JP2010230585A - Inspection method of alc reinforcing reinforcement basket assembly alignment position - Google Patents

Inspection method of alc reinforcing reinforcement basket assembly alignment position Download PDF

Info

Publication number
JP2010230585A
JP2010230585A JP2009080303A JP2009080303A JP2010230585A JP 2010230585 A JP2010230585 A JP 2010230585A JP 2009080303 A JP2009080303 A JP 2009080303A JP 2009080303 A JP2009080303 A JP 2009080303A JP 2010230585 A JP2010230585 A JP 2010230585A
Authority
JP
Japan
Prior art keywords
alc
reinforcing bar
light
cage
light source
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.)
Pending
Application number
JP2009080303A
Other languages
Japanese (ja)
Inventor
Shinsuke Nakano
真輔 中野
Tomohiro Yamazaki
智廣 山崎
Takaomi Hioki
隆臣 日置
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.)
Sumitomo Metal Mining Siporex KK
Original Assignee
Sumitomo Metal Mining Siporex KK
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 Sumitomo Metal Mining Siporex KK filed Critical Sumitomo Metal Mining Siporex KK
Priority to JP2009080303A priority Critical patent/JP2010230585A/en
Publication of JP2010230585A publication Critical patent/JP2010230585A/en
Pending legal-status Critical Current

Links

Images

Abstract

<P>PROBLEM TO BE SOLVED: To provide an inspection method for inspecting automatically whether assembled and aligned ALC reinforcing reinforcement baskets are arrayed on prescribed positions. <P>SOLUTION: Reinforcing reinforcement baskets are suspended and arranged in the aligned state through fixing pins and bridges on prescribed positions in an autoclaved lightweight concrete ALC slurry type frame, and then a beam is irradiated in parallel along a longitudinal direction of the reinforcing reinforcement baskets from a light source arranged on one end of the ALC reinforcing reinforcement baskets, and while detecting reflected light reflected by a reflection plate arranged on the other end of the ALC reinforcing reinforcement baskets by a light receiving element juxtaposed with the light source, the light source and the reflection plate are traversed in a direction orthogonal to the longitudinal direction of the reinforcing reinforcement baskets. The light source and the light receiving element may be arranged on both ends of the reinforcing reinforcement baskets. Any of visible red light, an infrared ray and a laser beam can be used as the beam. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、例えば建築物の外壁材などとして用いられるALC(軽量気泡コンクリート)パネルの内部に埋設されている、ALC補強鉄筋カゴに関し、更に詳しくは、ALC補強鉄筋カゴのピンおよびブリッジへの組み付け完了後の位置精度の検査方法に関するものである。   The present invention relates to an ALC reinforcing bar cage embedded in an ALC (lightweight cellular concrete) panel used as an outer wall material of a building, for example, and more particularly, assembling an ALC reinforcing bar cage to a pin and a bridge. The present invention relates to a method for inspecting position accuracy after completion.

一般にALCパネルは、けい石、生石灰、セメントなどを主成分とするALC原料スラリーに、発泡剤としてアルミ粉末を添加してALCスラリー型枠内に注入し、発泡・硬化させて半硬化状態となったALCブロックをALCスラリー型枠から取出して、所定の張力で緊張させたピアノ線等の切断用ワイヤで所定の大きさのパネル状に切断する。次いで、その切断された半硬化状態のALCパネルをオートクレーブ等で養生した後、適宜表面加工等を施して製品化する。   In general, ALC panels are semi-cured by adding aluminum powder as a foaming agent to an ALC raw material slurry consisting mainly of silica, quicklime, cement, etc., and pouring it into an ALC slurry mold, and then foaming and curing it. The ALC block is taken out from the ALC slurry mold and cut into a panel having a predetermined size with a cutting wire such as a piano wire that is tensioned with a predetermined tension. Next, the cut semi-cured ALC panel is cured with an autoclave or the like, and then subjected to surface treatment or the like as appropriate to produce a product.

厚形パネルと呼ばれるパネル厚さが75mm以上のALCパネルの内部には、直径4mmから8mm程度の鉄筋を複数本溶接してカゴ状に成型したALC補強鉄筋カゴが埋設される。ALC補強鉄筋カゴは、原料スラリーを注入する前のALCスラリー型枠にセットされる。
図1はALC補強鉄筋カゴをALCスラリー型枠にセットする際の、ピン21とブリッジ22の状態を示す斜視図である。ALC補強鉄筋カゴをALCスラリー型枠41にセットするには、図1に示すようにI形鋼のような鋼材からなるブリッジ22に複数の透孔23を設け、このブリッジの透孔23に鋼製の棒材からなるピン21をそれぞれ垂直に挿着して懸架したピンブリッジ24を用いる。図1ではALC補強鉄筋カゴの表示は省略してある。
An ALC reinforced reinforcing bar cage is formed in which a plurality of reinforcing bars having a diameter of 4 mm to 8 mm are welded and formed into a cage shape inside an ALC panel called a thick panel having a thickness of 75 mm or more. The ALC reinforcing steel basket is set in the ALC slurry mold before the raw material slurry is injected.
FIG. 1 is a perspective view showing a state of the pin 21 and the bridge 22 when the ALC reinforcing steel bar is set in the ALC slurry mold. In order to set the ALC reinforcing steel basket in the ALC slurry mold 41, a plurality of through holes 23 are provided in a bridge 22 made of a steel material such as I-shaped steel as shown in FIG. A pin bridge 24 is used in which pins 21 made of a bar made of steel are vertically inserted and suspended. In FIG. 1, the display of the ALC reinforcing bar cage is omitted.

ALC補強鉄筋カゴは、ALCパネルの長さ方向の補強鉄筋である主筋と、ALCパネルの幅方向の補強鉄筋である横筋を金網状に溶接した鉄筋マット2枚を、平行に配置し合体筋で溶接固定して籠状に形成したものである。籠状になったALC補強鉄筋カゴをALCスラリー形枠内の所定位置にセットし、合体筋を上記セットピンに補強鉄筋保持枠や補強鉄筋保持棒等を利用して固定する。
すなわち、ALC補強鉄筋カゴは、複数(図1では4組)のピンブリッジを介して、整然と整列された必要な本数のピン21に懸架された状態で、ALCスラリー型枠41上にセットされている(例えば、特許文献1参照。)。
The ALC reinforcing bar cage is composed of two reinforcing bar mats that are welded in a wire mesh shape to the main reinforcing bar that is the reinforcing bar in the length direction of the ALC panel and the horizontal reinforcing bar that is the reinforcing bar in the width direction of the ALC panel. It is welded and formed into a bowl shape. The ALC reinforced reinforcing bar cage in a bowl shape is set at a predetermined position in the ALC slurry form frame, and the united bar is fixed to the set pin using a reinforcing bar holding frame, a reinforcing bar holding bar or the like.
That is, the ALC reinforcing bar cage is set on the ALC slurry mold 41 while being suspended on a necessary number of pins 21 arranged in an orderly manner via a plurality (four pairs in FIG. 1) of pin bridges. (For example, refer to Patent Document 1).

整列懸架された複数枚のALC補強鉄筋カゴは、検査員によって所定の位置に整列されているかどうかの検査を受ける。整列位置がALCパネルの厚さ方向にずれていたり、鉄筋の局所的な曲がりが生じて鉄筋位置がALCパネルの厚さ方向にずれていた場合は、ALCパネルの表面に鉄筋が露出して不良となる。最悪の場合は、半硬化状態のALCブロックを切断用ワイヤで切断する際に、ワイヤと干渉して切断不能となり、大量の不良を生じる。よって、ALCパネルの厚さ方向の主筋の整列位置の検査は特に入念に行う必要が有る。
しかしながら、長さ7m、幅1.5m、深さ0.7m程度のALCスラリー型枠1基につき、長さ0.6m〜6m、幅0.6m、厚さ0.06m〜0.175mのALC補強鉄筋カゴが多数セットされる。したがってその枚数は100枚を超える事もあり、さらに長さ方向の主筋はALC補強鉄筋カゴ1枚あたり複数本となるので、検査作業は複雑となり多大な時間と人手が必要となるうえ、作業としても重労働であり、対策が望まれていた。
The plurality of aligned and suspended ALC reinforcing bar cages are inspected by an inspector as to whether or not they are aligned in a predetermined position. If the alignment position is deviated in the thickness direction of the ALC panel, or if the rebar is bent in the thickness direction of the ALC panel due to local bending of the rebar, the rebar is exposed on the surface of the ALC panel. It becomes. In the worst case, when a semi-cured ALC block is cut with a cutting wire, it interferes with the wire and cannot be cut, resulting in a large number of defects. Therefore, the inspection of the alignment position of the main bars in the thickness direction of the ALC panel needs to be performed particularly carefully.
However, for one ALC slurry mold having a length of 7 m, a width of 1.5 m, and a depth of about 0.7 m, an ALC having a length of 0.6 m to 6 m, a width of 0.6 m, and a thickness of 0.06 m to 0.175 m. A lot of reinforcing steel bars are set. Therefore, the number of sheets may exceed 100, and since the main bars in the length direction are plural per ALC reinforcing bar cage, the inspection work becomes complicated and requires a lot of time and manpower. However, it was hard work and countermeasures were desired.

特開平06−092751号公報Japanese Patent Laid-Open No. 06-092751

本発明は上記の問題点に鑑みて提案されたもので、その目的とするところは、組立整列されたALC補強鉄筋カゴが、所定の位置に整列されているかどうかを自動検査するための検査方法を提供することにある。   The present invention has been proposed in view of the above problems, and an object of the present invention is to provide an inspection method for automatically inspecting whether or not the assembled and aligned ALC reinforcing bar cage is aligned at a predetermined position. Is to provide.

本発明は上記の目的を達成するために、以下の構成のALC補強鉄筋カゴ組立整列位置の検査方法としたものである。
すなわち、本発明によるALC補強鉄筋カゴ組立整列位置の検査方法の一つは、軽量気泡コンクリートALCスラリー型枠内の所定位置に、固定用のピンとブリッジを介して補強鉄筋カゴを整列させて懸吊配置した後、前記ALC補強鉄筋カゴの一端に配置した光源から光線を補強鉄筋カゴの長さ方向に沿って平行に照射し、ALC補強鉄筋カゴの他端に配置した反射板で反射した反射光を前記光源に併設した受光素子で検知しつつ、前記光源と反射板を補強鉄筋カゴの長さ方向に直角な方向にトラバースさせるALC補強鉄筋カゴ組立整列位置の検査方法とした。
このような方法をとれば、誰でも短時間で多数のALC補強鉄筋カゴの整列位置の検査が可能となり、手直しの必要な箇所を容易に検出することができる。
In order to achieve the above object, the present invention provides an inspection method for an ALC reinforced steel basket assembly alignment position having the following configuration.
That is, one of the inspection methods of the ALC reinforced rebar basket assembly alignment position according to the present invention is to suspend the reinforced rebar basket in a predetermined position in the lightweight cellular concrete ALC slurry form by aligning the reinforcing rebar basket through a fixing pin and a bridge. After the arrangement, the reflected light reflected from the reflector disposed at the other end of the ALC reinforcing bar is irradiated with light from a light source arranged at one end of the ALC reinforcing bar in parallel along the length direction of the reinforcing bar. Is detected by a light receiving element provided alongside the light source, and an inspection method of an ALC reinforced bar cage assembly alignment position in which the light source and the reflector are traversed in a direction perpendicular to the length direction of the reinforcing bar cage.
By adopting such a method, anyone can inspect the alignment positions of a large number of ALC reinforcing steel bars in a short time, and can easily detect a portion that needs to be reworked.

もう一つの本発明のALC補強鉄筋カゴ組立整列位置の検査方法は、軽量気泡コンクリートALCスラリー型枠内の所定位置に、固定用のピンとブリッジを介して補強鉄筋カゴを整列させて懸吊配置した後、前記ALC補強鉄筋カゴの一端に配置した光源から光線を補強鉄筋カゴの長さ方向に沿って平行に照射し、ALC補強鉄筋カゴの他端に配置した受光素子で検知しつつ、前記光源と反射板を補強鉄筋カゴの長さ方向に直角な方向にトラバースさせるALC補強鉄筋カゴ組立整列位置の検査方法である。
このような方法によっても上記と同様な効果が得られる。
Another method of inspecting the ALC reinforced rebar basket assembly alignment position according to the present invention is to suspend and arrange the reinforced rebar cage in a predetermined position in the lightweight cellular concrete ALC slurry mold via a pin and a bridge for fixing. Thereafter, the light source is irradiated in parallel along the length direction of the reinforcing bar cage from a light source arranged at one end of the ALC reinforcing bar cage, and is detected by a light receiving element arranged at the other end of the ALC reinforcing bar cage. And an ALC reinforcing bar cage assembly alignment position in which the reflector is traversed in a direction perpendicular to the length direction of the reinforcing bar cage.
The effect similar to the above can be obtained by such a method.

本発明においては、上記光源と受光素子として、半導体発光素子及び半導体受光素子を利用した光学系を使用することができる。
また、上記光線として可視赤色光、赤外線、レーザー光線のうちのいずれかを使用するのが好ましい。
半導体発光素子及び半導体受光素子を使用すれば、可視赤色光、赤外線、レーザー光線のいずれにおいても所望の波長の光線が容易に得られ、コンパクトで感度が高く、耐久性に富んだ、取り扱いやすい光学装置を容易に構成することができる利点を有する。
光源と受光素子及び反射板は、互いに光軸を一致させて移動可能にしておく。
In the present invention, a semiconductor light emitting element and an optical system using the semiconductor light receiving element can be used as the light source and the light receiving element.
Moreover, it is preferable to use any one of visible red light, infrared light, and laser light as the light beam.
Using a semiconductor light-emitting element and a semiconductor light-receiving element, a light beam having a desired wavelength can be easily obtained in any of visible red light, infrared light, and laser light, and is a compact, highly sensitive, durable, and easy-to-handle optical device. Can be easily configured.
The light source, the light receiving element, and the reflecting plate are movable with their optical axes aligned with each other.

さらに本発明においては、あらかじめ記憶させた基準位置となるALC補強鉄筋カゴの組立整列用のピン位置と、光線がALC補強鉄筋カゴに当たって遮断される際に検知される補強鉄筋カゴの横筋位置との距離から、ALC補強鉄筋カゴ組立整列位置の誤差を算出し、設定した誤差範囲超えて整列されたALC補強鉄筋カゴを検知した場合には、光学系のトラバースを停止すると同時に警報を発するALC補強鉄筋カゴ組立整列位置の検査方法とすることができる。
このような検査方法とすれば、検査記録の保存も可能となり、品質管理の充実に大いに役立つものとなる。
Further, in the present invention, the pre-stored reference position of the ALC reinforcing bar cage and the pin position for assembling and aligning and the horizontal bar position of the reinforcing bar cage detected when the light beam is blocked by hitting the ALC reinforcing bar cage The error of the assembly alignment position of the ALC reinforcing bar cage is calculated from the distance, and when the ALC reinforcing bar cage aligned beyond the set error range is detected, the traverse of the optical system is stopped and an alarm is issued at the same time. It can be set as the inspection method of the basket assembly alignment position.
With such an inspection method, inspection records can be stored, which is very useful for enhancing quality control.

上記のように、ALCスラリー型枠へセットする前段階で組立てた後のALC補強鉄筋カゴを整列させて懸吊した状態において、光源から補強鉄筋カゴの長さ方向に平行に光線を照射し、ALC補強鉄筋カゴ全長に渡って光線の遮断有無を検出することで、補強鉄筋のALCパネル厚み方向の整列位置を検査することにしたので、ALCパネルの厚さ方向の整列位置が確実に検出可能となる。   As described above, in the state where the ALC reinforcing bar cage after assembly in the previous stage of setting to the ALC slurry formwork is aligned and suspended, light is irradiated from the light source in parallel to the length direction of the reinforcing bar cage, By detecting whether or not the light beam is blocked over the entire length of the ALC reinforcing bar cage, the alignment position of the reinforcing bar in the thickness direction of the ALC panel is inspected, so the alignment position of the ALC panel in the thickness direction can be reliably detected. It becomes.

しかも、光源として目視可能なレーザー光線を用いれば、設定した誤差範囲を超えて整列されたALC補強鉄筋カゴを検知した場合に、検査員は手直しの必要な箇所を容易に特定できる。
上記の効果により、誰にでも少ない時間で多数のALC補強鉄筋カゴの整列位置の検査が可能となる。また、異常の見過ごしによる不良発生も激減させることができる。
In addition, when a visible laser beam is used as the light source, the inspector can easily identify the portion that needs to be reworked when detecting the ALC reinforced reinforcing bar cage that is aligned beyond the set error range.
Due to the above effect, it becomes possible for anyone to check the alignment positions of a large number of ALC reinforcing steel bars in a short time. Moreover, the occurrence of defects due to oversight of abnormalities can be drastically reduced.

以下、本発明を図に示す実施形態に基づいて具体的に説明する。
図2は、本発明によるALC補強鉄筋カゴ組立整列位置の検査方法の、概略構成の一例を示す斜視図である。ALC補強鉄筋カゴ1は合体筋4を介してピン21に固定されている。
本実施形態のALC補強鉄筋カゴ組立整列位置の検査方法では、光学系として半導体発光素子と受光素子を一体に組み込んだ、レーザー反射型光装置を光源として使用し、この受発光素子31と反射板32を1対として光学系架台上に組み込んで構成した例を示している。
ALCスラリー型枠1基分毎に整列して組立てられた、複数組のALC補強鉄筋カゴ1に対して、ALCスラリー型枠41の長さと同等以上の間隔を保って、光学系の受発光素子31と反射板32を相対して配置する。受発光素子31と反射板32は、図2に矢印で示すように光軸Lを合わせたまま、ALCスラリー型枠41の幅方向に移動可能とする。移動手段は直動スライド部品とボールネジにより、モーター駆動にて実現することができる。
Hereinafter, the present invention will be specifically described based on embodiments shown in the drawings.
FIG. 2 is a perspective view showing an example of a schematic configuration of the inspection method of the ALC reinforcing bar basket assembly alignment position according to the present invention. The ALC reinforcing bar cage 1 is fixed to the pin 21 via the united bar 4.
In the inspection method of the ALC reinforced steel bar assembly / alignment position of the present embodiment, a laser reflection type optical device in which a semiconductor light emitting element and a light receiving element are integrated as an optical system is used as a light source. An example is shown in which 32 is incorporated as a pair on an optical system frame.
A plurality of sets of ALC reinforced rebars 1 assembled and arranged for each ALC slurry mold, and with a distance equal to or greater than the length of the ALC slurry mold 41, a light receiving and emitting element of the optical system 31 and the reflecting plate 32 are disposed to face each other. The light emitting / receiving element 31 and the reflecting plate 32 are movable in the width direction of the ALC slurry mold 41 while keeping the optical axis L aligned as shown by arrows in FIG. The moving means can be realized by a motor drive by a linear slide part and a ball screw.

光学系の受発光素子31と反射板32とは、ALCスラリー型枠41の上部と下部の2箇所に複数セットして設けることが望ましい。こうすれば、未検査箇所を減らし、検査漏れを減少させることが可能となる。ALCスラリー型枠41の上部では、ピン21はブリッジ22によって所定の間隔にセットされているので、比較的位置的誤差は少ないが、ALCスラリー型枠41の下部では鉄筋の曲がり等による誤差も加わるので、ALC補強鉄筋カゴの所定位置からのズレも大きくなるので、検査の重要性はいっそう高くなり、誤差検出による不良発生の防止効果も顕著なものとなる。ALCスラリー型枠41の下部とは、少なくともALC補強鉄筋カゴの主筋下端から主筋全長の1/8ないし1/10とするのが好ましい。   It is desirable that a plurality of the light emitting / receiving elements 31 and the reflecting plate 32 of the optical system are provided in two places, the upper part and the lower part of the ALC slurry mold 41. In this way, it is possible to reduce the number of uninspected places and reduce inspection omissions. In the upper part of the ALC slurry mold 41, the pins 21 are set at predetermined intervals by the bridge 22, so that there is relatively little positional error, but in the lower part of the ALC slurry mold 41, an error due to bending of the reinforcing bars is also added. Therefore, since the deviation from the predetermined position of the ALC reinforcing steel bar is also increased, the importance of the inspection is further increased, and the effect of preventing the occurrence of defects due to error detection becomes remarkable. The lower part of the ALC slurry mold 41 is preferably at least 1/8 to 1/10 of the entire length of the main bar from the lower end of the main bar of the ALC reinforcing steel bar.

ALCスラリー型枠1基分毎に組立てられて整列させた、複数枚のALC補強鉄筋カゴ1を挟むようにして、受発光素子31と反射板32が配置されている。この時、照射する光線は発光部から放射され、ALC補強鉄筋カゴ1の長さ方向と平行となるよう配置しておく。ALC補強鉄筋カゴ1の横筋3の間を通過した光は、反対側の反射板32で反射し、元の経路をたどって受光部に達して検知される。
受発光素子31と反射板32とは光軸Lを合一致させたまま、図2中矢印で示したALCスラリー型枠の幅方向にトラバースさせる。
ALC補強鉄筋カゴ1の横筋3に光線が当たって遮断される。この遮断位置をコンピューターに取り込み、正規の位置と比較することにより、位置ずれの発生箇所とずれの大きさが検出可能となる。全ての光が受光部で検知され所定の間隔と比較すれば、ALC補強鉄筋カゴの配筋位置に大きな誤差は無いことになる。ALC補強鉄筋カゴ1の位置が設定位置よりも大きくずれている場合は、警報を発するようにしておく。
The light emitting / receiving element 31 and the reflecting plate 32 are arranged so as to sandwich a plurality of ALC reinforcing steel bars 1 assembled and aligned for each ALC slurry mold. At this time, the light beam to be irradiated is emitted from the light emitting portion and arranged so as to be parallel to the length direction of the ALC reinforcing bar cage 1. The light that has passed between the horizontal bars 3 of the ALC reinforcing bar 1 is reflected by the opposite reflector 32 and reaches the light receiving section along the original path and is detected.
The light emitting / receiving element 31 and the reflecting plate 32 are traversed in the width direction of the ALC slurry mold indicated by the arrow in FIG. 2 while keeping the optical axis L coincident.
The light strikes the horizontal bar 3 of the ALC reinforcing bar 1 and is blocked. By taking this blocking position into a computer and comparing it with a normal position, it is possible to detect the position of the position shift and the magnitude of the shift. If all the light is detected by the light receiving unit and compared with a predetermined interval, there is no large error in the bar arrangement position of the ALC reinforcing bar cage. When the position of the ALC reinforcing steel bar 1 is greatly deviated from the set position, an alarm is issued.

ALC補強鉄筋カゴ1の位置があらかじめ設定しておいた誤差範囲を超えた場合に、受発光素子31と反射板32の移動を停止させるようにしておけば、該当箇所の鉄筋に目視可能な光線が照射されているため、検査員は容易に場所の特定が実施可能となる。また、鉄筋位置の手直しにおいて、光線が当たらないように鉄筋位置を調整すれば、調整作業は簡単に行うことができる。   If the movement of the light emitting / receiving element 31 and the reflecting plate 32 is stopped when the position of the ALC reinforcing bar cage 1 exceeds a preset error range, the light beam that can be visually observed on the reinforcing bar at the corresponding location. As a result, the inspector can easily identify the location. Further, when the rebar position is adjusted so that the light beam does not hit the rebar position, the adjustment work can be easily performed.

ここで使用する光学装置は、例えば半導体発光素子と半導体受光素子を一体に組込んだ
光学素子が利用できる。光源としては、例えば可視赤色光、赤外線、レーザー光線などの直進性に優れたものを利用するのが好ましい。具体的には発光ダイオード(LED)や、レーザーダイオード(LD)を利用することができる。
また、反射板としては反射率の高いクロムやアルミニウム等の金属板を使用することができる。
受発光素子31と反射板32は、光学系架台33上で互いに光軸を一致させて、シンクロナイズさせながら平行にトラバースさせることが重要である。
As the optical device used here, for example, an optical element in which a semiconductor light emitting element and a semiconductor light receiving element are integrated can be used. As the light source, it is preferable to use a light source that is excellent in straightness such as visible red light, infrared light, and laser light. Specifically, a light emitting diode (LED) or a laser diode (LD) can be used.
Further, a metal plate such as chromium or aluminum having a high reflectance can be used as the reflecting plate.
It is important that the light emitting / receiving element 31 and the reflecting plate 32 are traversed in parallel while being synchronized with the optical axes aligned on the optical system base 33.

ブリッジ22の位置はいつも大体同じである。よって、ブリッジ22に挿着されるピン21の位置も同じであり、検査位置の基準となりうる。光源のトラバース開始位置を原点として、トラバース距離をエンコーダーなどでリアルタイムで検出可能としておけば、横筋3で光線が遮断された箇所までの距離の特定が出来る。特定された距離と正規の距離をコンピューターを用いて比較すれば、正規位置からどの程度ズレているかの特定が可能となる。例えば正規位置からのズレ量が7mm程度を超えた場合には、異常表示を出力するようにしておく。   The position of the bridge 22 is always about the same. Therefore, the position of the pin 21 inserted into the bridge 22 is also the same, and can be a reference for the inspection position. If the traverse start position of the light source is used as the origin and the traverse distance can be detected in real time by an encoder or the like, the distance to the location where the light beam is blocked by the horizontal stripe 3 can be specified. If the identified distance is compared with the regular distance using a computer, it is possible to identify how much the distance is deviated from the regular position. For example, when the amount of deviation from the normal position exceeds about 7 mm, an abnormality display is output.

上記例では発光素子と受光素子を一体に組み込んだ受発光素子と反射板を利用した例を示したが、反射板に代わりに受光素子を配置しても良い。この場合、発光素子と受光素子をALC補強カゴを挟んで対向させて配置し、互いに同期させてトラバースさせる方式とすることもできる。発光素子と受光素子を互いに対向させて配置すれば、光軸の設定が容易になる等の利点が期待できる。   In the above example, an example in which a light emitting / receiving element and a reflecting plate in which a light emitting element and a light receiving element are integrated is shown, but a light receiving element may be disposed instead of the reflecting plate. In this case, the light-emitting element and the light-receiving element may be arranged so as to face each other with the ALC reinforcing basket interposed therebetween, and may be traversed in synchronization with each other. If the light emitting element and the light receiving element are arranged to face each other, advantages such as easy setting of the optical axis can be expected.

図3は、本発明によるALC補強鉄筋カゴ組立整列位置の検査方法における断面の一例を示し、光線の移動方向を説明図した図である。
図3において2点鎖線で示したパネルPは、ALCスラリー型枠にALCスラリーを流し込んで硬化させ、ワイヤカッターでパネル状に切断してALCパネルPとなったときの想定図である。ここでALCパネルPの厚さをW、ALC補強鉄筋カゴ1の厚さをwとしたときに、ALCパネルPの表面とALC補強鉄筋カゴ1の表面との距離は(W−w)×1/2となり、これをかぶり厚さdとする。ALC補強鉄筋カゴ1の位置が、図で見て左右いずれかに大きくずれていれば、鉄筋のかぶり厚さdが小さくなり、欠陥が発生したりワイヤカッターでの切断が不可能となる。
当然のことながらALC補強鉄筋カゴ1の位置の適正位置とのズレは小さいほど好ましく、例えば±7mm以内に収まれば十分である。ALC補強鉄筋カゴ1の位置ズレ以外でも、例えば主筋2の曲がりなどでかぶり厚さが小さくなることがある。この場合でも曲がった主筋2とともに横筋3も移動するので検出することが可能となる。
FIG. 3 is a diagram illustrating an example of a cross section in the method for inspecting an ALC reinforcing bar basket assembly alignment position according to the present invention, and is a diagram illustrating a moving direction of a light beam.
A panel P indicated by a two-dot chain line in FIG. 3 is an assumption diagram when the ALC slurry is poured into an ALC slurry mold and cured, and cut into a panel shape with a wire cutter to become an ALC panel P. Here, when the thickness of the ALC panel P is W and the thickness of the ALC reinforcing bar cage 1 is w, the distance between the surface of the ALC panel P and the surface of the ALC reinforcing bar cage 1 is (W−w) × 1. / 2, which is the cover thickness d. If the position of the ALC reinforcing bar cage 1 is greatly deviated to the left or right as seen in the figure, the cover thickness d of the reinforcing bar becomes small, and a defect occurs or cutting with a wire cutter becomes impossible.
As a matter of course, the deviation of the position of the ALC reinforcing bar 1 from the appropriate position is preferably as small as possible, and for example, it is sufficient to be within ± 7 mm. In addition to misalignment of the ALC reinforcing bar cage 1, the cover thickness may be reduced due to, for example, bending of the main reinforcement 2. Even in this case, the lateral muscle 3 moves together with the bent main muscle 2 so that it can be detected.

図3では紙面手前側(表面側)から奥(裏面側)に向かって光線を照射する。受発光素子31と反射板32を図3に矢印で示した光源移動方向にトラバースさせつつ、光線をALC補強鉄筋カゴ1の長手方向に沿って照射する。
光源から放射された光線は、トラバースさせるにしたがってALC補強鉄筋カゴ1の横筋3やピン21を通過する際に遮断される。検出対象となる横筋3は外径4.0mm前後の鋼線である。またピン21は外径8.0mm前後の棒鋼が使用される。
ALC補強鉄筋カゴ1の横筋3とピン21の距離の許容される誤差を小さくしないと、横筋3がALCパネルPの表面から露出したり、あるいはALCパネルPの表面に亀裂が生じたりする不具合が発生する。
このようにトラバースの過程で光線が遮断された位置を適正位置と比較して異常を検出する。
異常個所の特定は、光学系を目視可能な有色光線を用いた構成にしておけば、良否判断で異常となった場合に光源のトラバースを停止させて、異常個所に光線が当たったままにすれば、作業者は異常個所の特定が簡単に行なえるので、その労力低減と万一の検査漏れ対策として大きな威力を発揮することができる。
In FIG. 3, a light beam is irradiated from the front side (front side) to the back side (back side). While the light emitting / receiving element 31 and the reflecting plate 32 are traversed in the light source moving direction indicated by the arrow in FIG. 3, the light beam is irradiated along the longitudinal direction of the ALC reinforcing bar cage 1.
The light beam emitted from the light source is blocked when passing through the horizontal bar 3 or the pin 21 of the ALC reinforcing bar cage 1 as it is traversed. The transverse bar 3 to be detected is a steel wire having an outer diameter of around 4.0 mm. The pin 21 is a steel bar having an outer diameter of about 8.0 mm.
If the allowable error in the distance between the horizontal bar 3 of the ALC reinforcing bar 1 and the pin 21 is not reduced, the horizontal bar 3 may be exposed from the surface of the ALC panel P or the ALC panel P may be cracked. appear.
In this way, an abnormality is detected by comparing the position where the light beam is blocked during the traverse process with an appropriate position.
If the optical system is configured to use colored light that can be seen visually, the traverse of the light source is stopped when the optical system becomes abnormal and the light is applied to the abnormal part. In this case, the operator can easily identify the abnormal part, and this can reduce the labor and exert great power as a measure against an inspection omission.

以上のように、本発明によるALC補強鉄筋カゴ組立整列位置の検査方法によれば、整列位置が適正か否かの検査を自動で行える。また、異常個所の特定が安易に行え、手直しも簡単である。
よって、検査作業に要する多大な時間と人手の削減が可能となり、製品不良も削減できる。
As described above, according to the inspection method for the ALC reinforced steel basket assembly alignment position according to the present invention, it is possible to automatically check whether the alignment position is appropriate. In addition, it is easy to identify an abnormal part, and reworking is easy.
Therefore, a great amount of time and manpower required for the inspection work can be reduced, and product defects can be reduced.

ALCスラリー型枠にセットされたピンブリッジを示す斜視図である。It is a perspective view which shows the pin bridge set to the ALC slurry formwork. 本発明によるALC補強鉄筋カゴ組立整列位置の検査方法の概略構成の一例を示す斜視図である。It is a perspective view which shows an example of schematic structure of the test | inspection method of the ALC reinforcement steel bar assembly alignment position by this invention. 本発明によるALC補強鉄筋カゴ組立整列位置の検査方法の、光線の移動方向の一例を示す説明図である。It is explanatory drawing which shows an example of the moving direction of a light ray of the inspection method of the ALC reinforcement reinforcing bar basket assembly alignment position by this invention.

1 ALC補強鉄筋カゴ
2 主筋
3 横筋
4 合体筋
21 ピン
22 ブリッジ
23 透孔
24 ピンブリッジ
31 受発光素子
32 反射板
33 光学系架台
41 ALCスラリー型枠
P ALCパネル
DESCRIPTION OF SYMBOLS 1 ALC reinforcement reinforcement basket 2 Main reinforcement 3 Transverse reinforcement 4 Combined reinforcement 21 Pin 22 Bridge 23 Through-hole 24 Pin bridge 31 Light emitting / receiving element 32 Reflector 33 Optical system mount 41 ALC slurry formwork P ALC panel

Claims (5)

軽量気泡コンクリートALCスラリー型枠内の所定位置に、固定用のピンとブリッジを介して補強鉄筋カゴを整列させて懸吊配置した後、前記ALC補強鉄筋カゴの一端に配置した光源から光線を補強鉄筋カゴの長さ方向に沿って平行に照射し、ALC補強鉄筋カゴの他端に配置した反射板で反射した反射光を前記光源に併設した受光素子で検知しつつ、前記光源と反射板を補強鉄筋カゴの長さ方向に直角な方向にトラバースさせることを特徴とするALC補強鉄筋カゴ組立整列位置の検査方法。   A reinforcing reinforcing bar basket is aligned and suspended at a predetermined position in a lightweight cellular concrete ALC slurry form via a pin and a bridge for fixing, and then light rays are reinforced from a light source arranged at one end of the ALC reinforcing bar cage. The light source and the reflector are reinforced while detecting the reflected light reflected by the reflector placed at the other end of the ALC reinforced reinforcing steel cage in parallel with the length direction of the cage and detected by the light receiving element provided in the light source. A method for inspecting an assembling / aligning position of an ALC-reinforced reinforcing bar cage, characterized by traversing in a direction perpendicular to the length direction of the reinforcing bar cage. 軽量気泡コンクリートALCスラリー型枠内の所定位置に、固定用のピンとブリッジを介して補強鉄筋カゴを整列させて懸吊配置した後、前記ALC補強鉄筋カゴの一端に配置した光源から光線を補強鉄筋カゴの長さ方向に沿って平行に照射し、ALC補強鉄筋カゴの他端に配置した受光素子で検知しつつ、前記光源と反射板を補強鉄筋カゴの長さ方向に直角な方向にトラバースさせることを特徴とするALC補強鉄筋カゴ組立整列位置の検査方法。   A reinforcing reinforcing bar basket is aligned and suspended at a predetermined position in a lightweight cellular concrete ALC slurry form via a pin and a bridge for fixing, and then light rays are reinforced from a light source arranged at one end of the ALC reinforcing bar cage. The light source and the reflector are traversed in a direction perpendicular to the length direction of the reinforcing bar cage while irradiating in parallel along the length direction of the car and detecting with a light receiving element disposed at the other end of the ALC reinforcing bar cage. A method for inspecting an ALC reinforced rebar cage assembly alignment position characterized by the above. 前記光源と受光素子として半導体発光素子及び半導体受光素子を使用することを特徴とする請求項1または2に記載のALC補強鉄筋カゴ組立整列位置の検査方法。   3. The method for inspecting an ALC reinforced steel basket assembly alignment position according to claim 1, wherein a semiconductor light emitting element and a semiconductor light receiving element are used as the light source and the light receiving element. 前記光線が可視赤色光、赤外線、レーザー光線のうちのいずれかであることを特徴とする請求項1から3のいずれか1項に記載のALC補強鉄筋カゴ組立整列位置の検査方法。   4. The method for inspecting an ALC reinforcing bar basket assembly alignment position according to claim 1, wherein the light beam is any one of visible red light, infrared light, and laser light. 5. あらかじめ記憶したALC補強鉄筋カゴ組立整列位置の基準位置となるピン位置と、光線がALC補強鉄筋カゴに当たって遮断される際に検知される補強鉄筋カゴの主筋位置との距離から、ALC補強鉄筋カゴ組立整列位置の誤差を算出し、設定した誤差範囲超えて整列されたALC補強鉄筋カゴを検知した場合に、光学系のトラバースを停止すると同時に警報を発することを特徴とする請求項1から3のいずれか1項に記載のALC補強鉄筋カゴ組立整列位置の検査方法。   From the distance between the pin position which is the reference position of the pre-stored ALC reinforcing bar basket assembly alignment position and the main reinforcing bar position of the reinforcing bar detected when the light beam hits the ALC reinforcing bar cage, the ALC reinforcing bar basket assembly is performed. 4. An error in alignment position is calculated, and an alarm is issued simultaneously with stopping the traverse of the optical system when detecting an ALC reinforcing bar cage that is aligned beyond the set error range. A method for inspecting an ALC reinforcing bar basket assembly alignment position according to claim 1.
JP2009080303A 2009-03-27 2009-03-27 Inspection method of alc reinforcing reinforcement basket assembly alignment position Pending JP2010230585A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2009080303A JP2010230585A (en) 2009-03-27 2009-03-27 Inspection method of alc reinforcing reinforcement basket assembly alignment position

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2009080303A JP2010230585A (en) 2009-03-27 2009-03-27 Inspection method of alc reinforcing reinforcement basket assembly alignment position

Publications (1)

Publication Number Publication Date
JP2010230585A true JP2010230585A (en) 2010-10-14

Family

ID=43046554

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2009080303A Pending JP2010230585A (en) 2009-03-27 2009-03-27 Inspection method of alc reinforcing reinforcement basket assembly alignment position

Country Status (1)

Country Link
JP (1) JP2010230585A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108098970A (en) * 2017-12-22 2018-06-01 辽宁工程技术大学 A kind of producing device and preparation method for exempting from jack non-light tight concrete plate
CN116619525A (en) * 2023-07-24 2023-08-22 江苏天元智能装备股份有限公司 Drill rod grabbing device and drill rod replacing device adopting same

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108098970A (en) * 2017-12-22 2018-06-01 辽宁工程技术大学 A kind of producing device and preparation method for exempting from jack non-light tight concrete plate
CN116619525A (en) * 2023-07-24 2023-08-22 江苏天元智能装备股份有限公司 Drill rod grabbing device and drill rod replacing device adopting same
CN116619525B (en) * 2023-07-24 2023-09-26 江苏天元智能装备股份有限公司 Drill rod grabbing device and drill rod replacing device adopting same

Similar Documents

Publication Publication Date Title
Russell et al. Measurement of transfer lengths on pretensioned concrete elements
Wu et al. Shear strength components in reinforced concrete members
US8917384B2 (en) Portable high-resolution non-contact modular sensor for surface strain measurement
Raya Standard specification for road works
JP5263178B2 (en) Nondestructive inspection method for steel rails for tracks
KR100795369B1 (en) Safety diagnosis method for bridge
JP2010230585A (en) Inspection method of alc reinforcing reinforcement basket assembly alignment position
JP2013539026A (en) Apparatus and method for detecting defects in float glass produced without breaks
Chen et al. Fatigue performance test on inclined central cracked steel plates repaired with CFRP strand sheets
KR200380954Y1 (en) Supporting stand of collimator for radiographic inspection
US20160185016A1 (en) Method for manufacturing panels having translucent elements
JP2018059899A (en) System and method for high speed detection of surface and subsurface fod and defect
Marchão et al. Efficiency of the confinement reinforcement in anchorage zones of posttensioning tendons
KR100584080B1 (en) Real-time immediacy diagnosis system and method of the bridge which uses the laser
KR102388271B1 (en) Seismic performance evaluation facility for non-structural elements of buildings
CN104198672B (en) Based on the bridge cable corrosion monitoring method that plane stress state stress is concentrated
JP2016188545A (en) Nondestructive inspection method for inside of reinforced-concrete floor slab
Yoo et al. Modeling corrosion progress of steel wires in external tendons
Piątek et al. Strain, crack, stress and shape diagnostics of new and existing post-tensioned structures through distributed fibre optic sensors
JP5146673B2 (en) ALC panel main bar cover thickness inspection method
Liu et al. Effectiveness of crack-arrest holes under distortion-induced fatigue loading
KR20050071824A (en) Thickness deviation measuring apparatus for brick panel and the measuring method
Crispino Anchorage zone design for pretensioned bulb-tee bridge girders in Virginia
Baghi Shear strengthening of reinforced concrete beams with SHCC-FRP panels
Clayton et al. Preliminary Conceptual Design of a Thick Concrete Non-destructive Evaluation Specimen