JPH03230874A - Method for joining reinforcing bars - Google Patents
Method for joining reinforcing barsInfo
- Publication number
- JPH03230874A JPH03230874A JP2363990A JP2363990A JPH03230874A JP H03230874 A JPH03230874 A JP H03230874A JP 2363990 A JP2363990 A JP 2363990A JP 2363990 A JP2363990 A JP 2363990A JP H03230874 A JPH03230874 A JP H03230874A
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing bars
- end faces
- amorphous material
- joining
- 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
Links
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 85
- 238000000034 method Methods 0.000 title claims abstract description 27
- 238000005304 joining Methods 0.000 title claims abstract description 26
- 239000000463 material Substances 0.000 claims abstract description 24
- 238000010438 heat treatment Methods 0.000 claims abstract description 12
- 230000006698 induction Effects 0.000 claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 8
- 239000010959 steel Substances 0.000 claims abstract description 8
- 238000010586 diagram Methods 0.000 description 5
- 238000005520 cutting process Methods 0.000 description 4
- 238000005219 brazing Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 229910000975 Carbon steel Inorganic materials 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 239000010962 carbon steel Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 239000013078 crystal Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000155 melt Substances 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
Landscapes
- Pressure Welding/Diffusion-Bonding (AREA)
Abstract
Description
本発明は鉄筋接合方法に関し、とくにアモルファス材料
の薄層を介して鉄筋を接合する方法に関する。The present invention relates to a method for joining reinforcing bars, and more particularly to a method for joining reinforcing bars through a thin layer of amorphous material.
鉄筋コンクリート構造物を構築する際に鉄筋を接続する
方法として、電気溶接やガス溶接が行なわれているが、
これらの従来方法には接続作業に熟練技能者が必要であ
りしかも接続面が平滑でなく作業性に劣るなどの問題点
があった。
これらの問題点を解決するため、第3図に示されるよう
なアモルファス接続が提案されている。
これは、接続すべき鉄筋1の間に低融点のアモルファス
材料薄片3(厚さ20−50μm程度)を挿入し、高周
波誘導加熱により接合部を加熱し、溶融状態となったろ
う材を拡散させて接合するものである。
このアモルファス接合には、
(a)高速作業で、高品質の接合が得られる。
(b)接合部に出っ張りがなく、スムーズな表面が得ら
れる。
(C)自動化された簡単な装置で接合できる。
(d)炭素鋼だけでなくステンレス鋼も接合できる。
等の利点があり、その普及が期待される。Electric welding and gas welding are used to connect reinforcing bars when constructing reinforced concrete structures.
These conventional methods require a skilled worker to carry out the connection work, and the connection surfaces are not smooth, resulting in poor workability. In order to solve these problems, an amorphous connection as shown in FIG. 3 has been proposed. This involves inserting a thin piece of amorphous material 3 (approximately 20-50 μm thick) with a low melting point between the reinforcing bars 1 to be connected, heating the joint using high-frequency induction heating, and diffusing the molten brazing filler metal. It is meant to be joined. This amorphous bonding has the following features: (a) High-quality bonding can be obtained with high-speed operation. (b) There is no protrusion at the joint and a smooth surface can be obtained. (C) Can be joined using a simple automated device. (d) Not only carbon steel but also stainless steel can be joined. It has the following advantages and is expected to become popular.
しかし、現実の鉄筋には第5図に示される様な長手方向
リブ7があり、この長手方向リブ7が揃っていないと接
合部が弱点となるので、リブ揃えに手間を要する欠点が
あった。
構築すべき構造物によっては、第4図に示されるように
複数の縦鉄筋1■と複数の横鉄筋LHとを交差配置し、
それらの交差点を接合してなる大組鉄筋18a、 18
bを鉄筋作業場で予め製作し、これを構築現場へ持込ん
だ後に大組鉄筋を相互に接合する場合がある。例えば第
4図の大組鉄筋18a、 18bを横方向に接続する場
合には、双方の大組鉄筋18a、18bの一番上の横鉄
筋1Hの対、上から2番目の横鉄筋IHの対、上から3
番目の横鉄筋IHの対、・・・等の接続されるべき対応
鉄筋の対を接合する必要があるが、接続されるべき対応
鉄筋の対向端面間の間隔を上記の各対において厳密に等
しくすることは困難である。この接続されるべき対応鉄
筋の対向端面間の間隔の不等のため、一定厚さのアモル
ファス薄片3による大組鉄筋18a、 18bの接続は
従来不可能であるとされてきた。
従って、本発明の目的はリブによる弱点のない鉄筋のア
モルファス接合方法、及び大組鉄筋の高寸法精度を要し
ないアモルファス接合方法を提供するにある。However, actual reinforcing bars have longitudinal ribs 7 as shown in Figure 5, and if these longitudinal ribs 7 are not aligned, the joint becomes a weak point, so there is a drawback that it takes time and effort to align the ribs. . Depending on the structure to be constructed, a plurality of vertical reinforcing bars 1■ and a plurality of horizontal reinforcing bars LH may be intersected as shown in Fig. 4.
Large reinforcing bars 18a, 18 formed by joining those intersections
In some cases, the reinforcing bars are manufactured in advance at a reinforcing bar workshop, and then brought to the construction site and then the large sets of reinforcing bars are joined together. For example, when connecting the large reinforcing bars 18a and 18b in Fig. 4 in the horizontal direction, the pair of horizontal reinforcing bars 1H at the top of both large reinforcing bars 18a and 18b, and the pair of horizontal reinforcing bars IH second from the top. , 3 from the top
It is necessary to join pairs of corresponding reinforcing bars to be connected, such as the pair of horizontal reinforcing bars IH, etc., but the distance between the opposing end faces of the corresponding reinforcing bars to be connected must be strictly equal in each pair. It is difficult to do so. Due to the unequal spacing between the opposing end faces of the corresponding reinforcing bars to be connected, it has conventionally been considered impossible to connect the large set reinforcing bars 18a, 18b using the amorphous thin piece 3 of a constant thickness. Therefore, an object of the present invention is to provide an amorphous joining method for reinforcing bars that does not have weak points due to ribs, and an amorphous joining method that does not require high dimensional accuracy of large set reinforcing bars.
第1図の実施例を参照するに、本発明による鉄筋接合方
法によれば、長手方向リブ7を有する鉄筋1の最大径に
ほぼ等しい外径を有する所要厚さの鋼製円板10の両面
にアモルファス材料薄層12を形成し、接続されるべき
鉄筋1の対向端面1aの間に前記円板10を挿入後該円
板10を介して端面1aを突合せ、高周波誘導加熱によ
り前記端面を接合する。第1図において、アモルファス
材料薄層12の厚さは、非常に誇張して示されており、
円板IOの厚さT(第2B図)はアモルファス材料薄層
12によって実質上影響されない。
上記の本発明の鉄筋接合方法で使われるアモルファス材
料は、例えば1200℃程度の比較的低温で溶融し、且
つ鉄筋の結晶組織内へ拡散し「ろう材」として作用する
ものである。この様な材料の例は、Fe−8i−B系ア
モルファス材質、Ni−Cr−8L−B系アモルファス
材質などである。本発明における上記の高周波誘導加熱
は、上記接合部におけるアモルファス材料の溶融及びそ
の鉄筋への拡散を生起させるに十分な加熱をするもので
ある。
本発明による大組鉄筋の接合方法を第1図及び第4図に
より説明するに、複数の横鉄筋IHと複数の縦鉄筋1■
とを交差させ交差点を接合した構造の一の大組鉄筋18
aと同様な構造の他の大組鉄筋18bとを相互に接合す
る方法において、前記鉄筋IH。
1■の最大径にほぼ等しい外径を有する各種属さの鋼製
円板10の両面にアモルファス材料薄層12を形成し、
両大組鉄筋中の接続されるべき対応鉄筋IH又はIVの
対向端面の間に当該対向面間の間隔に応じた厚さの前記
円板10を挿入後該円板10を介して両端面を突合せ、
高周波誘導加熱により前記端面を接合する。Referring to the embodiment shown in FIG. 1, according to the reinforcing bar joining method according to the present invention, both sides of a steel disk 10 of a required thickness and having an outer diameter approximately equal to the maximum diameter of the reinforcing bar 1 having longitudinal ribs 7 are assembled. A thin amorphous material layer 12 is formed on the reinforcing bars 1 to be connected, and after inserting the disk 10 between the opposing end surfaces 1a of the reinforcing bars 1, the end surfaces 1a are butted together via the disk 10, and the end surfaces are joined by high-frequency induction heating. do. In FIG. 1, the thickness of the thin layer of amorphous material 12 is shown greatly exaggerated;
The thickness T (FIG. 2B) of the disk IO is substantially unaffected by the thin layer 12 of amorphous material. The amorphous material used in the above reinforcing bar joining method of the present invention melts at a relatively low temperature of, for example, about 1200° C., diffuses into the crystal structure of the reinforcing bars, and acts as a "brazing material". Examples of such materials include Fe-8i-B amorphous materials and Ni-Cr-8L-B amorphous materials. The above-mentioned high-frequency induction heating in the present invention provides sufficient heating to melt the amorphous material at the joint and cause it to diffuse into the reinforcing steel. The method of joining large sets of reinforcing bars according to the present invention will be explained with reference to FIGS. 1 and 4. A plurality of horizontal reinforcing bars IH and a plurality of vertical reinforcing bars 1
One large set of reinforcing bars 18 of the structure that intersects and joins the intersections
In the method of mutually joining the reinforcing bars 18b with another large set of reinforcing bars 18b having the same structure as the reinforcing bars IH. A thin layer of amorphous material 12 is formed on both sides of steel disks 10 of various sizes having an outer diameter approximately equal to the maximum diameter of 1.
After inserting the disk 10 having a thickness corresponding to the distance between the opposing surfaces between the opposing end surfaces of the corresponding reinforcing bars IH or IV to be connected in both large sets of reinforcing bars, both end surfaces are connected through the disk 10. Match,
The end faces are joined by high frequency induction heating.
【作用】
第1図の方法によって接合された鉄筋1の接合部の側面
図及び断面図である第2B図及び第2A図から明らかな
ように、接合部の両側における長手方向リブ7はそれぞ
れ円板lOに完全に結合しているので、リブ部分が接合
の弱点になることがない。
よって、本発明の一目的である「リブによる弱点のない
鉄筋のアモルファス接合方法の提供」が実現される。
第4図の本発明の大組鉄筋接合方法によれば、大組鉄筋
18a、 18b内の接続されるべき対応鉄筋IH又は
IVの対向端面の間の間隔のばらつきを、当該対向面間
の間隔に応じた厚さの前記円板10の挿入により吸収す
るので、大組鉄筋18aS18bの製作時における寸法
精度は格別高いものを要しない。よって、本発明の他の
目的である「大組鉄筋の高寸法精度を要しないアモルフ
ァス接合方法の提供」が実現される。[Operation] As is clear from FIGS. 2B and 2A, which are a side view and a sectional view of the joint of reinforcing bars 1 joined by the method shown in FIG. 1, the longitudinal ribs 7 on both sides of the joint are circular. Since it is completely bonded to the plate IO, the rib portion will not become a weak point in the bond. Therefore, one of the objects of the present invention, ``providing a method for amorphous joining of reinforcing bars without weak points caused by ribs,'' is achieved. According to the large reinforcing bar joining method of the present invention shown in FIG. Since it is absorbed by inserting the disk 10 having a thickness corresponding to the thickness, the dimensional accuracy during manufacture of the large set reinforcing bars 18aS18b does not need to be particularly high. Therefore, another object of the present invention, ``providing an amorphous joining method that does not require high dimensional accuracy of large assembled reinforcing bars,'' is achieved.
第1図の実施例に用いた鉄筋1は周方向のリブをも有す
るが、本発明方法は周方向リブの有無に関係な〈実施す
ることができる。
第4図において、大組鉄筋18aS18bを横方向に接
続するものとして説明したが、本発明方法は縦方向接続
にも同様に適用することができる。さらに、大組鉄筋1
8a、 18bを垂直な縦鉄筋1■と水平な横鉄筋LH
からなるものとしたが、本発明方法をこの様な構造の大
組鉄筋以外にも任意の角度方向で交差する鉄筋からなる
大組鉄筋に対して同様に適る。
第6図は、隣接する大組鉄筋18a、 18bの接続さ
れるべき対応横鉄筋IHの端面1aが対向せず、その端
末部分が重なり合う場合の接合方法を示す。
両端末部分の対向側面に平坦な切削面16を形成し、両
切削面16の間にアモルファス材料薄片14を挿入した
後そのアモルファス材料薄片14を介して両切削面16
を突合せ、高周波誘導加熱により前記切削面16を接合
する。この切削面16とアモルファス材料薄片14を用
いる方法は、横鉄筋IHのみならず縦鉄筋1■に対して
も必要に応じ適宜応用することができる。
第6図の方法によれば、大組鉄筋における高寸法精度の
必要がなくなる。Although the reinforcing bar 1 used in the embodiment of FIG. 1 also has circumferential ribs, the method of the present invention can be carried out regardless of the presence or absence of circumferential ribs. In FIG. 4, the explanation has been made assuming that the large reinforcing bars 18aS18b are connected in the horizontal direction, but the method of the present invention can be similarly applied to the connection in the vertical direction. In addition, large reinforcing bars 1
Connect 8a and 18b to vertical vertical reinforcing bar 1■ and horizontal horizontal reinforcing bar LH.
However, the method of the present invention is equally applicable to large reinforcing bars having such a structure as well as large reinforcing bars that intersect at any angle. FIG. 6 shows a joining method when the end surfaces 1a of the corresponding transverse reinforcing bars IH to which adjacent large reinforcing bars 18a and 18b are to be connected do not face each other, but their end portions overlap. Flat cutting surfaces 16 are formed on opposite sides of both end portions, and after inserting an amorphous material thin piece 14 between both cutting surfaces 16, both cutting surfaces 16 are cut through the amorphous material thin piece 14.
are butted together, and the cut surfaces 16 are joined by high-frequency induction heating. This method of using the cut surface 16 and the amorphous material thin piece 14 can be applied not only to the horizontal reinforcing bars IH but also to the vertical reinforcing bars 12 as needed. According to the method shown in FIG. 6, there is no need for high dimensional accuracy in the large set reinforcing bars.
以上詳細に説明したように本発明の鉄筋接合方法は、ア
モルファス材料薄層が設けられた鋼製円板を対向端面間
に挿入して鉄筋を接合するので、次の効果を奏する。
(イ)長手方向リブの方向を揃える必要がなくなり、作
業性が向上する。
(ロ)大組鉄筋においても格別の寸法精度を要すること
なく鉄筋部材のアモルファス接合をすることができる。
(ハ)鉄筋接合部に断面減少がなく、接合部が弱点とな
らない。
(ニ)長手方向リブの有無に関係なく出っ張りのない鉄
筋接合部を形成することができるAs described above in detail, the method for joining reinforcing bars of the present invention involves inserting a steel disk provided with a thin layer of amorphous material between opposing end faces to join reinforcing bars, and thus has the following effects. (a) There is no need to align the longitudinal ribs, improving work efficiency. (b) Amorphous joining of reinforcing bar members can be carried out without requiring special dimensional accuracy even in large assemblies of reinforcing bars. (c) There is no reduction in cross section at the reinforcing bar joint, and the joint does not become a weak point. (d) Rebar joints without protrusions can be formed regardless of the presence or absence of longitudinal ribs.
第1図は本発明方法の説明図、第2A図及び第2B図は
接合部の断面図及び側面図、第3図はアモルファス接合
の説明図、第4図は大組鉄筋の説明図、第5図は長手方
向リブの説明図、第6図は大組鉄筋を接合する他の実施
例の説明図である。
1・・・鉄筋、 1a・・・端面、 IH・・・横鉄筋
、 1■・・・縦鉄筋、 3・・・アモルファス薄片、
5・・・加熱コイル、7・・・長手方向リブ、 10・
・・円板、 12・・・アモルファス材料層、 14・
・・アモルファス材料薄片、16・・・切削面、
8a1
18b・・・大組鉄筋。Figure 1 is an explanatory diagram of the method of the present invention, Figures 2A and 2B are a cross-sectional view and side view of a joint, Figure 3 is an explanatory diagram of an amorphous joint, Figure 4 is an explanatory diagram of a large set of reinforcing bars, FIG. 5 is an explanatory diagram of longitudinal ribs, and FIG. 6 is an explanatory diagram of another embodiment for joining large set reinforcing bars. 1...Reinforcing bar, 1a...End face, IH...Horizontal reinforcing bar, 1■...Vertical reinforcing bar, 3...Amorphous thin piece,
5... Heating coil, 7... Longitudinal rib, 10.
... Disc, 12... Amorphous material layer, 14.
... Amorphous material thin piece, 16 ... Cutting surface, 8a1 18b ... Large assembly reinforcing bar.
Claims (3)
厚さの鋼製円板の両面にアモルファス材料薄層を形成し
、接続されるべき鉄筋の対向端面の間に前記円板を挿入
後該円板を介して両端面を突合せ、高周波誘導加熱によ
り前記端面を接合してなる鉄筋接合方法。(1) Form a thin layer of amorphous material on both sides of a steel disk of the required thickness and having an outer diameter approximately equal to the maximum diameter of the deformed reinforcing bars, and insert the disk between the opposing end surfaces of the reinforcing bars to be connected. A reinforcing bar joining method in which both end faces are then butted together via the disc, and the end faces are joined by high frequency induction heating.
を接合した構造の一の大組鉄筋と同様な構造の他の大組
鉄筋を接合する方法において、前記鉄筋の最大径にほぼ
等しい外径を有する各種厚さの鋼製円板の両面にアモル
ファス材料薄層を形成し、両大組鉄筋中の接続されるべ
き対応鉄筋の対向端面の間に当該対向面間の間隔に応じ
た厚さの前記円板を挿入後該円板を介して両端面を突合
せ、高周波誘導加熱により前記端面を接合してなる鉄筋
接合方法。(2) In a method of joining one large set of reinforcing bars of a structure in which a plurality of horizontal reinforcing bars and a plurality of longitudinal reinforcing bars intersect and join the intersections, and another large set of reinforcing bars of a similar structure, the maximum diameter of the reinforcing bars is approximately A thin layer of amorphous material is formed on both sides of steel discs of various thicknesses with the same outer diameter, and a thin layer of amorphous material is formed between the opposite end faces of the corresponding reinforcing bars to be connected in both large sets of reinforcing bars according to the spacing between the opposing faces. A reinforcing bar joining method comprising: inserting the disc having a thickness of 100 ml, and then butting both end faces together via the disc, and joining the end faces by high-frequency induction heating.
組鉄筋の少なくとも一部の接続されるべき対応鉄筋に重
なり合う端末部分を設け、該端末部分の重なり合う側面
を平面状に切削し切削された面を対向させ該対向面間に
アモルファス材料薄片を挿入後該薄片を介して両切削面
を突合せ高周波誘導加熱により前記切削面を接合してな
る鉄筋接合方法。(3) In the reinforcing bar joining method according to claim 2, at least a part of the two large set reinforcing bars is provided with an end portion that overlaps the corresponding reinforcing bar to be connected, and the overlapping side surfaces of the end portions are cut into a planar shape. A reinforcing bar joining method comprising inserting a thin piece of amorphous material between the opposing surfaces, abutting both cut surfaces through the thin piece, and joining the cut surfaces by high-frequency induction heating.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2023639A JP2531816B2 (en) | 1990-02-03 | 1990-02-03 | Reinforcing bar joining method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2023639A JP2531816B2 (en) | 1990-02-03 | 1990-02-03 | Reinforcing bar joining method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH03230874A true JPH03230874A (en) | 1991-10-14 |
JP2531816B2 JP2531816B2 (en) | 1996-09-04 |
Family
ID=12116143
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2023639A Expired - Fee Related JP2531816B2 (en) | 1990-02-03 | 1990-02-03 | Reinforcing bar joining method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2531816B2 (en) |
-
1990
- 1990-02-03 JP JP2023639A patent/JP2531816B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JP2531816B2 (en) | 1996-09-04 |
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LAPS | Cancellation because of no payment of annual fees |