JP2000160752A - Base for erection bar, erection bar, and manufacture thereof - Google Patents

Base for erection bar, erection bar, and manufacture thereof

Info

Publication number
JP2000160752A
JP2000160752A JP10353884A JP35388498A JP2000160752A JP 2000160752 A JP2000160752 A JP 2000160752A JP 10353884 A JP10353884 A JP 10353884A JP 35388498 A JP35388498 A JP 35388498A JP 2000160752 A JP2000160752 A JP 2000160752A
Authority
JP
Japan
Prior art keywords
reinforcing bar
substrate
ridge
rebar
assembled
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
JP10353884A
Other languages
Japanese (ja)
Inventor
Hiroshi Kondo
弘 近藤
Sato Kondou
サト 近藤
Tatsuya Matsui
達哉 松井
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.)
KONDO SATO
Original Assignee
KONDO SATO
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 KONDO SATO filed Critical KONDO SATO
Priority to JP10353884A priority Critical patent/JP2000160752A/en
Publication of JP2000160752A publication Critical patent/JP2000160752A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide an erection bar that can be spot welded at a low current without a weld mark appearing on the lower surface of a base. SOLUTION: A reinforcement junction wall 2 is formed on the upper surface of a steel plate and a projecting strip 3 is formed on one side of the reinforcement junction wall 2. Reinforcement 4 is secured to the projecting strip 3 by spot welding and the projecting strip 3 is crushed to obtain an erection bar. Thus, since the projecting strip 3 and the reinforcement 4 make point contact with each other, the spot welding at a low current is made possible. Since the welding is performed on the side face of the reinforcement junction wall, no weld mark appears on the surface of a base.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、床構造材などと
して使用される組立鉄筋に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an assembled reinforcing bar used as a floor structural material or the like.

【0002】[0002]

【従来の技術】従来、組立鉄筋においては、基板の上面
水平部にトラスに組まれた鉄筋をスポット溶接により固
着した構成が一般的である。また、基板の上面に鉄筋接
合壁を立設し、ここに鉄筋をスポット溶接により固着し
た構造も提案されている。
2. Description of the Related Art Conventionally, an assembled reinforcing bar generally has a structure in which a reinforcing bar mounted on a truss is fixed to a horizontal portion of an upper surface of a substrate by spot welding. There has also been proposed a structure in which a reinforcing-bar joining wall is erected on the upper surface of a substrate, and a reinforcing bar is fixed thereto by spot welding.

【0003】[0003]

【発明が解決しようとする課題】スポット溶接において
は、溶接する両部材の当接部に電流を流すので、両部材
の当接部の面積が小さいほど、低電流で溶接することが
できる。しかしながら、従来の基板においては、基板と
鉄筋とが線接触であった。例えば基板に鉄筋接合壁を立
設したものにおいては、接合壁の上下全長に亘り鉄筋が
接触する。このために、電流が分散してしまうので、比
較的高電流を流す必要があり、電流効率が悪く、製造コ
ストを押し上げる要因ともなっている。
In spot welding, a current is applied to the contact portion between the two members to be welded, so that the smaller the area of the contact portion between the two members, the lower the current. However, in the conventional board, the board and the rebar were in line contact. For example, in a case where a reinforcing bar joining wall is erected on a substrate, the reinforcing bars come into contact over the entire vertical length of the joining wall. For this reason, since the current is dispersed, it is necessary to flow a relatively high current, and the current efficiency is poor, which is a factor that increases the manufacturing cost.

【0004】また、基板の上面に鉄筋を溶接する構造に
おいては、基板の下面に溶接部が表れるので、下面に露
出した溶接部が外気に触れて腐食の原因になる。さらに
溶接部が露出することは美感上好ましくないので、基板
を天井に露出させることがでず、化粧材による処理が不
可欠であった。
In a structure in which a reinforcing bar is welded to the upper surface of a substrate, a welded portion appears on the lower surface of the substrate, and the welded portion exposed on the lower surface comes into contact with outside air and causes corrosion. Further, since it is not preferable from the viewpoint of aesthetics that the welded portion is exposed, the substrate cannot be exposed to the ceiling, and a treatment with a decorative material is indispensable.

【0005】[0005]

【課題を解決するための手段】請求項1の発明は組立鉄
筋用基板に係り、鉄板の上面に、前記鉄板を所定間隔で
屈曲させた鉄筋接合壁を形成し、前記鉄筋接合壁の片面
に凸条を形成し、前記凸条に鉄筋を当接させてスポット
溶接を行うようにしたものである。請求項2の発明は、
請求項1の組立鉄筋用基板を、下面が着色されたカラー
鉄板で構成したものである。請求項3の発明は、請求項
1又は2記載の組立鉄筋用基板を用いた組立鉄筋に係
り、鉄筋接合壁の凸条に鉄筋がスポット溶接され、溶接
部において組立鉄筋用基板の凸条が押しつぶされたもの
である。請求項4の発明は、請求項3の組立鉄筋を製造
する方法であって、組立鉄筋用基板の凸条に鉄筋を圧接
させ、前記凸条と鉄筋とをスポット溶接すると共に、前
記凸条を押しつぶすことを特徴とするものである。
Means for Solving the Problems The invention according to claim 1 relates to a substrate for an assembling rebar, in which a rebar joint wall formed by bending the iron plate at a predetermined interval is formed on an upper surface of an iron plate, and is provided on one surface of the rebar joint wall. A spot is formed by forming a ridge and bringing a reinforcing bar into contact with the ridge. The invention of claim 2 is
The substrate for an assembling rebar according to claim 1 is constituted by a colored iron plate whose lower surface is colored. According to a third aspect of the present invention, there is provided an assembling rebar using the assembling rebar substrate according to the first or second aspect, wherein the rebar is spot-welded to the ridge of the rebar joint wall, and the ridge of the assembling rebar is formed at a welded portion. It was crushed. The invention according to claim 4 is a method for manufacturing the assembled reinforcing bar according to claim 3, wherein the reinforcing bar is pressed into contact with the ridge of the substrate for the assembled reinforcing bar, and the ridge and the reinforcing bar are spot-welded. It is characterized by crushing.

【0006】[0006]

【作用】この発明の組立鉄筋用基板は、鉄筋接合壁に凸
条が形成してあるので、基板と鉄筋とは前記凸条の先端
部においてのみ接触する。すなわち、両者の当接状態は
点接触である。したがって、電流が分散することなく1
点に集中して流れるので、低電流で溶接することが可能
となる。また、基板の鉄筋接合壁に鉄筋を固着するの
で、溶接部はコンクリートで被覆され、露出しない。し
たがって、溶接部が外気に触れて腐食の原因になること
はなく、また基板にカラー鉄板を使用すれば、化粧材に
よる処理を施すことなく、そのまま天井材として使用す
ることができる。
In the substrate for an assembled reinforcing bar according to the present invention, since the ridge is formed on the reinforcing bar joining wall, the substrate and the reinforcing bar come into contact only at the tip of the ridge. That is, the contact state between the two is point contact. Therefore, without dispersing the current, 1
Since the current flows intensively at the point, it is possible to perform welding with a low current. Further, since the reinforcing bar is fixed to the reinforcing bar joining wall of the substrate, the welded portion is covered with concrete and is not exposed. Therefore, the welded portion does not come into contact with the outside air to cause corrosion, and if a colored iron plate is used for the substrate, it can be used as a ceiling material without being treated with a decorative material.

【0007】[0007]

【発明の実施の形態】図1において、組立鉄筋用基板1
は、その上面に、鉄板を所定間隔で屈曲して形成した鉄
筋接合壁2が立設してあり、前記鉄筋接合壁2の鉄筋4
との当接側に、鉄筋接合壁2を構成する2枚の鉄板を併
せて屈曲させて、凸条3が形成してある。前記鉄筋接合
壁2は、図においては鉄筋の傾斜に合わせて傾斜させて
形成してあるが、垂直に形成してもよい。また、凸条3
の位置は図1のように鉄筋接合壁2の上下中間部の他、
上端部としてもよい。更に、凸条3は鉄筋との接合部に
存在すれば足りるので、必ずしも基板の全長に亘り連続
して設けなくともよく、断続的に形成してもよいが、全
長に亘り設ければ、リブとして機能し、基板の座屈強度
を向上させることができる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Referring to FIG.
Has a reinforcing joint wall 2 formed by bending an iron plate at a predetermined interval on an upper surface thereof, and a reinforcing steel 4 of the reinforcing joint wall 2 is provided.
A convex strip 3 is formed by bending two iron plates constituting the reinforcing bar joining wall 2 together on the contact side of the reinforcing bar. The rebar joint wall 2 is formed to be inclined in accordance with the inclination of the rebar in the drawing, but may be formed vertically. Also, ridge 3
Is located at the upper and lower middle portions of the reinforcing steel joint wall 2 as shown in FIG.
The upper end may be used. Furthermore, since it is sufficient if the ridge 3 is present at the joint with the reinforcing bar, the ridge 3 does not necessarily have to be provided continuously over the entire length of the substrate, and may be formed intermittently. And can improve the buckling strength of the substrate.

【0008】前記のように構成された組立鉄筋用基板1
の鉄筋接合壁2に鉄筋4をあてがい、スポット溶接を行
う。このとき、鉄筋4は鉄筋接合壁2と線接触すること
なく、凸条3の先端部と点接触の状態となる。次いで、
鉄筋接合壁2と鉄筋4とを対向方向に加圧しつつ電流を
流すと、電流は接触点5に集中して流れ、分散すること
がない。前記スポット溶接時の加圧により、凸条3は押
しつぶされ、凸条3を構成する2枚の鉄板と鉄筋4が固
着されると共に、鉄筋4は鉄筋接合壁2の上下に亘り密
着する。なお、鉄筋接合壁2を垂直に立設した場合にお
いても、スポット溶接時の加圧によって、鉄筋接合壁は
鉄筋の傾斜に沿った傾斜となり、鉄筋は鉄筋接合壁の上
下に亘り密着する。
[0008] Substrate 1 for assembled rebar constructed as described above
The rebar 4 is applied to the rebar joint wall 2 of the above, and spot welding is performed. At this time, the reinforcing bar 4 does not make line contact with the reinforcing bar joining wall 2, but comes into a state of point contact with the tip of the ridge 3. Then
When an electric current flows while pressurizing the reinforcing bar joining wall 2 and the reinforcing bar 4 in the facing direction, the current flows intensively at the contact point 5 and does not disperse. Due to the pressurization at the time of the spot welding, the ridges 3 are crushed, and the two iron plates constituting the ridges 3 and the reinforcing bars 4 are fixed, and the reinforcing bars 4 are closely attached to the upper and lower sides of the reinforcing bar joining wall 2. In addition, even when the rebar joint wall 2 is erected vertically, the rebar joint wall is inclined along the inclination of the rebar due to the pressurization at the time of spot welding, and the rebar is closely attached to the upper and lower sides of the rebar joint wall.

【0009】図3、図4はこの発明の実施により得た組
立鉄筋の例であって、鉄筋4は屈曲した吊り鉄筋であ
り、この吊り鉄筋4に上端筋6、下端筋7、ラチス筋8
で構成されたトラスが吊り下げ固着されている。なお、
図3、図4に示す鉄筋構造は一例にすぎず、いかなる構
造の鉄筋であってもこの発明の構造乃至方法を適用する
ことができる。
FIGS. 3 and 4 show examples of assembled reinforcing bars obtained by carrying out the present invention. The reinforcing bars 4 are bent suspension bars.
The truss composed of is suspended and fixed. In addition,
The reinforcing bar structure shown in FIGS. 3 and 4 is merely an example, and the structure and method of the present invention can be applied to any reinforcing bar.

【0010】図5は鉄筋接合壁2の上端部に凸条3を形
成したものを示す。ここで、鉄筋4はその下部が垂直に
形成してあるが、図1のように傾斜させてものでもよ
い。
FIG. 5 shows an embodiment in which a ridge 3 is formed at the upper end of the reinforcing bar joining wall 2. Here, although the lower part of the rebar 4 is formed vertically, it may be inclined as shown in FIG.

【0011】図6、図7は、一対の鉄筋接合壁2、2の
対向側に凸条3を形成し、鉄筋4を接合するようにした
ものである。図6に示す鉄筋4は枠状のスペーサ筋であ
り、その上に上端筋6、下端筋7、ラチス筋8で構成さ
れたトラスが固着されている。
FIGS. 6 and 7 show a configuration in which a ridge 3 is formed on the opposite side of the pair of reinforcing bar joining walls 2 and 2 so that the reinforcing bar 4 is joined. The reinforcing bar 4 shown in FIG. 6 is a frame-shaped spacer bar, on which a truss composed of an upper bar 6, a lower bar 7, and a lattice bar 8 is fixed.

【0012】[0012]

【発明の効果】この発明によれば以下の効果が得られ
る。 1.鉄筋接合壁に凸条を設けたので、鉄筋は凸条の先端
と点接触の状態となる。したがって、スポット溶接にお
ける電流が1点に集中して流れ、低電流で溶接を行うこ
とができ極めて効率的である。 2.鉄筋接合壁は基板の屈曲強度を向上させる他、トラ
スの下端筋の代用として構造設計を行うことができる。
そして、鉄筋接合壁に形成した凸条は鉄筋との接触部と
しての機能の他に、リブとしての機能も奏するので、組
立鉄筋としての強度が一層向上する。 3.基板と鉄筋との溶接部はコンクリート打設によりコ
ンクリートで完全に被覆される。したがって、溶接部が
外気に触れることがなく、溶接部からの腐食を可及的に
防止することができる。 4.溶接部は基板の下面に表れないので、基板の下面を
天井材として露出させることができる。そして、カラー
鉄板によって基板を構成することにより、化粧材を用い
ることなく、そのまま天井として利用することができ
る。
According to the present invention, the following effects can be obtained. 1. Since the ridge is provided on the reinforcing bar joining wall, the reinforcing bar comes into point contact with the tip of the ridge. Therefore, current in spot welding flows intensively at one point, and welding can be performed with a low current, which is extremely efficient. 2. In addition to improving the flexural strength of the substrate, the reinforcing joint wall can be designed as a substitute for the lower end of the truss.
In addition, since the ridges formed on the reinforcing-bar joining wall function not only as a contact portion with the reinforcing bar but also as a rib, the strength as an assembled reinforcing bar is further improved. 3. The weld between the substrate and the rebar is completely covered with concrete by casting concrete. Therefore, the welding portion does not come into contact with the outside air, and corrosion from the welding portion can be prevented as much as possible. 4. Since the welded portion does not appear on the lower surface of the substrate, the lower surface of the substrate can be exposed as a ceiling material. Then, by forming the substrate with a color iron plate, it can be used as a ceiling without using a decorative material.

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

【図1】 この発明における溶接前の基板と鉄筋の関係
を示す正面図。
FIG. 1 is a front view showing a relationship between a substrate and a reinforcing bar before welding according to the present invention.

【図2】 同じく溶接後の状態を示す正面図。FIG. 2 is a front view showing a state after welding.

【図3】 この発明の組立鉄筋の正面図。FIG. 3 is a front view of the assembled reinforcing bar of the present invention.

【図4】 同じく側面図。FIG. 4 is a side view of the same.

【図5】 この発明の別の実施形態における基板と鉄筋
の関係を示す正面図。
FIG. 5 is a front view showing a relationship between a substrate and a reinforcing bar according to another embodiment of the present invention.

【図6】 この発明の更に別の実施形態における基板と
鉄筋の関係を示す正面図。
FIG. 6 is a front view showing a relationship between a substrate and a reinforcing bar according to still another embodiment of the present invention.

【図7】 同じく側面図。FIG. 7 is a side view of the same.

【符号の説明】[Explanation of symbols]

1 基板 2 鉄筋接合壁 3 凸条 4 鉄筋 5 接触点 6 上端筋 7 下端筋 8 ラチス筋 DESCRIPTION OF SYMBOLS 1 Substrate 2 Reinforcement joint wall 3 Ridge 4 Reinforcement 5 Contact point 6 Upper end 7 Lower end 8 Lattice

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 鉄板の上面に、前記鉄板を所定間隔で屈
曲させた鉄筋接合壁が形成され、前記鉄筋接合壁の片面
に凸条が形成され、前記凸条に鉄筋を当接させてスポッ
ト溶接を行うようにした、組立鉄筋用基板
1. A reinforcing bar joint wall formed by bending the iron plate at a predetermined interval is formed on an upper surface of an iron plate, a convex line is formed on one surface of the reinforcing bar joint wall, and a reinforcing bar is brought into contact with the convex line to form a spot. Assembled rebar substrate for welding
【請求項2】 鉄板は下面が着色されたカラー鉄板とし
た、請求項1記載の組立鉄筋用基板
2. The substrate for an assembling rebar according to claim 1, wherein the iron plate is a colored iron plate whose lower surface is colored.
【請求項3】 請求項1又は2記載の組立鉄筋用基板に
鉄筋がスポット溶接され、溶接部において組立鉄筋用基
板の凸条が押しつぶされた、組立鉄筋
3. The assembled reinforcing bar according to claim 1, wherein a reinforcing bar is spot-welded to the assembled reinforcing bar substrate, and a ridge of the assembled reinforcing bar substrate is crushed at a welded portion.
【請求項4】 請求項1又は2記載の組立鉄筋用基板の
凸条に鉄筋を圧接させ、前記凸条と鉄筋とをスポット溶
接すると共に、前記凸条を押しつぶすことを特徴とす
る、組立鉄筋の製造方法
4. The assembled reinforcing bar according to claim 1 or 2, wherein a reinforcing bar is pressed against the ridge of the assembled reinforcing bar substrate, the ridge and the reinforcing bar are spot-welded, and the ridge is crushed. Manufacturing method
JP10353884A 1998-11-26 1998-11-26 Base for erection bar, erection bar, and manufacture thereof Pending JP2000160752A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10353884A JP2000160752A (en) 1998-11-26 1998-11-26 Base for erection bar, erection bar, and manufacture thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10353884A JP2000160752A (en) 1998-11-26 1998-11-26 Base for erection bar, erection bar, and manufacture thereof

Publications (1)

Publication Number Publication Date
JP2000160752A true JP2000160752A (en) 2000-06-13

Family

ID=18433879

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10353884A Pending JP2000160752A (en) 1998-11-26 1998-11-26 Base for erection bar, erection bar, and manufacture thereof

Country Status (1)

Country Link
JP (1) JP2000160752A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006226022A (en) * 2005-02-18 2006-08-31 Shigeru Yaguchi Deck plate with truss and method of manufacturing the same
JP6353591B1 (en) * 2017-07-19 2018-07-04 株式会社富士昭技研 Synthetic floor slab

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006226022A (en) * 2005-02-18 2006-08-31 Shigeru Yaguchi Deck plate with truss and method of manufacturing the same
JP6353591B1 (en) * 2017-07-19 2018-07-04 株式会社富士昭技研 Synthetic floor slab
JP2019019599A (en) * 2017-07-19 2019-02-07 株式会社富士昭技研 Composite floor slab

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