JPH0550414A - Method for arranging reinforcing bar for concrete panel - Google Patents

Method for arranging reinforcing bar for concrete panel

Info

Publication number
JPH0550414A
JPH0550414A JP23395091A JP23395091A JPH0550414A JP H0550414 A JPH0550414 A JP H0550414A JP 23395091 A JP23395091 A JP 23395091A JP 23395091 A JP23395091 A JP 23395091A JP H0550414 A JPH0550414 A JP H0550414A
Authority
JP
Japan
Prior art keywords
reinforcing bar
bar
concrete panel
panel
reinforcing
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
JP23395091A
Other languages
Japanese (ja)
Other versions
JP2502422B2 (en
Inventor
Nobufumi Yokoi
宣文 横井
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.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes Co Ltd
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 Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP23395091A priority Critical patent/JP2502422B2/en
Publication of JPH0550414A publication Critical patent/JPH0550414A/en
Application granted granted Critical
Publication of JP2502422B2 publication Critical patent/JP2502422B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To provide a method for arranging reinforcing bar for concrete panel wherein reinforcing bars can be arranged at predetermined positions in a form for molding concrete panel precisely and easily. CONSTITUTION:A reinforcing bar supporter 14 is screwed into the internal thread of a protruding strip 11 of a pattern sheet 10 disposed in a form 6 for molding a concrete panel. Next, a longitudinal main bar 4 is mounted on the supporter 14 and a reinforcing bar 2 is placed at a predetermined location in the form 6. Since the main bar 4 of the bar 2 is supported by the supporter 14, it is not deflected and hence the bar 2 is installed precisely. And the supporter 14 can be attached to the pattern sheet 10 in advance, so that the bar 2 is only required to be placed so as to mount the main bar 4 on the supporter 14, thereby facilitating the arrangement work of the bar 2.

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、コンクリートパネル内
に埋設される配筋材を成形用型枠内に設置する方法に係
り、特に型枠に一枚づつ打設して成形され、表面に凹凸
模様を有する軽量気泡コンクリートパネルの成形に利用
できる。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for installing a reinforcing material to be embedded in a concrete panel in a molding frame, and in particular, it is formed by molding one by one on the frame. It can be used to mold lightweight cellular concrete panels with uneven patterns.

【0002】[0002]

【背景技術】従来、図4に示すようなユニット住宅の外
壁等に用いられる軽量気泡コンクリートパネル1には、
パネル強度の確保等のためにコンクリートパネル用配筋
材2が埋設されている。この配筋材2は、パネル1の短
辺方向に沿ってパネル1の端部近傍に配設された2本の
角鋼からなる横方向主筋3と、この2本の横方向主筋3
間に、主筋3に直交して配設された複数の縦方向主筋4
と、これら各主筋3,4で形成される骨組みの両側面に
固着されたメッシュ筋5とで構成されている。
BACKGROUND ART Conventionally, a lightweight cellular concrete panel 1 used for an outer wall of a unit house as shown in FIG.
A reinforcing material 2 for a concrete panel is buried in order to secure the panel strength. The reinforcing bar 2 is composed of two horizontal main bars 3 made of square steel and arranged in the vicinity of the end of the panel 1 along the short side direction of the panel 1, and the two main horizontal bars 3 of the horizontal direction.
In between, a plurality of longitudinal main bars 4 arranged orthogonal to the main bars 3
And the mesh muscles 5 fixed to both side surfaces of the frame formed by the main muscles 3 and 4.

【0003】ところで、この配筋材2は、図5に示すよ
うにコンクリートパネル1の成形用型枠6内にセット治
具7により設置されていた。このセット治具7は、型枠
6上に配置される本体7Aと、本体7Aに取付けられか
つ配筋材2の横方向主筋3に設けられた埋め込みナット
8に螺合されるセット棒7Bとで構成されている。
By the way, as shown in FIG. 5, the reinforcing bar material 2 is installed in the molding frame 6 of the concrete panel 1 by the setting jig 7. The set jig 7 includes a main body 7A arranged on the mold 6 and a set rod 7B attached to the main body 7A and screwed into an embedded nut 8 provided on the lateral main bar 3 of the bar arrangement material 2. It is composed of.

【0004】このセット治具7により、配筋材2を横方
向主筋3部分で吊り下げて支持するとともに、セット棒
7Bのねじ込み量を調整するなどで配筋材2の型枠6上
面からの深さ位置、つまり配筋材2上のコンクリートの
かぶり厚を調整していた。この際、パネル1の長辺方向
に配置された縦方向主筋4はその自重により中央部分が
撓み、垂れ下がるため、コンクリートパネル1と同材質
のコンクリート片9をコンクリートパネル1の表面に模
様を形成する模様シート8と縦方向主筋4との間に配置
して主筋4の撓みを防止していた。
The reinforcing bar 2 is suspended and supported by the transverse main bars 3 by the setting jig 7, and the amount of screwing of the setting bar 7B is adjusted to adjust the reinforcing bar 2 from the upper surface of the form 6 of the reinforcing bar 2. The depth position, that is, the cover thickness of the concrete on the reinforcing bar 2 was adjusted. At this time, the central portion of the longitudinal main bar 4 arranged in the long side direction of the panel 1 is bent by its own weight and hangs down, so that a concrete piece 9 of the same material as the concrete panel 1 forms a pattern on the surface of the concrete panel 1. It was arranged between the pattern sheet 8 and the longitudinal main bar 4 to prevent the main bar 4 from bending.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、コンク
リート片9を配置して主筋4の撓みを防止する場合、コ
ンクリート片9はパネル1と同材質のもので形成されて
いるが、事前に硬化しているコンクリート片9をコンク
リートスラリー内に配置することになるため、厳密には
コンクリート片9をパネル1に一体化させることはでき
なかった。このため、コンクリートパネル1内に配置す
るコンクリート片9はできるだけ小さなものを用いるこ
とが好ましいが、コンクリート片9を小さくすると型枠
6内への設置作業が難しくなるとともに、設置後も安定
性が悪くなって外れやすく、配筋材を所定位置に正確に
設置できないという問題があった。
However, when the concrete piece 9 is arranged to prevent the bending of the main bar 4, the concrete piece 9 is made of the same material as the panel 1, but is hardened in advance. Strictly speaking, the concrete piece 9 could not be integrated with the panel 1 because the concrete piece 9 was placed in the concrete slurry. For this reason, it is preferable to use as small a concrete piece 9 as possible to be placed in the concrete panel 1, but if the concrete piece 9 is made small, it becomes difficult to install the concrete piece 9 in the formwork 6, and the stability is poor even after installation. However, there is a problem in that it is easy to come off and the reinforcing bar cannot be accurately installed at a predetermined position.

【0006】本発明の目的は、配筋材を成形用型枠内に
設置する際に、配筋材を所定位置に正確にかつ容易に設
置することができるコンクリートパネル用配筋材の設置
方法を提供することにある。
It is an object of the present invention to provide a method of installing a reinforcing bar for a concrete panel, which allows the reinforcing bar to be accurately and easily installed at a predetermined position when the reinforcing bar is installed in a molding mold. To provide.

【0007】[0007]

【課題を解決するための手段】本発明のコンクリートパ
ネル用配筋材の設置方法は、コンクリートパネルの成形
用型枠内に配置されてコンクリートパネル表面に模様を
形成する模様シートの所定位置に配筋材支持部材を設
け、この配筋材支持部材上に配筋材を載置して配筋材を
成形用型枠内の所定位置に設置することを特徴とするも
のである。この際、配筋材支持部材は、模様シートの凸
部、つまりコンクリートパネル表面に凹状の目地を形成
する部分に着脱自在にあるいは出没自在に設けられるも
のが好ましい。また、配筋材支持部材は、少なくとも配
筋材の縦方向主筋に対応して1つ以上設けられていれば
よい。特に、各主筋に対して配筋材支持部材を1つづつ
設ける場合には、各主筋の長手方向の中央部に設けるこ
とが望ましい。
According to the method for installing a reinforcing material for a concrete panel of the present invention, it is arranged at a predetermined position of a pattern sheet which is arranged in a molding frame of the concrete panel and forms a pattern on the surface of the concrete panel. The present invention is characterized in that a reinforcing material supporting member is provided, the reinforcing material is placed on the reinforcing material supporting member, and the reinforcing material is set at a predetermined position in the molding frame. At this time, it is preferable that the reinforcing bar supporting member is detachably or removably provided on the convex portion of the pattern sheet, that is, the portion forming the concave joint on the surface of the concrete panel. Further, at least one reinforcing material support member may be provided corresponding to at least the longitudinal main bars of the reinforcing material. In particular, in the case where one reinforcing bar support member is provided for each main bar, it is desirable to provide it at the central portion in the longitudinal direction of each main bar.

【0008】[0008]

【作用】このような本発明では、模様シートの所定位
置、例えば縦方向主筋の略中央部分に対応する位置に、
模様シートから配筋材が設置される高さ位置までの高さ
寸法を有する配筋材支持部材を設ける。この配筋材支持
部材上に主筋が位置するように配筋材を成形用型枠内に
設置する。配筋材の主筋は、配筋材支持部材によって支
持されるために撓まず、所定の高さ位置に正確に保持さ
れる。また、配筋材支持部材を配筋材設置前に模様シー
トに設けておくことができるため、従来のように配筋材
の設置後にコンクリート片9を配置する作業が無くな
り、配筋材の設置作業が容易となって、作業性が向上す
る。
In the present invention as described above, a predetermined position of the pattern sheet, for example, a position corresponding to a substantially central portion of the longitudinal main bar,
A reinforcing bar supporting member having a height dimension from the pattern sheet to a height position where the reinforcing bar is installed is provided. The reinforcing bar is placed in the molding frame so that the main bar is located on the reinforcing bar support member. The main bar of the bar is not bent because it is supported by the bar support member, and is accurately held at a predetermined height position. Further, since the reinforcing bar supporting member can be provided on the pattern sheet before installing the reinforcing bar, the work of arranging the concrete piece 9 after installing the reinforcing bar is eliminated as in the conventional case, and the reinforcing bar is installed. Work becomes easier and workability improves.

【0009】[0009]

【実施例】以下、本発明の一実施例を図面に基づいて説
明する。本実施例は、前述した図4に示す軽量気泡コン
クリートパネル1の配筋材2の設置方法である。なお、
従来例と同一あるいは相当構成部分には、同一符号を付
し、説明を省略あるいは簡略する。図1には、本実施例
で用いるコンクリートパネル1の成形用型枠6が示され
ている。型枠6内には模様シート10が配置されてい
る。模様シート10は、パネル1の表面に凹状の目地を
形成するために型枠6の短辺方向や長辺方向に連続して
設けられた複数の凸条部11を有している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. This embodiment is a method of installing the reinforcing bar 2 of the lightweight cellular concrete panel 1 shown in FIG. In addition,
The same or corresponding components as those of the conventional example are designated by the same reference numerals, and the description thereof will be omitted or simplified. FIG. 1 shows a mold 6 for molding a concrete panel 1 used in this embodiment. A pattern sheet 10 is arranged in the mold 6. The pattern sheet 10 has a plurality of ridge portions 11 continuously provided in the short side direction and the long side direction of the mold 6 for forming concave joints on the surface of the panel 1.

【0010】凸条部11には、図2にも示すように、複
数の雌ねじ12が所定間隔をおいて形成されている。こ
の雌ねじ12には、ねじ12の開口を閉塞するステンレ
ス等の金属製の蓋材13と、配筋材支持部材14とが選
択的に螺合可能に構成されている。配筋材支持部材14
は、凸条部11から配筋材2の縦方向主筋4の設置位置
までの高さ寸法Hと同寸法の突出部を有し、パネル1の
大きさ等に応じて設定される所定位置の雌ねじ12に螺
合される。なお、その他の雌ねじ12には蓋材13が螺
合されている。
As shown in FIG. 2, a plurality of internal threads 12 are formed on the ridge 11 at predetermined intervals. A cap member 13 made of a metal such as stainless steel that closes the opening of the screw 12 and a reinforcing bar supporting member 14 are selectively screwed to the female screw 12. Bar arrangement support member 14
Has a protrusion having the same size as the height dimension H from the ridge portion 11 to the installation position of the longitudinal main bar 4 of the reinforcing bar 2, and has a predetermined position set in accordance with the size of the panel 1 and the like. It is screwed into the female screw 12. A lid member 13 is screwed onto the other female screw 12.

【0011】次に、本実施例における軽量気泡コンクリ
ートパネル1の製造方法について説明する。まず、成形
するコンクリートパネル1の大きさに応じた型枠6およ
び模様シート10を用意する。この模様シート10の凸
条部11に複数形成された雌ねじ12には、予め蓋材1
3を螺合して閉塞しておく。次に、雌ねじ12の内で、
配筋材2の縦方向主筋4の長手方向の略中央部に位置す
る雌ねじ12の蓋材13を取り外し、代わりに所定の配
筋材支持部材14を螺合する。
Next, a method for manufacturing the lightweight cellular concrete panel 1 in this embodiment will be described. First, a mold 6 and a pattern sheet 10 according to the size of the concrete panel 1 to be molded are prepared. A plurality of female screws 12 formed on the ridges 11 of the pattern sheet 10 are attached to the lid member 1 in advance.
3 is screwed and closed. Next, in the female screw 12,
The lid member 13 of the female screw 12 located substantially at the center in the longitudinal direction of the longitudinal main bar 4 of the bar arrangement member 2 is removed, and a predetermined bar arrangement member supporting member 14 is screwed in place thereof.

【0012】次いで、セット治具7を用いて配筋材2を
型枠6内に吊り下げ支持する。この際、縦方向主筋4の
略中央部が配筋材支持部材14上に載置されるように配
筋材2を設置する。その後、型枠6内にコンクリートス
ラリーを打設して軽量気泡コンクリートパネル1を製造
する。このパネル1を型枠6から取り外すと、前記配筋
材支持部材14部分に孔15が形成されるため、図3に
示すように、オートクレーブ養生後にモルタル16等で
孔15を仕上げ、軽量気泡コンクリートパネル1を完成
する。
Then, the reinforcing bar 2 is suspended and supported in the mold 6 by using the setting jig 7. At this time, the reinforcing bar 2 is installed such that the substantially central portion of the longitudinal main bar 4 is placed on the reinforcing bar supporting member 14. Then, the concrete slurry is poured into the mold 6 to manufacture the lightweight cellular concrete panel 1. When this panel 1 is removed from the form 6, a hole 15 is formed in the reinforcing bar supporting member 14, so as shown in FIG. 3, after curing the autoclave, the hole 15 is finished with a mortar 16 or the like to make a lightweight cellular concrete. Complete panel 1.

【0013】このような本実施例によれば、模様シート
10の所定位置に配筋材支持部材14を取付けておき、
この配筋材支持部材14で配筋材2の縦方向主筋4の中
央部を支持しているため、縦方向主筋4の両端部の横方
向主筋3部分でセット治具7を用いて配筋材2を吊り下
げ支持している場合でも、縦方向主筋4の中央部が自重
によって撓むことが無くなり、配筋材2を正確に設置す
ることができる。特に、コンクリート片9ではなく、金
属製等の寸法精度の高い配筋材支持部材14を用いてい
るので、配筋材2を極めて正確に設置することができ
る。従って、製造されたパネル1中に配筋材2が撓むこ
となく正しい位置に埋設されるため、配筋材2の撓みに
よってパネル1が曲がったり、強度的に問題が生じるこ
とがなく、良質のパネル1を製造することができる。
According to this embodiment, the reinforcing bar support member 14 is attached to the pattern sheet 10 at a predetermined position.
Since the reinforcing bar supporting member 14 supports the central portion of the vertical main bar 4 of the bar 2, the reinforcing bar support bar 14 is arranged at both ends of the vertical main bar 4 by using the set jig 7. Even when the bar 2 is suspended and supported, the central portion of the longitudinal main bar 4 is not bent by its own weight, and the bar 2 can be installed accurately. Particularly, since the reinforcing bar supporting member 14 made of metal or the like and having high dimensional accuracy is used instead of the concrete piece 9, the reinforcing bar 2 can be installed extremely accurately. Therefore, since the reinforcing bar 2 is embedded in the manufactured panel 1 at a correct position without bending, the bending of the reinforcing bar 2 does not cause the panel 1 to bend or cause a problem in strength. The panel 1 can be manufactured.

【0014】また、配筋材支持部材14を模様シート1
0の所定位置に予め取付けることができ、この配筋材支
持部材14上に配筋材2を載置すればよいので、従来の
コンクリート片9を用いる場合のように、配筋材2設置
後に高さ調整作業を行う必要がなくなり、配筋材2を容
易に設置することができ、コンクリートパネル1の生産
効率を向上することができる。
Further, the reinforcing sheet supporting member 14 is attached to the pattern sheet 1.
Since it can be installed in a predetermined position of 0 in advance and the reinforcing bar 2 is placed on the reinforcing bar supporting member 14, after the reinforcing bar 2 is installed as in the case of using the conventional concrete piece 9, It is not necessary to perform height adjustment work, the reinforcing bar 2 can be easily installed, and the production efficiency of the concrete panel 1 can be improved.

【0015】さらに、配筋材支持部材14は模様シート
10の雌ねじ12に螺合されるため、その取付位置を自
由に変更できる。このため、コンクリートパネル1の大
きさ等で配筋材2の配置位置が変化しても、その配筋材
2の配置位置に応じて配筋材支持部材14の取付位置を
変更すればよいので、種々のコンクリートパネル1の製
造に利用することができる。
Further, since the reinforcing bar supporting member 14 is screwed into the female screw 12 of the pattern sheet 10, its mounting position can be freely changed. Therefore, even if the arrangement position of the reinforcing bar 2 changes due to the size of the concrete panel 1 or the like, the mounting position of the reinforcing bar support member 14 may be changed according to the arrangement position of the reinforcing bar 2. It can be used for manufacturing various concrete panels 1.

【0016】また、配筋材支持部材14を用いることで
製造されたパネル1の表面に孔15が形成されるが、こ
の孔15はパネル1の目地部分の決まった位置に形成さ
れ、かつ孔15の径も小さいので、モルタル等で容易に
仕上げることができ、パネル1の表面の外観を低下させ
ることがない。
Further, a hole 15 is formed on the surface of the panel 1 manufactured by using the reinforcing bar supporting member 14. The hole 15 is formed at a fixed position of the joint portion of the panel 1 and the hole is formed. Since the diameter of 15 is also small, it can be easily finished with mortar or the like and the appearance of the surface of the panel 1 is not deteriorated.

【0017】なお、本発明は前述の実施例に限定される
ものではなく、本発明の目的を達成できる範囲での変
形、改良等は本発明に含まれるものである。例えば、前
記実施例では、模様シート10の凸条部11に雌ねじ1
2を設け、配筋材支持部材14をこの雌ねじ12に螺合
することで着脱自在に取付けていたが、例えば凸条部1
1に孔を設けて配筋材支持部材14を単に嵌め込んでも
よいし、凸条部11内に配筋材支持部材14を出没可能
に設け、かつ突出状態および没入状態で係止可能にして
必要な部分の支持部材14のみを突出状態で保持するも
のでもよく、要するに、配筋材2を支持可能に設けられ
ているものであればよい。
It should be noted that the present invention is not limited to the above-described embodiments, and modifications, improvements, etc. within the scope of achieving the object of the present invention are included in the present invention. For example, in the embodiment described above, the female screw 1 is attached to the ridge portion 11 of the pattern sheet 10.
2 is provided and the reinforcing bar supporting member 14 is detachably attached by being screwed into the female screw 12.
1 may be provided with a hole to simply fit the reinforcing bar supporting member 14, or the reinforcing bar supporting member 14 can be retracted in the protruding portion 11 and can be locked in the protruding state and the retracted state. It may be one that holds only the support member 14 in a necessary portion in a protruding state, in short, as long as it is provided so as to be able to support the bar arrangement material 2.

【0018】また、前記実施例では、模様シート10の
凸条部11に配筋材支持部材14を取付けていたが、凸
条部11以外に配筋材支持部材14を設けてもよく、配
筋材支持部材14は製造するコンクリートパネル1に応
じて配置される配筋材2の位置に応じて設ければよい。
但し、凸条部11に設けたほうが、パネル1の目地部分
に配筋材支持部材14による孔15が形成されるため、
仕上作業が容易となるという利点がある。
Further, in the above-mentioned embodiment, the reinforcing bar supporting member 14 is attached to the ridge portion 11 of the pattern sheet 10. However, the reinforcing bar supporting member 14 may be provided in addition to the ridge portion 11. The reinforcement member 14 may be provided according to the position of the reinforcement material 2 arranged according to the concrete panel 1 to be manufactured.
However, since the holes 15 are formed in the joint portions of the panel 1 by the reinforcing bar supporting member 14 when the protrusions 11 are provided,
There is an advantage that finishing work becomes easy.

【0019】さらに、前記実施例では、配筋材2の内の
縦方向主筋4の中央部に位置する模様シート10の凸条
部11に配筋材支持部材14を取付けていたが、その他
の部分にも設け、1本の主筋4に対して複数箇所に配筋
材支持部材14を設けて支持してもよい。また、横方向
主筋3部分でも支持すれば、セット治具7を用いずに複
数の配筋材支持部材14上に直接配筋材2を載置して設
置することもできる。
Further, in the above-described embodiment, the reinforcing bar supporting member 14 is attached to the ridge portion 11 of the pattern sheet 10 located at the center of the longitudinal main bar 4 in the reinforcing bar 2. The reinforcing bar support members 14 may be provided at a plurality of positions with respect to one main bar 4 to support them. Further, if the horizontal main bar 3 is also supported, the bar 2 can be placed and installed directly on the plurality of bar support members 14 without using the setting jig 7.

【0020】[0020]

【発明の効果】本発明のコンクリートパネル用配筋材の
設置方法によれば、配筋材を成形用型枠内に設置する際
に、配筋材を所定位置に正確にかつ容易に設置すること
ができるという効果がある。
According to the method for installing a reinforcing bar for a concrete panel of the present invention, the reinforcing bar is accurately and easily installed at a predetermined position when the reinforcing bar is installed in the molding frame. The effect is that you can.

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

【図1】本発明の一実施例のコンクリートパネル用配筋
材の設置状態を示す縦断面図である。
FIG. 1 is a vertical sectional view showing an installed state of a reinforcing material for a concrete panel according to an embodiment of the present invention.

【図2】図1の配筋材支持部材部分を示す拡大断面図で
ある。
FIG. 2 is an enlarged sectional view showing a reinforcing bar supporting member portion of FIG.

【図3】前記実施例によって製造された軽量気泡コンク
リートパネルの断面図である。
FIG. 3 is a cross-sectional view of a lightweight cellular concrete panel manufactured according to the embodiment.

【図4】軽量気泡コンクリートパネルの配筋材の構成を
示す平面図である。
FIG. 4 is a plan view showing a configuration of a reinforcing bar material of a lightweight cellular concrete panel.

【図5】本発明の従来例のコンクリートパネル用配筋材
の設置状態を示す縦断面図である。
FIG. 5 is a vertical cross-sectional view showing an installed state of a reinforcing material for a concrete panel according to a conventional example of the present invention.

【符号の説明】[Explanation of symbols]

1 軽量気泡コンクリートパネル 2 コンクリートパネル用配筋材 3 横方向主筋 4 縦方向主筋 6 成形用型枠 10 模様シート 11 凸条部 14 配筋材支持部材 1 Lightweight cellular concrete panel 2 Reinforcing bar for concrete panel 3 Horizontal main bar 4 Longitudinal main bar 6 Forming mold 10 Pattern sheet 11 Convex section 14 Reinforcing bar support member

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 コンクリートパネル内に埋設される配筋
材をコンクリートパネルの成形用型枠内に設置する方法
であって、 前記成形用型枠内に配置されてコンクリートパネル表面
に模様を形成する模様シートの所定位置に配筋材支持部
材を設け、この配筋材支持部材上に配筋材を載置して配
筋材を成形用型枠内の所定位置に設置することを特徴と
するコンクリートパネル用配筋材の設置方法。
1. A method for installing a reinforcing material embedded in a concrete panel in a molding frame of the concrete panel, the pattern being formed on the surface of the concrete panel by being arranged in the molding frame of the concrete panel. A reinforcing bar supporting member is provided at a predetermined position of the pattern sheet, the reinforcing bar is placed on the reinforcing bar supporting member, and the reinforcing bar is installed at a predetermined position in the molding frame. Installation method of reinforcing bar for concrete panel.
JP23395091A 1991-08-20 1991-08-20 Installation method of reinforcing bar for concrete panel Expired - Lifetime JP2502422B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23395091A JP2502422B2 (en) 1991-08-20 1991-08-20 Installation method of reinforcing bar for concrete panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23395091A JP2502422B2 (en) 1991-08-20 1991-08-20 Installation method of reinforcing bar for concrete panel

Publications (2)

Publication Number Publication Date
JPH0550414A true JPH0550414A (en) 1993-03-02
JP2502422B2 JP2502422B2 (en) 1996-05-29

Family

ID=16963166

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23395091A Expired - Lifetime JP2502422B2 (en) 1991-08-20 1991-08-20 Installation method of reinforcing bar for concrete panel

Country Status (1)

Country Link
JP (1) JP2502422B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100918780B1 (en) * 2009-05-07 2009-09-23 (주) 큰바위콘크리트 Vegetation revetment block manufacture mold and the vegetation revetment block

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100918780B1 (en) * 2009-05-07 2009-09-23 (주) 큰바위콘크리트 Vegetation revetment block manufacture mold and the vegetation revetment block

Also Published As

Publication number Publication date
JP2502422B2 (en) 1996-05-29

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