JPS6224169B2 - - Google Patents
Info
- Publication number
- JPS6224169B2 JPS6224169B2 JP52090046A JP9004677A JPS6224169B2 JP S6224169 B2 JPS6224169 B2 JP S6224169B2 JP 52090046 A JP52090046 A JP 52090046A JP 9004677 A JP9004677 A JP 9004677A JP S6224169 B2 JPS6224169 B2 JP S6224169B2
- Authority
- JP
- Japan
- Prior art keywords
- hoop
- reinforcing bar
- iron material
- hoop iron
- main 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.)
- Expired
Links
Landscapes
- Wire Processing (AREA)
Description
【発明の詳細な説明】
この発明は、あらかじめ成形したフープ鉄材の
内側より成形装置によつて主鉄筋を圧着せしめ、
主鉄筋とフープ鉄材の交接点を溶着することを特
徴としたプレハブ鉄筋篭の成形方法に関するもの
である。[Detailed description of the invention] This invention crimps the main reinforcing bar from the inside of a pre-formed hoop iron material using a forming device,
The present invention relates to a method for forming a prefabricated reinforcing bar cage, which is characterized by welding the intersection of the main reinforcing bar and the hoop steel material.
従来、プレハブ鉄筋篭の成形は、所定の位置に
配置した主鉄筋群を自転させて、該主鉄筋群の周
囲にフープ鉄材を巻き、主鉄筋とフープ鉄材の交
接点を溶着したり、或いは主鉄筋群を固定してこ
の周囲にフープ鉄材を巻き、主鉄筋とフープ鉄材
の交接点を溶着したりしていたので、成形装置に
大がかりなものを必要とするばかりでなく、フー
プ鉄材として、例えば太径のフープ鉄筋を巻きた
い場合にも、装置の動力に限界があり不可能とな
るなどフープ鉄材に制限を受ける等種々の問題点
があつた。 Conventionally, prefabricated reinforcing bar cages are formed by rotating a main reinforcing bar group placed at a predetermined position, wrapping a hoop steel material around the main reinforcing bar group, and welding the intersection of the main reinforcing bar and the hoop steel material. In the conventional method, a group of reinforcing bars was fixed, a hoop was wrapped around the reinforcing bars, and the intersection points between the main reinforcing bars and the hoop were welded, which not only required large-scale forming equipment, but also Even when it is desired to wrap a large-diameter hoop reinforcing bar, there are various problems, such as being unable to do so due to limitations in the power of the device, and restrictions on hoop reinforcing materials.
然るにこの発明は、あらかじめフープ鉄材を成
形し、該フープ鉄材の内側に所定の主鉄筋を配置
し、該主鉄筋群をフープ鉄材側に拡開させ、主鉄
筋とフープ鉄材との交接点を溶着するようにした
ので、成形装置を簡素化すると共に、フープ鉄材
をあらかじめ成形するので、フープ鉄材の鉄筋径
などが制限されることがなく、前記従来の問題点
を解決したのである。尚、この発明によるプレハ
ブ鉄筋篭は鉄筋コンクリート構造柱又は梁部材或
いは現場打設基礎杭等に使用されるが、他部材と
の接合工法技術には従来の種々の技術を応用する
ことができる。又フープ鉄材には円形又は方形の
鋼管を截断(輪切り)したもの、帯鋼材を所定形
状に成形したもの、鉄筋を網状に溶着し、これを
加工したもの或いはフープ鉄材をスパイラル状に
成形したものなどが考えられる。 However, in this invention, a hoop iron material is formed in advance, predetermined main reinforcing bars are arranged inside the hoop iron material, the main reinforcing bars are expanded toward the hoop iron material, and the intersection points of the main reinforcing bars and the hoop iron material are welded. This simplifies the forming apparatus, and since the hoop iron material is formed in advance, there is no restriction on the reinforcing bar diameter of the hoop iron material, thus solving the problems of the prior art. The prefabricated reinforcing bar cage according to the present invention is used for reinforced concrete structural columns or beam members, foundation piles cast on site, etc., but various conventional techniques can be applied to join it with other members. Hoop iron materials include circular or rectangular steel pipes cut into rings, steel strips formed into a predetermined shape, reinforcing bars welded into a net shape and processed, or hoop iron materials formed into a spiral shape. etc. are possible.
即ちこの発明を実施例について説明すれば、軸
桿1に嵌装した管体2の外周に放射状に設けた複
数の案内管3,3に夫々支持腕4,4を摺動自在
に装着し、該支持腕4,4の先端に夫々主鉄筋
5,5を仮着すると共に、主鉄筋群の外側にあら
かじめ成形したフープ鉄材6を配置し(第1図お
よび第2図)、然る後、前記案内管3,3に装着
した支持腕4,4を適宜の方法により(例えば油
圧)突出させることにより(第3図)主鉄筋群を
拡開させ、フープ鉄材6に張力を与えると共に、
該フープ鉄材6が所定の形状になつた時点で、主
鉄筋5とフープ鉄材6の交接点を溶着してプレハ
ブ鉄筋篭7を成形する。上記実施例ではフープ鉄
材6には円形の鋼管を所定長さに截断したものを
使用したが、初めから方形となるように、方形の
鋼管を截断したものを使用することもできる。
又、フープ筋を環状としたもの、或いはフープ筋
又は帯鋼材をあらかじめスパイラル状に形成して
フープ鉄材とすることもできる。又、案内管3,
3の取付角度(相互の開き角度)を調整可能とし
て、プレハブ鉄筋篭の断面形状が方形、又は矩形
何れにも対応できるようにすることもできる。 That is, to explain this invention with reference to an embodiment, supporting arms 4, 4 are slidably attached to a plurality of guide tubes 3, 3, respectively, which are provided radially around the outer periphery of a tube body 2 fitted on a shaft rod 1. The main reinforcing bars 5, 5 are temporarily attached to the tips of the supporting arms 4, 4, respectively, and a pre-formed hoop iron material 6 is placed on the outside of the main reinforcing bars (FIGS. 1 and 2), and then, By protruding the support arms 4, 4 attached to the guide tubes 3, 3 by an appropriate method (for example, hydraulically) (Fig. 3), the main reinforcing bars are expanded, and tension is applied to the hoop iron material 6.
When the hoop iron material 6 has a predetermined shape, the intersection points of the main reinforcing bar 5 and the hoop iron material 6 are welded to form a prefabricated reinforcing bar cage 7. In the above embodiment, a circular steel pipe cut to a predetermined length was used as the hoop iron material 6, but a square steel pipe cut so as to be square from the beginning may also be used.
Further, the hoop reinforcement may be made into a ring shape, or the hoop reinforcement or the steel strip may be formed into a spiral shape in advance to form the hoop iron material. Also, the guide tube 3,
It is also possible to make the attachment angles (mutual opening angles) of 3 adjustable so that the cross-sectional shape of the prefabricated reinforcing bar basket can be either square or rectangular.
次に第5図および第6図に示した実施例は、前
記支持腕4の先端にピン9を設け、主鉄筋5a,
5aを保持するアタツチメント8の両端の長孔1
0に前記ピン9を移動可能に挿通させることによ
り第5図に示すようにアタツチメント8を前記支
持腕4に連結すると共に、主鉄筋群の外側にフー
プ鉄材6を配置し、然る後、前記同様、支持腕
4,4を突出させて、アタツチメント8,8およ
び主鉄筋5a,5aを互いに反対方向に拡開さ
せ、主鉄筋5aとフープ鉄材の交接点を溶着した
ものである。 Next, in the embodiment shown in FIGS. 5 and 6, a pin 9 is provided at the tip of the support arm 4, and the main reinforcing bars 5a,
Elongated holes 1 at both ends of attachment 8 that holds 5a
The attachment 8 is connected to the support arm 4 as shown in FIG. 5 by movably inserting the pin 9 through the steel hoop 6, and the hoop steel 6 is placed outside the main reinforcing bar group. Similarly, the support arms 4, 4 are made to protrude, the attachments 8, 8 and the main reinforcing bars 5a, 5a are expanded in mutually opposite directions, and the intersection points of the main reinforcing bars 5a and the hoop iron material are welded.
上記の実施例では主鉄筋群の拡開に際しては、
フープ鉄材が所定の形状に変形するまで行ない、
然る後溶着作業を行なつたが、フープ鉄材の外周
に外周限定枠装置を配置して、フープ鉄材の形状
を規定することもできる。即ち第7図に示すよう
に、予定方形断面の四隅に、主鉄筋5,5を拡開
させる支持腕4,4と対向するように当接部材1
1,11を配置しておき、フープ鉄材6の外周が
前記当接部材11,11に当接するまで支持腕
4,4の突出を行なうのである。 In the above example, when expanding the main reinforcement group,
Continue until the hoop iron material is deformed into the specified shape,
After that, welding work was performed, but the shape of the hoop iron material can also be defined by placing an outer circumference limiting frame device around the outer periphery of the hoop iron material. That is, as shown in FIG. 7, contact members 1 are placed at the four corners of the planned rectangular cross section so as to face the support arms 4, 4 that expand the main reinforcing bars 5, 5.
1 and 11 are arranged, and the support arms 4 and 4 are projected until the outer periphery of the hoop iron material 6 comes into contact with the contact members 11 and 11.
尚、前記当接部材11,11は、主鉄筋5とフ
ープ鉄材6を溶着する溶接機を組み込むことも可
能である。 Note that a welding machine for welding the main reinforcing bar 5 and the hoop iron material 6 may be incorporated into the abutment members 11, 11.
又、第8図に示すように主鉄筋群の外周に断面
円形に環体12を配置して、フープ鉄材の外周を
限定することもできる。この実施例では断面円形
に成形されるプレハブ鉄筋篭の実施例を示した
が、方形、矩形も同様に実施できることは勿論で
ある。 Further, as shown in FIG. 8, the outer circumference of the hoop iron material can be limited by arranging a ring body 12 with a circular cross section around the outer circumference of the main reinforcing bar group. In this embodiment, a prefabricated reinforcing bar cage formed to have a circular cross section is shown, but it goes without saying that a square or rectangular shape can be similarly implemented.
上記第7図および第8図に示した実施例のよう
に外周限定枠装置を用いると、従来より一般鉄筋
配筋に使用されているフープ筋でプレハブ鉄筋篭
を成形することもできる。即ち前記実施例ではル
ープ状又はスパイラル状のフープ鉄材を使用した
が、第9図に示すようにフープ筋13を巻曲げ
て、その両端部を重ねたフープ鉄材6aであつて
も、主鉄筋5を拡開の際、フープ鉄材6aの広が
りは外周限定枠装置で制限できるのである。 When the outer periphery limiting frame device is used as in the embodiment shown in FIGS. 7 and 8 above, it is also possible to form a prefabricated reinforcing bar basket using hoop bars conventionally used for general reinforcing bar arrangement. That is, in the above embodiment, a loop-shaped or spiral-shaped hoop iron material was used, but even if the hoop iron material 6a is made by winding the hoop reinforcement 13 and overlapping both ends as shown in FIG. When expanding, the spread of the hoop iron material 6a can be limited by the outer periphery limiting frame device.
次に第10図の実施例は軸桿1に嵌装した管体
2を摺動可能としたもので、管体2の外周には放
射状に3段の案内管3,3を設け、該案内管3,
3に夫々支持腕4を摺動自在に装着してある。こ
の実施例によれば、主鉄筋5群を全長に亘つて同
時に拡開させることなく、部分的に拡開させ、そ
の部分で主鉄筋5とフープ鉄材6bの交接点の溶
着を行ない、然る後、支持腕4と主鉄筋5の仮着
を解き管体2を実線矢示14の方向に管体2の長
さ宛移動させ、該部で再び支持腕4の先端に主鉄
筋5を碇着した後、主鉄筋5を拡開し、主鉄筋5
とフープ鉄材6bの溶着を行ない、順次この作業
を繰り返してプレハブ鉄筋篭を成形することがで
き、成形装置を簡単にすることもできる。 Next, in the embodiment shown in FIG. 10, a tube body 2 fitted on a shaft rod 1 is made slidable, and three stages of guide tubes 3, 3 are provided radially on the outer periphery of the tube body 2. tube 3,
A supporting arm 4 is slidably attached to each of the supporting arms 3. According to this embodiment, the main reinforcing bars 5 groups are not simultaneously spread over the entire length, but are partially spread, and the intersection points of the main reinforcing bars 5 and the hoop steel members 6b are welded at that part. After that, the temporary attachment of the support arm 4 and the main reinforcing bar 5 is released, the tube body 2 is moved in the direction of the solid line arrow 14 by the length of the tube body 2, and the main reinforcing bar 5 is anchored at the tip of the support arm 4 again at this point. After reaching the main reinforcing bar 5, expand the main reinforcing bar 5 and
The hoop iron material 6b is welded to the hoop iron material 6b, and this operation is repeated in order to form a prefabricated reinforcing bar cage, and the forming apparatus can also be simplified.
即ちこの発明によれば、あらかじめ成形したフ
ープ鉄材の内側に主鉄筋群を配置すると共に、こ
の主鉄筋群を拡開させて主鉄筋とフープ鉄材との
交接点を溶着してプレハブ鉄筋篭を成形するよう
にしたので、フープ鉄材の制限を受けることが無
く所定の断面性能を保有するプレハブ鉄筋篭を得
ることができると共に、成形装置を簡素化でき
る。また主鉄筋群をフープ鉄材の内側より押しつ
けることにより、フープ鉄材の形状を所定の形状
に成形することができるので、主鉄筋とフープ鉄
材とは密着し、溶接と相まつて堅固な鉄筋籠にな
るなどの諸効果がある。実施例として挙げていな
いが、フープ鉄材を溶着メツシユ材又はフープ筋
を斜に交差させたものなどにより構成することも
可能である。 That is, according to the present invention, a main reinforcing bar group is arranged inside a pre-formed hoop iron material, and the main reinforcing bar group is expanded and the intersection points of the main reinforcing bar and the hoop iron material are welded to form a prefabricated reinforcing bar cage. As a result, it is possible to obtain a prefabricated reinforcing bar cage having a predetermined cross-sectional performance without being subject to the limitations of the hoop iron material, and the forming apparatus can be simplified. In addition, by pressing the main reinforcing bars from the inside of the hoop steel, the shape of the hoop steel can be formed into a predetermined shape, so the main reinforcing bars and hoop steel come into close contact, and together with welding, it becomes a strong reinforcing bar cage. There are various effects such as. Although not mentioned as an example, the hoop iron material may be constructed of welded mesh material or hoop lines diagonally intersecting.
第1図はこの発明の実施例における成形前の断
面図、第2図は同じく一部を破切した正面図、第
3図は同じく成形完了時の断面図、第4図は同じ
く成形されたプレハブ鉄筋篭の一部斜視図、第5
図はこの発明の他の実施例における成形完了時の
断面図、第6図は同じく成形されたプレハブ鉄筋
篭の一部斜視図、第7図はこの発明の別の実施例
における成形完了時の断面図、第8図はこの発明
の更に別の実施例における成形完了時の断面図、
第9図はこの発明に使用するフープ鉄材の実施例
の平面図、第10図はこの発明の、主鉄筋群を部
分的に拡開できるようにした実施例における成形
前の一部を破切した正面図である。
1……軸桿、2……管体、3……案内管、4…
…支持腕、5,5a……主鉄筋、6,6a,6b
……フープ鉄材、7……プレハブ鉄筋篭、8……
アタツチメント、9……ピン、10……長孔、1
1……当接部材、12……環体、13……フープ
筋、14……実線矢示。
Fig. 1 is a cross-sectional view of an embodiment of the present invention before molding, Fig. 2 is a partially cutaway front view of the same, Fig. 3 is a cross-sectional view of the same when the molding is completed, and Fig. 4 is a cross-sectional view of the same when the molding is completed. Partial perspective view of prefabricated reinforcing bar basket, No. 5
The figure is a sectional view of another embodiment of this invention when forming is completed, FIG. 6 is a partial perspective view of a similarly formed prefabricated reinforcing cage, and FIG. 7 is another embodiment of this invention when forming is completed. A cross-sectional view, FIG. 8 is a cross-sectional view when molding is completed in yet another embodiment of the present invention,
Fig. 9 is a plan view of an embodiment of the hoop iron material used in this invention, and Fig. 10 is a partially cutaway view of an embodiment of the invention in which the main reinforcing bars can be partially expanded before forming. FIG. 1... shaft rod, 2... pipe body, 3... guide tube, 4...
...Support arm, 5, 5a...Main reinforcing bar, 6, 6a, 6b
... Hoop iron material, 7 ... Prefabricated reinforcing bar cage, 8 ...
Attachment, 9... Pin, 10... Long hole, 1
1... Contact member, 12... Annular body, 13... Hoop muscle, 14... Solid line arrow.
Claims (1)
フープ鉄材の内側所定位置へ、必要数の主鉄筋群
を配置した後、前記主鉄筋群を前記フープ鉄材の
内側から外側に向けて所定距離宛押し出し、前記
フープ鉄材の内壁と主鉄筋群とを当接させてフー
プ鉄材の外形を定めると共に、該当接部を溶着し
て鉄筋篭とすることを特徴としたプレハブ鉄筋篭
の成形方法。 2 フープ鉄材は鉄筋又は帯鋼材をあらかじめス
パイラル状に巻いて成形した特許請求の範囲第1
項記載のプレハブ鉄筋篭の成形方法。 3 フープ鉄材は断面円形又は方形の鋼管を截断
して成形した特許請求の範囲第1項記載のプレハ
ブ鉄筋篭の成形方法。 4 フープ鉄材の外形は、主鉄筋群の外側への移
動と、フープ鉄材の外側に設けた外周限定枠とに
よつて成形した特許請求の範囲第1項記載のプレ
ハブ鉄筋篭の成形方法。[Scope of Claims] 1. After arranging pre-formed hoop iron materials and arranging the necessary number of main reinforcing bars at predetermined positions inside the hoop iron materials, the main reinforcing bars are directed from the inside of the hoop iron materials to the outside. Forming of a prefabricated reinforcing bar cage, characterized in that the inner wall of the hoop reinforcing material and the main reinforcing bar group are brought into contact with each other to determine the outer shape of the hoop reinforcing material, and the relevant contact portions are welded to form a reinforcing bar cage. Method. 2 The hoop iron material is formed by pre-winding reinforcing bars or steel strips into a spiral shape.
Method for forming prefabricated reinforcing bar cages as described in section. 3. The method for forming a prefabricated reinforcing bar cage according to claim 1, wherein the hoop iron material is formed by cutting a steel pipe with a circular or square cross section. 4. The method for forming a prefabricated reinforcing bar cage according to claim 1, wherein the outer shape of the hoop iron material is formed by moving the main reinforcing bar group to the outside and by an outer circumference limiting frame provided on the outside of the hoop iron material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9004677A JPS5424265A (en) | 1977-07-27 | 1977-07-27 | Method of forming prefabbreinforcinggiron cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9004677A JPS5424265A (en) | 1977-07-27 | 1977-07-27 | Method of forming prefabbreinforcinggiron cage |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5424265A JPS5424265A (en) | 1979-02-23 |
| JPS6224169B2 true JPS6224169B2 (en) | 1987-05-27 |
Family
ID=13987679
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9004677A Granted JPS5424265A (en) | 1977-07-27 | 1977-07-27 | Method of forming prefabbreinforcinggiron cage |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5424265A (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS56169342A (en) * | 1980-05-31 | 1981-12-26 | Tanaka Kikinzoku Kogyo Kk | Bonding wire for semiconductor element |
| US4775512A (en) * | 1985-10-01 | 1988-10-04 | Tanaka Denshi Kogyo Kabushiki Kaisha | Gold line for bonding semiconductor element |
| JPH0762186B2 (en) * | 1985-10-01 | 1995-07-05 | 田中電子工業株式会社 | Gold wire for semiconductor element bonding |
| JPH05162115A (en) * | 1991-12-16 | 1993-06-29 | Teihiyuu Kk | Manufacture of reinforcing bar cage for concrete |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5037672A (en) * | 1973-08-06 | 1975-04-08 | ||
| JPS5080954A (en) * | 1973-11-22 | 1975-07-01 | ||
| JPS5180671A (en) * | 1975-01-10 | 1976-07-14 | Kobe Steel Ltd | KONKURIITOHOKYOYOKUMITATETETSUKINCHU HARITAIHENSEISOCHINIOKERU SHUTETSUKINHORUDA |
| JPS51122919A (en) * | 1975-04-18 | 1976-10-27 | Kobe Steel Ltd | Holder for main component in equipment for arranging composite reinforced pillars and beam bodies |
| JPS53133433U (en) * | 1977-03-29 | 1978-10-23 |
-
1977
- 1977-07-27 JP JP9004677A patent/JPS5424265A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5424265A (en) | 1979-02-23 |
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