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JP3078169U - Rebar cover thickness measurement ruler - Google Patents

Rebar cover thickness measurement ruler

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Publication number
JP3078169U
JP3078169U JP2000008659U JP2000008659U JP3078169U JP 3078169 U JP3078169 U JP 3078169U JP 2000008659 U JP2000008659 U JP 2000008659U JP 2000008659 U JP2000008659 U JP 2000008659U JP 3078169 U JP3078169 U JP 3078169U
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JP
Japan
Prior art keywords
cover thickness
ruler
measuring
reinforcing bar
rebar
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP2000008659U
Other languages
Japanese (ja)
Inventor
昇二 清水
Original Assignee
大日本土木株式会社
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Priority to JP2000008659U priority Critical patent/JP3078169U/en
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Publication of JP3078169U publication Critical patent/JP3078169U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

(57)【要約】 【課題】 簡単な操作で正確に鉄筋かぶり厚を測定する
ことのできる鉄筋かぶり厚測定定規を提供する。 【解決手段】 定規本体部3の一側面に鉄筋コンクリー
ト構造を構築するための型枠の内面に当接させる基準部
4を、他の側面に前記型枠内面に対向する鉄筋の側面に
当接させる測定部5とを備える。前記測定部5には基準
部4を型枠面に当接させたときの型枠面までの距離が漸
増する態様で複数の測定点pを形成すると共に、測定点
pには型枠面までの距離Lを表す数字8aを表示する。
基準部4を型枠内面にあてがいながら、測定部5が鉄筋
に当接するところまで挿入する。このとき鉄筋が当接し
た測定点pの数字8aが、型枠から鉄筋までの距離つま
り鉄筋かぶり厚を示す。
(57) [Problem] To provide a rebar cover thickness measurement ruler capable of accurately measuring a rebar cover thickness with a simple operation. SOLUTION: A reference portion 4 to be brought into contact with an inner surface of a formwork for constructing a reinforced concrete structure on one side surface of a ruler body portion 3 is brought into contact with a side surface of a reinforcing bar facing the inner surface of the formwork on another side surface. And a measuring unit 5. A plurality of measuring points p are formed in the measuring section 5 in such a manner that the distance to the form surface when the reference section 4 is brought into contact with the form surface is gradually increased. Is displayed as a number 8a representing the distance L of
While applying the reference part 4 to the inner surface of the mold, insert the measurement part 5 until it comes into contact with the reinforcing bar. At this time, the numeral 8a of the measurement point p at which the reinforcing bar abuts indicates the distance from the formwork to the reinforcing bar, that is, the reinforcing bar cover thickness.

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【考案の属する技術分野】[Technical field to which the invention belongs]

本考案は、鉄筋コンクリート構造物を構築する際の鉄筋かぶり厚、すなわちコ ンクリートを打設する型枠と鉄筋とのあいだの間隔を測定するための定規に関す る。 The present invention relates to a ruler for measuring a reinforcing bar cover thickness when constructing a reinforced concrete structure, that is, a distance between a reinforcing member and a formwork for placing concrete.

【0002】[0002]

【従来の技術と解決すべき課題】[Conventional technology and problems to be solved]

鉄筋コンクリート構造の躯体工事または鉄筋工事において、鉄筋かぶり厚が共 通仕様書等の設計図書通りとなっているか否かは完成後の躯体性能に影響する。 このためコンクリート打設前に鉄筋かぶり厚を測定する作業が行われる。従来は この鉄筋かぶり厚測定作業を、例えば図1に示したように、金属製の巻き尺Cの 先端部を鉄筋Sにあてがい、巻き尺Cを引き出して型枠Fまでの距離を測るとい う手法で行っていた。 In the reinforced concrete structure framing or rebar construction, whether or not the reinforced cover thickness is as specified in the design documents such as the common specifications will affect the skeleton performance after completion. For this reason, the work of measuring the rebar cover thickness before concrete casting is performed. Conventionally, this rebar cover thickness measurement work is performed by, for example, applying the tip of a metal tape measure C to the rebar S, pulling out the tape measure C, and measuring the distance to the form F as shown in FIG. I was going.

【0003】 しかしながら、このような従来の測定手法には、鉄筋が円形断面であるので観 察する方向によって測定結果に誤差を生じる、あるいは鉄筋が込み入っている場 合には前記のような測定作業が困難であるという問題があった。本考案はこのよ うな従来の問題点に着目してなされたもので、複雑な鉄筋構造においても簡単な 操作で正確に鉄筋かぶり厚を測定することのできる鉄筋かぶり厚測定定規を提供 することを目的としている。However, in such a conventional measuring method, since the reinforcing bar has a circular cross section, an error occurs in the measurement result depending on the direction of observation, or when the reinforcing bar is complicated, the above-described measuring operation is not performed. There was a problem that it was difficult. The present invention has been made in view of such conventional problems, and it is an object of the present invention to provide a rebar cover thickness measuring ruler capable of accurately measuring a rebar cover thickness with a simple operation even in a complicated rebar structure. The purpose is.

【0004】[0004]

【課題を解決するための手段】[Means for Solving the Problems]

第1の考案は、測定定規の一側面に鉄筋コンクリート構造を構築するための型 枠の内面に当接させる基準部を、他の側面に前記型枠内面に対向する鉄筋の側面 に当接させる測定部とを備える。前記測定部には基準部を型枠面に当接させたと きの型枠面までの距離が漸増する態様で複数の測定点を形成すると共に、測定点 には型枠面までの距離を鉄筋かぶり厚として表す数字を表示する。 The first invention is a measurement in which one side of the measuring ruler is brought into contact with the inner surface of a formwork for constructing a reinforced concrete structure, and the other side is brought into contact with the side surface of the reinforcing bar facing the inner surface of the formwork. Unit. A plurality of measuring points are formed in the measuring section in such a manner that the distance to the form surface when the reference section is brought into contact with the form surface is gradually increased, and the distance to the form surface is measured at the measuring point. Displays a number representing the cover thickness.

【0005】 第2の考案は、前記第1の考案の測定部を、型枠面に対して所定の角度をなす 傾斜面状に形成したものとする。In a second aspect of the present invention, the measuring section of the first aspect of the present invention is formed as an inclined surface that forms a predetermined angle with respect to a mold surface.

【0006】 第3の考案は、前記第1の考案の測定部を、型枠面に対して段階的に距離が変 化する階段状に形成したものとする。According to a third aspect of the present invention, the measuring section of the first aspect is formed in a step shape in which a distance changes stepwise with respect to a mold surface.

【0007】 第4の考案は、前記かぶり厚を表す数字を、定規の先細側端部を下に向けたと きに天地逆となるように表示したものとする。In a fourth aspect of the present invention, the numeral representing the cover thickness is displayed so that the ruler is turned upside down when the tapered end of the ruler faces downward.

【0008】 第5の考案は、前記各考案の基準部に、定規の先細側端部からの長さを表す数 字または目盛りを該基準部の長手方向に沿って形成したものとする。In a fifth aspect of the present invention, a numeral or a scale indicating the length from the tapered end of the ruler is formed in the reference portion of each of the above-described devices along the longitudinal direction of the reference portion.

【0009】[0009]

【考案の効果】[Effect of the invention]

前記本考案により鉄筋かぶり厚を測定するには、測定しようとするコンクリー ト型枠と鉄筋との間に、定規が鉄筋に対してほぼ直角となるように定規の先細側 端部から挿入する。このときに定規が鉄筋に対してほぼ直角を保つように基準部 を型枠内面にあてがいながら、測定部が鉄筋に当接するところまで挿入する。こ の鉄筋が当接した測定点の数字が、型枠内面から当該測定点までの距離すなわち 鉄筋かぶり厚である。 In order to measure the reinforcing bar cover thickness according to the present invention, the ruler is inserted between the concrete form to be measured and the reinforcing bar from the tapered end of the ruler so that the ruler is substantially perpendicular to the reinforcing bar. At this time, insert the reference part to the inner surface of the form so that the ruler keeps a substantially right angle to the reinforcing bar, and insert it until the measuring part comes into contact with the reinforcing bar. The number at the measuring point where the reinforcing bar abuts is the distance from the inner surface of the formwork to the measuring point, that is, the reinforcing bar cover thickness.

【0010】 本考案によればこのようにして簡単な操作でしかも正確に鉄筋かぶり厚を測る ことができるので、従来は測定困難であった個所も正確に測定でき、これにより 鉄筋工事および鉄筋コンクリート構造の精度をより向上させられるという効果が 得られる。[0010] According to the present invention, it is possible to accurately measure the rebar cover thickness with a simple operation in this way, and it is also possible to accurately measure a portion that was difficult to measure in the past. Thus, the effect that the accuracy of the measurement can be further improved is obtained.

【0011】[0011]

【考案の実施の形態】[Embodiment of the invention]

以下、本考案を実施形態に基づきより詳細に説明する。図2において、鉄筋か ぶり厚測定定規1は、測定時に作業者が手で保持するための握り部2と、測定の ための定規本体部3とを、プラスチックあるいは金属等の厚板材により一体的に 形成してある。定規本体部3は、握り部2とは反対側の端部が先細の略三角形状 となるように、その両側縁部の一方に測定の基準となる直線状の基準部4を、他 方に前記基準部4に対して所定の角度θをなすように測定部5をそれぞれ形成し てある。 Hereinafter, the present invention will be described in more detail based on embodiments. In FIG. 2, a reinforcing bar cover thickness measuring ruler 1 is composed of a grip portion 2 for an operator to hold by hand at the time of measurement and a ruler body portion 3 for measurement made of a thick plate material such as plastic or metal. It is formed in. The ruler main body 3 has a linear reference portion 4 serving as a measurement reference on one of its two side edges, and a tapered substantially triangular shape on the end opposite to the grip portion 2, on the other side. The measuring units 5 are formed so as to form a predetermined angle θ with respect to the reference unit 4.

【0012】 基準部4には、定規本体3の前記先細側端部6からの長さを表す数字7aおよ び目盛り7bを長手方向に沿って記入してある。一方、測定部5には、前記基準 部4から直角方向に測った測定点(この場合、測定部5の縁部上に所定間隔で設 定した複数の点)pまでの距離Lを示す数字8aおよび目盛り8bを測定部5に 沿って所定間隔で記入してある。前記数字8aは、図示したように定規の先細側 端部6を下に向けたときに天地が逆になるように記入してある。これは測定時に は定規1を上からのぞき込むようにして数字8aを観察することになるので、こ の時の読みやすさを考慮したものである。なおこの実施形態では測定点pを測定 部5上の8個所に設けているが、さらに細かい間隔で多数設けるようにしてもよ い。In the reference portion 4, a numeral 7 a and a scale 7 b representing the length from the tapered side end portion 6 of the ruler body 3 are written in the longitudinal direction. On the other hand, the measuring unit 5 has a numeral L indicating a distance L from the reference unit 4 to a measuring point p (in this case, a plurality of points set at predetermined intervals on the edge of the measuring unit 5). 8a and graduations 8b are entered at predetermined intervals along the measuring section 5. The numeral 8a is written such that the top and bottom are inverted when the tapered side end 6 of the ruler is turned downward as shown in the figure. This is because the number 8a is observed by observing the ruler 1 from above at the time of measurement, so that the readability at this time is taken into consideration. In this embodiment, the measuring points p are provided at eight positions on the measuring section 5, but a large number of measuring points p may be provided at finer intervals.

【0013】 この定規1により鉄筋かぶり厚を測定するには、図3に示したように、測定し ようとするコンクリート型枠Fと鉄筋Sとの間に、定規1が鉄筋Sに対してほぼ 直角となるように定規の先細側端部6から挿入する。このときに定規1が鉄筋に 対してほぼ直角を保つように基準部4を型枠Fの内面にあてがいながら、測定部 5が鉄筋Sに当接するところまで挿入する。この鉄筋Sが当接した測定点pの数 字8aが、型枠Fから鉄筋Sまでの距離Lつまり鉄筋かぶり厚を示している。In order to measure the rebar cover thickness by using the ruler 1, the ruler 1 is placed between the concrete form F to be measured and the rebar S as shown in FIG. The ruler is inserted from the tapered end 6 of the ruler at a right angle. At this time, the reference portion 4 is applied to the inner surface of the form F so that the ruler 1 keeps a substantially right angle to the reinforcing bar, and the measuring portion 5 is inserted until it comes into contact with the reinforcing bar S. The numeral 8a of the measurement point p at which the reinforcing bar S abuts indicates the distance L from the mold F to the reinforcing bar S, that is, the reinforcing bar cover thickness.

【0014】 測定時には定規1の基準部4を直接型枠Fに当接させるのではなく、一定厚の 板材あるいは角材などを介在させて間接的に当接させるようにしてもよく、これ により定規1の最大測定範囲を超える鉄筋かぶり厚を測定することができる。ま た、この実施形態の定規1には先細側端部6からの長さを表す数字7aおよび目 盛り7bを設けてあるので、例えば型枠Fの底部から鉄筋Sまでの高さあるいは 鉄筋相互の間隔などを測る用途にも応用することができる。At the time of measurement, the reference portion 4 of the ruler 1 may not be directly in contact with the formwork F, but may be indirectly contacted with a plate or square member having a constant thickness interposed therebetween. Reinforcement cover thickness exceeding the maximum measurement range of 1 can be measured. Also, since the ruler 1 of this embodiment is provided with a numeral 7a and a scale 7b representing the length from the tapered side end 6, for example, the height from the bottom of the form F to the rebar S or the rebar It can also be applied to applications such as measuring the distance between the objects.

【0015】 ところで、この実施形態では測定部5が傾斜面となっているので、鉄筋Sとの 当接部は鉄筋中心よりもやや上方となり、このため測定点pの読みは実際のかぶ り厚寸法よりも僅かに大きくなる。そこで、厳密を要する場合には、この誤差分 を例えば次のようにして補償する。すなわち、型枠内面または基準部4に対して 測定部5がなす角度をθ、鉄筋Sの外径をdとするとき、前記かぶり厚方向の誤 差Δtは、Δt=(d/2)(1−cosθ)で算出することができる。この誤 差を各測定点pの実際の寸法から差し引いた数値を数字8aとして記入しておけ ば、その読みがそのままより正確なかぶり厚を示すことになる。これに対して、 鉄筋かぶり厚をそれほど厳密に測定する必要がなく、ある許容範囲内にあること がわかればよい場合には、測定部5を直線状の斜面で形成するのではなく、型枠 面に対して段階的に距離が変化する階段状に形成したものとすればよく、これに よりかぶり厚の測定作業がより簡単になる。By the way, in this embodiment, since the measuring portion 5 is an inclined surface, the contact portion with the reinforcing bar S is slightly higher than the center of the reinforcing bar, so that the reading of the measuring point p is the actual overlay thickness. Slightly larger than the dimensions. Therefore, if strictness is required, this error is compensated as follows, for example. That is, when the angle formed by the measuring part 5 with respect to the inner surface of the formwork or the reference part 4 is θ, and the outer diameter of the reinforcing bar S is d, the error Δt in the cover thickness direction is Δt = (d / 2) ( 1−cos θ). If a value obtained by subtracting this error from the actual dimension of each measurement point p is entered as a numeral 8a, the reading as it is indicates a more accurate cover thickness. On the other hand, when it is not necessary to measure the rebar cover thickness so strictly and it is sufficient to know that the rebar cover thickness is within a certain allowable range, the measuring section 5 is not formed by a linear slope, but is formed by a mold. It may be formed in a step-like shape in which the distance changes stepwise with respect to the surface, which simplifies the work of measuring the cover thickness.

【0016】 なお、この実施形態では基準部4を直線状として型枠面に対して線接触するよ うにしてあるが、このようにする代わりに、2点以上の複数個所で型枠面に点接 触または部分的に接触するような形状としてもよい。こうすることにより、例え ば鉄筋と対向する型枠面上に突起形状があるような場合においてもかぶり厚を支 障なく測定することができる。In this embodiment, the reference portion 4 is formed in a straight line so as to make line contact with the formwork surface. The shape may be such that point contact or partial contact is made. By doing so, the cover thickness can be measured without any problem even when, for example, there is a projection on the form surface facing the reinforcing bar.

【図面の簡単な説明】[Brief description of the drawings]

【図1】従来の鉄筋かぶり厚測定手法を示す説明図。FIG. 1 is an explanatory view showing a conventional reinforcing bar cover thickness measuring method.

【図2】本考案による鉄筋かぶり厚測定定規の一実施形
態の正面図。
FIG. 2 is a front view of one embodiment of a rebar cover thickness measurement ruler according to the present invention.

【図3】本考案による鉄筋かぶり厚測定手法を示す説明
図。
FIG. 3 is an explanatory view showing a reinforcing bar cover thickness measuring method according to the present invention.

【符号の説明】[Explanation of symbols]

1 鉄筋かぶり厚測定定規 2 握り部 3 定規本体部 4 基準部 5 測定部 6 先細側端部 7a 数字 7b 目盛り 8a 数字 8b 目盛り p 測定点 F 型枠 L 鉄筋かぶり厚の代表長さ S 鉄筋 DESCRIPTION OF REFERENCE NUMBERS 1 Rebar cover thickness measurement ruler 2 Handle part 3 Ruler body 4 Reference part 5 Measurement part 6 Tapered side end 7a Number 7b Scale 8a Number 8b Scale p Measurement point F Formwork L Typical length of rebar cover thickness S Rebar

Claims (5)

【実用新案登録請求の範囲】[Utility model registration claims] 【請求項1】鉄筋コンクリート構造を構築するための型
枠の内面に当接させる基準部と、前記型枠内面に対向す
る鉄筋の側面に当接させる測定部とを備え、測定部には
基準部を型枠面に当接させたときの型枠面までの距離が
漸増する態様で複数の測定点を形成すると共に、測定点
には型枠面までの距離を鉄筋かぶり厚として表す数字を
表示した鉄筋かぶり厚測定定規。
1. A reference portion for contacting an inner surface of a formwork for constructing a reinforced concrete structure, and a measuring portion for contacting a side surface of a reinforcing bar facing the inner surface of the formwork, wherein the measuring portion includes a reference portion. A plurality of measurement points are formed in such a manner that the distance to the form surface when the abutment with the form surface is gradually increased, and at the measurement points, a number representing the distance to the form surface as a reinforcing bar cover thickness is displayed. Rebar cover thickness measurement ruler.
【請求項2】測定部を型枠面に対して所定の角度をなす
傾斜面状に形成した請求項1に記載の鉄筋かぶり厚測定
定規。
2. The rebar cover thickness measuring ruler according to claim 1, wherein the measuring portion is formed in an inclined surface form a predetermined angle with respect to the mold surface.
【請求項3】測定部を型枠面に対して段階的に距離が変
化する階段状に形成した請求項1に記載の鉄筋かぶり厚
測定定規。
3. The rebar cover thickness measuring ruler according to claim 1, wherein the measuring portion is formed in a stepped shape in which the distance changes stepwise with respect to the mold surface.
【請求項4】かぶり厚を表す数字を、定規の先細側端部
を下に向けたときに天地逆となるように表示してある請
求項1から請求項3のいずれかに記載の鉄筋かぶり厚測
定定規。
4. The reinforcing bar cover according to claim 1, wherein the number representing the cover thickness is displayed upside down when the tapered end of the ruler is directed downward. Thickness measuring ruler.
【請求項5】基準部には、定規の先細側端部からの長さ
を表す数字または目盛りを基準部の長手方向に沿って形
成してある請求項1から請求項4のいずれかに記載の鉄
筋かぶり厚測定定規。
5. The reference portion according to claim 1, wherein a number or a scale representing the length from the tapered end of the ruler is formed along the longitudinal direction of the reference portion. Rebar cover thickness measurement ruler.
JP2000008659U 2000-12-07 2000-12-07 Rebar cover thickness measurement ruler Expired - Lifetime JP3078169U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000008659U JP3078169U (en) 2000-12-07 2000-12-07 Rebar cover thickness measurement ruler

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000008659U JP3078169U (en) 2000-12-07 2000-12-07 Rebar cover thickness measurement ruler

Publications (1)

Publication Number Publication Date
JP3078169U true JP3078169U (en) 2001-06-22

Family

ID=43211127

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000008659U Expired - Lifetime JP3078169U (en) 2000-12-07 2000-12-07 Rebar cover thickness measurement ruler

Country Status (1)

Country Link
JP (1) JP3078169U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3203063U (en) * 2015-12-21 2016-03-10 房枝 高橋 Card holder
CN108303057A (en) * 2018-02-06 2018-07-20 内蒙古自治区计量测试研究院 A kind of cover protectometer calibrating installation
CN113804084A (en) * 2021-10-19 2021-12-17 中建八局轨道交通建设有限公司 Device and method for measuring steel bar spacing and protective layer thickness

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3203063U (en) * 2015-12-21 2016-03-10 房枝 高橋 Card holder
CN108303057A (en) * 2018-02-06 2018-07-20 内蒙古自治区计量测试研究院 A kind of cover protectometer calibrating installation
CN113804084A (en) * 2021-10-19 2021-12-17 中建八局轨道交通建设有限公司 Device and method for measuring steel bar spacing and protective layer thickness

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