなるので靭性を損なわない範囲で極力細身であることが好ましい。   It is essential that the handle shaft part is thinner than the measurement part, i.e., does not have a thickness exceeding the desired cover thickness dimension, and depending on the insertion direction and the position of the target reinforcing bar as it gets thicker, Since it becomes easy to interfere, it is preferable that it is as thin as possible in the range which does not impair toughness.

また、例えば伸縮式のロッドアンテナや指し棒のような伸縮機構を有していると携帯に都合がよく鉄筋の位置によって長さの調整もできるので好ましい。   Further, for example, it is preferable to have a telescopic mechanism such as a telescopic rod antenna or a pointing rod because it is convenient for carrying and can be adjusted in length depending on the position of the reinforcing bar.

また、例えば釣り竿の穂先のような可撓性、柔軟性を有する材質、形状とした場合、型枠が屈折或いは湾曲して直線的に挿入できない部位や障害物の影になる鉄筋を測定する場合に対応ができる。   Also, for example, when measuring a rebar that becomes a shadow of an obstacle or a part that cannot be inserted linearly because the formwork is bent or curved when it is made of a flexible material such as the tip of a fishing rod Can be supported.

上記測定部と柄軸部との連結は、着脱のできない固定式であってもよいし、着脱自在な連結機構を備えていてもよい。着脱自在とした場合、測定部と柄軸部夫々複数種用意しておきこの組み合わせを変えることにより少ない部品点数で多くのバリエーションが構築でき好ましい。   The measurement part and the handle shaft part may be connected in a fixed manner that cannot be attached or detached, or may be provided with a detachable connection mechanism. When it is possible to attach and detach, it is preferable that a plurality of types of measuring parts and handle shaft parts are prepared and this combination is changed so that many variations can be constructed with a small number of parts.

着脱自在な連結機構としては磁力によるもののほか、柄軸部先端をボルト状にして測定部に貫通孔を穿ちナットで固定したり、測定部に雌ネジを形成して螺合するようにしてもよい。特に磁力を用いた場合は、着脱が瞬時に容易に行えて好ましい。また磁力の場合、横方向(柄軸部の軸方向と直角方向)から力が作用した場合の脱落を抑制する為に、測定部側の連結部に柄軸部側の連結部の形状に対応させた凹部を設け、測定部側の連結部と柄軸部側の連結部とのクリアランスを少なくし、嵌め込むように構成するのが好ましい。   As a detachable coupling mechanism, in addition to using a magnetic force, the handle shaft tip may be bolted and a through hole may be formed in the measurement part and fixed with a nut, or a female screw may be formed in the measurement part and screwed together. Good. In particular, the use of magnetic force is preferable because it can be easily attached and detached instantly. Also, in the case of magnetic force, in order to suppress dropout when force is applied from the lateral direction (perpendicular to the axial direction of the handle shaft), it corresponds to the shape of the connecting portion on the handle shaft side to the connecting portion on the measuring unit side. It is preferable that a recessed portion is provided, and the clearance between the connecting portion on the measurement portion side and the connecting portion on the handle shaft portion side is reduced and fitted.

次に、本発明に係るかぶり厚確認治具とこれを用いたかぶり厚確認方法の実施例について図を用いて具体的に説明する。図1は、本発明に係る鉄筋のかぶり厚確認治具及びかぶり厚確認方法が適用できる鉄筋コンクリート造構造物の一例であり、図1(a)は立ち上がり部とベース部とを有する逆T字断面の布基礎Aのコンクリート打設前の状態を示す図で、図1(b)は布基礎Aの完成状態を示す図である。図2は本実施例に係るかぶり厚確認治具の構成を示す図、図3は布基礎の立ち上がり部におけるかぶり厚確認方法の実施例を示す図、図4は布基礎のベース部におけるかぶり厚確認方法の実施例を示す図、図5はかぶり厚確認治具の測定部の他の実施例の構成を示す図である。   Next, an embodiment of the cover thickness confirmation jig and the cover thickness confirmation method using the jig according to the present invention will be specifically described with reference to the drawings. FIG. 1 is an example of a reinforced concrete structure to which the reinforcing bar cover thickness checking jig and the cover thickness checking method according to the present invention can be applied, and FIG. 1A is an inverted T-shaped cross section having a rising part and a base part. FIG. 1B is a diagram showing a completed state of the fabric foundation A. FIG. FIG. 2 is a diagram showing a configuration of a cover thickness confirmation jig according to the present embodiment, FIG. 3 is a diagram showing an embodiment of a cover thickness confirmation method at the rising portion of the fabric foundation, and FIG. 4 is a cover thickness at the base portion of the fabric foundation. The figure which shows the Example of a confirmation method, FIG. 5: is a figure which shows the structure of the other Example of the measurement part of a cover thickness confirmation jig | tool.

図1において、鉄筋は立ち上がり部鉄筋A11とベース部鉄筋A12とからなる。立ち上がり部鉄筋A11は、立ち上がり部の上下端付近に水平に配置された主筋A11aと、縦方向に所定のピッチで配置されたスターラップA11bとを溶接して構成されている。ベース部鉄筋A12は布基礎Aの長さ方向と直交する方向に所定のピッチで配置された主筋A12aと主筋A12aの両端部を連結する補助筋A12bとを溶接して構成されている。立ち上がり部とベース部の側面に対応する位置に一対の立ち上がり部の型枠A21とベース部型枠A22が配置されている。尚、立ち上がり部上端の所定の位置に床下の換気をする為の換気口(基礎上端部の欠き込み部)を設ける為に換気口の形状に対応した換気口用型枠A23が配置される。   In FIG. 1, the reinforcing bar is composed of a rising part reinforcing bar A11 and a base part reinforcing bar A12. The rising portion reinforcing bar A11 is configured by welding a main reinforcing rod A11a arranged horizontally near the upper and lower ends of the rising portion and a stirrup A11b arranged at a predetermined pitch in the vertical direction. The base rebar A12 is configured by welding a main reinforcing bar A12a arranged at a predetermined pitch in a direction orthogonal to the length direction of the fabric foundation A and an auxiliary reinforcing bar A12b connecting both ends of the main reinforcing bar A12a. A pair of rising part molds A21 and base part molds A22 are arranged at positions corresponding to the side surfaces of the rising part and the base part. In addition, in order to provide a ventilation port for ventilating under the floor (a notch portion of the upper end of the foundation) at a predetermined position at the upper end of the rising portion, a ventilation port mold A23 corresponding to the shape of the ventilation port is arranged.

図2において、測定部B1はかぶり厚の最小値に対応した半径を有する球状に加工した木材からなり、この測定部B1の表面を一部えぐって凹部を形成し、該凹部の底面に皿ビスを捻じ込んで柄軸部B2との連結部B1aを構成している。柄軸部B2は伸縮式のロッドアンテナや差し棒と同様の構成であり先端には平坦な面を有するマグネットが装着され測定部B1と連結される連結部B2aが形成されている。また、柄軸部B2は可撓性を有し、軸方向と直角方向に力が作用した場合に撓(しな)い、力が解除されると直線状態に復帰するように構成されている。尚、測定部B1の連結部B1aの形状は柄軸部B2の連結部B2aの形状に対応しており、横方向(柄軸部2Bの軸方向と直角方向)から力が作用した場合でも測定部B1が脱落しにくい構成となっている。   In FIG. 2, the measurement part B1 is made of a timber processed into a spherical shape having a radius corresponding to the minimum value of the cover thickness, and a recess is formed by partially passing through the surface of the measurement part B1, and a countersunk screw is formed on the bottom surface of the recess. Is connected to form the connecting portion B1a with the handle shaft portion B2. The handle shaft part B2 has the same configuration as a telescopic rod antenna or insertion rod, and a connecting part B2a connected to the measuring part B1 is formed by attaching a magnet having a flat surface to the tip. In addition, the handle shaft portion B2 is flexible and is configured to bend when a force is applied in a direction perpendicular to the axial direction, and to return to a linear state when the force is released. . The shape of the connecting portion B1a of the measuring portion B1 corresponds to the shape of the connecting portion B2a of the handle shaft portion B2, and is measured even when a force is applied from the lateral direction (a direction perpendicular to the axial direction of the handle shaft portion 2B). The part B1 is configured not to easily fall off.

立ち上がり部における鉄筋A21のかぶり厚(基礎Aの幅方向のかぶり厚)の確認手順は以下の通りである。
(1)連結部B1a、B2aどうしを連結して測定部B1を装着し、柄軸部B2を適当な長さまで伸ばす(図2参照)。
(2)立ち上がり部の型枠A21のセットまで完了した状態で上方の開放部から測定部B1を挿入し、型枠A21の内面に沿わせて立ち上がり部鉄筋A12の位置まで測定部B1を移動させる。尚、柄軸部B2が型枠A21やかぶり厚確認の対象ではない他の基礎鉄筋と干渉しない限り、型枠A21の内面に対し柄軸部B2が斜めになるように挿入してもよい(図3参照)。
(3)測定部B1をかぶり厚確認の対象となる鉄筋A11の付近で適当に動かし、測定部B1が鉄筋A11と型枠A21の内面との間の空隙部分を鉄筋A11と干渉することなくスムーズに通過するか、それとも鉄筋A11と干渉して通過が妨げられるかで、かぶり厚が確保されるか否かを確認することができる(図3参照)。
The procedure for checking the cover thickness of the reinforcing bar A21 at the rising portion (the cover thickness in the width direction of the foundation A) is as follows.
(1) Connect the connecting parts B1a and B2a, attach the measuring part B1, and extend the handle shaft part B2 to an appropriate length (see FIG. 2).
(2) The measuring part B1 is inserted from the upper open part in a state where the setting of the mold A21 at the rising part is completed, and the measuring part B1 is moved to the position of the rising part reinforcing bar A12 along the inner surface of the mold A21. . In addition, as long as the handle shaft part B2 does not interfere with the formwork A21 or other foundation reinforcing bars not subject to the cover thickness check, the handle shaft part B2 may be inserted so as to be inclined with respect to the inner surface of the formwork A21 ( (See FIG. 3).
(3) The measurement unit B1 is appropriately moved in the vicinity of the reinforcing bar A11 that is the object of the cover thickness confirmation, and the measurement unit B1 is smooth without interfering with the reinforcing bar A11 in the gap between the reinforcing bar A11 and the inner surface of the mold A21. It is possible to confirm whether or not the cover thickness is ensured by whether or not the passage is blocked due to interference with the reinforcing bar A11 (see FIG. 3).

ベース部における鉄筋A12のかぶり厚(基礎Aの幅方向のかぶり厚)についても、ベース部の鉄筋A12に求められるかぶり厚の最小値に対応した径を有する測定部B1を装着した上で、立ち上がり部と同様、鉄筋A21と型枠A22の内面との間の空隙部分に測定部B1を挿入してかぶり厚が確保されるか否かを確認することができる(図3参照)。   The cover thickness of the reinforcing bar A12 in the base portion (the cover thickness in the width direction of the foundation A) also rises after mounting the measuring unit B1 having a diameter corresponding to the minimum value of the cover thickness required for the reinforcing bar A12 of the base portion. Similarly to the part, it is possible to check whether or not the cover thickness is ensured by inserting the measuring part B1 into the gap between the reinforcing bar A21 and the inner surface of the mold A22 (see FIG. 3).

また、図4に示した換気口用型枠A23の隅角部と換気口部の補強筋A13との間等、目視での確認がしにくい部位でも、補強筋A13に沿わせて柄軸部2を撓ませながら測定部B1を挿入し、測定部B1が換気口用型枠A23と干渉するか否かでかぶり厚の確認ができる。また、柄軸部B2は可撓性を有しているので、主筋A11aと換気口用型枠A23の底部との間等、かぶり厚確認治具Bを挿入しにくい部位であっても柄軸部B2を主筋A11aに押し付け撓ませた状態で挿入することによりかぶり厚を確認することができる。   Further, even in a portion that is difficult to visually confirm, such as between the corner portion of the vent opening formwork A23 shown in FIG. The measuring part B1 is inserted while bending 2 and the cover thickness can be confirmed by whether or not the measuring part B1 interferes with the ventilator formwork A23. Further, since the handle shaft portion B2 is flexible, even if it is a portion where it is difficult to insert the cover thickness check jig B, such as between the main muscle A11a and the bottom portion of the vent form A23. The cover thickness can be confirmed by inserting the portion B2 while pressing and bending the portion B2 against the main muscle A11a.

次に、かぶり厚確認治具の測定部の他の実施例とこれを用いたかぶり厚の確認方法について説明する。図5に示すように、本実施例では測定部B1が円筒状である。測定部B1の連結部B1aは小口面と曲面で構成された側面の2箇所に形成されており、柄軸部B2の連結部B2aを小口面の連結部B1a1と連結した場合は測定部B1の軸方向と柄軸部B2の軸方向は一致し、側面の連結部B2aと連結した場合は測定部B1の軸方向と柄軸部B2の軸方向と直交するように構成されている。   Next, another embodiment of the measurement unit of the cover thickness confirmation jig and a cover thickness confirmation method using the same will be described. As shown in FIG. 5, in this embodiment, the measuring part B1 is cylindrical. The connecting part B1a of the measuring part B1 is formed at two places, that is, a side surface composed of a small face and a curved surface. When the connecting part B2a of the handle shaft part B2 is connected to the connecting part B1a1 of the small face, the measuring part B1 The axial direction coincides with the axial direction of the handle shaft portion B2, and is configured to be orthogonal to the axial direction of the measuring portion B1 and the axial direction of the handle shaft portion B2 when connected to the side connecting portion B2a.

このように構成することで、柄軸部B2の挿入、移動が可能な方向やかぶり厚確認の対象となる鉄筋A1の配置方向に応じて連結の位置を適宜変更して使用することができる。例えば、布基礎Aの立ち上がり部に配置された複数の主筋A11aのかぶり厚を確認する場合は、小口面の連結部B1a1を使用し測定部B1の軸方向を略鉛直にしてかぶり厚確認治具Bを主筋A11aに沿って略水平方向(布基礎Aの長さ方向)に移動させることで、連続的、且つ測定部B1が上下に振れることを許容しつつ正確に確認することができる。また、略水平方向に移動中にかぶり厚が確保されていない箇所が現れた場合、曲面で構成された測定部B1の側面が鉄筋A11aの表面を掠めるようにして当接するので測定部B1に作用する衝撃が小さく、測定部B1が脱落しにくい。   By comprising in this way, the position of a connection can be suitably changed and used according to the arrangement direction of reinforcement A1 used as the direction in which handle axis part B2 can be inserted and moved, and cover thickness confirmation. For example, when confirming the cover thickness of the plurality of main bars A11a arranged at the rising portion of the fabric foundation A, the cover thickness check jig uses the connecting portion B1a1 on the small edge surface and the axial direction of the measurement unit B1 is substantially vertical. By moving B in the substantially horizontal direction (the length direction of the fabric foundation A) along the main muscle A11a, it is possible to confirm accurately while continuously allowing the measurement unit B1 to swing up and down. In addition, when a portion where the cover thickness is not ensured during movement in the substantially horizontal direction appears, the side surface of the measurement unit B1 configured with a curved surface comes into contact with the surface of the reinforcing bar A11a, and thus acts on the measurement unit B1. The impact to be performed is small, and the measurement part B1 is difficult to drop off.

また、型枠A21の幅止め具や換気口用型枠A23等の障害物によってかぶり厚確認治具Bを水平方向に移動できない場合には、側面の連結部B1a2を使用し測定部B1の軸方向が略水平になるように連結することができる。このようにすることで、型枠A21の内面に測定部B1の側面が線状に接する状態を維持しておけば、柄軸部B2を鉛直に保つ必要なく測定部B1の長さの範囲内の鉄筋について正確にかぶり厚を確認することができる。   Further, when the cover thickness check jig B cannot be moved in the horizontal direction due to an obstacle such as the width stopper of the mold A21 or the ventilator mold A23, the side connecting part B1a2 is used to connect the axis of the measuring part B1. They can be connected so that their directions are substantially horizontal. By doing in this way, if the state where the side surface of the measurement part B1 is in linear contact with the inner surface of the mold A21 is maintained, the length of the measurement part B1 is not required to keep the handle shaft part B2 vertical. It is possible to accurately check the cover thickness of the steel bars.

本発明に係るかぶり厚確認治具は、鉄筋コンクリート造構造物における鉄筋と型枠との離間寸法を確認する場合に使用されるが、配筋完了後の鉄筋どうしの間隔を確認する際にも利用できる。   The cover thickness confirmation jig according to the present invention is used for confirming the distance between the reinforcing bar and the formwork in the reinforced concrete structure, but is also used for confirming the interval between the reinforcing bars after the bar arrangement is completed. it can.

本発明に係る鉄筋のかぶり厚確認治具及びかぶり厚確認方法が適用できる鉄筋コンクリート造構造物の一例を示す図である。It is a figure which shows an example of the reinforced concrete structure to which the covering thickness confirmation jig | tool and covering thickness confirmation method of a reinforcing bar concerning this invention are applicable. かぶり厚確認治具の実施例の構成を示す図である。It is a figure which shows the structure of the Example of a cover thickness confirmation jig | tool. 立ち上がり部におけるかぶり厚の確認方法の実施例を示す図である。It is a figure which shows the Example of the confirmation method of the cover thickness in a standing part. ベース部におけるかぶり厚の確認方法を実施例を示す図である。It is a figure which shows an Example about the confirmation method of the cover thickness in a base part. かぶり厚確認治具の測定部の他の実施例の構成を示す図である。It is a figure which shows the structure of the other Example of the measurement part of a cover thickness confirmation jig | tool.

符号の説明Explanation of symbols

A 布基礎(鉄筋コンクリート構造物)
A11 立ち上がり部鉄筋
A11a 主筋
A11b スターラップ
A12 ベース部鉄筋
A12a 主筋
A12b 補助筋
A13 補強筋
A21 立ち上がり部型枠
A22 ベース部型枠
A23 換気口用型枠
B かぶり厚確認治具
B1 測定部
B1a 連結部
B1a1 小口面の連結部
B1a2 側面の連結部
B2 柄軸部
B2a 連結部
A Cloth foundation (steel reinforced concrete structure)
A11 Standing part reinforcing bar A11a Main bar A11b Stirrup A12 Base part reinforcing bar A12a Main bar A12b Auxiliary reinforcement A13 Reinforcing bar A21 Standing part formwork A22 Base part formwork A23 Ventilation vent formwork B Cover thickness check jig B1 Measuring part B1a Connection part B1a1 Small facet connection part B1a2 Side connection part B2 Handle shaft part B2a Connection part

Claims (6)

鉄筋コンクリート造構造物においてコンクリート打設前に鉄筋のかぶり厚を確認する為のかぶり厚確認治具であって、
所望の鉄筋かぶり厚寸法に対応した直径を有する球状或いは円筒状の測定部と、
該測定部から延伸した柄軸部と、からなることを特徴とするかぶり厚確認治具。
A cover thickness confirmation jig for confirming the cover thickness of a reinforcing bar before placing concrete in a reinforced concrete structure,
A spherical or cylindrical measuring section having a diameter corresponding to the desired rebar cover thickness dimension;
A cover thickness confirmation jig comprising: a handle shaft portion extending from the measurement portion.
前記測定部と前記柄軸部とが、着脱自在な連結部を有することを特徴とする請求項1に記載のかぶり厚確認治具。   The cover thickness confirmation jig according to claim 1, wherein the measurement part and the handle shaft part have a detachable connecting part. 前記着脱自在な連結部が、磁力を利用したものであることを特徴とする請求項2に記載のかぶり厚確認治具。   The cover thickness confirmation jig according to claim 2, wherein the detachable connecting portion uses magnetic force. 前記柄軸部が伸縮機構を有することを特徴とする請求項1乃至3のいずれかに記載のかぶり厚確認治具。   The cover thickness confirmation jig according to any one of claims 1 to 3, wherein the handle shaft portion has an expansion / contraction mechanism. 前記柄軸部が可撓性を有することを特徴とする請求項1乃至3のいずれかに記載のかぶり厚確認治具。   The cover thickness confirmation jig according to claim 1, wherein the handle shaft portion has flexibility. 鉄筋コンクリート造構造物においてコンクリート打設前に鉄筋のかぶり厚を確認するかぶり厚確認方法であって、
かぶり厚確認の対象となる鉄筋と型枠の内面との間に、請求項1乃至5のいずれかに記載のかぶり厚確認治具の測定部を挿入し、該測定部が通過することでかぶり厚を確認することを特徴とするかぶり厚確認方法。
A cover thickness confirmation method for confirming the cover thickness of a rebar before placing concrete in a reinforced concrete structure,
The measuring part of the covering thickness check jig according to any one of claims 1 to 5 is inserted between the reinforcing bar to be checked for covering thickness and the inner surface of the mold, and the covering part passes through the measuring part. A cover thickness confirmation method characterized by confirming the thickness.
JP2007159746A 2007-06-18 2007-06-18 Covering thickness checking tool, and covering thickness checking method Pending JP2008308941A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009013649A (en) * 2007-07-04 2009-01-22 Sekisui House Ltd Cover concrete thickness checker
JP4493727B1 (en) * 2009-11-10 2010-06-30 哲明 秋田 Method for measuring or inspecting concrete cover thickness in reinforced concrete structure and cover thickness inspection instrument

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5226912Y2 (en) * 1973-03-17 1977-06-18
JPS62115605U (en) * 1986-01-16 1987-07-23

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5226912Y2 (en) * 1973-03-17 1977-06-18
JPS62115605U (en) * 1986-01-16 1987-07-23

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009013649A (en) * 2007-07-04 2009-01-22 Sekisui House Ltd Cover concrete thickness checker
JP4493727B1 (en) * 2009-11-10 2010-06-30 哲明 秋田 Method for measuring or inspecting concrete cover thickness in reinforced concrete structure and cover thickness inspection instrument
JP2011102743A (en) * 2009-11-10 2011-05-26 Tetsuaki Akita Method for measuring or inspecting covering thickness of concrete in reinforced concrete structure, and covering thickness inspection instrument

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