JPH07260403A - Inspection instrument for pressure welded part of reinforcing rod - Google Patents

Inspection instrument for pressure welded part of reinforcing rod

Info

Publication number
JPH07260403A
JPH07260403A JP5392894A JP5392894A JPH07260403A JP H07260403 A JPH07260403 A JP H07260403A JP 5392894 A JP5392894 A JP 5392894A JP 5392894 A JP5392894 A JP 5392894A JP H07260403 A JPH07260403 A JP H07260403A
Authority
JP
Japan
Prior art keywords
gauge member
gauge
reinforcing bar
contact portion
along
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.)
Granted
Application number
JP5392894A
Other languages
Japanese (ja)
Other versions
JP3480592B2 (en
Inventor
Mutsumi Yasukawa
睦 安川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Maeda Corp
Original Assignee
Maeda Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Maeda Corp filed Critical Maeda Corp
Priority to JP05392894A priority Critical patent/JP3480592B2/en
Publication of JPH07260403A publication Critical patent/JPH07260403A/en
Application granted granted Critical
Publication of JP3480592B2 publication Critical patent/JP3480592B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To check the pressure welded part of a reinforcing rod for satisfying specified criteria easily and accurate in the field using a dedicated instrument. CONSTITUTION:A first gauge member 10 is brought into contact, on the side face part thereof along the longitudinal direction, with the pressure welded part of a reinforcing rod. A second gauge member 20 is shifted in the direction substantially perpendicular to the first gauge member 10 thus bringing the second gauge member 20 into contact, on the end part 22 thereof, with the peripheral part of the reinforcing rod 2 on one side of the pressure welded part. Furthermore, a slide member 40 is slid along the longitudinal direction of the first gauge member 10 and a third gauge member 30 is shifted in direction substantially perpendicular to the slide member 40 thus bringing the third gauge member 30 into contact, on the end part thereof, with the peripheral part of the reinforcing rod 3 on the other side of the pressure welded part. Dimensional graduations 14, 24 and 34 are then read out on the first, second and third gauge members 10, 20 and 30.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、鉄筋の圧接部が所定の
基準内に納まっているかを、現場で検査するための鉄筋
圧接部検査用器具に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing bar pressure welding portion inspection instrument for inspecting on-site whether the pressure welding portion of a reinforcing bar is within a predetermined standard.

【0002】[0002]

【従来の技術】建築現場の鉄筋工事において、鉄筋を長
さ方向に接合する場合、その接合面を酸素アセチレン炎
などのガス炎で加熱して圧接するガス圧接法や、接合面
を通電加熱して圧接する電気圧接法が用いられる。
2. Description of the Related Art In reinforcing bar construction at a construction site, when reinforcing bars are to be joined in the longitudinal direction, the joining surface is heated by a gas flame such as an oxygen acetylene flame and pressure welding is used, or the joining surface is electrically heated. The electric pressure welding method is used.

【0003】このような鉄筋の圧接部の検査としては、
仕様書に基づく基準(径、偏心量等)で、現場における
抜取り検査を実施している。
As an inspection of the pressure contact portion of such a reinforcing bar,
Sampling inspections are performed on-site based on the specifications (diameter, eccentricity, etc.) based on specifications.

【0004】そして、従来は、スケールやノギスを用い
て測定したり、目視によるチェックで検査していた。
Conventionally, the measurement has been carried out using a scale or a caliper, or the inspection has been carried out by visual check.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、従来の
ようなスケールやノギスによる測定および目視によるチ
ェック等の検査では、鉄筋圧接部の検査本数が多くなる
と、その検査がかなり面倒なものとなり、手間がかかっ
てしまう問題があり、さらに、圧接した鉄筋の偏心量が
正確に把握できないこと等の問題があった。
However, in conventional inspections such as measurement with a scale or calipers and visual inspections, when the number of inspections of the pressure contact portion of the reinforcing bar becomes large, the inspection becomes considerably troublesome and troublesome. There is a problem that it is applied, and further, there is a problem that the amount of eccentricity of the pressure-reinforced rebar cannot be accurately grasped.

【0006】そこで、本発明の目的は、鉄筋の圧接部が
所定の基準内に納まっているかを、現場で簡易に、且つ
正確に行えるようにした鉄筋圧接部検査用器具を提供す
ることにある。
[0006] Therefore, an object of the present invention is to provide an instrument for inspecting a reinforcing bar pressure contact portion, which can easily and accurately perform on site whether or not the pressure contact portion of the reinforcing bar is within a predetermined standard. .

【0007】[0007]

【課題を解決するための手段】以上の課題を解決すべく
本発明は、鉄筋の圧接部を検査する鉄筋圧接部検査用器
具であって、長さ方向に沿って寸法目盛りを有し、その
長さ方向に沿った側面部が前記鉄筋の前記圧接部に当接
可能な第1のゲージ部材と、この第1のゲージ部材に対
しほぼ直角方向に沿って移動可能に一端部側に組み付け
られ、前記第1のゲージ部材に対しほぼ直角方向の長さ
方向に沿って寸法目盛りを有し、前記圧接部を挟んで一
方側の前記鉄筋の周囲に長さ方向の端部が当接可能な第
2のゲージ部材と、前記第1のゲージ部材に対しその長
さ方向に沿って移動可能で、且つほぼ直角方向に沿って
移動可能に組み付けられ、前記第1のゲージ部材に対し
ほぼ直角方向の長さ方向に沿って寸法目盛りを有し、前
記圧接部を挟んで他方側の前記鉄筋の周囲に長さ方向の
端部が当接可能な第3のゲージ部材と、からなる構成を
特徴としている。
SUMMARY OF THE INVENTION In order to solve the above problems, the present invention is a reinforcing bar pressure welding portion inspection instrument for inspecting the pressure welding portion of a reinforcing bar, which has a dimensional scale along the length direction thereof. A first gauge member whose side surface along the length direction is capable of abutting on the pressure contact portion of the reinforcing bar, and a first gauge member movably attached to the one end side along a direction substantially perpendicular to the first gauge member. A dimensional scale along a length direction substantially perpendicular to the first gauge member, and an end portion in the length direction can abut around the rebar on one side with the pressure contact portion interposed therebetween. A second gauge member is attached to the first gauge member so as to be movable in the length direction thereof and in a substantially right angle direction, and is attached in a substantially right angle direction to the first gauge member. Dimensional scale along the length direction of the End of the length direction around the rebar square side is characterized abutment capable third gauge member, a structure consisting of.

【0008】なお、前記第3のゲージ部材は、例えば、
前記第1のゲージ部材に対しその長さ方向に沿って移動
可能に組み付けたスライド部材に対して、前記第1のゲ
ージ部材に対しほぼ直角方向に沿って移動可能に組み付
けられている。
The third gauge member is, for example,
A slide member that is movably assembled to the first gauge member along its length direction is movably assembled to the first gauge member along a direction substantially perpendicular to the first gauge member.

【0009】[0009]

【作用】本発明によれば、第1のゲージ部材の側面部を
鉄筋の圧接部に当接させ、第2のゲージ部材を第1のゲ
ージ部材に対しほぼ直角方向に移動してその端部を、圧
接部を挟んで一方側の鉄筋の周囲に当接させるととも
に、第3のゲージ部材を第1のゲージ部材に対し長さ方
向およびほぼ直角方向に移動してその端部を、圧接部を
挟んで他方側の鉄筋の周囲に当接させて、これら第1の
ゲージ部材、第2のゲージ部材および第3のゲージ部材
の寸法目盛りをそれぞれ読み取ることで、圧接部の検査
が現場で簡単に行える。
According to the present invention, the side surface portion of the first gauge member is brought into contact with the pressure contact portion of the reinforcing bar, and the second gauge member is moved in a direction substantially perpendicular to the first gauge member so that the end portion of the second gauge member is moved. While contacting the periphery of the reinforcing bar on one side across the pressure contact portion, the third gauge member is moved in the lengthwise direction and the substantially right angle direction with respect to the first gauge member, and the end portion thereof is moved to the pressure contact portion. It is easy to inspect the press-contact part on site by putting it in contact with the periphery of the reinforcing bar on the other side with the pinch in between and reading the dimensional scales of these first gauge member, second gauge member and third gauge member. You can do it.

【0010】即ち、圧接した鉄筋の偏心量の測定と、圧
接部の膨らみ(直径、長さ)の測定が簡易に行えるの
で、偏心量チェック、圧接部膨らみチェックにより圧接
部の検査が正確に行える。
That is, since it is possible to easily measure the amount of eccentricity of the pressure-contacted rebar and the bulge (diameter, length) of the pressure-contact portion, it is possible to accurately inspect the pressure-contact portion by checking the eccentricity amount and the bulge of the pressure-contact portion. .

【0011】なお、スライド部材を設けることで、第1
のゲージ部材の長さ方向に沿った第3のゲージ部材の移
動が行える。
By providing a slide member, the first
The third gauge member can be moved along the length direction of the gauge member.

【0012】[0012]

【実施例】以下に、本発明に係る鉄筋圧接部検査用器具
の実施例を図1乃至図4に基づいて説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the reinforcing bar pressure welding portion inspection device according to the present invention will be described below with reference to FIGS. 1 to 4.

【0013】先ず、図1は本発明に係る鉄筋圧接部検査
用器具の一例を示す正面図で、10は第1のゲージ部
材、20は第2のゲージ部材、30は第3のゲージ部
材、40はスライド部材であり、図2に側面図、図3
(a)および(b)に平面図と底面図を示している。
First, FIG. 1 is a front view showing an example of a reinforcing bar pressure welding portion inspection instrument according to the present invention. 10 is a first gauge member, 20 is a second gauge member, and 30 is a third gauge member. Reference numeral 40 denotes a slide member, which is shown in FIG.
A plan view and a bottom view are shown in (a) and (b).

【0014】第1のゲージ部材10は、図1および図2
に示すように、図示例では縦(上下)に細長い長方形の
板材11からなるものである。この板材11には、その
図示上端部側に長さ方向に対し直角方向(板材11の左
右方向)に貫通する横方向スライド穴12が形成される
とともに、この横方向スライド穴12から下方に離れた
部分から図示下端部側にかけて、同じく直角方向(板材
11の左右方向)に貫通する縦長の縦方向スライド穴1
3が形成されている。
The first gauge member 10 is shown in FIGS.
In the illustrated example, the plate member 11 is vertically (upper and lower) elongated and elongated, as shown in FIG. A lateral slide hole 12 is formed in the plate member 11 on the upper end side in the drawing in the direction perpendicular to the length direction (left and right direction of the plate member 11), and is separated downward from the lateral slide hole 12. From the open portion to the lower end in the figure, a vertically long vertical slide hole 1 that also penetrates in the right-angled direction (the horizontal direction of the plate material 11)
3 is formed.

【0015】そして、板材11の表面の左右両側部に
は、寸法目盛り14,14がそれぞれ形成されている。
この左右の寸法目盛り14,14は、図示例では右側の
ものが、上端側の横方向スライド穴12の下面を目盛り
数字「0」〔cm〕として、下方に目盛り数字「1」,
「2」,「3」,「4」,「5」,「6」,「7」〔c
m〕の順で目盛り数字「8」〔cm〕までの〔mm〕単
位の目盛りとなっており、逆に、図示例では左側のもの
が、横方向スライド穴12の下面を目盛り数字「8」
〔cm〕として、下方に目盛り数字「7」,「6」,
「5」,「4」,「3」,「2」,「1」〔cm〕の順
で目盛り数字「0」〔cm〕となる〔mm〕単位の目盛
りとなっている。このような目盛りは表裏両面に設けて
もよい。
Further, dimensional scales 14, 14 are formed on both left and right sides of the surface of the plate member 11, respectively.
In the illustrated example, the right and left dimensional scales 14 and 14 have a scale number "0" [cm] on the lower surface of the lateral slide hole 12 on the upper end side, and a scale number "1" on the lower side.
"2", "3", "4", "5", "6", "7" [c
In the order of [m], the scale is in units of [mm] up to the scale number "8" [cm]. Conversely, in the illustrated example, the scale on the left side is the scale number "8" on the lower surface of the lateral slide hole 12.
As [cm], the scale numbers “7”, “6”,
The scale is in units of [mm], which is the scale number “0” [cm] in the order of “5”, “4”, “3”, “2”, “1” [cm]. Such scales may be provided on both front and back surfaces.

【0016】さらに、板材11の表面側の左右幅中央部
には、板材11内部の縦方向スライド穴13に貫通する
縦長のスリット15が、縦方向スライド穴13のほぼ全
長に沿って形成されている。
Further, a longitudinal slit 15 penetrating the vertical slide hole 13 inside the plate material 11 is formed in the central portion on the right and left sides of the surface of the plate material 11 along substantially the entire length of the vertical slide hole 13. There is.

【0017】第2のゲージ部材20は、図1に示すよう
に、図示例では若干横長でほぼ長方形の板材21からな
るものである。この板材21は、前記第1のゲージ部材
10の前記横方向スライド穴12に摺動自在に組み込ま
れるもので、図示右側に直角面による先端部22を形成
して、図示左側に上下方向に幅を大きくしたストッパー
部23を形成している。
As shown in FIG. 1, the second gauge member 20 is composed of a plate member 21 which is slightly laterally long and substantially rectangular in the illustrated example. The plate member 21 is slidably incorporated in the lateral slide hole 12 of the first gauge member 10, and has a tip 22 formed by a right-angled surface on the right side of the drawing, and has a vertical width on the left side of the drawing. Forming a stopper portion 23 having a large size.

【0018】そして、板材21の表面の上下両側部に
は、寸法目盛り24,24がそれぞれ形成されている。
この上下の寸法目盛り24,24は、図示例では下側の
ものが、先端部22の直角面を目盛り数字「0」〔c
m〕として、左方に目盛り数字「1」,「2」,「1」
〔cm〕の順でストッパー部23の端面位置が再び目盛
り数字「0」〔cm〕となる〔mm〕単位の目盛りとな
っており、逆に、図示例では上側のものが、先端部22
の直角面を目盛り数字「2」〔cm〕として、左方に目
盛り数字「1」,「0」,「1」〔cm〕の順でストッ
パー部23の端面位置が再び目盛り数字「2」〔cm〕
となる〔mm〕単位の目盛りとなっている。このような
目盛りは表裏両面に設けてもよい。
Further, dimensional scales 24, 24 are formed on both upper and lower sides of the surface of the plate member 21, respectively.
In the illustrated example, the upper and lower dimension scales 24, 24 are on the lower side, but the right-angled surface of the tip portion 22 has a scale number "0" [c.
m], the scale numbers “1”, “2”, “1” on the left side
In the order of [cm], the end face position of the stopper portion 23 is a scale in units of [mm] such that the scale number becomes “0” [cm] again.
The right-angled surface of the stopper is the scale number "2" [cm], and the end face position of the stopper portion 23 is again scale number "2" [in the order of scale numbers "1", "0", "1" [cm] to the left. cm]
The scale is in [mm] units. Such scales may be provided on both front and back surfaces.

【0019】また、板材21の表面側の上下幅中央部に
は、横長のスリット25が形成されている。
A horizontally long slit 25 is formed in the central portion of the plate material 21 on the front side in the vertical direction.

【0020】この板材21を、図1と図2および図3
(a)に示すように、前記板材11の図示上端部側の前
記横方向スライド穴12に摺動自在に組み込んでいる。
こうして、長さ方向を縦方向(上下方向)とする第1の
ゲージ部材10に対して、第2のゲージ部材20を直角
方向(左右方向)へ移動可能に組み付けている。
This plate 21 is shown in FIG. 1, FIG. 2 and FIG.
As shown in (a), the plate material 11 is slidably incorporated in the lateral slide hole 12 on the upper end side in the drawing.
In this way, the second gauge member 20 is assembled so as to be movable in the right-angled direction (left-right direction) with respect to the first gauge member 10 whose longitudinal direction is the vertical direction (up-down direction).

【0021】そして、第1のゲージ部材10には、第2
のゲージ部材20のスリット25を貫通する固定ネジ2
6を取り付けている。なお、図3(a)においては、ス
トッパー部23を包む被覆部材27が設けられている。
The first gauge member 10 has a second
Fixing screw 2 penetrating the slit 25 of the gauge member 20 of
6 is attached. In addition, in FIG. 3A, a covering member 27 that encloses the stopper portion 23 is provided.

【0022】第3のゲージ部材30も、前記第2のゲー
ジ部材20と同様、図1に示すように、図示例では若干
横長でほぼ長方形の板材31からなるもので、その図示
右側に直角面による先端部32を有して、図示左側に上
下方向に幅を大きくしたストッパー部33を有してい
る。
Like the second gauge member 20, the third gauge member 30 is also composed of a plate member 31 which is slightly laterally long and is substantially rectangular in the example shown in FIG. And a stopper portion 33 whose width is increased in the vertical direction on the left side in the drawing.

【0023】そして、板材31の表面の上下両側部に、
前記第2のゲージ部材20と同様、寸法目盛り34,3
4をそれぞれ有している。即ち、この上下の寸法目盛り
34,34も、図示例では下側のものが、先端部32の
直角面を目盛り数字「0」〔cm〕として、左方に目盛
り数字「1」,「2」,「1」〔cm〕の順でストッパ
ー部33の端面位置が再び目盛り数字「0」〔cm〕と
なる〔mm〕単位の目盛りとなっており、逆に、図示例
では上側のものが、先端部32の直角面を目盛り数字
「2」〔cm〕として、左方に目盛り数字「1」,
「0」,「1」〔cm〕の順でストッパー部33の端面
位置が再び目盛り数字「2」〔cm〕となる〔mm〕単
位の目盛りとなっている。このような目盛りは表裏両面
に設けてもよい。
Then, on both upper and lower parts of the surface of the plate member 31,
Similar to the second gauge member 20, dimensional scales 34, 3
4 respectively. That is, the upper and lower dimensional scales 34, 34 are also lower in the illustrated example, but the right-angled surface of the tip portion 32 has the scale number "0" [cm] and the scale numbers "1", "2" on the left side. , The end face position of the stopper portion 33 is again in the order of "1" [cm], and the scale is "0" [cm], and the scale is in units of [mm]. The right-angled surface of the tip portion 32 has a scale number "2" [cm], and a scale number "1" on the left side,
The end face position of the stopper portion 33 is again in the order of "0" and "1" [cm], and the scale is again in the unit of [mm], which is the scale number "2" [cm]. Such scales may be provided on both front and back surfaces.

【0024】また、板材31の表面側の上下幅中央部
に、前記第2のゲージ部材20と同様、横長のスリット
35が形成されている。この板材31は、後述するスラ
イド部材40に組み込まれる。
Further, a laterally long slit 35 is formed in the central portion of the upper and lower widths on the front surface side of the plate member 31, like the second gauge member 20. The plate member 31 is incorporated in a slide member 40 described later.

【0025】スライド部材40は、図1と図2および図
3(b)に示すように、図示例では若干縦長でほぼ長方
形の板材41からなるものである。この板材41は、前
記第1のゲージ部材10の前記縦方向スライド穴13に
摺動自在に組み込まれるもので、長さ方向に対し直角方
向(板材41の左右方向)に貫通する横方向スライド穴
42を形成してなる。
As shown in FIGS. 1, 2 and 3 (b), the slide member 40 is a plate member 41 which is slightly vertically long and is substantially rectangular in the illustrated example. The plate member 41 is slidably incorporated in the vertical slide hole 13 of the first gauge member 10, and is a lateral slide hole that penetrates in the direction perpendicular to the length direction (the horizontal direction of the plate member 41). 42 is formed.

【0026】このスライド部材40の横方向スライド穴
42に、前記第3のゲージ部材30の前記板材31を摺
動自在に組み込んで、スライド部材40の板材41を前
記第1のゲージ部材10の前記縦方向スライド穴13に
摺動自在に組み込んでいる。こうして、長さ方向を縦方
向(上下方向)とする第1のゲージ部材10に対して、
その長さ方向に沿ってスライド部材40を移動可能に組
み付けるとともに、このスライド部材40に対して、第
3のゲージ部材30を直角方向(左右方向)へ移動可能
に組み付けている。
The plate member 31 of the third gauge member 30 is slidably installed in the lateral slide hole 42 of the slide member 40, and the plate member 41 of the slide member 40 is connected to the first gauge member 10 described above. It is slidably incorporated in the vertical slide hole 13. Thus, with respect to the first gauge member 10 whose longitudinal direction is the vertical direction (vertical direction),
The slide member 40 is movably assembled along the lengthwise direction, and the third gauge member 30 is movably assembled to the slide member 40 in the right-angled direction (left-right direction).

【0027】そして、第1のゲージ部材10には、第3
のゲージ部材30のスリット35を貫通して、さらに、
スライド部材40を貫通する固定ネジ36を取り付けて
いる。さらに、スライド部材40には、第1のゲージ部
材10のスリット15を貫通する上下の固定ネジ46,
46を取り付けている。なお、図3(b)においては、
ストッパー部33を包む被覆部材37が設けられてい
る。
The first gauge member 10 has a third
Through the slit 35 of the gauge member 30 of
A fixing screw 36 penetrating the slide member 40 is attached. Further, the slide member 40 has upper and lower fixing screws 46, which penetrate the slit 15 of the first gauge member 10,
46 is attached. In addition, in FIG.
A covering member 37 that encloses the stopper portion 33 is provided.

【0028】以上のようにして構成した本実施例の鉄筋
圧接部検査用器具の使い方を以下に説明する。
How to use the reinforcing bar pressure welding portion inspection instrument of the present embodiment constructed as described above will be described below.

【0029】先ず、検査対象としては、例えば、図4に
示したような鉄筋圧接部であり、図中、1は圧接部、
2,3は上下の鉄筋である。さらに、図中、aは圧接部
1の上方側の鉄筋2からの膨らみ量、bは圧接部1の膨
らみの長さ(上下幅)、cは圧接部1の下方側の鉄筋3
からの膨らみ量、dは鉄筋2,3の直径、eは鉄筋2,
3の中心の偏心量、Aは圧接部1の膨らみの直径をそれ
ぞれ示すものである。
First, the inspection target is, for example, the pressure contact portion of the reinforcing bar as shown in FIG. 4, in which 1 is the pressure contact portion,
2 and 3 are upper and lower reinforcing bars. Further, in the figure, a is the amount of bulge from the reinforcing bar 2 on the upper side of the pressure contact portion 1, b is the length of the bulge of the pressure contact portion 1 (vertical width), and c is the reinforcing bar 3 on the lower side of the pressure contact portion 1.
Bulge amount, d is the diameter of the rebars 2, 3 and e is the rebar 2,
The eccentric amount of the center of 3 and A indicate the diameter of the bulge of the press contact portion 1, respectively.

【0030】ここで、本実施例の鉄筋圧接部検査用器具
について、第1のゲージ部材10の板材11の左右幅が
2cm(20mm)となっている。従って、圧接部1の
上方側の鉄筋2からの膨らみ量aについては、第2のゲ
ージ部材20の寸法目盛り24により、0〜20mmの
測定が可能で、圧接部1の下方側の鉄筋3からの膨らみ
量cについても、第3のゲージ部材30の寸法目盛り3
4により、0〜20mmの測定が可能である。また、圧
接部1の長さ(上下幅)bについては、第1のゲージ部
材10の寸法目盛り14により、0〜80mmの測定が
可能である。
Here, in the reinforcing bar pressure welding portion inspection device of this embodiment, the lateral width of the plate member 11 of the first gauge member 10 is 2 cm (20 mm). Therefore, the bulge amount a from the reinforcing bar 2 on the upper side of the pressure contact portion 1 can be measured from 0 to 20 mm by the dimension scale 24 of the second gauge member 20, and from the reinforcing bar 3 on the lower side of the pressure contact portion 1. Also regarding the bulge amount c of the third gauge member 30,
4, it is possible to measure 0 to 20 mm. Further, the length (vertical width) b of the press contact portion 1 can be measured from 0 to 80 mm by the dimension scale 14 of the first gauge member 10.

【0031】即ち、第1のゲージ部材10の板材11の
左右幅が2cm(20mm)であることから、この第1
のゲージ部材10の横方向スライド穴12に沿って第2
のゲージ部材20を移動調整して、その寸法目盛り24
により、0〜20mmの範囲で測定できる。そして、第
1のゲージ部材10の縦方向スライド穴13に組み込ん
だスライド部材40の横方向スライド穴42に沿って第
3のゲージ部材30を移動調整して、その寸法目盛り3
4により、0〜20mmの範囲で測定できる。さらに、
この第3のゲージ部材30を横方向スライド穴42に組
み込んだスライド部材40を第1のゲージ部材10の縦
方向スライド穴13に沿って移動調整して、第1のゲー
ジ部材10の寸法目盛り14により、0〜80mmの範
囲で測定できる。なお、本実施例の鉄筋圧接部検査用器
具は、19〜50mmの範囲での鉄筋の直径の変化に対
応できるものである。
That is, since the lateral width of the plate member 11 of the first gauge member 10 is 2 cm (20 mm),
2 along the lateral slide hole 12 of the gauge member 10
Move and adjust the gauge member 20 of the
Therefore, it can be measured in the range of 0 to 20 mm. Then, the third gauge member 30 is moved and adjusted along the horizontal slide hole 42 of the slide member 40 incorporated in the vertical slide hole 13 of the first gauge member 10, and the dimension scale 3 thereof is adjusted.
4, the measurement can be performed in the range of 0 to 20 mm. further,
The slide member 40 in which the third gauge member 30 is incorporated in the lateral slide hole 42 is moved and adjusted along the vertical slide hole 13 of the first gauge member 10, and the dimensional scale 14 of the first gauge member 10 is adjusted. Therefore, it can be measured in the range of 0 to 80 mm. In addition, the rebar pressure contact portion inspection instrument of the present embodiment can cope with a change in the diameter of the rebar within a range of 19 to 50 mm.

【0032】以上の鉄筋圧接部検査用器具による検査と
しては、例えば、ガス圧接工事標準仕様書に基づいて、
その規定の数値をもって予め、第1のゲージ部材10に
第2のゲージ部材20および第3のゲージ部材30(ス
ライド部材40も含む)をそれぞれ固定して使用する
と、基準内であるか否かが簡単に判定できる。また、鉄
筋および圧接部に当てて、第1のゲージ部材10に第2
のゲージ部材20および第3のゲージ部材30(スライ
ド部材40も含む)をそれぞれ固定して、その各寸法目
盛り14,24,34をそれぞれ読み取って、実測する
こともできる。
The inspection by the above-mentioned rebar pressure welding part inspection device is based on, for example, a standard specification of gas pressure welding work,
If the second gauge member 20 and the third gauge member 30 (including the slide member 40) are fixed to the first gauge member 10 in advance with the specified numerical values and used, whether or not it is within the standard. Easy to judge. In addition, the second gauge is applied to the first gauge member 10 by applying it to the reinforcing bar and the pressure contact portion.
It is also possible to fix the gauge member 20 and the third gauge member 30 (including the slide member 40) and read the respective dimensional scales 14, 24, 34 to measure them.

【0033】要するに、この鉄筋圧接部検査用器具を使
用する場合は、図1に示したように、第2のゲージ部材
20の先端部22を上方側の鉄筋2に当てるとともに、
第3のゲージ部材30の先端部32を下方側の鉄筋3に
当てる。そして、例えば、使用書に基づいた基準値をも
って予め、固定ネジ26,36,46,46により第2
のゲージ部材20および第3のゲージ部材30(スライ
ド部材40も含む)を第1のゲージ部材10にそれぞれ
固定しておくことで、圧接部1(図4参照)が基準内で
あるか否かを簡単に判定できるのである。
In summary, when using this rebar pressure contact portion inspection instrument, as shown in FIG. 1, the tip 22 of the second gauge member 20 is applied to the rebar 2 on the upper side, and
The tip portion 32 of the third gauge member 30 is applied to the lower reinforcing bar 3. Then, for example, with the reference value based on the instruction sheet, the second fixing screw 26, 36, 46, 46 is used in advance.
By fixing the gauge member 20 and the third gauge member 30 (including the slide member 40) to the first gauge member 10 respectively, whether the pressure contact portion 1 (see FIG. 4) is within the reference or not. Can be easily determined.

【0034】なお、ガス圧接工事標準仕様書の一例につ
いて記せば、圧接部1の膨らみの直径Aは、鉄筋2,3
の直径dの1.4倍以上であり、圧接部1の膨らみの長
さ(上下幅)bは、鉄筋2,3の直径dの1.2倍以上
であり、鉄筋2,3の中心の偏心量eは、鉄筋2,3の
直径dの1/5以下である。即ち、式で表せば、A≧
1.4d、b≧1.2d、e≦0.2dとなる。そし
て、a−c=eである。
If one example of the standard specifications for gas pressure welding work is described, the diameter A of the bulge of the pressure welding portion 1 is as follows.
Is 1.4 times or more the diameter d, and the bulge length (vertical width) b of the press contact portion 1 is 1.2 times or more the diameter d of the reinforcing bars 2 and 3, and The eccentricity e is 1/5 or less of the diameter d of the reinforcing bars 2 and 3. That is, if expressed by the formula, A ≧
1.4d, b ≧ 1.2d, and e ≦ 0.2d. Then, a−c = e.

【0035】また、例えば、第1のゲージ部材10の側
面部を圧接部1(図4参照)に当て、第2のゲージ部材
20の先端部22を圧接部1の上に重ねて、第3のゲー
ジ部材30の先端部32を圧接部1の下に重ねた状態
で、固定ネジ26,36,46,46により第2のゲー
ジ部材20および第3のゲージ部材30(スライド部材
40も含む)を第1のゲージ部材10にそれぞれ固定す
ることで、その各寸法目盛り14,24,34をそれぞ
れ読み取って、圧接部1の上方側の鉄筋2からの膨らみ
量a、圧接部1の下方側の鉄筋3からの膨らみ量c、圧
接部1の膨らみの長さ(上下幅)bをそれぞれ実測でき
るのである。
Further, for example, the side surface portion of the first gauge member 10 is applied to the pressure contact portion 1 (see FIG. 4), the tip portion 22 of the second gauge member 20 is overlapped on the pressure contact portion 1, and the third The second gauge member 20 and the third gauge member 30 (including the slide member 40) are fixed by the fixing screws 26, 36, 46, 46 in a state in which the tip portion 32 of the gauge member 30 of FIG. By fixing each to the first gauge member 10, the respective dimensional scales 14, 24, 34 are read, and the swelling amount a from the reinforcing bar 2 on the upper side of the pressure contact portion 1 and the lower side of the pressure contact portion 1 are read. The swelling amount c from the reinforcing bar 3 and the swelling length (vertical width) b of the pressure contact portion 1 can be measured.

【0036】以上の通り、本実施例の鉄筋圧接部検査用
器具を使用することで、現場で圧接部の検査が簡易、且
つ正確に行えるようになり、即ち、圧接した鉄筋2,3
の偏心量eの測定と、圧接部1の膨らみ(直径A、長さ
b)の測定が簡易に行えるようになる。こうして、偏心
量eのチェック、膨らみのチェックにより圧接部1を正
確に検査して、検査時間を短縮でき、また、正確なデー
タが収集できるようになる。
As described above, by using the rebar pressure welding portion inspection device of this embodiment, the pressure welding portion can be easily and accurately inspected on site, that is, the pressure welding rebars 2, 3
The eccentricity amount e and the bulge (diameter A, length b) of the pressure contact portion 1 can be easily measured. Thus, the pressure contact portion 1 can be accurately inspected by checking the eccentricity e and the bulge, and the inspection time can be shortened and accurate data can be collected.

【0037】なお、以上の実施例においては、板材によ
る各ゲージ部材としたが、本発明はこれに限定されるも
のではなく、例えば、丸材や角材等によるゲージ部材で
あってもよい。また、ゲージ部材の材質や形状等も任意
であり、第2のゲージ部材と第3のゲージ部材の上下位
置関係は実施例と逆であってもよく、その他、具体的な
細部構造等についても適宜に変更可能であることは勿論
である。
In each of the above embodiments, each gauge member made of a plate material is used, but the present invention is not limited to this. For example, a gauge member made of a round material or a square material may be used. Further, the material and shape of the gauge member are arbitrary, and the vertical positional relationship between the second gauge member and the third gauge member may be the reverse of that of the embodiment, and other specific detailed structures and the like. Of course, it can be changed appropriately.

【0038】[0038]

【発明の効果】以上のように、本発明に係る鉄筋圧接部
検査用器具によれば、現場において、第1のゲージ部材
の側面部を圧接部に当接させ、第2のゲージ部材の端部
を、圧接部を挟んで一方側の鉄筋の周囲に当接させると
ともに、第3のゲージ部材の端部を、圧接部を挟んで他
方側の鉄筋の周囲に当接させて、これら第1のゲージ部
材、第2のゲージ部材および第3のゲージ部材の寸法目
盛りをそれぞれ読み取ることで、圧接部の検査を簡易、
且つ正確に行うことができる。
As described above, according to the reinforcing bar pressure welding portion inspection device of the present invention, the side surface portion of the first gauge member is brought into contact with the pressure welding portion at the site, and the end of the second gauge member is contacted. The portion is brought into contact with the periphery of the reinforcing bar on one side with the press contact portion interposed therebetween, and the end portion of the third gauge member is brought into contact with the periphery of the reinforcing bar on the other side with the press contact portion interposed therebetween. By simply reading the dimensional scales of the second gauge member, the second gauge member, and the third gauge member, the inspection of the pressure contact portion can be simplified.
And it can be done accurately.

【0039】即ち、圧接した鉄筋の偏心量の測定と、圧
接部の膨らみ(直径、長さ)の測定が簡易に行えるの
で、偏心量チェック、圧接部膨らみチェックにより圧接
部を正確に検査できる。従って、検査時間を短縮するこ
とができ、しかも、正確なデータを収集することができ
る。
That is, since it is possible to easily measure the amount of eccentricity of the pressure-reinforced rebar and the bulge (diameter, length) of the pressure-contact portion, the pressure-contact portion can be accurately inspected by checking the eccentricity amount and the pressure-contact portion bulge. Therefore, the inspection time can be shortened and accurate data can be collected.

【0040】なお、請求項2記載のように、スライド部
材を設けることで、第3のゲージ部材を、第1のゲージ
部材の長さ方向に沿って移動させることができる。
By providing the slide member as described in claim 2, the third gauge member can be moved along the length direction of the first gauge member.

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

【図1】本発明に係る鉄筋圧接部検査用器具の一例を示
す正面図である。
FIG. 1 is a front view showing an example of a reinforcing bar pressure contact inspection device according to the present invention.

【図2】図1の鉄筋圧接部検査用器具の側面図である。FIG. 2 is a side view of the reinforcing bar pressure contact inspection device of FIG.

【図3】図1の鉄筋圧接部検査用器具の上下の端面を示
すもので、(a)は上方から見た平面図、(b)は下方
から見た底面図である。
3A and 3B show upper and lower end surfaces of the reinforcing bar pressure welding portion inspection device in FIG. 1, in which FIG. 3A is a plan view seen from above, and FIG. 3B is a bottom view seen from below.

【図4】本発明を適用する鉄筋圧接部の諸元を示す概略
正面図である。
FIG. 4 is a schematic front view showing the specifications of a reinforcing bar pressure contact portion to which the present invention is applied.

【符号の説明】[Explanation of symbols]

1 圧接部 2,3 鉄筋 10 第1のゲージ部材 11 板材 12,13 スライド穴 14 寸法目盛り 15 スリット 20 第2のゲージ部材 21 板材 22 端部 23 ストッパー部 24 寸法目盛り 25 スリット 26 固定ネジ 30 第3のゲージ部材 31 板材 32 端部 33 ストッパー部 34 寸法目盛り 35 スリット 36 固定ネジ 40 スライド部材 41 板材 42 スライド穴 46 固定ネジ DESCRIPTION OF SYMBOLS 1 Pressure contact part 2,3 Reinforcing bar 10 1st gauge member 11 Plate material 12,13 Slide hole 14 Dimension scale 15 Slit 20 2nd gauge member 21 Plate material 22 End part 23 Stopper part 24 Dimension scale 25 Slit 26 Fixing screw 30 3rd Gauge member 31 Plate material 32 End part 33 Stopper part 34 Dimension scale 35 Slit 36 Fixing screw 40 Sliding member 41 Plate material 42 Sliding hole 46 Fixing screw

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 鉄筋の圧接部を検査する鉄筋圧接部検査
用器具であって、 長さ方向に沿って寸法目盛りを有し、その長さ方向に沿
った側面部が前記鉄筋の前記圧接部に当接可能な第1の
ゲージ部材と、 この第1のゲージ部材に対しほぼ直角方向に沿って移動
可能に一端部側に組み付けられ、前記第1のゲージ部材
に対しほぼ直角方向の長さ方向に沿って寸法目盛りを有
し、前記圧接部を挟んで一方側の前記鉄筋の周囲に長さ
方向の端部が当接可能な第2のゲージ部材と、 前記第1のゲージ部材に対しその長さ方向に沿って移動
可能で、且つほぼ直角方向に沿って移動可能に組み付け
られ、前記第1のゲージ部材に対しほぼ直角方向の長さ
方向に沿って寸法目盛りを有し、前記圧接部を挟んで他
方側の前記鉄筋の周囲に長さ方向の端部が当接可能な第
3のゲージ部材と、からなることを特徴とする鉄筋圧接
部検査用器具。
1. A rebar pressure welding part inspection instrument for inspecting a pressure welding part of a reinforcing bar, comprising dimensional scales along a length direction, and a side surface portion along the length direction of the pressure welding part of the rebar. A first gauge member that is capable of abutting against the first gauge member, and a first gauge member that is attached to one end side of the first gauge member such that the first gauge member is movable in a direction substantially perpendicular to the first gauge member, and a length that is substantially perpendicular to the first gauge member. A second gauge member having a dimensional scale along the direction, and an end portion in the length direction of the first gauge member, which is in contact with the periphery of the reinforcing bar on one side with the pressure contact portion interposed therebetween; It is mounted so as to be movable along its lengthwise direction and also movable along its substantially right-angled direction, and has a dimensional scale along its lengthwise direction substantially perpendicular to the first gauge member, The end in the length direction can come into contact with the periphery of the reinforcing bar on the other side across the section. An instrument for inspecting a rebar pressure contact portion, which comprises an effective third gauge member.
【請求項2】 前記第3のゲージ部材は、前記第1のゲ
ージ部材に対しその長さ方向に沿って移動可能に組み付
けたスライド部材に対して、前記第1のゲージ部材に対
しほぼ直角方向に沿って移動可能に組み付けられている
ことを特徴とする請求項1記載の鉄筋圧接部検査用器
具。
2. The third gauge member is substantially perpendicular to the first gauge member with respect to a slide member movably assembled to the first gauge member along its length direction. The rebar pressure welding portion inspection instrument according to claim 1, wherein the instrument is attached so as to be movable along the.
JP05392894A 1994-03-24 1994-03-24 Reinforcing crimp inspection equipment Expired - Fee Related JP3480592B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP05392894A JP3480592B2 (en) 1994-03-24 1994-03-24 Reinforcing crimp inspection equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP05392894A JP3480592B2 (en) 1994-03-24 1994-03-24 Reinforcing crimp inspection equipment

Publications (2)

Publication Number Publication Date
JPH07260403A true JPH07260403A (en) 1995-10-13
JP3480592B2 JP3480592B2 (en) 2003-12-22

Family

ID=12956397

Family Applications (1)

Application Number Title Priority Date Filing Date
JP05392894A Expired - Fee Related JP3480592B2 (en) 1994-03-24 1994-03-24 Reinforcing crimp inspection equipment

Country Status (1)

Country Link
JP (1) JP3480592B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107795129A (en) * 2017-10-26 2018-03-13 郑州格瑞塔电子信息技术有限公司 A kind of construction is implanted into point aid with tie wall bar

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107795129A (en) * 2017-10-26 2018-03-13 郑州格瑞塔电子信息技术有限公司 A kind of construction is implanted into point aid with tie wall bar

Also Published As

Publication number Publication date
JP3480592B2 (en) 2003-12-22

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