JPS607102B2 - Connection method and joints for deformed bars for reinforcing bars - Google Patents
Connection method and joints for deformed bars for reinforcing barsInfo
- Publication number
- JPS607102B2 JPS607102B2 JP648480A JP648480A JPS607102B2 JP S607102 B2 JPS607102 B2 JP S607102B2 JP 648480 A JP648480 A JP 648480A JP 648480 A JP648480 A JP 648480A JP S607102 B2 JPS607102 B2 JP S607102B2
- Authority
- JP
- Japan
- Prior art keywords
- joint
- bars
- irregularly shaped
- temporarily
- constituent members
- 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
- 238000000034 method Methods 0.000 title claims description 12
- 230000003014 reinforcing effect Effects 0.000 title claims description 12
- 239000000470 constituent Substances 0.000 claims description 11
- 239000000463 material Substances 0.000 description 27
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 11
- 235000017491 Bambusa tulda Nutrition 0.000 description 11
- 241001330002 Bambuseae Species 0.000 description 11
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 11
- 239000011425 bamboo Substances 0.000 description 11
- 235000018185 Betula X alpestris Nutrition 0.000 description 7
- 235000018212 Betula X uliginosa Nutrition 0.000 description 7
- 239000002023 wood Substances 0.000 description 7
- 238000003466 welding Methods 0.000 description 6
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 230000001788 irregular Effects 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 241000345998 Calamus manan Species 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 235000012950 rattan cane Nutrition 0.000 description 2
- DSSYKIVIOFKYAU-XCBNKYQSSA-N (R)-camphor Chemical compound C1C[C@@]2(C)C(=O)C[C@@H]1C2(C)C DSSYKIVIOFKYAU-XCBNKYQSSA-N 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 244000082946 Tarchonanthus camphoratus Species 0.000 description 1
- 235000005701 Tarchonanthus camphoratus Nutrition 0.000 description 1
- 241000270666 Testudines Species 0.000 description 1
- 241000219995 Wisteria Species 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000005242 forging Methods 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 230000003449 preventive effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
Description
【発明の詳細な説明】
この発明は、鉄筋用異形榛材の接続を簡易に実現する方
法と、その接続の実現に使用される継手とに関するもの
である。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for easily realizing the connection of deformed beams for reinforcing bars, and a joint used for realizing the connection.
ところで「鉄筋用異形榛材の突合せ接続を実現する方法
には、溶接手段によるものと、継手を使用するものとが
ある。By the way, there are two ways to achieve butt connection of deformed steel bars for reinforcing bars: one is by welding, and the other is to use joints.
然して上記の突合せ接続は、鉄筋構築現場で行なわれる
のが通例であるため、溶接手段によるときは「熔接機や
熔接用電源を用意し、溶接に充分熟練した作業員を配置
しなければならない不便さがあるが、継手を使用すると
きは、比較的簡単な手工具を用意するだけで、さほどの
熟練を要することもなく、その懐織を実現できる利点が
ある。However, since the above-mentioned butt connections are usually performed at reinforcing bar construction sites, when using welding methods, it is inconvenient to prepare a welding machine, a welding power source, and to deploy workers who are sufficiently skilled in welding. However, when using a joint, there is an advantage in that it can be accomplished by simply preparing a relatively simple hand tool and without requiring much skill.
一方、このような突合せ接続を実現する継手には、大別
して、当初から一体に成形された軸方向に長い筒状のも
のと、使用時に向かい合わせて結合一体化させるべく藤
方向に沿い二つ割された形状のものとがあるが、いずれ
にしてもこれら継手の異形極材へ接する内面には、軸万
向への引張荷重に対して充分な接続強度が得られるよう
にするため〜榛材表面のフシと通称される突条へ係合さ
せるための凹遥か「その突条に合わせて形成されている
。従って上記した筒状の継手では「内面の凹溝を樺材表
面の突条へ確実に係合させるため「その適用対象がネジ
榛形の異形榛材に限られ「雄ネジ形状以外の突条をもっ
た他の異形榛材には適用し得ない欠点がみられる。On the other hand, there are two types of joints that realize this kind of butt connection: those that are cylindrical and long in the axial direction, which are integrally molded from the beginning, and those that are two cylindrical joints that are axially long and that are joined together facing each other during use. Some of these joints have a split shape, but in any case, the inner surface of these joints in contact with the irregularly shaped pole material has a split shape in order to obtain sufficient connection strength against tensile loads in all axial directions. A recess is formed to fit the protrusion on the surface of the material, commonly called a ridge.Therefore, in the above-mentioned cylindrical joint, the groove on the inner surface is connected to the protrusion on the surface of the birch material. In order to ensure reliable engagement, the application is limited to irregularly shaped rods with threaded ridges, and has the disadvantage that it cannot be applied to other irregularly shaped rods with protrusions other than male threads.
然もこの筒状継手は、上記の適用対象に応じて「雄ネジ
形状の凹溝を内面に備えたネジ継手構造としなければな
らないため「能率的な製造の困難と材料ロスの発生とに
災いされて、生産コストが高くつく欠点を有し、また使
用時には、軸方向の遊びに対処してもロックナットを併
用し或は構造用接着剤を注入して固着しなければならな
いため、必ずしも異形樺村の接続作業を簡易化するもの
でない。これに対して前記した二つ割形状の継手では「
棒状表面の突条がいかなる形状のものであっても、内面
の凹溝がその突条に合わせて形成されている限り、この
突条へ容易確実に係合させることができ、従って適用対
称も、ネジ榛形のものを含む各種の異形樺村に拡大でき
る利点がみられる。However, depending on the application target mentioned above, this cylindrical joint must have a threaded joint structure with a male thread-shaped concave groove on the inner surface, resulting in difficulties in efficient manufacturing and material loss. However, it has the drawback of high production costs, and when used, it is necessary to use a lock nut or inject structural adhesive to fix it even if play in the axial direction is dealt with, so it is not always possible to create an irregular shape. It does not simplify the Kabamura connection work.On the other hand, the above-mentioned two-split joint does not simplify the connection work.
Regardless of the shape of the protrusion on the rod-like surface, as long as the groove on the inner surface is formed to match the protrusion, it can be easily and reliably engaged with the protrusion, and therefore, the application is also symmetrical. , it has the advantage of being able to be expanded to various irregularly shaped Kabamuras, including those with Neji-Hingata.
然もこの二つ割継手は「内面の凹溝の形状如何に拘らず
、塑性加工のみで圧造成形し得るため〜材料ロスのない
能率的な製造が可能であり「従って生産コストを大中に
抑制し得る利点もある。然し乍ら、この継手を使用する
に際しては勺 2本の異形榛材を突合せ状態に保ち乍ら
「その突合せ個所を両側から挟むようにみて、2個の継
手構成部村を向い合せに添わせ、且つ各部材の内面の凹
溝を上記各様材表面の突条へ正しく係合させつつ、それ
ら両部材を適当な結合手段で結合一体化させなければな
らないため、異形榛材の接続作業を非常に煩雑なものと
する欠点がみられる。本発明は、鉄筋用異形榛材の突合
せ接続に関連した上記のような従来の問題点に対処する
ため、その接続を鉄筋構築現場で簡易に実現させ得るよ
うな接続方法と、この方法の実施を可能にするような継
手とを提供せんとするものである。However, this split joint "can be formed by forging only by plastic working, regardless of the shape of the groove on the inner surface, so efficient manufacturing without material loss is possible." However, when using this joint, it is important to keep the two irregularly shaped pieces of wood abutting each other, and while holding the butt point from both sides, Because it is necessary to connect and integrate these two members with an appropriate connecting means while aligning them facing each other and properly engaging the grooves on the inner surface of each member with the protrusions on the surface of each of the above-mentioned materials, it is necessary to This invention has the disadvantage of making the connection work of reinforcing bars very complicated.In order to deal with the above-mentioned conventional problems associated with butt connections of irregularly shaped beams for reinforcing bars, the present invention aims to solve the above-mentioned problems in connection with butt connections of irregularly shaped beams for reinforcing bars. The object of the present invention is to provide a connection method that can be easily implemented on-site, and a joint that makes it possible to implement this method.
即ち本発明に係る接続方法は「 コンクリートなどで予
め支持されている方の異形榛材の接続端へ、二つ割形状
の継手を構成する2個一組の継手構成部材の片方をまず
仮固定した後トこの継手構成部材へ「突合せ接続しよう
とする方の異形榛材の接続端をあてがい、残る片方の継
手構成部材を、両藤材の各接続端へ添わせ乍ら、先の仮
固定した継手構成部材と結合一体化させて、異形榛材の
突合せ接続を実現させるようにしたものである。また本
発明に係る継手は、使用時に向かい合わせて結合一体化
させるべく鞄方向に沿い二つ割されたような形状の2個
一組なる異形榛材構成部村と、接続しようとする2本の
異形極材のいずれか一方の接続端へ上記両継手構成部材
のいずれか片方を仮固定する手段とからなり、両継手構
成部材が結合一体化されるまでの間は、仮固定されない
方の継手構成部材が、接続作業を妨げない範囲内で、上
記の仮題定手段により仮保持されているようにしたもの
である。以下、これら両発明の詳細を図面に示す実施例
について説明する。図に於て19 2は突合せ接続され
る鉄筋用異形藤材である。That is, the connection method according to the present invention is as follows: First, one of the two joint constituent members constituting the two-split joint is temporarily fixed to the connecting end of the deformed bamboo material that is supported in advance by concrete or the like. After that, place the connecting end of the odd-shaped bamboo material that is to be butt-connected on this joint component, and attach the remaining joint component to each connecting end of both rattan materials, while temporarily fixing the first one. The joint according to the present invention can be integrated with the joint component members that have been connected to each other to achieve butt connection of irregularly shaped pieces of material.Furthermore, the joint according to the present invention is designed to connect two parts along the direction of the bag so that they can be joined and integrated while facing each other during use. Temporarily attach one of the two joint components to the connection end of one of the two irregularly shaped pole materials to be connected. and fixing means, and until both joint components are joined and integrated, the joint component that is not temporarily fixed is temporarily held by the above-mentioned provisional title means to the extent that it does not interfere with the connection work. The details of both of these inventions will be described below with reference to the embodiments shown in the drawings. In the drawings, reference numeral 192 indicates deformed rattan material for reinforcing bars to be butt-connected.
これら両榛材1,2の各表面には、フシと称される突条
亀a,2aが、藤方向に対して一定のピッチで形成され
ている。これらの両突条la,2aは、円周方向に一周
するものを図例の如く半周ずつ半ピッチ差で軸方向へず
らせた形状に形成される場合のほか「円周方向へ環状に
連続した形状に形成される場合もあり、或いはまた鞠方
向へ螺旋状に連続した雄ネジ形状に形成される場合もあ
る。なお図例の榛材表面には〜スジとも称すべき鞠方向
に沿った突条量b,2bが、前記の突条la? 2aに
加えて形成されている。かかる両榛材のうちでト一方の
樺材亀は、予めコンクリート3に埋入されるか或は他の
手段を用いて支持されており、この樺村1の先端へ、他
方の榛材2の一端が「次のような継手を用いて「軸万向
に連続する如く突合せ接続されるものとする。即ちこの
継手は、軸万向に長い筒状の継手全体を鞠方向に沿い二
つ割したような形状の2個一組なる継手構成部村4,5
からなり、使用時に於て向合せに結合一体化されること
を前提としている。これら両部材亀,5の各内面には、
前記両榛材の各突条la? 2aと合致するような形状
の凹溝亀a,5aかもそれらの各突条と同じ配置で形成
されており、必要に応じては、結合一体化されたとき継
手内径よりも大径の空洞部分を構成し得るような凹所4
b,5bが、上記各内面の中程へ図例の如く形成される
こともある。これらの継手構成部材4,5からなる継手
には、一方の異形榛材1の接続端へ片方の継手構成部材
4を仮固定するための手段が備えられている。On each surface of these two wicker materials 1 and 2, protruding ridges a and 2a called hooks are formed at a constant pitch with respect to the wisteria direction. These protrusions la and 2a may be formed in the shape of one circumferentially circumferential line and shifted in the axial direction by half a pitch difference by half a circumference as shown in the figure, or they may be formed in a shape that is continuous in an annular shape in the circumferential direction. In some cases, it is formed into a shape, or in other cases, it is formed into a male screw shape that continues spirally in the direction of the mari.The surface of the bamboo wood in the example shown in the figure has protrusions along the direction of the mari, which can also be called ~stripes. The striations b and 2b are formed in addition to the above-mentioned protrusions la and 2a. Among these two birch materials, one of the birch materials is embedded in the concrete 3 in advance or One end of the other bamboo material 2 is butt-connected to the tip of the birch 1 using a joint such as the one described below so as to be continuous in all axial directions. In other words, this joint consists of two joint component parts 4 and 5 each having a shape in which the entire cylindrical joint, which is long in all directions of the axis, is divided into two parts along the ball direction.
It is assumed that they will be connected and integrated facing each other during use. On each inner surface of these two member turtles, 5,
Each protrusion la of the above-mentioned Ryohin wood? The concave grooves a and 5a, which are shaped to match 2a, are also formed in the same arrangement as their respective protrusions, and if necessary, a hollow portion with a larger diameter than the inner diameter of the joint when integrated A recess 4 that can constitute
b, 5b may be formed in the middle of each inner surface as shown in the figure. The joint consisting of these joint members 4 and 5 is provided with means for temporarily fixing one joint member 4 to the connecting end of one of the irregularly shaped pieces 1.
この手段は、向かい合わせた両部材4,5の外周をそれ
らの一端に近い個所で取り囲む環体6と、これの1個所
に半径方向へ貫通する如くねじ込まれた止めネジ7とか
らなり、且つその環体6は、止めネジ7の位置と全く反
対側の部分で、仮固定しようとする方の継手構成部材4
に対して、予め熔接8などにより固着されている。これ
に対して残る片方の継手構成部材5は、上記の止めネジ
7と対応する個所に、該ネジよりも少し大径のネジ通し
孔9を有し、環体6の内方でこの孔9へ止めネジ7を挿
し通すことにより、仮固定される継手構成部村4と向い
合せに仮保持されるようになっている。然して上記の環
体6は、継手構成部材4,5の片方に固着されて残る片
方を仮保持する態勢に於ても、それら両部材4,5間へ
の異形樟材1,2の軸方向に対する自由な挿入を可能な
らしめるため、止めネジ7の長さ方向に充分な余裕がも
たせられ、両部材4,5間の間隔を最4・眼必要な範囲
まで拡げ得るようになっている。また図例の環体6は、
継手構成部材4,5の各外周面に形成された環体溝4c
,5cへ係合され、もしくは係合され得るようになって
いるが、これらの環状溝は必ずしも必要ではない。なお
、継手構成部材4,5の結合一体化には、公知の手段が
採用されるものとし、図例ではUボルト10aと押え板
10bからなる締め具10が両端2個所に使用されてい
る。This means consists of an annular body 6 surrounding the outer peripheries of the opposing members 4 and 5 at a location near one end thereof, and a set screw 7 screwed into one location of the annular body so as to penetrate in the radial direction. The ring body 6 is located on the completely opposite side of the position of the set screw 7, and is located on the joint component 4 to be temporarily fixed.
It is fixed in advance by welding 8 or the like. On the other hand, the remaining joint component 5 has a screw through hole 9 with a slightly larger diameter than the set screw 7 at a location corresponding to the set screw 7, and this hole 9 is located inside the ring body 6. By inserting the set screw 7 therethrough, it is temporarily held facing the joint component village 4 to be temporarily fixed. However, even when the ring body 6 is fixed to one of the joint constituent members 4 and 5 and temporarily holds the remaining one, the irregularly shaped camphor wood 1 and 2 are not allowed to move in the axial direction between the two members 4 and 5. In order to enable free insertion into the eye, a sufficient margin is provided in the length direction of the set screw 7, so that the distance between the two members 4 and 5 can be increased to the maximum required range. In addition, the ring body 6 in the illustrated example is
Annular groove 4c formed on each outer peripheral surface of joint component members 4 and 5
, 5c, but these annular grooves are not necessarily required. Incidentally, a known means is used to integrate the joint components 4 and 5, and in the illustrated example, fasteners 10 consisting of a U-bolt 10a and a presser plate 10b are used at two locations on both ends.
従ってこのUボルト10aを位置決めするため、図例で
は各継手構成部材4,5の両端外周面に環状溝4d,5
dが夫々形成されているが、これらの環状溝もまた、必
ずしも必要ではない。上記したような継手による異形極
村1,2の突合せ接続は、次のようにして実現される。Therefore, in order to position this U-bolt 10a, annular grooves 4d and 5 are formed on the outer peripheral surfaces of both ends of each joint component member 4 and 5 in the illustrated example.
d are formed respectively, but these annular grooves are also not necessarily required. The butt connection of the irregularly shaped pole panels 1 and 2 using the joint as described above is realized in the following manner.
まず一部分もしくは大部分がコンクリート3で固められ
、或は他の手段でしっかりと支持されている異形榛材1
の先端、即ち接続端(図例では上端)へ、環体6が固着
されている方の継手構成部材4と、その環体の止めネジ
7で仮保持されている継手構成部材5とを、両者が向か
い合い且つ間隔が最大限に拡げられた状態で、鞠方向に
約半分長だけ俄合させ、前者の部材4を上記陣材1の接
続端へ添わせて、内面の凹溝4aを榛材表面の突条la
に正しく係合させ乍ら、止めネジ7をねじ込む。すると
、このネジ7の先端が、榛材1の表面を部材4とは反対
の側から押圧するため、その部材4は、第1,2図に示
す如く、該ネジと環体6とによって、榛材1の接続端へ
仮固定される。なおこのときの残る片方の部材5は、ネ
ジ通し孔9を貫通している上記止めネジ7によって仮保
持され、第1,2図に示す如く、仮固定された都材4に
向かい合っている。次いで、上記の異形榛材1に突合せ
接続すべき異形榛材2の一端、即ち接続端(図例では下
端)を、向かい合っている両継手部村4,5間の内部へ
、残りの約半分長に相当する深さまで挿入した後、この
接続端を、仮固定されている部材4の内面に添わせて、
内面の凹溝4aに榛材表面の突条2aを正しく係合させ
乍ら、仮保持されている方の部材5を、両棲材1,2の
各接続端へ添わせて、該部村内面の凹溝5aを両棲材表
面の各突条la,2aに正しく係合させる。First, the irregularly shaped bamboo material 1 is partially or mostly solidified with concrete 3 or firmly supported by other means.
, the joint component 4 to which the ring body 6 is fixed, and the joint component 5 temporarily held by the set screw 7 of the ring body, to the tip, that is, the connection end (in the example, the upper end), With the two facing each other and with the gap widened to the maximum, align them by about half their length in the direction of the ball, align the former member 4 with the connecting end of the above-mentioned member 1, and make the groove 4a on the inner surface. Projections la on the material surface
screw in the setscrew 7 while properly engaging the screws. Then, since the tip of this screw 7 presses the surface of the bamboo wood 1 from the side opposite to the member 4, the member 4 is moved by the screw and the ring body 6, as shown in FIGS. 1 and 2. It is temporarily fixed to the connection end of the bamboo wood 1. At this time, the remaining member 5 is temporarily held by the setscrew 7 passing through the screw hole 9, and faces the temporarily fixed cover material 4, as shown in FIGS. 1 and 2. Next, one end, that is, the connecting end (in the example, the lower end) of the irregular shaped timber 2 to be butt-connected to the irregular shaped timber 1, is inserted into the interior between the two opposing joint sections 4 and 5, and the remaining approximately half is inserted. After inserting it to a depth corresponding to the length, align this connecting end with the inner surface of the temporarily fixed member 4,
While correctly engaging the protrusions 2a on the surface of the bamboo material with the grooves 4a on the inner surface, place the temporarily held member 5 onto each connecting end of the material 1 and 2, and then press the inner surface of the part. The concave grooves 5a are properly engaged with the protrusions la and 2a on the surface of the amphibious material.
然してこの間における片方の部材4は、一方の藤村1へ
既に仮題定されているため、特に手で支える必要がなく
、また残る片方の部材5は、榛材2の挿入時にはこれを
邪魔せず、挿入後に於ては、ネジ通し孔9が止めネジ7
より大径とされているため、捧材1,2の方へ容易に寄
せることができる。然る後、図例に示すような締め臭1
0などを用いて、両継手構成部材4,5を向い合せに結
合一体化させると、2本の異形榛材1,2は、第3,4
図に示す如く、夫々の接続端が上記両部材4,5で強く
抱きしめられて、曲げ方向荷重に対し充分な接続強度を
示すよう突合せ後続され、鞠方向への引張荷重に対して
も充分な接続強度を示すことになる。以上の如く「本発
明に係る接続方法は、二つ割形状の継手を用いる接続方
法に於て、その継手を構成する2個一組の継手構成部材
の片方を、まず一方の異形樺材の接続端へ仮固定した後
、この継手構成部材へ他方の異形榛材の接続端をあてが
いつつ、残る片方の継手構成部材をそれら両榛材の各接
続端へ添わせて、これらの両継手構成部村を向い合せに
結合一体化させるようにしたものであるから、二つ副形
状の継手が有する利点、即ち各種の異形榛材を適用対象
となし得て然も安価である点を充分に活かし乍ら「異形
樺材の突合せ接続を、鉄筋構築現場でも簡易に実現し得
〜従来に比べ接続作業の煩雑化を回避し得て、能率的な
作業の進行を図り得る効果が期待できる。また本発明に
係る継手は、使用時に向かい合わせて結合一体化させる
べく鞠方向に沿い二つ割したような形状の2個一組なる
継手構成部材と「突合せ接続すべき2本の異形横村のい
ずれか一方の接続端へ上記両部材のいずれか片方を仮固
定する手段とからなり、且つそれらの両部材が結合一体
化されるまでは、仮固定されない方の部材を、仮固定さ
れる方の部材から少し離れて向かい合わせる状態に「上
言己の仮固定手段で仮保持させるようにしたものである
から、継手構成部材内面の凹溝の形状を変えるだけで、
各種の異形隣村を適用対象となしし得、これら樺材の接
続作業に際してはト両継手構成部材の片方を仮固定し残
る片方を仮保持することにより、前記した本発明の接続
方法を容易に実施させ得て、簡単な手工臭以外を要する
ことなしに異形漣材の突合せ接続を実現し得、然も仮固
定されない方の継手構成部材の分離脱落を防止して、該
部材の粉失を予防し得る等の効果が期待できる。However, since one of the members 4 between them has already been tentatively assigned to the other Fujimura 1, there is no need to support it by hand, and the remaining member 5 does not interfere with the insertion of the bamboo wood 2. After insertion, the screw through hole 9 is inserted into the set screw 7.
Since it has a larger diameter, it can be easily moved toward the tribute materials 1 and 2. After that, a tightening odor 1 as shown in the illustration
0 etc., when the two joint constituent members 4, 5 are joined and integrated facing each other, the two irregularly shaped beam members 1, 2 are connected to the third and fourth joint members.
As shown in the figure, each connection end is strongly held by both members 4 and 5, and the connection ends are butted together so as to exhibit sufficient connection strength against the bending direction load, and also have sufficient connection strength against the tensile load in the direction of the ball. This indicates the strength of the connection. As mentioned above, the connection method according to the present invention is a connection method using a split-shaped joint, in which one of the two joint constituent members constituting the joint is first connected to one of the irregularly shaped birch members. After temporarily fixing it to the connecting end, while applying the connecting end of the other irregularly shaped shim material to this joint component, the remaining one of the joint components is attached to each connecting end of both of the shims, and these two joint configurations are completed. Since the joints are made to face each other and are integrated, the advantages of a joint with two sub-shapes, namely, that it can be applied to various irregularly shaped bamboo materials and are inexpensive, can be fully utilized. By utilizing this method, it is possible to easily butt connect irregularly shaped birch materials even at reinforcing steel construction sites. Compared to conventional methods, the complexity of the connection work can be avoided and the work can be carried out more efficiently. In addition, the joint according to the present invention has two joint constituent members that are cut in half along the ball direction so that they can be joined and integrated while facing each other during use, and two irregularly shaped Yokomura parts that are to be butt-connected. means for temporarily fixing either one of the above-mentioned members to one of the connecting ends, and until the two members are combined and integrated, the member that is not temporarily fixed is fixed to the one that is temporarily fixed. Since the above-mentioned temporary fixing means is used to temporarily hold the joint member facing each other at a slight distance from the member, it is possible to simply change the shape of the groove on the inner surface of the joint component.
The connecting method of the present invention can be applied to various types of irregularly shaped trees, and when connecting these birch materials, the above-described connecting method of the present invention can be easily carried out by temporarily fixing one side of the two joint components and temporarily holding the remaining one. It is possible to realize the butt connection of irregularly shaped pieces without requiring anything other than simple manual labor, and also prevents the parts of the joint that are not temporarily fixed from separating and falling off, thereby preventing the loss of powder from these parts. It can be expected to have preventive effects.
第1図本発明の実施例を示す酸続途中の欠戦側面図〜第
2図は第亀図のA−A線よりみた断面図L第3図は接続
完了後の欠戦説明図、第4図は第3図のB−B線よりみ
た断面図である。
a,2・・…・異形榛材、la字 2a……突条、鴇9
5・…・〇継手構成部材、4a,5a・・・・・・凹
溝、6……環体ト7……止めネジ「9……ネジ通し孔、
首Q……締め具。
翼Z図
第4麹
筆ゾー灘
第3図Figure 1 is a side view of the disconnection during connection, showing an embodiment of the present invention. Figure 2 is a sectional view taken along line A-A in Figure 3. FIG. 4 is a sectional view taken along line B--B in FIG. 3. a, 2...Irregular-shaped bamboo wood, la letter 2a...projection, toki 9
5...〇 Joint component, 4a, 5a... Concave groove, 6... Ring body 7... Set screw "9... Screw through hole,
Neck Q... Fastener. Tsubasa Z Diagram 4 Koji Fude Zo Nada Diagram 3
Claims (1)
る2個一組の継手構成の片方を、突合せ接続すべき2本
の異形棒材における一方の接続端へ仮固定した後、その
継手構成部材へもう一方の異形棒材の接続端をあてがい
つつ、残る片方の継手構成部材をそれら両異形棒材の各
接続端へ添わせて、これらの両継手構成部材を向い合せ
に結合一体化させるようにしたことを特徴とする鉄筋用
異形棒材の接続方法。 2 使用時に向かい合わせて結合一体化させるべく軸方
向に沿い二つ割したような形状を有し、且つ夫々の内面
には突合せ接続すべき2本の異形棒材における各表面の
突条に係合させ得る凹溝が形成された2個一組の継手構
成部材と、いずれか片方の継手構成部材を一方の異形棒
材の接続端へ仮固定する手段とからなり、上記の両継手
構成部材が結合一体化されるまでは、仮固定されない方
の継手構成部材が、仮固定される方の継手構成部材と少
し離れて向かい合う状態に、上記の仮固定手段で仮保持
されるようにしたことを特徴とする鉄筋用異形棒材の継
手。 3 仮固定手段が、向かい合う2個一組の継手構成部材
を取り囲むようにして片方の継手構成部材の一端近くに
固着された環体と、この環体が固着された方の継手構成
部材に向かって貫通する如く該環体にねじ込まれた止め
ネジとで構成され、且つその環体には、向かい合う両継
手構成部材間の間隔を少し拡げ得るだけの余裕がもたせ
られていることを特徴とする特許請求の範囲第2項に記
載された鉄筋用異形棒材の継手。 4 環体が固着されない方の継手構成部材に、その環体
へねじ込まれた止めネジよりも少し大径のネジ通し孔が
設けられ、該孔へ挿し通された上記止めネジによって、
この継手構成部材が仮保持されるようにしたことを特徴
とする特許請求の範囲第2項及び第3項に記載された鉄
筋用異形棒材の継手。[Claims] 1. One side of a set of two joints constituting a joint shaped like two halves along the axial direction is attached to one connecting end of two irregularly shaped bars to be butt-connected. After temporarily fixing, while applying the connecting end of the other irregularly shaped bar to the joint component, the remaining joint component is attached to each connecting end of both of the irregularly shaped bars, and then both joint components are attached. A method for connecting deformed bars for reinforcing bars, characterized in that they are joined and integrated facing each other. 2 It has a shape that is split into two parts along the axial direction so that they can be joined together facing each other during use, and each inner surface has a ridge on each surface of the two irregularly shaped bars that are to be butt-connected. It consists of a set of two joint constituent members each having a concave groove that can be fitted together, and a means for temporarily fixing one of the joint constituent members to the connecting end of one of the irregularly shaped bars, and the above-mentioned two joint constituent members Until the joint components are combined and integrated, the joint component that is not temporarily fixed is temporarily held by the above temporary fixing means in a state facing the joint component that is temporarily fixed at a slight distance. A joint for deformed bars for reinforcing bars featuring the following. 3. The temporary fixing means includes an annular body fixed near one end of one of the joint constituent members so as to surround a pair of opposing joint constituent members, and a ring body fixed toward the joint constituent member to which the ring body is fixed. and a set screw screwed into the annular body so as to pass through the joint, and the annular body is characterized in that the annular body has enough room to slightly increase the distance between the opposing joint components. A joint for deformed bars for reinforcing bars as set forth in claim 2. 4. A screw hole with a slightly larger diameter than the set screw screwed into the ring body is provided in the joint component to which the ring body is not fixed, and the set screw inserted into the hole allows
A joint for deformed bars for reinforcing bars as set forth in claims 2 and 3, characterized in that the joint component is temporarily held.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP648480A JPS607102B2 (en) | 1980-01-22 | 1980-01-22 | Connection method and joints for deformed bars for reinforcing bars |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP648480A JPS607102B2 (en) | 1980-01-22 | 1980-01-22 | Connection method and joints for deformed bars for reinforcing bars |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS56105051A JPS56105051A (en) | 1981-08-21 |
| JPS607102B2 true JPS607102B2 (en) | 1985-02-22 |
Family
ID=11639744
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP648480A Expired JPS607102B2 (en) | 1980-01-22 | 1980-01-22 | Connection method and joints for deformed bars for reinforcing bars |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS607102B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59224756A (en) * | 1983-06-04 | 1984-12-17 | 株式会社長谷川工務店 | Upport jig of reinforcing iron |
-
1980
- 1980-01-22 JP JP648480A patent/JPS607102B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS56105051A (en) | 1981-08-21 |
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