JP5077855B1 - A method of mounting the cross-joining metal fitting and the cross-joining metal fitting. - Google Patents

A method of mounting the cross-joining metal fitting and the cross-joining metal fitting. Download PDF

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JP5077855B1
JP5077855B1 JP2011233369A JP2011233369A JP5077855B1 JP 5077855 B1 JP5077855 B1 JP 5077855B1 JP 2011233369 A JP2011233369 A JP 2011233369A JP 2011233369 A JP2011233369 A JP 2011233369A JP 5077855 B1 JP5077855 B1 JP 5077855B1
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義信 林
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株式会社恵信工業
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Abstract

【課題】 鉄筋篭を無溶接で組立てる交差接合金具の取付け方法とその交差接合金具の改善を図ること。
【解決手段】 掛止部と一対の内締め交差支持部と一対の締付けネジ部を連続形成した内締め交差接合金具本体と取付け座金とナットを有する内締め交差接合金具で、縦主筋にフープ筋または補強枠を交差接合して鉄筋篭を無溶接で組立て、該交差部を中心に上側の縦主筋に掛止部を係止し、下側の縦主筋に締付けネジ部と取付け座金を介して螺着締付けする交差接合金具の取付け方法と、その締付けのとき取付け座金が縦主筋を中心に左右に各約6度乃至約9度の範囲で湾曲させて取付ける方法と、交差接合するとき外締め交差支持部の正面が略レ状から略U字状に変形させて螺着締付けする取付ける方法と、交差接合するとき縦主筋の巾に対応した略レ状に形成した外締め交差接合金具と、補強枠またはフープ筋の巾と略同巾に内締め交差支持部を形成した交差接合金具。
【選択図】図1
PROBLEM TO BE SOLVED: To improve a cross-joint fitting method for attaching a cross-joint bracket for assembling a reinforcing bar without welding.
SOLUTION: An inner fastening cross joint metal body having a latch part, a pair of inner fastening cross support parts, and a pair of tightening screw parts continuously formed, an inner fastening cross joint metal fitting having a mounting washer and a nut. Alternatively, the reinforcing frames are cross-joined to assemble the rebar rods without welding, and the latching part is locked to the upper vertical main bar around the crossing part, and the lower vertical main bar is connected via the fastening screw part and the mounting washer A method of attaching the cross-jointed metal fittings to be screwed, a method of attaching the mounting washer by bending it in the range of about 6 degrees to about 9 degrees to the left and right around the longitudinal main bars, and an external tightening when cross joining A method of attaching the front of the cross support part by deforming from a substantially L shape to a substantially U shape and screwing and fastening, and an outer fastening cross joint metal fitting formed in a substantially L shape corresponding to the width of the longitudinal main bar when cross joining, The inner frame intersects with the width of the reinforcing frame or hoop line. Cross-jointed metal fitting that forms a support.
[Selection] Figure 1

Description

本発明は、場所打ちコンクリート杭で使用される無溶接で組立てる鉄筋籠の主筋と、フープ筋及び補強枠とを交差接合する交差接合金具の取付け方法及びその交差接合金具に関する。  The present invention relates to a method for attaching a cross-joining metal fitting for cross-joining a main bar of a reinforcing bar to be assembled without welding used in a cast-in-place concrete pile, a hoop bar and a reinforcing frame, and the cross-joining metal fitting.

従来、鉄筋篭の組立は、柱状に配置した複数の縦主筋と環状または角状のフープ筋を格子状に組み合わせて、交差接合金具及び結束線と溶接などで円柱状または角柱状の鉄筋籠の組立体を、その建込み近くで組立治具などを使用して横組みすることが一般的に行われている。  Conventionally, assembling of reinforcing bar rods consists of a combination of a plurality of longitudinal main bars arranged in a columnar shape and an annular or rectangular hoop bar in a lattice shape, and a cylindrical or prismatic reinforcing bar rod is formed by cross-connecting metal fittings and binding wires and welding. In general, the assembly is horizontally assembled using an assembly jig or the like near the erection.

そして、耐震基礎などに使用される鉄筋篭の主筋は、通常、太い主筋を横長の状態で、円柱状または角柱状に横組みされ、その組み上がった鉄筋籠をクレーンにより吊り上げると共に縦に起立状態に吊り起こし、縦の状態で場所打ちコンクリート杭に挿入するが、その釣支、吊り上げたとき、該太い主筋の高重量により鉄筋籠が撓み、捻れなどの変形を生じ、その変形と鉄筋篭を設置したときの座掘変形などの防止用に補強枠を使用している。  The main bars of rebar rods used for earthquake-resistant foundations are usually horizontally assembled in a columnar or prismatic shape with thick main bars in a horizontally long state, and the assembled rebar rods are lifted by a crane and are vertically upright Suspended and placed in a cast-in-place concrete pile in a vertical state, but when the fishing support is lifted, the high weight of the thick main bar causes deformation of the rebar rod, causing deformation such as torsion. Reinforcing frames are used to prevent digging deformation when installed.

また、その鉄筋籠を円柱状に組立するとき、主筋を内側にフープ筋をその外側で各格子状に組合せ、また補強枠は主筋の内外適宜変更して組合せ、その各格子状の交差部を直交クランプ、Uボルトなどの交差接合金具及び結束線で結束して組立し、そして該鉄筋籠は地面近くで横組されるので、地面近くの該交差部の結束及び交差接合金具のネジ締め作業は、該円柱状の鉄筋籠の中から行う必要があり、よって交差接合金具を使用するとき、多くは内側締め付け用の交差接合金具を使用している。  Also, when assembling the reinforcing bar rods in a columnar shape, combine the main bars inside with the hoop bars in each lattice form on the outside, and reinforce the frame appropriately changing the inside and outside of the main bars, and combine the lattice-like intersections. Bundling and assembling with cross-joint fittings and binding wires such as orthogonal clamps and U-bolts, and the rebar rods are assembled side by side near the ground. Needs to be performed from within the column-shaped reinforcing bar rod, and therefore when using cross-joint fittings, many use cross-joint fittings for inner tightening.

そして、市販される直交クランプなどの交差接合金具は、Uボルト形状またはコの字形状で、一端が平面略U字形状部またはコの字形状と他端の先端がネジ部を有し、その両側からそれぞれ起立状に湾曲または屈曲させて側面略U字形状または側面略コの字形状に形成したもので、縦主筋と補強枠またはフープ筋の直交する該交差部を交差接合させるもので、その使用法は、各メーカ推奨の取付け方及びナットの締付け力など使用法に従い取り付け使用されている。  A commercially available cross-joint fitting such as an orthogonal clamp has a U-bolt shape or a U shape, one end having a substantially U-shaped portion or a U shape, and a tip of the other end having a screw portion. It is formed by bending or bending in an upright manner from both sides to form a substantially U-shaped side surface or a substantially U-shaped side surface, and to cross-join the intersecting portions of the longitudinal main bars and the reinforcing frame or the hoop muscles, The usage is according to each manufacturer's recommended mounting method and usage such as nut tightening force.

しかして、先行技術として開示される特許文献の「鉄筋用結束具」は、鉄筋籠の主筋とフープ筋が、互いに直交して交差する両鉄筋を結束するとき、結束線や番線を用いないとするものであって、その両鉄筋における一方の主筋に、他方のフープ筋を互いに直交して交差させ、その両鉄筋を係止する湾曲部および固定部材で係止させ、交差する両鉄筋が当接する中央部分とにより、互いに直交して交差する両鉄筋を結束する、とした実施例を示す「鉄筋用結束具」がある。(例えば、特許文献1参照)  Therefore, the "rebar tying tool" of the patent document disclosed as the prior art, when binding both rebars where the main bar and the hoop bar of the rebar rod cross at right angles to each other, the binding wire and the number wire are not used. The other hoop is crossed perpendicularly to one of the main reinforcing bars of both reinforcing bars, and the two reinforcing bars are locked by the curved portion and the fixing member. There is a “reinforcing bar binding tool” showing an embodiment in which both reinforcing bars that intersect perpendicularly to each other are bound together by a central portion that is in contact. (For example, see Patent Document 1)

また、他の先行技術として開示される特許文献の「鉄筋結束用金具」は、鉄筋かごの組み立てに、主筋とフープおよび主筋と補強鋼材とを溶接を用いすに強固にかつ簡単に結束するものとし、具主筋1の外周に沿ってU字形状に形成された主筋把持部6aと、主筋1の内側に当該主筋1と交差して設置された補強鋼材3の外周に沿ってU字形状に形成された補強鋼材把持部6bとからなる金具本体6と、当該金具本体6に取り付けられ、当該金具本体6とによって前記主筋1と補強鋼材3とを挟持する締付け座金7および締付けナット8と、前記締付け座金7に取り付けられ前記主筋1の外側に当該主筋1と交差して設置されたフープ筋2を把持するフープ筋把持部9とから構成する実施例を示す「鉄筋結束用金具」がある。(例えば、特許文献2参照)  In addition, the “rebar bundling bracket” disclosed in the patent document disclosed as another prior art is a method for firmly and easily bundling a main bar and a hoop and a main bar and a reinforcing steel material by using welding for assembling a reinforcing bar cage. And a main muscle gripping portion 6a formed in a U-shape along the outer periphery of the main muscle 1 and a U-shape along the outer periphery of the reinforcing steel material 3 installed inside the main muscle 1 so as to intersect the main muscle 1 A metal fitting body 6 composed of the formed reinforcing steel material gripping portion 6b, a fastening washer 7 and a fastening nut 8 which are attached to the metal fitting body 6 and sandwich the main bar 1 and the reinforcing steel material 3 by the metal fitting body 6. There is a “rebar binding metal fitting” showing an embodiment configured by a hoop muscle gripping portion 9 that is attached to the fastening washer 7 and grips the hoop muscle 2 that is installed outside the main muscle 1 and intersects with the main muscle 1. . (For example, see Patent Document 2)

特開2003−184223号公報JP 2003-184223 A 特開2007−92435号公報JP 2007-92435 A

現状の鉄筋篭の組立は、縦主筋を内側に補強枠及びフープ筋をその外側で各格子状に組み合せ、その直交する交差部の接合を交差クランプなど交差接合金具、結束線で結束して組立てられ、合わせて溶接手段も使用して組立てられ、しかし、近年、交差接合金具及び結束線のみを使用して無溶接で組立てることが要望されているが、しかし、鉄筋篭の吊上げる側の補強筋の交差接合では、無溶接とする交差接合金具を使用しているものの、他の箇所の補強筋の交差接合では溶接を併用し、また各フープ筋の接合では、結束線による結束及び交差接合金具と溶接を併用して各組合せて対応し、無溶接には至っていなかった。  The current rebar rod assembly is done by combining the longitudinal main bars inside with the reinforcing frame and hoop bars in the form of a grid on the outside, and joining the crossing points at the crossing points with crossing clamps such as cross clamps and binding wires. In recent years, however, it has been demanded to assemble without welding using only cross-connecting brackets and binding wires, but reinforcement of the lifting side of the reinforcing bar For cross joints of reinforcing bars, cross welded metal fittings that are not welded are used, but welding is also used for cross joints of reinforcing bars in other locations. Corresponding to each combination using metal fittings and welding, no welding has been achieved.

その無溶接の必要性は、溶接時の湿度、温度など溶接環境及び溶接技術の習熟度により溶接品質が左右され、その溶接の不安定さなど多くの課題があり、またそのような不安定要素から溶接不良となり、その溶接が外れ鉄筋篭が崩壊することが懸念され、このような現状から交差接合金具などの使用による現場内完全無溶接の組立が要望されていた。
なお、現場内完全無溶接とは、鉄筋篭が組立てられる施工現場で行われる溶接のことを業界で言われ、工場等管理された施設で環状などのフープ筋等を形成する溶接は除かれる。
The necessity of non-welding depends on the welding environment such as humidity and temperature during welding, and the welding quality depends on the proficiency level of the welding technique, and there are many problems such as instability of the welding. Therefore, there is a concern that the welding will be lost and the welding will be dislodged and the reinforcing bar will collapse, and from such a current situation, there has been a demand for an assembly without welding in the field by using a cross-jointed metal fitting.
The on-site complete non-welding is referred to in the industry as welding performed at a construction site where a reinforcing bar is assembled, and excludes welding that forms a hoop bar or the like in a facility managed at a factory or the like.

しかし、今もなおその溶接を併用する対応は、交差接合金具の使用数の多いその費用と、取付け作業上の手間と煩雑性にあり、そのコスト上の軽減を目的として部分的に溶接を取れ入れているのが現状で、そこで、本願、出願人が、鉄筋篭の組立を交差接合金具の使用により現場内完全無溶接で行ったが、その鉄筋篭を吊り起こす時に、鉄筋篭の撓み、捻れによる変形で、各交差接合金具の係止部が擦れにより変形して元に戻らす、また過度の擦れが生じると交差接合金具の締付けネジ部が断裂して崩壊に繋がることがあった。  However, there is still the need to use this welding together because of the high cost of using cross-jointed metal fittings and the labor and complexity of installation work. Therefore, the present application and the applicant conducted the assembly of the reinforcing bar rod by using the cross-jointed metal fittings without welding in the field, but when lifting the reinforcing rod rod, the bending of the reinforcing rod rod, Due to the deformation caused by twisting, the engaging portions of the cross-joining metal fittings are deformed and returned to their original state due to rubbing, and when excessive rubbing occurs, the tightening screw portions of the cross-joining metal fittings are torn, leading to collapse.

そして、その崩壊については、従来、無溶接で行われていないことから知られることはなく、それは溶接を併用する組立てにより、その溶接が、鉄筋篭の撓み、捻れによる変形を防ぎ、交差接合金具に直接、該変形が加わらないことから擦れが生じず、よって該締付けネジ部が断裂して崩壊に至ることもなく、結果的にはその無溶接で組立てしなかったことが、鉄筋篭を吊り起こすときの崩壊に至らず、そのことから、溶接構造では吊り起こすときの変形による崩壊を知ることがなかった。  And the collapse is not known from the fact that it has not been performed without welding conventionally, it is an assembly that uses welding together, and the welding prevents deformation due to bending and twisting of the reinforcing bar rod, Since the deformation is not directly applied, no friction occurs, and therefore, the tightening screw portion does not tear and collapse, and as a result, it was not assembled without welding. It did not lead to collapse when waking up, and it was not known in the welded structure that it collapsed due to deformation when hung up.

そこで、その鉄筋篭を吊り起こす時の撓み、捻れによる変形は、該鉄筋篭をクレーンにより吊り上げると共に縦に起立状態に吊り起こし、特にその縦に起立状態に吊り起こすときに重量が大きく加わり、該鉄筋篭が耐震基礎用の場合、通常より縦主筋が太く、高重量であることから、特に、大きく加わることで変形が生じ、そのことで各交差接合金具の擦れに繋がっていた。  Therefore, the deformation caused by bending and twisting when the reinforcing bar is suspended is lifted by the crane and lifted vertically in the standing state, and particularly when the vertical bar is lifted in the standing state, the weight is greatly increased. When the reinforcing bar is used for seismic foundations, the vertical main bars are thicker and more heavy than usual, and in particular, deformation is caused by large addition, which leads to rubbing of each cross-jointed metal fitting.

また、その擦れは、鉄筋篭を縦に吊起こすをき、釣支する上側の補強枠またはフープ筋を交差接合する交差接合金具で生じ、その擦れの大きさにより交差接合金具の締付けネジ部が破断することが確認でき、その対応が課題として明確になった。  In addition, the rubbing occurs in the cross-joint fitting that cross-joins the upper reinforcing frame or hoop bar that hangs the rebar rod vertically, and depending on the size of the rubbing, the tightening screw portion of the cross-joint fitting It was confirmed that it broke, and the response was clarified as an issue.

そこで、本出願人は、上述の捻れなどの変形による擦れの原因と傾向について考察した結果、縦主筋と補強枠またはフープ筋を交差結合させるときの交差接合金具の取付け状態、つまり縦主筋と補強枠またはフープ筋と交差接合金具の取付けの向き、締付けネジ部の締め付け強度、取付け座金の変形率などにより、擦れに対する対抵抗性が大きく左右することを見いだした。  Therefore, as a result of considering the cause and tendency of rubbing due to deformation such as torsion described above, the present applicant has found that the cross-joint mounting state when the vertical main bar and the reinforcing frame or hoop bar are cross-bonded, that is, the vertical main bar and the reinforcement. It has been found that the resistance to rubbing greatly depends on the mounting direction of the frame or hoop bar and the cross-joint fitting, the tightening strength of the tightening screw, the deformation rate of the mounting washer, and the like.

しかし、従来の交差接合金具の取付けは、各メーカが推奨する取付け方及びナットの締付け力に沿って行われ、その交差接合させる交差接合金具の取付け方として、そのナットの螺着締付けを強くして取付け座金の湾曲する変形を大きくする、また反対に板厚の厚いものを提案して変形させず強く押圧する等の取付け方を推奨しており、その取付け方を、本願、出願人が無溶接で実施試験した結果、無溶接構造ではその課題解決の実態にそぐわない対策であることが確認でき、未だその課題の解決に至っていなかった。  However, conventional cross-joint fittings are installed in accordance with the recommended mounting method and nut tightening force recommended by each manufacturer, and as a method of attaching the cross-joint fittings to be cross-joined, the screw tightening of the nuts is strengthened. It is recommended that the mounting washer be deformed in a large curve, or on the contrary, a thick plate thickness is proposed and pressed strongly without deformation. As a result of conducting an experiment by welding, it was confirmed that the non-welded structure was a measure that was not suitable for the actual solution of the problem, and the problem was not yet solved.

上述のことに鑑み本出願人が、交差接合金具の締付けネジ部にナットによる締付け力及びその交差接合金具の取付け方向に関し、その取付け強度の差違と、鉄筋篭の変形度合いを解析した結果、同じ交差接合金具であっても、その取付け方法により、より多くの差違が見いだせ、またそこに上述した多くの課題があることから、縦主筋と補強枠及びフープ筋を直交する交差部に取付ける交差接合金具の取付け方向、補強枠またはフープ筋とその接合させる交差接合金具との取付巾などの形状を変えることにより、課題の解決策を見いだした。  In view of the above, the present applicant analyzed the difference in the mounting strength and the degree of deformation of the reinforcing bar rod with respect to the tightening force by the nut and the mounting direction of the cross-joining metal fitting on the fastening screw portion of the cross-joining metal fitting, Even with cross-jointed metal fittings, there are more differences depending on the mounting method, and there are many problems mentioned above, so the cross-joint that attaches the vertical main bar, the reinforcing frame, and the hoop bar at the crossing point We found a solution to the problem by changing the mounting direction of the bracket, the mounting width of the reinforcing frame or hoop bar and the cross-joint bracket to be joined.

そのことから、従来の交差接合金具の取付け状態がそもそもの原因で、その取付け状態により大きく交差接合金具が擦れ、締付けネジ部の断裂に至る原因であるとの認識を得、しかし、その認識が従来にはなく、本願、出願人が新たに見いだし、それらを本願発明で解決した。  As a result, it was recognized that the conventional cross-joint mounting state was the cause of this, and the cross-connecting bracket was greatly rubbed depending on the mounting state, leading to the rupture of the tightening screw part. The present application and the applicant have newly found out and have solved them by the present invention.

また、上述した先行技術として開示される特許文献1、特許文献2の「鉄筋用結束具」及び「鉄筋結束用金具」も、上述したその従来の先行技術に使用される交差接合金具の使用法と略同様の課題があり、その課題である無溶接で組立てた鉄筋篭を吊り起こすときの撓み、擦れなど変形による交差接合金具の締付けネジ部の断裂、そしてその現状は鉄筋篭を大きく変形させない一部溶接構造としていること、また吊り起こすときの変形による崩壊を知ることもなく、一部溶接構造で組立は行われていたが、上述した如く、無溶接の要望は多くあった。  In addition, the “rebar tying tool” and “rebar tying tool” disclosed in Patent Documents 1 and 2 disclosed as the prior art described above are also used in the above-described conventional prior art. There are almost the same problems as the above, and the problem is that when the rebar rod assembled without welding is hung, the fastening screw part of the cross-joint metal fitting is broken due to deformation such as rubbing, and the current situation does not greatly deform the rebar rod Although it was partly welded structure and assembly was performed with partly welded structure without knowing the collapse due to deformation when hanging, there was a great demand for non-weld as described above.

なお、ここで本願詳述する内容の理解を容易にするため、便宜上、以下の通り記載することとし、つまり上述した縦主筋と補強枠またはフープ筋を直交させた状態で、交差接合金具により交差接合する該交差接合金具に加わる力に関して、その加わる力は、クレ−ン等で鉄筋篭を吊り起こすときに作用する釣支力及び捻れなどの変形力と鉄筋篭の自重であり、その交差接合する各部材に加わる力の方向は、具体的には、補強枠またはフープ筋を直接、吊り上げ、吊り起こしするときにその補強枠またはフープ筋に作用する力で、その各部材の補強枠またはフープ筋に直接加わるその力は、その直接吊り上げる釣支方向の上向きの力で、それに対して縦主筋は、その反作用の自重による重量そのものによる下向きの力であり、以後の記載に於いては、補強枠またはフープ筋に加わる力を「上向きの力」とし、縦主筋は「下向きの力」とする。  In order to facilitate the understanding of the contents described in detail in this application, it is described as follows for the sake of convenience. That is, the above-described longitudinal main bar and the reinforcing frame or the hoop bar are crossed by a cross-joint fitting. With respect to the force applied to the cross-joined metal fitting to be joined, the force applied is the deformation force such as fishing support force and torsion acting when lifting the rebar rod with a crane or the like, and the weight of the rebar rod, and the cross-joint thereof. Specifically, the direction of the force applied to each member is determined by the force acting on the reinforcement frame or hoop muscle when the reinforcement frame or hoop muscle is directly lifted or hung, and the reinforcement frame or hoop of each member. The force directly applied to the muscle is the upward force in the direction of the fishing line that is lifted directly, while the longitudinal main muscle is the downward force due to the weight itself due to the weight of the reaction, which will be described later. Is the force applied to the reinforcing frame or hoop as "upward force", the vertical main reinforcement is "downward force".

また、上述の力に関連して、その鉄筋篭の撓み、捻れによる変形力の方向を詳述するにあたり、本願記載では、便宜上、「垂直」の縦主筋に対して、交差する補強枠及びフープ筋を「水平方向」とし、交差接合金具に加わる力の方向を、該縦主筋と交差する補強枠及びフープ筋の交差部を中心に、「上方向」と「下方向」とし、また該交差接合金具に形成されるU状支持部及び一対の締付けネジ部の取付け位置関係も同様に、その交差部を基準にその「上側」と「下側」とする。  Further, in the description of the direction of the deformation force due to the bending and twisting of the reinforcing bar in relation to the above-mentioned force, in the present application description, for the sake of convenience, the reinforcing frame and the hoop crossing with respect to the “vertical” vertical main reinforcing bar. The line is the “horizontal direction”, and the direction of the force applied to the cross joint fitting is “upward” and “downward” with the reinforcing frame crossing the vertical main bar and the hoop line at the center. Similarly, the mounting position relationship between the U-shaped support portion and the pair of tightening screw portions formed on the joining metal fitting is defined as “upper side” and “lower side” with reference to the intersection.

さらに、交差接合金具の一対の締付けネジ部の締付け量及びその締付けによる取付け座金の変形量に関して、主筋を跨ぐように取付け座金を介してナットで該主筋を押圧支持させ、その螺着締付けにより取付け座金が湾曲変形し、その取付け座金が180度のフラットな状態から締付け、そして湾曲変形の大きさが左右に各6度程度の湾曲する量を「最小値」とし、また左右に各9度程度の湾曲値を「最大値」とし、その「最小値」は、主筋を締付け固定できる最小の値で、またその「最大値」は、主筋の押圧保持力が最大となる値であって、その6度と9度の値はその上下値で主筋の表面状態により多少のバラツキが存在し、その見た目上の目安となる値が、該締付けネジ部が略逆ハの字状に開くように変形する値でもあり、厳密な数値では示せない近傍の目安の数値である。  Furthermore, with respect to the tightening amount of the pair of tightening screw portions of the cross-joining metal fitting and the deformation amount of the mounting washer due to the tightening, the main bar is pressed and supported by the nut through the mounting washer so as to straddle the main bar, and the mounting is performed by screw tightening. The washer is bent and deformed, the mounting washer is tightened from a flat state of 180 degrees, and the amount of bending deformation is about 6 degrees to the left and right is the “minimum value”, and about 9 degrees to the left and right The curvature value of the main muscle is defined as the “maximum value”, the “minimum value” is the minimum value at which the main muscle can be fastened and fixed, and the “maximum value” is the value at which the main bar press-holding force is maximized. The values of 6 degrees and 9 degrees are the upper and lower values, and there is some variation depending on the surface condition of the main muscle, and the value that is an apparent guideline is deformed so that the tightening screw part opens in a substantially reverse C shape. It is also a value to be It is a numerical measure of the neighborhood that do not Shimese.

つまり、上記該取付け座金の略逆ハの字状の変形が、主筋の押圧保持力が最大となり、また上記湾曲する最大角度を超える締付けで、さらに略逆ハの字状の変形が大きくなり、締付けネジ部が断裂に至る過剰な締付けとなり、最大保持力と変形による断裂に至る手前のバランスできる範囲であり、そのことから交差接合金具の締付けネジ部の締付けの適正値を表すのに、該取付け座金の湾曲する角度の値と、「略逆ハの字状の変形」を適正な締付け力とし、また該締付けネジ部の断裂に至る変形を、「略逆ハの字状を超える変形」とする。  That is, the deformation of the mounting washer in a substantially inverted C shape is the maximum pressing force of the main muscle, and the tightening exceeding the maximum bending angle further increases the substantially inverted C-shaped deformation, The tightening screw part is excessively tightened leading to tearing, and is in a range that can be balanced before reaching the maximum holding force and tearing due to deformation. The value of the angle at which the mounting washer bends and the “substantially reverse C-shaped deformation” is the appropriate tightening force. And

加えて、本願で記載する、内締め交差接合金具及び外締め交差接合金具の「内締め」、「外締め」の位置関係にあっては、縦主筋と、補強枠またはフープ筋を交差接合させたとき、交差接合金具の掛止部と締付けネジ部が、補強枠またはフープ筋側で係止と螺着締め付けするか、縦主筋側で係止と螺着締め付けするかの違いであって、本願での記載は、縦主筋側で掛止と螺着締め付けするものを「内締め」とし、補強枠またはフープ筋側で掛止と螺着締め付けするものを「外締め」とする。  In addition, in the positional relationship of “inner tightening” and “outer tightening” of the inner fastening cross joint fitting and the outer fastening cross joint fitting described in the present application, the longitudinal main bar and the reinforcing frame or hoop bar are cross joined. When the cross-connecting bracket latching portion and the tightening screw portion are locked and screwed on the reinforcing frame or hoop muscle side, or on the vertical main muscle side is the difference between locking and screwing tightening, In the description of the present application, what is latched and screwed and tightened on the longitudinal main muscle side is referred to as “inner tightening”, and what is hooked and screwed and tightened on the reinforcing frame or hoop muscle side is referred to as “outer tightening”.

本発明は、上記課題を有効に達成するために、第1の解決手段として、縦主筋と補強枠またはフープ筋が直交する交差部を内締め交差接合金具で交差接合させて無溶接で組立てる鉄筋篭の交差接合する内締め交差接合金具の取付け方法であって、該内締め交差接合金具は、平面が略U字形状の掛止部とその両端の締付けネジ部を、起立状に屈曲または湾曲させて一対の内締め交差支持部を形成し、該掛止部と一対の内締め交差支持部と一対の締付けネジ部が連設形成された内締め交差接合金具本体と、取付け座金と、ナットで構成し、上記該交差部を中心とする上側の縦主筋に該掛止部を係止すると共に一対の内締め交差支持部で補強枠またはフープ筋を交差接合させ、該交差部より下側の該縦主筋を挟むように該一対の締付けネジ部を配置すると共に取付け座金を介して該縦主筋を押圧支持とナットによる螺着締付けで交差接合する上記交差部より上側を、鉄筋篭を縦に起立状態に吊り起こすその吊り上げ側とし、該交差部より上側である吊り上げる釣支力が作用する側近傍の縦主筋に上掛止部を係止すると共に該下側近傍の縦主筋に一対の締付けネジ部を各配置した取付け方法により、
鉄筋篭を吊り起こししたときの釣支する力が、内締め交差接合金具の掛止部に作用し、一対の締付けネジ部に直接作用しないようにするとしている。
In order to achieve the above-mentioned object effectively, the present invention provides as a first solution means a rebar which is assembled without welding by cross-joining the intersecting portion where the longitudinal main bar and the reinforcing frame or the hoop are orthogonal with an inner fastening cross-joint fitting. A method of attaching an inner fastening cross-joint fitting for cross-joining a collar, wherein the inner fastening cross-joint fitting is bent or curved in an upright manner with a latching portion having a substantially U-shaped plane and fastening screw portions at both ends thereof. A pair of inner tightening cross support portions, an inner tightening cross joint metal body in which the latching portion, the pair of inner tightening cross support portions, and a pair of tightening screw portions are formed continuously, a mounting washer, and a nut in constructed, crossed joining reinforcing frame or hoop of a pair of inner clamping cross support section with locking the該掛stop portion on the upper side of the longitudinal main reinforcement around the intersection difference portion, the lower side of the intersection The pair of tightening screw parts are arranged so as to sandwich the vertical main bar The upper side of the crossing portion that crosses joined by screwing fastening by pressing and supporting the nuts said longitudinal main reinforcement through Rutotomoni mounting washer, and the lifting side to cause hanging upright reinforcing bars cage vertically, above the said cross-section the mounting method each disposed a pair of fastening screw portion in the longitudinal main reinforcement of the lower side near together to lock the upper predicate hooking portion on the side near the longitudinal main reinforcement which fishing支力acts to lift it,
The force that supports fishing when the reinforcing bar rod is suspended acts on the latching portion of the inner fastening cross-joint fitting, and does not act directly on the pair of fastening screw portions.

また、第2の解決手段として、一対の締付けネジ部に取付け座金を介してナットで螺着締付けするときの該取付け座金が、縦主筋を中心に左右に各約6度乃至約9度程度の湾曲する程度に螺着締付けする取付け方法により、
内締め交差接合金具の一対の締付けネジ部に取付け座金を介して補強枠またはフープ筋または縦主筋を押圧支持する支持力を最適に支持するとしている。
As a second solution, the mounting washer when screwed and tightened to the pair of tightening screw portions with a nut through the mounting washer is about 6 to 9 degrees from side to side about the longitudinal main bar. By the mounting method of screwing and tightening to the extent of bending,
It is supposed that the supporting force for pressing and supporting the reinforcing frame, the hoop muscle, or the longitudinal main bar via the mounting washer is optimally supported by the pair of fastening screw portions of the inner fastening cross-joint fitting.

また、第3の解決手段として、縦主筋と補強枠またはフープ筋が直交する交差部を外締め交差接合金具で交差接合させて無溶接で組立てる鉄筋篭の交差接合する内締め交差接合金具の取付け方法であって、該外締め交差接合金具は、平面が略コの字形状または略U字形状の掛止部と、該両端部側の一対の締付けネジ部を起立状に湾曲させて側面が略U字形状に形成すると共に該略U字形状を若干開いた側面略レ形状に変形させて一対の外締め交差支持部として連設形成された外締め交差接合金具本体と、取付け座金と、ナットで構成し、上記該交差部の中心より左右どちらか一方側近傍の補強枠またはフープ筋に、該掛止部を係止させると共に縦主筋を一対の外締め交差支持部で支持させ、他方側に取付け座金を介して該補強枠またはフープ筋を押圧支持とナットによる螺着締付けで交差接合する外締め交差接合金具本体で支持させ、該一対の外締め交差支持部を側面が略レ形状から略U字形状に一対の締付けネジ部から変形させた後、取付け座金を介して該補強枠またはフープ筋を押圧支持させると共にナットにより螺着締付けする取付け方法により、
鉄筋篭を吊り起こししたときの釣支する力が、外締め交差接合金具の掛止部に作用し、一対の締付けネジ部に直接作用しないようにするとしている。
In addition, as a third solution, an inner fastening cross-joint fitting for cross-joining rebar rods that are assembled without welding by cross-joining the intersecting portion where the longitudinal main bars and the reinforcing frame or the hoop bars are orthogonally joined by the outer fastening cross-joint fitting The outer fastening cross-jointed metal fitting has a side surface formed by bending a hook portion having a substantially U-shaped or substantially U-shaped flat surface and a pair of tightening screw portions on both end sides in an upright manner. An outer fastening cross joint metal body formed in a substantially U shape and deformed into a substantially lateral shape with a slightly opened side surface, and formed as a pair of outer fastening cross support portions, a mounting washer, The nut is configured so that the latching portion is locked to the reinforcing frame or hoop muscle near the left or right side from the center of the intersection, and the vertical main reinforcement is supported by a pair of outer tightening intersection support portions. The reinforcing frame or hoop via a mounting washer on the side Are supported by an externally tightened cross joint fitting body that is cross-joined by pressing support and screw tightening with a nut, and the pair of externally tightened cross support parts are deformed from a pair of tightening screw parts from a substantially rectangular shape to a substantially U-shaped side surface. Then, the reinforcing frame or the hoop muscle is pressed and supported via a mounting washer, and the mounting method is screwed and tightened with a nut.
The force that supports fishing when the reinforcing bar rod is hung up acts on the hooking portion of the outer fastening cross-joint fitting, and does not act directly on the pair of fastening screw portions.

また、第4の解決手段として、縦主筋と補強枠またはフープ筋が直交する交差部を無溶接で交差接合させて組立てる鉄筋篭の交差接合する内締め交差接合金具であって、該内締め交差接合金具は、平面が略U字形状の掛止部とその両端の締付けネジ部を、起立状に屈曲または湾曲させて側面が略コの字形状または略U字形状の一対の内締め交差支持部を形成し、該掛止部と一対の内締め交差支持部と一対の締付けネジ部が連設形成された内締め交差接合金具本体と、取付け座金と、ナットで構成し、上記該縦主筋と該補強枠またはフープ筋が交差する該交差部の上側に該掛止部を係止させると共に一対の内締め交差支持部で補強枠またはフープ筋を交差接合させ、その下側の該縦主筋を挟むように該一対の締付けネジ部を配置すると共に取付け座金を介して該縦主筋を押圧支持とナットによる螺着締付けで交差接合する該内締め交差接合金具本体の側面が略コの字形状の形成巾を補強枠またはフープ筋の板巾または直径巾と略同巾近傍で形成した内締め交差接合金具により、
鉄筋篭を吊り起こししたときの釣支する力が、内締め交差接合金具の掛止部に作用し、一対の締付けネジ部に直接作用しないようにするとしている。
Further, as a fourth solving means, there is an internal fastening cross-joint fitting for cross-joining reinforcing bar rods that are assembled by cross-joining the crossing portions where the vertical main bars and the reinforcing frame or the hoop bars cross each other without welding. The joint fitting is a pair of inner fastening cross-supports whose side faces are substantially U-shaped or substantially U-shaped by bending or bending the latching part having a substantially U-shaped plane and the fastening screw parts at both ends thereof in an upright manner. Forming a hook portion, a pair of inner tightening cross support portions and an inner tightening cross joint metal fitting body formed by connecting a pair of tightening screw portions, a mounting washer, and a nut. And the reinforcing frame or the hoop muscle intersect with each other. Place and install the pair of tightening screw parts so that The longitudinal main bars are cross-joined by press support and screw fastening with nuts through a washer. The inner fastening cross-joint metal body has a substantially U-shaped side width. With the inner fastening cross-joint bracket formed near the same width,
The force that supports fishing when the reinforcing bar rod is suspended acts on the latching portion of the inner fastening cross-joint fitting, and does not act directly on the pair of fastening screw portions.

また、第5の解決手段として、縦主筋と補強枠またはフープ筋が直交する交差部を無溶接で交差接合させて組立てる鉄筋篭の交差接合する外締め交差接合金具であって、該外締め交差接合金具は、平面が略コの字形状または略U字形状の掛止部と、該両端部側の一対の締付けネジ部を起立状に湾曲させて側面が略U字形状に形成すると共に該略U字形状を若干開いた側面略レ形状に変形させて一対の外締め交差支持部として連設形成された外締め交差接合金具本体と、取付け座金と、ナットで構成し、上記該交差部の中心より左右どちらか一方側近傍の補強枠またはフープ筋に、該掛止部を係止させると共に縦主筋を一対の外締め交差支持部で支持させ、他方側に取付け座金を介して該補強枠またはフープ筋を押圧支持とナットによる螺着締付けで交差接合したとき、縦主筋の両側で該掛止部と一対の締付けネジ部のそれぞれが起立して挟むように装着される該一対の外締め交差支持部の略レ形状の該挟む巾を略レ形状から略U字形状に変形させたとき、該縦主筋の巾と略同巾となるように、予め、該縦主筋の巾に対応した側面が略レ形状に形成した外締め交差接合金具により、
鉄筋篭を吊り起こししたときの釣支する力が、外締め交差接合金具の掛止部に作用し、一対の締付けネジ部に直接作用しないようにするとしている。
Further, as a fifth solving means, there is provided an outer fastening cross joint metal fitting for cross joining of reinforcing bar rods which is constructed by cross joining the vertical main bars and the reinforcing frame or the hoop bars at a crossing position without welding. The joining bracket has a substantially U-shaped or U-shaped hooking portion and a pair of tightening screw portions on both end sides curved in an upright manner to form a side surface in a substantially U shape. A substantially U-shaped side surface that is slightly opened to be deformed into a substantially rectangular shape and formed as a pair of externally tightened cross joint support bodies formed continuously as a pair of externally tightened cross support portions, a mounting washer, and a nut. The retaining frame is locked to a reinforcing frame or hoop bar near the left or right side of the center of the frame, and the vertical main bar is supported by a pair of outer fastening cross support parts, and the reinforcement is provided via a mounting washer on the other side. Frame or hoop muscles are pressed and tightened with nuts The pair of externally tightened cross support portions that are mounted so that each of the latching portion and the pair of tightening screw portions stand up and sandwich on both sides of the longitudinal main bar when the joints are joined with each other. When the shape is deformed from a substantially rectangular shape to a substantially U-shape, the outer cross is formed in advance so that the side surface corresponding to the width of the longitudinal main bar is substantially the same shape as the width of the longitudinal main bar. By joining metal fittings,
The force that supports fishing when the reinforcing bar rod is hung up acts on the hooking portion of the outer fastening cross-joint fitting, and does not act directly on the pair of fastening screw portions.

本発明は、上述したそれぞれの手段によって有効な効果が得られるようにしたもので、特に、第1の解決手段の、筒状に配置した複数の縦主筋の外側に環状のフープ筋を所定間隔で格子状に配設すると共に長板を環状に形成した補強枠も所定位置に所定数、略同様に各配設し、少なくとも該補強枠が各縦主筋と直交するそれぞれの交差部を無溶接で組立てる鉄筋篭の交差接合する内締め交差接合金具の取付け方法であって、該内締め交差接合金具は、市販のUボルト形状で、平面が略U字形状の掛止部と、該両先端の一対の締付けネジ部のそれぞれを補強枠またはフープ筋の板巾または直径巾に対応するように起立状に屈曲または湾曲させて側面が略コの字形状または略U字形状の一対の内締め交差支持部として形成して該掛止部と、一対の内締め交差支持部と、一対の締付けネジ部が連設形成された内締め交差接合金具本体と、該一対の締付けネジ部が挿通される挿通孔を開設した取付け座金と、ナットで構成し、上記該縦主筋と該補強枠またはフープ筋が交差する該交差部を中心とする上側の縦主筋に該掛止部を係止させると共に補強枠またはフープ筋を一対の内締め交差支持部で支持させ、次に該交差部より下側の該縦主筋に、起立する該一対の締付けネジ部で挟むように配置すると共に該一対の締付けネジ部に取付け座金を介して該縦主筋を押圧支持とナットによる螺着締付けで交差接合させる、上述内締め交差接合金具本体の掛止部と、一対の締付けネジ部の上下における装着位置関係に於いて、
鉄筋篭を縦に起立状態に吊り起こすその吊り上げ側を、該交差部より上側とし、該上側である吊り上げる釣支力が作用する側近傍の縦主筋に、該掛止部を係止すると共に該下側近傍の縦主筋に一対の締付けネジ部を各配置した内締め交差接合金具の取付け方法により、 組立てられた鉄筋籠をクレーンにより吊り上げると共に縦に起立状態に吊り起こす時の釣支力により、該鉄筋篭の撓み、捻れ力が発生すると共にその力が各内締め交差接合金具に作用し、交差接合する各内締め交差接合金具に擦れを生じさせるが、各交差接合する内締め交差接合金具の係止力の強い略U字形状の該掛止部を縦主筋と補強枠またはフープ筋が交差接合する中心より上側近傍の縦主筋に係止しているので、上記釣支する上向きの力が、略U字形状の該掛止部に直接加わり、該掛止部の略U字形状部が縦主筋に係止されることで支持し、下側近傍の縦主筋に螺着支持される一対の締付けネジ部には、該釣支する上向きの力が直接、加わらないので締付けネジ部に断裂が起きず、よって鉄筋篭の崩壊に繋がることが無ないことから、鉄筋篭を無溶接で組立てることができる取付け方法を得ることができた。
According to the present invention, an effective effect can be obtained by each of the above-described means. In particular, an annular hoop muscle is arranged at a predetermined interval on the outside of the plurality of longitudinal main bars arranged in a cylindrical shape of the first solution means. in reinforcing frame a long plate formed in an annular shape with arranged in a grid also a predetermined number in a predetermined position, and each disposed substantially Similarly, no welding respective intersections least reinforcing frame perpendicular to each longitudinal main reinforcement The inner fastening cross-joint fitting for cross-joining the reinforcing bar rods to be assembled in the inner fastening cross-joint fitting is a commercially available U-bolt shape with a substantially U-shaped hooking portion and the both ends. Each of the pair of tightening screw portions is bent or curved in an upright manner so as to correspond to the plate width or diameter width of the reinforcing frame or hoop muscle, and a pair of inner tightenings whose side faces are substantially U-shaped or substantially U-shaped. Formed as a cross-supporting portion, the latching portion and a pair of The fastening cross support portion, the inner fastening cross joint metal fitting body in which a pair of tightening screw portions are continuously formed, a mounting washer having an insertion hole through which the pair of tightening screw portions are inserted, and a nut, above the longitudinal main reinforcement that said longitudinal main reinforcement and the reinforcement frame or hoop is centered on the crossing portion crossing, supporting a reinforcing frame or hoop of a pair of inner clamping cross support part with engaging the該掛locking portion are allowed, then the said longitudinal main reinforcement of the lower side of the intersection, and pressing and supporting the said longitudinal main reinforcement through the mounting washer to the pair of fastening screw part as well as arranged so as to sandwich at the pair of fastening screws portion erecting let intersect joined by screwing fastening by the nut, the engaging portion above the clamping cross-connecting bracket main body, in the mounting position relationship in the upper and lower pair of clamping screw portion,
The the lifting side to cause hanging upright reinforcing bars cage vertically, with the upper side of the intersection, the longitudinal main reinforcement of the side near to a upper side lifting fishing支力acts to lock the該掛stop portion Due to the mounting method of the inner fastening cross joint brackets in which a pair of tightening screw parts are arranged on the vertical main bars in the vicinity of the lower side, due to the fishing support force when lifting the assembled rebar rod with a crane and lifting it vertically upright, The bending and torsional force of the reinforcing bar is generated, and the force acts on each inner fastening cross-joint fitting to cause rubbing on each inner fastening cross-joining fitting to be cross-joined. The U-shaped latching portion having a strong locking force is locked to the vertical main bar in the vicinity of the upper side from the center where the vertical main bar and the reinforcing frame or the hoop bar cross-join. Is directly on the substantially U-shaped hook. The substantially U-shaped part of the latching part is supported by being locked to the vertical main bar, and is supported by a pair of tightening screw parts that are screwed and supported by the vertical main bar near the lower side. Since the upward force is not directly applied, the tightening screw part is not torn, and therefore it does not lead to the collapse of the reinforcing bar rod, so that it was possible to obtain a mounting method that can assemble the reinforcing rod rod without welding. .

つまり、一対の締付けネジ部は、該ネジ部に応力集中が起きて破断しやすく、そのことから、略U字形状の掛止部に比較して一対の締付けネジ部は、比較的破断力に対して弱く、直接、釣支力が加わらない位置に締付けネジ部を配置し、鉄筋篭の撓み、捻れ力が発生しても略U字形状の掛止部を中心に加わるように内締め交差接合金具を配置することで、鉄筋篭の崩壊に繋がることが無く、よってその取付け方法により、鉄筋篭を無溶接で組立てることができる。  That is, the pair of tightening screw portions easily breaks due to stress concentration in the screw portion. Therefore, the pair of tightening screw portions has a relatively breaking force compared to the substantially U-shaped hooking portion. The tightening screw is placed at a position that is weak and does not directly apply the fishing support force. Even if bending of the rebar rod or twisting force occurs, the inner tightening crossing is applied so that the U-shaped hook is applied at the center. By disposing the joining metal fitting, it does not lead to the collapse of the reinforcing bar rod, and therefore the reinforcing rod rod can be assembled without welding by the mounting method.

また、そのことは従来、無溶接で行われて無ないことから、従来は崩壊することが知られることがなく、そして結果的には、従来の無溶接の組立てで鉄筋篭の吊り起こし時に崩壊することが確認でき、よって本願発明により、従来の組立て方により、無溶接で行うと崩壊する可能性の確認と、その解決方法の完成を見た。  In addition, since it has not been done without welding in the past, it is not known that it will collapse in the past, and as a result, it collapses when the rebar rod is hung up in the conventional assembly without welding. Therefore, according to the present invention, according to the present invention, we confirmed the possibility of collapsing without welding and the completion of the solution.

しかして、第2の解決手段の、内締め交差接合金具の一対の締付けネジ部に取付け座金を介してナットで螺着締付けするときの該取付け座金が、縦主筋を中心に左右に各約6度乃至約9度程度の範囲で湾曲する程度に螺着締付けする取付け方法により、
該螺着締付けすることで、該取付け座金が湾曲変形して縦主筋の外周に円弧状に接触し、その湾曲変形の「最小値」が、縦主筋を締付け固定できる最小値の約6度であって、またその湾曲変形の「最大値」が、縦主筋の押圧保持力が最大となる約9度で、該締付けネジ部が略逆ハの字状に開くように変形する値でもあり、このことは、該値がそれ以下では締め付け不足により交差接合が緩み、それ以上では締付けネジ部が、鉄筋篭の変形の影響を受けたとき断裂する危険が増すことから最適な螺着締め付けで、縦主筋と補強枠またはフープ筋を交差接合させることができる取付け方法により、無溶接でも交差する縦主筋の抜け落ちを防ぐことができる。
Accordingly, when the second solution is screwed and tightened with a nut through a mounting washer to a pair of tightening screw portions of the inner fastening cross joint metal fitting, each of the mounting washers has about 6 each on the left and right sides of the vertical main bars. By the mounting method of screwing and tightening to the extent that it is curved in the range of about 9 degrees to about 9 degrees,
By tightening the screw, the mounting washer is curved and comes into contact with the outer periphery of the longitudinal main bar in an arc shape, and the “minimum value” of the curved deformation is about 6 degrees which is the minimum value for fastening and fixing the longitudinal main bar. In addition, the “maximum value” of the bending deformation is also a value that deforms so that the tightening screw portion opens in a substantially reverse C shape at about 9 degrees at which the pressing force of the longitudinal main muscle is maximized, If this value is less than that, the cross-joint is loosened due to insufficient tightening. With the attachment method that allows the longitudinal main bars and the reinforcing frame or the hoop bars to be cross-joined, it is possible to prevent the vertical main bars from falling off even without welding.

しかして、第3の解決手段の、筒状に配置した複数の縦主筋の外側に環状のフープ筋を所定間隔で格子状に配設すると共に長板を環状に形成した補強枠も所定位置に所定数、略同様に各配設し、少なくとも該補強枠が各縦主筋と直交するそれぞれの交差部を無溶接で組立てる鉄筋篭の交差接合する外締め交差接合金具の取付け方法であって、該外締め交差接合金具は、平面が略コの字形状または略U字形状で、該両先端に一対の締付けネジ部を有し、平面が該コの字形状または略U字形状部を掛止部とし、該掛止部と、該一対の締付けネジ部のそれぞれを起立状に湾曲させて、該縦主筋の直径巾に対応する側面が略U字形状で、且つ該略U字形状を若干開いて形成した略レ形状を一対の外締め交差支持部として形成し、該掛止部と一対の外締め交差支持部と一対の締付けネジ部を連設形成した外締め交差接合金具本体と、該一対の締付けネジ部が挿通される挿通孔を開設した取付け座金と、ナットを有し、上記該縦主筋と該補強枠またはフープ筋が交差する該交差部を中心とする左右どちらか一方側近傍の補強枠またはフープ筋に、該掛止部を係止させると共に交差する該縦主筋を一対の外締め交差支持部で支持させ、他方側近傍の補強枠またはフープ筋を挟むように、起立する該一対の締付けネジ部を配置すると共に取付け座金を介して該補強枠またはフープ筋を押圧支持とナットによる螺着締付けの交差接合であって、該一対の外締め交差支持部の側面が該略レ形状の装着に於いて、
該交差部の縦主筋に該掛止部を係止させると共に一対の外締め交差支持部で縦主筋と交差支持させた後、該一対の外締め交差支持部の側面が略レ形状から略U字形状に変形させて交差接合する取付け方法により、
組立てられた鉄筋籠をクレーンにより吊り上げると共に縦に起立状態に吊り起こす時の釣支力により、該鉄筋篭の撓み、捻れ力が発生すると共にその力が各外締め交差接合金具に作用し、その作用を受けたとき、交差接合する各外締め交差接合金具に擦れを生じさせ、そのことで緩みを生じさせるが、該略レ形状の一対の外締め交差支持部を略U字形状に一対の締付けネジ部から変形させて該縦主筋の直径巾と略同巾とすることで、該緩みを防止して交差する縦主筋の抜け落ちを防ぐことができる。
Thus, the reinforcing frame in which the annular hoop bars are arranged in a grid pattern at predetermined intervals on the outside of the plurality of longitudinal main bars arranged in a cylinder and the long plate is formed in an annular shape is also in a predetermined position. A predetermined number, each of which is arranged in substantially the same manner, and at least the reinforcing frame is attached to each crossing portion orthogonal to each longitudinal main bar. The outer fastening cross-joint fitting has a substantially U-shaped or substantially U-shaped plane, has a pair of tightening screw portions at both ends, and the plane hooks the U-shaped or substantially U-shaped portion. Each of the hook portion and the pair of tightening screw portions are bent upright, and the side surface corresponding to the diameter width of the longitudinal main bar is substantially U-shaped, and the substantially U-shape is slightly A substantially rectangular shape formed by opening is formed as a pair of outer fastening cross support portions, and the latching portion and a pair of outer fastenings An outer fastening cross-joint metal body formed by connecting a cross support portion and a pair of tightening screw portions; a mounting washer having an insertion hole through which the pair of tightening screw portions are inserted; and a nut, the longitudinal main bar and a reinforcing frame or hoop of left or right one side near the reinforcing frame or hoop is centered on the crossing portion crossing, a pair of outer clamping the said longitudinal main reinforcement intersecting with engaging the該掛locking portion The pair of fastening screw parts standing up are arranged so as to be supported by the cross support part and sandwich the reinforcing frame or hoop bar in the vicinity of the other side, and the reinforcing frame or hoop bar is pressed and supported by a nut through a mounting washer. In the cross-joining of the screw tightening, the side surfaces of the pair of outer tightening cross-supporting portions are mounted in the substantially rectangular shape,
After the latching portion is locked to the longitudinal main bars of the intersecting portion and supported by the pair of outer tightening cross support portions, the side surfaces of the pair of outer tightening cross support portions are substantially U-shaped. By attaching to cross-join by deforming into a letter shape,
When the assembled rebar rod is lifted by a crane and lifted vertically in a standing state, the reed rod rod is bent and twisted, and the force acts on each outer fastening cross joint fitting. When subjected to the action, each outer fastening cross-joint fitting to be cross-joined is rubbed and thereby loosened. By deforming from the tightening screw portion so as to have a width substantially the same as the diameter width of the longitudinal main bars, the loosening can be prevented and falling off of the intersecting vertical main bars can be prevented.

それは交差接合するとき、まず、例えば左側の補強枠またはフープ筋に該掛止部を係止すると共に該一対の締付けネジ部の先端から交差する中央の該縦主筋を超えさせて装着し、その装着した状態が、該略レ形状の状態のまま取付け座金を介して螺着締付けすると、該該略レ形状の開き巾が、その掛止部と一対の締付けネジ部に螺着された取付け座金との間が該開き巾で螺着され、それは、略U字形状より略レ形状の先端の開きが大きい分が変形可能領域の巾、つまりそれぞれ該略U字形状に由来する巾と、略レ形状に由来する巾との差が、取付け座金が移動可能な距離として形成され、よって該略レ形状が有する該変形可能領域を、略U字形状に変形させることで、該縦主筋と同巾の変形可能領域を無くし、このことから上記略U字形状に変形させて一対の外締め交差支持部で螺着することで、変形可能領域由来の緩みを生じさせない。  When it is cross-joined, first, for example, the latching portion is locked to the left reinforcing frame or hoop muscle, and it is attached beyond the longitudinal main reinforcement at the center intersecting from the tip of the pair of tightening screw portions. When the mounted state is screwed and tightened through the mounting washer while the substantially cruciform shape is maintained, the opening width of the substantially cruciform shape is screwed to the latching portion and the pair of tightening screw portions. And the width of the deformable region, that is, the width derived from the substantially U shape, respectively, The difference from the width derived from the re-shape is formed as the distance that the mounting washer can move. Therefore, by deforming the deformable region of the approximate re-shape into a substantially U-shape, the same as the longitudinal main reinforcement. Eliminating the deformable area of the width, and from this, the above U shape By form by screwing a pair of outer clamping cross support section, it does not cause loosening from the deformable region.

つまり、その変形可能領域が存在する状態の鉄筋篭に撓み、捻れ力が加わると、その変形可能領域分だけ一対の締付けネジ部が変形して取付座金が緩むと共に移動し、そのことで取付け座金の押圧支持力が小さくなり、外締め交差接合金具に緩みが生じるが、該一対の外締め交差支持部の側面が該略レ形状の状態から略U字形状に変形させて、掛止部と一対の締付けネジ部の間の巾を縦主筋の巾と同じにすることで変形可能領域を無くし、該鉄筋篭の撓み、捻れ力が加わっても一対の締付けネジ部が変形することがなく、よって外締め交差接合金具に緩みが生じず、無溶接でも交差する縦主筋の抜け落ちを防ぐことができる。  In other words, when the deformable region is bent and the twisting force is applied to the reinforcing bar rod, the pair of tightening screw portions are deformed by the amount of the deformable region and the mounting washer is loosened and moved. The pressing support force of the outer fastening cross joint metal fitting is loosened, but the side surfaces of the pair of outer fastening cross support portions are deformed from the substantially rectangular shape to a substantially U shape, By making the width between the pair of tightening screw parts the same as the width of the longitudinal main bar, the deformable region is eliminated, and even if the reinforcing bar is bent or twisted, the pair of tightening screw parts are not deformed, Therefore, loosening does not occur in the externally tightened cross joint fitting, and it is possible to prevent the longitudinal main bars from falling off even without welding.

このことは、掛止部乃至一対の交差支持部の屈曲部に補強枠またはフープ筋から変形の影響を受けたとき、上述した「上向きの力」が作用するが、そのとき該一対の交差支持部の屈曲部に該変形可能領域が存在するとその量だけ変形し、またその逆に変形可能領域が無いと、直接、縦主筋とその係止する掛止部に加わり、その屈曲部に変形するような作用が起こらず、よって交差接合する外締め交差接合金具が擦れることなく支持されるので、その略レ形状から略U字形状に変形させて交差接合する取付け方法により鉄筋篭が崩壊することがない無溶接の組立てができた。  This is because the above-mentioned “upward force” acts on the latching part or the bent part of the pair of cross support parts when the reinforcement frame or the hoop muscle is affected by the deformation. If there is a deformable area in the bent part of the part, it will be deformed by that amount, and conversely if there is no deformable area, it will be directly added to the longitudinal main muscle and its latching part and deformed into the bent part The outer fastening cross-jointed metal fittings that are to be cross-joined are supported without rubbing, so that the reinforcing rods are collapsed by the attachment method in which they are deformed from their substantially rectangular shape to a substantially U-shape and cross-joined. It was possible to assemble without welding.

なお、一対の外締め交差支持部の側面が該略レ形状の必要性について、まず、縦主筋と交差する補強枠またはフープ筋の一方側に平面が略コの字形状または略U字形状の掛止部を係止させた後、該一対の締付けネジ部の先端から交差する該縦主筋を超えさせて一対の外締め交差支持部で該縦主筋を支持させ、そのとき係止した掛止部と該一対の締付けネジ部の先端が、該縦主筋を超えさせる距離において、該略レ形状に若干開いた状態の距離が大きいことから、該縦主筋を超えさせて支持することが可能となり、仮に、側面が略U字形状の状態の場合、縦主筋を超えさせる距離が足りず、該側面が略U字形状の状態の外締め交差接合金具本体では、交差状に支持することができないことにあり、外締め交差接合金具本体を装着するときに必要な形状となる。  In addition, about the necessity for the side surface of a pair of external fastening cross support part to be the said substantially rectangular shape, first, the plane is substantially U-shaped or substantially U-shaped on one side of the reinforcing frame or hoop muscle that intersects with the longitudinal main reinforcement. After the latching portions are locked, the vertical main bars are supported by a pair of external tightening cross support portions beyond the vertical main bars intersecting from the ends of the pair of tightening screw portions, and the latches locked at that time And the pair of tightening screw portions at a distance that exceeds the longitudinal main bar, the distance in a state of being slightly opened in the substantially rectangular shape is large, so that it can be supported beyond the vertical main bar. If the side surface is substantially U-shaped, there is not enough distance to exceed the longitudinal main bars, and the outer-tightened cross-jointed metal fitting body with the side surface being substantially U-shaped cannot be supported in a cross shape. It is necessary when installing the outer joint A shape.

しかして、第4の解決手段の、筒状に配置した複数の縦主筋の外側に環状のフープ筋を所定間隔で格子状に配設すると共に長板を環状に形成した補強枠も所定位置に所定数、略同様に各配設し、少なくとも該補強枠が各縦主筋と直交するそれぞれの交差部を無溶接で組立てる鉄筋篭の交差接合する内締め交差接合金具であって、該内締め交差接合金具は、市販のUボルト形状で、平面が略U字形状の掛止部と、該両端の締付けネジ部のそれぞれを起立状に屈曲または湾曲させて、補強枠またはフープ筋の板巾または直径巾に対応する側面が略コの字形状または略U字形状を一対の内締め交差支持部として形成し、該掛止部と一対の内締め交差支持部と一対の締付けネジ部が連設形成された内締め交差接合金具本体と、該一対の締付けネジ部が挿通される挿通孔を開設した取付け座金と、ナットを有し、該縦主筋と該補強枠またはフープ筋が交差する該交差部を中心とする上側の縦主筋に該掛止部を係止させると共に補強枠またはフープ筋を一対の内締め交差支持部で支持させ、該中心より下側の該縦主筋を、起立する該一対の締付けネジ部で挟むように配置すると共に該一対の締付けネジ部に取付け座金を介して該縦主筋を押圧支持とナットによる螺着締付けの交差接合であって、該補強枠またはフープ筋を支持する該一対の内締め交差支持部の側面が略コの字形状の形成巾に於いて、
鉄筋篭を縦に起立状態に吊り起こす、その吊り上げる釣支力が、該一対の内締め交差支持部に作用したとき、該一対の内締め交差支持部が変形しないように、その交差支持する補強枠またはフープ筋の板巾または直径巾と、該一対の内締め交差支持部の該側面が略コの字形状の該形成巾と略同巾で形成した内締め交差接合金具により、
組立てられた鉄筋籠をクレーンにより吊り上げると共に縦に起立状態に吊り起こす時の釣支力により、該鉄筋篭の撓み、捻れが発生すると共にその力が各内締め交差接合金具に作用し、そのとき該一対の交差支持部の略コの字形状または略U字形状の形成巾が、補強枠またはフープ筋の板巾または直径巾より広いと、その広い部分が変形可能領域となり、上述した如く、該変形可能領域が変形することで、内締め交差接合金具が緩み、そのことで係止力が弱まり、縦主筋が抜けることとなるが、該交差支持部を該板巾または直径巾と略同巾で形成することにより、上記変形可能領域が無くなり、そのことで一対の交差支持部の形成巾に変形が生じず、よって該鉄筋篭の撓み、捻れ力が加わっても補強枠またはフープ筋と縦主筋を交差接合する支持力が弱まることがない。
Therefore, the reinforcing frame in which the annular hoop bars are arranged in a lattice pattern at predetermined intervals on the outside of the plurality of longitudinal main bars arranged in a cylinder and the long plate is formed in an annular shape is also in a predetermined position. A predetermined number, each of which is arranged in substantially the same manner, and at least the reinforcing frame is an internal fastening cross joint metal fitting for cross joining of reinforcing bar rods which is assembled without welding at the respective intersecting portions orthogonal to the longitudinal main reinforcing bars. The joint metal fitting is a commercially available U-bolt shape, and a flat U-shaped latching portion and fastening screw portions at both ends thereof are bent or curved in an upright manner to form a reinforcing frame or a hoop bar width or The side corresponding to the width of the diameter is formed in a substantially U-shape or a substantially U-shape as a pair of inner fastening cross support portions, and the latching portion, the pair of inner fastening cross support portions, and a pair of tightening screw portions are arranged in series. The formed inner tightening cross-joint metal body and the pair of tightening screw portions A mounting washer has opened an insertion hole to be threaded, a nut, engaging the該掛retaining portion on the upper side of the longitudinal main reinforcement around the the crossing portion said longitudinal main reinforcement and the reinforcement frame or hoop intersect In addition, a reinforcing frame or a hoop is supported by a pair of inner fastening cross support portions, and the longitudinal main bars below the center are disposed so as to be sandwiched between the standing fastening screw portions and the pair of fastening screw portions. The longitudinal main bars are cross-joined by pressing and supporting the longitudinal main bars through a mounting washer and screwed and tightened with nuts, and the side surfaces of the pair of inner fastening cross-supporting parts that support the reinforcing frame or hoop bars are substantially U-shaped. In the formation width of
Reinforcement that cross-supports the pair of inner-tightening cross support portions so that the pair of inner-tightening cross-support portions does not deform when the lifting fishing support force that hangs the rebar rod vertically upright acts on the pair of inner-tightening cross support portions. By means of an inner fastening cross joint metal fitting formed by a plate width or a diameter width of a frame or a hoop line and the side face of the pair of inner fastening cross support portions formed with substantially the same width as the formation width of the substantially U shape,
When the assembled rebar rod is lifted by a crane and is lifted vertically in a standing state, the rebar rod is bent and twisted, and the force acts on each inner fastening cross joint fitting. When the width of the substantially U-shaped or substantially U-shaped formation of the pair of cross support portions is wider than the plate width or diameter width of the reinforcing frame or hoop muscle, the wide portion becomes a deformable region. When the deformable region is deformed, the inner fastening cross joint metal fitting is loosened, so that the locking force is weakened and the longitudinal main bars are pulled out, but the cross support portion is substantially the same as the plate width or diameter width. By forming it with a width, the deformable region is eliminated, so that no deformation occurs in the formation width of the pair of cross support portions, so that the reinforcing frame or the hoop is Cross join longitudinal main bars Never lifting force is weakened.

このことは、掛止部乃至一対の交差支持部の屈曲部に補強枠またはフープ筋から変形の影響を受けたとき、上述した「上向きの力」が作用するが、そのとき該一対の交差支持部の屈曲部に該変形可能領域が存在するとその量だけ変形し、またその逆に変形可能領域が無いと、直接、縦主筋とその係止する掛止部に加わり、その屈曲部に変形するような作用が起こらず、よって交差接合する内締め交差接合金具が擦れることなく支持されるので、無溶接で組み立てても鉄筋篭が崩壊することがない、内締め交差接合金具を得ることができた。  This is because the above-mentioned “upward force” acts on the latching part or the bent part of the pair of cross support parts when the reinforcement frame or the hoop muscle is affected by the deformation. If there is a deformable area in the bent part of the part, it will be deformed by that amount, and conversely if there is no deformable area, it will be directly added to the longitudinal main muscle and its latching part and deformed into the bent part Therefore, the internal fastening cross-joint fittings that are cross-joined are supported without rubbing, so that the internal fastening cross-joint fittings that do not collapse the rebar can be obtained even when assembled without welding. It was.

しかして、第5の解決手段の、筒状に配置した複数の縦主筋の外側に環状のフープ筋を所定間隔で格子状に配設すると共に長板を環状に形成した補強枠も所定位置に所定数、略同様に各配設し、少なくとも該補強枠が各縦主筋と直交するそれぞれの交差部を無溶接で組立てる鉄筋篭の交差接合する外締め交差接合金具であって、該外締め交差接合金具は、平面が略コの字形状または略U字形状で、該両先端に一対の締付けネジ部を有し、平面が該コの字形状または略U字形状部を掛止部とし、該掛止部と、該一対の締付けネジ部のそれぞれを起立状に湾曲させて、該縦主筋の直径巾に対応する側面が略U字形状で、且つ該略U字形状を若干開いて形成した略レ形状を一対の外締め交差支持部とし、該掛止部と一対の外締め交差支持部と一対の締付けネジ部を連設形成した外締め交差接合金具本体と、該一対の締付けネジ部が挿通される挿通孔を開設した取付け座金と、ナットを有し、上記該縦主筋と該補強枠またはフープ筋が交差する該交差部を中心とする左右どちらか一方側近傍の補強枠またはフープ筋に、該掛止部を係止させると共に交差する該縦主筋を一対の外締め交差支持部で支持させ、他方側近傍の補強枠またはフープ筋を挟むように、起立する該一対の締付けネジ部を配置すると共に取付け座金を介して該補強枠またはフープ筋を押圧支持とナットによる螺着締付けの交差接合であって、該一対の外締め交差支持部の側面が該略レ形状の形成巾に於いて、
該一対の外締め交差支持部の側面が略レ形状から略U字形状に変形させたとき、該縦主筋の直径巾と略同巾となるように、予め、該縦主筋の直径巾に対応した側面が略レ形状の該一対の外締め交差支持部として形成したことにより、
鉄筋籠を縦に起立状態に吊り起こすときの釣支力により、該鉄筋篭に捻れ力などが発生すると共にその力が各外締め交差接合金具に作用して緩みを生じさせるが、外締め交差接合金具本体の一対の外締め交差支持部を該略レ形状から略U字形状に、該縦主筋の直径巾と略同巾に変形させることで、上述した如く該緩みを防止して交差接合する縦主筋の抜け落ちを防ぐことができる。
Therefore, the reinforcing frame in which the annular hoop bars are arranged in a grid pattern at predetermined intervals on the outside of the plurality of longitudinal main bars arranged in a cylinder and the long plate is formed in an annular shape is also in a predetermined position. A predetermined number, each of which is arranged in substantially the same manner, and at least the reinforcing frame is an outer cross-connecting bracket for cross-joining rebar rods that are assembled without welding at the respective crossing portions orthogonal to the longitudinal main bars , The joining bracket has a substantially U-shaped or substantially U-shaped flat surface, and has a pair of fastening screw portions at both ends, and the flat surface has the U-shaped or substantially U-shaped portion as a hooking portion. Each of the latching portion and the pair of tightening screw portions are curved upright, and the side surface corresponding to the diameter width of the longitudinal main bar is substantially U-shaped, and the substantially U-shape is slightly opened. The substantially rectangular shape is used as a pair of outer fastening cross support portions, and the hooking portion, the pair of outer fastening cross support portions, and a pair of An externally tightened cross-jointed metal fitting body in which a fixing screw portion is continuously formed; a mounting washer having an insertion hole through which the pair of tightening screw portions are inserted; and a nut; the vertical main bar and the reinforcing frame or hoop The retaining frame is locked to a reinforcing frame or hoop muscle near the left or right side centered on the intersection where the muscles intersect, and the intersecting vertical main muscle is supported by a pair of external fastening intersection support portions. In addition, the pair of fastening screw parts standing up are arranged so as to sandwich the reinforcing frame or hoop bar in the vicinity of the other side, and the reinforcing frame or hoop bar is pressed through the mounting washer and cross-joined by screwing and tightening with a nut. And the side surfaces of the pair of external fastening cross support portions are in the formation width of the substantially rectangular shape,
Corresponding to the diameter width of the longitudinal main bars in advance so that when the side surfaces of the pair of outer fastening cross support portions are deformed from a substantially rectangular shape to a substantially U shape, the width of the longitudinal main bars is substantially the same. By forming the side surfaces as the pair of external fastening cross-supporting portions having a substantially rectangular shape,
Due to the fishing support force when the rebar rod is lifted upright, a twisting force is generated on the rebar rod and the force acts on each outer fastening cross-joint fitting to cause loosening. By deforming the pair of externally tightened cross support portions of the joint metal fitting from the substantially rectangular shape to a substantially U-shape so as to have the same width as the diameter of the longitudinal main bar, the loose joint is prevented as described above, and the cross joint is performed. It is possible to prevent the vertical main muscle from falling off.

それは交差接合するとき、まず、例えば左側の補強枠またはフープ筋に該掛止部を係止すると共に該一対の締付けネジ部の先端から交差する中央の該縦主筋を超えさせて装着し、その装着した状態が、側面該略レ形状の状態のまま取付け座金を介して螺着締付けすると、縦主筋を挟む一対の交差支持部の形成巾が、その掛止部と一対の締付けネジ部に螺着された取付け座金との間が広い状態で螺着され、つまり、略U字形状と該略レ形状の先端の開きの大きさの差の広い状態で螺着され、その開きの大きさの差は、それぞれ該略U字形状に由来する巾と、略レ形状に由来する巾との差が、変形可能領域の巾として形成され、よって上述した如く、該略レ形状には該変形可能領域があり、またそれを略U字形状に変形させることで、該縦主筋と同巾の変形可能領域が無くなり、このことから略U字形状に変形させて一対の外締め交差支持部で螺着することで緩みを生じさせない。  When it is cross-joined, first, for example, the latching portion is locked to the left reinforcing frame or hoop muscle, and it is attached beyond the longitudinal main reinforcement at the center intersecting from the tip of the pair of tightening screw portions. When the mounted state is screwed and tightened through the mounting washer while the side surface is in the substantially round shape, the formation width of the pair of cross support portions sandwiching the longitudinal main bar is screwed to the latching portion and the pair of tightening screw portions. It is screwed in a wide state between the attached mounting washer, that is, it is screwed in a state where the difference in opening size between the substantially U-shaped and the substantially rectangular shape is wide. The difference is that the difference between the width derived from the substantially U-shape and the width derived from the substantially rectangular shape is formed as the width of the deformable region, and as described above, the substantially rectangular shape can be deformed. There is a region, and by transforming it into a substantially U shape, There is no deformable zone of the width, it does not cause loosening by screwing a pair of outer clamping intersecting support portion is deformed into a substantially U-shape from this.

つまり、その変形可能領域が存在する状態の鉄筋篭に撓み、捻れ力が加わると、その変形可能領域分だけ一対の締付けネジ部が変形して取付座金が緩むと共に移動し、そのことで取付け座金の押圧支持力が小さくなり、外締め交差接合金具に緩みが生じるが、該一対の外締め交差支持部の側面が該略レ形状の状態から略U字形状に変形させて、掛止部と一対の締付けネジ部の間の巾を縦主筋の巾と同じにすることで、変形可能領域を無くし、該鉄筋篭の撓み、捻れ力が加わっても一対の締付けネジ部が変形することがなく、よって外締め交差接合金具に緩みが生じず、無溶接でも交差する縦主筋の抜け落ちを防ぐことができる。  In other words, when the deformable region is bent and the twisting force is applied to the reinforcing bar rod, the pair of tightening screw portions are deformed by the amount of the deformable region and the mounting washer is loosened and moved. The pressing support force of the outer fastening cross joint metal fitting is loosened, but the side surfaces of the pair of outer fastening cross support portions are deformed from the substantially rectangular shape to a substantially U shape, By making the width between the pair of tightening screw portions the same as the width of the longitudinal main bar, the deformable region is eliminated, and the pair of tightening screw portions will not be deformed even if the bending or twisting force of the reinforcing bar is applied. Therefore, the outer fastening cross-joint fitting does not loosen, and it is possible to prevent the longitudinal main bars from falling off even without welding.

このことは、掛止部乃至一対の交差支持部の屈曲部に補強枠またはフープ筋から変形の影響を受けたとき、上述した「上向きの力」が作用するが、そのとき該一対の交差支持部の屈曲部に該変形可能領域が存在するとその量だけ変形し、またその逆に変形可能領域が無いと、直接、縦主筋とその係止する掛止部に加わり、その屈曲部に変形するような作用が起こらず、よって交差接合する外締め交差接合金具が擦れることなく支持されるので、その略レ形状から略U字形状に変形させて交差接合する該一対の外締め交差支持部により鉄筋篭が崩壊することがない外締め交差接合金具を得たことで無溶接の組立てができ、
よって、これらのことから本発明は、実用上著大な効果を奏する。
This is because the above-mentioned “upward force” acts on the latching part or the bent part of the pair of cross support parts when the reinforcement frame or the hoop muscle is affected by the deformation. If there is a deformable area in the bent part of the part, it will be deformed by that amount, and conversely if there is no deformable area, it will be directly added to the longitudinal main muscle and its latching part and deformed into the bent part Therefore, the outer fastening cross-joining metal fittings that are cross-joined are supported without rubbing. As a result of obtaining an externally tightened cross joint fitting that does not cause the steel bar to collapse, it can be assembled without welding.
Therefore, the present invention has a practically significant effect.

本発明の鉄筋篭1の平面図である。  It is a top view of the reinforcing bar rod 1 of the present invention. 本発明の縦主筋2と補強枠4及びフープ筋3の交差接合状態を示す要部の斜視図である。  It is a perspective view of the principal part which shows the cross-joining state of the longitudinal main reinforcement 2, the reinforcement frame 4, and the hoop reinforcement 3 of this invention. 本発明の内締め交差接合金具5aの斜視図である。  It is a perspective view of the inner fastening cross joint metal fitting 5a of this invention. 本発明の縦主筋2と補強枠4及びフープ筋3の交差接合状態を示す要部の斜視図である。  It is a perspective view of the principal part which shows the cross-joining state of the longitudinal main reinforcement 2, the reinforcement frame 4, and the hoop reinforcement 3 of this invention. 本発明の外締め交差接合金具5bの斜視図である。  It is a perspective view of the outer fastening cross-joint fitting 5b of the present invention. 本発明の外締め交差接合金具本体10bの側面図である。  It is a side view of the external fastening cross-joint metal body 10b of the present invention. 本発明の外締め交差接合金具本体10bの取付け状態を示す要部の側面図である。  It is a side view of the principal part which shows the attachment state of the external fastening cross-joint metal fitting body 10b of this invention. 本発明の外締め交差接合金具5bを変形させて取付た状態を示す要部の側面図である。  It is a side view of the principal part which shows the state which deform | transformed and attached the external fastening cross-joining metal fitting 5b of this invention. 本発明の外締め交差接合金具5bを変形させて取付た状態を示す要部の平面図である。  It is a top view of the principal part which shows the state which deform | transformed and attached the outer fastening cross-joint metal fitting 5b of this invention. 本発明の内締め交差接合金具5aを螺着した状態を示す要部の正面図である。  It is a front view of the principal part which shows the state which screwed the inner fastening cross-joining metal fitting 5a of this invention. 本発明の取付け座金11の湾曲状態を示す要部の側面図である。  It is a side view of the principal part which shows the curved state of the mounting washer 11 of this invention. 本発明の補強枠4に内締め交差接合金具5aを螺着した状態を示す要部の側面図である。  It is a side view of the principal part which shows the state which screwed the inner fastening cross-joining metal fitting 5a to the reinforcement frame 4 of this invention. 本発明の補強枠4に内締め交差接合金具5aを螺着した状態を示す要部の平面図である。  It is a top view of the principal part which shows the state which screwed the inner fastening cross-joining metal fitting 5a to the reinforcement frame 4 of this invention. 本発明の補強枠4使用の内締め交差接合金具5aに釣支力が加わった状態を示す要部の側面図である。  It is a side view of the principal part which shows the state where the fishing support force was added to the inner fastening cross-joining metal fitting 5a of the reinforcement frame 4 use of this invention. 本発明の補強枠4使用の内締め交差接合金具5aに釣支力が加わった状態を示す要部の側面図である。  It is a side view of the principal part which shows the state where the fishing support force was added to the inner fastening cross-joining metal fitting 5a of the reinforcement frame 4 use of this invention. 本発明のフープ筋3に内締め交差接合金具5aaを螺着した状態を示す要部の側面図である。  It is a side view of the principal part which shows the state which screwed the inner fastening cross-joining metal fitting 5aa to the hoop muscle 3 of this invention. 本発明のフープ筋3に内締め交差接合金具5aaを螺着した状態を示す要部の平面図である。  It is a top view of the principal part which shows the state which screwed the inner fastening cross-joining metal fitting 5aa to the hoop muscle 3 of this invention. 本発明のフープ筋3使用の内締め交差接合金具5aaに釣支力が加わった状態を示す要部の側面図である。  It is a side view of the principal part which shows the state where the fishing support force was added to the inner fastening cross-joining metal fitting 5aa of the hoop muscle 3 use of this invention. 本発明のフープ筋3使用の内締め交差接合金具5aaに釣支力が加わった状態を示す要部の側面図である。  It is a side view of the principal part which shows the state where the fishing support force was added to the inner fastening cross-joining metal fitting 5aa of the hoop muscle 3 use of this invention.

第一の実施例は、鉄筋篭の縦主筋と補強枠またはフープ筋を交差接合させる内締め交差接合金具は、平面が略U字形状の掛止部と一対の締付けネジ部をその両端から起立状に屈曲または湾曲させて一対の内締め交差支持部を形成し、該掛止部と一対の内締め交差支持部と一対の締付けネジ部が連設形成された内締め交差接合金具本体と、取付け座金と、ナットで構成し、該縦主筋と補強枠またはフープ筋が交差する該交差部の中心より上側の縦主筋に該掛止部を係止させると共に補強枠またはフープ筋を一対の内締め交差支持部で支持させ、該交差部より下側の該縦主筋を挟むように該一対の締付けネジ部を配置すると共に取付け座金を介して該縦主筋を押圧支持とナットによる螺着締付けで交差接合する取付け方法において、該交差部の上側を、鉄筋篭を縦に起立状態に吊り起こすその吊り上げ側とし、該交差部より上側である吊り上げる釣支力が作用する側近傍の縦主筋に上記掛止部を係止すると共に該下側近傍の縦主筋に一対の締付けネジ部を各配置した内締め交差接合金具の取付け方法により、無溶接で組立ても崩壊に繋がることが無ない鉄筋篭の提供を実現させた。In the first embodiment, the inner fastening cross-joint fitting that cross-joins the longitudinal main bar of the reinforcing bar and the reinforcing frame or the hoop bar is provided with a hook portion having a substantially U-shaped plane and a pair of tightening screw portions rising from both ends. Forming a pair of inner fastening cross support portions by bending or bending into a shape, and an inner fastening cross joint metal fitting body in which the latching portion, a pair of inner fastening cross support portions, and a pair of tightening screw portions are formed continuously, a mounting washer, constructed in the nut, said longitudinal main reinforcement and the reinforcing frame or reinforcement frame or the pair hoop with hoop is engaging the該掛retaining portion on the upper side of the longitudinal main reinforcement from the center of the cross section intersecting in is supported by the clamping cross support section, clamping screwing by pressing and supporting the nuts said longitudinal main reinforcement through the attachment washer with placing the pair of clamping screw portion so as to sandwich the lower of the vertical main bars from the intersection in mounting method for cross joining up of the intersection The causes hanging upright reinforcing bars cage vertically to its lifting side, near the lower side with fishing支力lifting is above the said cross section is engaged with the engaging portion on the side near the longitudinal main reinforcement acting By using the inner fastening cross-joint mounting method in which a pair of tightening screw portions are arranged on each longitudinal main bar, it is possible to provide a reinforcing bar that does not cause collapse even if assembled without welding.

第二の実施例は、一対の締付けネジ部に取付け座金を介してナットで螺着締付けするときの該取付け座金が、縦主筋を中心に左右に各6度乃至9度の範囲で湾曲する程度の螺着締付けする内締め交差接合金具の取付け方法により、無溶接で組立ても崩壊に繋がることが無ない鉄筋篭の提供を実現させた。  In the second embodiment, when the mounting washer is screwed and tightened to the pair of tightening screw portions with a nut through the mounting washer, the mounting washer is curved in the range of 6 to 9 degrees to the left and right with the longitudinal main bar as the center. By using the method of attaching the inner fastening cross-joint fittings that are screwed and tightened, it has been possible to provide a reinforcing bar that does not cause collapse even if it is assembled without welding.

第三の実施例は、鉄筋篭のフープ筋及び補強枠と縦主筋を交差接合させる外締め交差接合金具は、平面が略コの字形状または略U字形状の掛止部と、該両端部側の一対の締付けネジ部を起立状に湾曲させて側面が略U字形状に形成すると共に該略U字形状を若干開いた略レ形状の一対の外締め交差支持部として連設形成された外締め交差接合金具本体と、取付け座金と、ナットで構成し、上記該縦主筋と該補強枠またはフープ筋が交差する該交差部を中心とする左右どちらか一方側近傍の補強枠またはフープ筋に、該掛止部を係止させると共に縦主筋を一対の外締め交差支持部で支持させ、他方側に取付け座金を介して該補強枠またはフープ筋を押圧支持とナットによる螺着締付けで交差接合する外締め交差接合金具本体で支持させ、該一対の外締め交差支持部を側面が略レ形状から略U字形状に変形させた後、取付け座金を介して該補強枠またはフープ筋を押圧支持させると共にナットにより螺着締付けする外締め交差接合金具の取付け方法により、無溶接で組立ても崩壊に繋がることが無ない鉄筋篭の提供を実現させた。In the third embodiment, the outer fastening cross-joint fitting for cross-joining the hoop and reinforcing frame of the reinforcing bar and the longitudinal main reinforcing bar has a substantially U-shaped or U-shaped hooking portion, and both end portions thereof. A pair of tightening screw portions on the side are bent upright to form a substantially U-shaped side surface, and are formed as a pair of externally tightened cross-supporting portions that are substantially U-shaped and slightly open. A reinforcing frame or hoop bar in the vicinity of either the left or right side centered on the intersection where the vertical main bar and the reinforcing frame or hoop line intersect each other. The vertical main bar is supported by a pair of external fastening cross support parts, and the reinforcing frame or hoop is crossed by pressing support and screw tightening with a nut via a mounting washer on the other side. It is supported by the outer fastening cross-joint body to be joined, and the pair After the outer fastening cross support portion is deformed from a substantially rectangular shape to a substantially U shape, the reinforcing frame or the hoop muscle is pressed and supported via a mounting washer and screwed and tightened with a nut. With the mounting method, it was possible to provide rebar rods that would not lead to collapse even if assembled without welding.

第四の実施例は、鉄筋篭のフープ筋及び補強枠と縦主筋を交差接合させる内締め交差接合金具は、該内締め交差接合金具は、平面が略U字形状の掛止部とその両端の締付けネジ部を、起立状に屈曲または湾曲させて側面が略コの字形状または略U字形状の一対の内締め交差支持部を形成し、該掛止部と一対の内締め交差支持部と一対の締付けネジ部が連設形成された内締め交差接合金具本体と、取付け座金と、ナットで構成し、上記該縦主筋と該補強枠またはフープ筋が交差する該交差部の上側に該掛止部を係止させると共に一対の内締め交差支持部で補強枠またはフープ筋を交差接合させ、該交差部の下側の該縦主筋を挟むように該一対の締付けネジ部を配置すると共に取付け座金を介して該縦主筋を押圧支持とナットによる螺着締付けで交差接合する該内締め交差接合金具本体の側面が略コの字形状の巾を補強枠またはフープ筋の巾と略同巾で形成した内締め交差接合金具により、無溶接で組立ても崩壊に繋がることが無ない鉄筋篭の提供を実現させた。The fourth embodiment is an inner fastening cross-joint fitting that cross-joins the reinforcing bar hoop and reinforcing frame with the longitudinal main reinforcing bar. The inner fastening cross-joint fitting includes a hook portion having a substantially U-shaped plane and both ends thereof. The tightening screw portion is bent or curved in an upright manner to form a pair of inner fastening cross support portions whose side faces are substantially U-shaped or substantially U-shaped, and the latching portion and a pair of inner fastening cross support portions And an inner-tightening cross-jointed metal fitting body in which a pair of tightening screw portions are continuously formed, a mounting washer, and a nut, and the vertical main bar and the reinforcing frame or the hoop bar cross above the crossing part. the hook member with engaged crossed joining reinforcing frame or hoop of a pair of inner clamping cross support section, while placing the pair of clamping screw portion so as to sandwich the lower of the vertical main bars of the crossing portion The vertical bar is supported by pressing and tightening with a nut through a mounting washer. The inner clamped cross-jointed metal fittings, which have a substantially U-shaped width on the side surface of the inner-tightened cross-jointed bracket body to be joined, are formed to have the same width as the width of the reinforcing frame or hoop bar. We have realized the provision of rebar rods that have nothing.

第五の実施例は、鉄筋篭のフープ筋及び補強枠と縦主筋を交差接合させる外締め交差接合金具は、平面が略コの字形状または略U字形状の掛止部と、該両端部側の一対の締付けネジ部を起立状に湾曲させて側面が略U字形状に形成すると共に該略U字形状を若干開いた略レ形状に変形させて一対の外締め交差支持部として連設形成た外締め交差接合金具本体と、取付け座金と、ナットで構成し、上記鉄筋篭のフープ筋及び補強枠と縦主筋を交差接合するその交差部の中心より左右どちらか一方側近傍の補強枠またはフープ筋に、該掛止部を係止させると共に縦主筋を一対の外締め交差支持部で支持させ、他方側に取付け座金を介して該補強枠またはフープ筋を押圧支持とナットによる螺着締付けで交差接合したとき、縦主筋の両側で該掛止部と一対の締付けネジ部のそれぞれが起立して挟むように装着される該一対の外締め交差支持部の略レ形状の該挟む巾を略レ形状から略U字形状に変形させたとき、該縦主筋の巾と略同巾となるように、予め、該縦主筋の巾に対応した略レ形状に形成した外締め交差接合金具により、無溶接で組立ても崩壊に繋がることが無ない鉄筋篭の提供を実現させた。In the fifth embodiment, the outer fastening cross-joint fitting for cross-joining the reinforcing bar hoop and reinforcing frame with the longitudinal main reinforcing bar has a substantially U-shaped or substantially U-shaped hooking portion and both end portions. A pair of tightening screw portions on the side are bent upright to form a side surface in a substantially U shape, and the substantially U shape is deformed into a substantially open shape that is slightly opened to be continuously provided as a pair of external fastening cross support portions. an outer clamping cross joint device body formed, a mounting washer, constructed in the nut, reinforcing the left or right one side near the center of the intersection which intersects joining the hoop and the reinforcing frame and the longitudinal main reinforcement of the reinforcing bars cage The frame or hoop bar is engaged with the latching part and the vertical main bar is supported by a pair of outer fastening cross support parts, and the reinforcing frame or hoop bar is pressed on the other side via a mounting washer and screwed with a nut. When cross-joined by tightening, the hooks on both sides of the longitudinal main muscle And the pair of outer tightening cross support portions mounted so that each of the pair of tightening screw portions stands up and sandwiched, when the sandwiching width of the substantially reshape is changed from a substantially reshape to a substantially U shape, Reinforcing bar that does not lead to collapse even if it is assembled without welding by means of an externally fastened cross joint metal fitting formed in advance in a substantially rectangular shape corresponding to the width of the vertical main bars so as to be substantially the same width as the vertical main bars Realized the provision of.

そして、その課題の無溶接で組立てる鉄筋篭は、その吊り起こす時の鉄筋篭の撓み、捻れの大きさに比例して、各交差接合金具が係止する主筋の掛止部で擦れの量が変化し、その捻れと擦れは相対して発生するので、その擦れを少なく押さえることで捻れも小さく、またその反対に擦れが大きくなることで、交差接合金具の締付けネジ部に過度の力が加わり断裂して鉄筋篭の崩壊となり、そこでその交差接合金具の擦れを最小限に止どめ鉄筋篭を大きく変形させない交差接合金具の提供を実現させた。  And the rebar rod assembled without welding of the problem is in proportion to the amount of bending and torsion of the rebar rod when it is hung up, and the amount of rubbing at the latching portion of the main bar that each cross-joining bracket locks The twisting and rubbing occur relative to each other. Therefore, by suppressing the rubbing to a small extent, the twisting is small, and on the contrary, the rubbing is large, and an excessive force is applied to the tightening screw part of the cross-connecting bracket. The rupture of the reinforcing bar was achieved by rupturing, and it was possible to provide a crossed joint that minimizes the friction of the crossed joint and does not greatly deform the reinforcing bar.

本発明の実施例を図面に基づいて説明すると、図1に於いて、1は鉄筋篭で、該鉄筋篭1は、柱状に配設された縦主筋2に、それぞれ環状のフープ筋3と補強枠4を所定間隔で外嵌して格子状に交差させると共に柱状に組み合わせ、該柱状の鉄筋篭1の内部に入ってその内側から格子状の交差部に内締め交差接合金具5a,5a,…を使用して締め付け作業をする場合と、また外締め交差接合金具5b,5b,…により外側から交差接合させて、組立作業をすることで横組みされる。  An embodiment of the present invention will be described with reference to the drawings. In FIG. 1, reference numeral 1 denotes a reinforcing bar rod, and the reinforcing rod rod 1 is provided with a longitudinal main reinforcing rod 2 arranged in a column shape and an annular hoop bar 3 and a reinforcement. The frames 4 are externally fitted at predetermined intervals so as to intersect with each other in a lattice shape and are combined in a column shape, and enter the inside of the columnar rebar rod 1 and enter the inner fastening cross joint metal fittings 5a, 5a,. Are assembled by cross-joining from the outside by external fastening cross-joining metal fittings 5b, 5b,.

そこで、該鉄筋篭1に使用される縦主筋2は、構築する杭の規模によりその縦主筋2の鉄筋径が適宜選ばれ、通常、フープ筋3より大径の鉄筋が使用され、また該フープ筋3は、その使用する鉄筋の両端部を溶着して環状に形成したもので、該フープ筋3を縦主筋2に対し所定間隔で格子状に外嵌配設して、主に結束線6を用いて結束保持される。  Therefore, as for the longitudinal main reinforcing bar 2 used for the reinforcing bar 1, the reinforcing bar diameter of the vertical reinforcing bar 2 is appropriately selected depending on the scale of the pile to be constructed, and a reinforcing bar having a diameter larger than that of the hoop reinforcing bar 3 is usually used. The rebar 3 is formed in an annular shape by welding both ends of the reinforcing bar to be used. The hoop rebar 3 is externally arranged in a lattice pattern at a predetermined interval with respect to the longitudinal main rebar 2, and mainly the binding wire 6. Are held together.

そして、その縦主筋2に各配置されたフープ筋3及び補強枠4をそれぞれ交差接合することに於いて、フープ筋3は、図2に示すように、結束線6で縦主筋2とフープ筋3を結束して保持固定され、また補強枠4は、図2に示すように平板状で、その両端部を溶着して環状に形成して予め製作され、該補強枠4を上記柱状に配設された縦主筋2に外嵌して所定間隔で該縦主筋2と格子状に交差させて、該交差部に内締め交差接合金具5a,5a,…で交差接合して組立てられる。  Then, the hoop muscles 3 and the reinforcing frames 4 respectively arranged on the vertical main bars 2 are cross-joined, and the hoop muscles 3 are connected to the vertical main bars 2 and the hoop muscles by a binding wire 6 as shown in FIG. The reinforcing frame 4 has a flat plate shape as shown in FIG. 2 and is formed in advance by welding its both ends to form an annular shape. The reinforcing frame 4 is arranged in the above-mentioned column shape. It is externally fitted to the longitudinal main bar 2 provided, intersects with the vertical main bar 2 in a grid pattern at predetermined intervals, and is cross-joined with the inner fastening cross-joining metal fittings 5a, 5a,.

なお、図1に示す外締め交差接合金具5b,5b,…は、該鉄筋篭1の外側からの締め付け作業が容易なときおいて使用され、そして該鉄筋篭1の縦主筋2とフープ筋3及び補強枠4の交差接合する作業が、内側、外側の別に適宜、選ばれるのはそれぞれ作業方向の容易さによって選ばれ、その作業別によりそれぞれ内締め交差接合金具5aまたは外締め交差接合金具5bが選ばれる。  1 is used when the tightening work from the outside of the reinforcing bar 1 is easy, and the longitudinal main bar 2 and the hoop bar 3 of the reinforcing bar 1 are used. The operation of cross-joining the reinforcing frame 4 is appropriately selected for the inner side and the outer side depending on the ease of the working direction, and depending on the work, the inner fastening cross-joining fitting 5a or the outer fastening cross-joining fitting 5b is selected. Is selected.

そこで、該内締め交差接合金具5aは、図2及び図3に示すように、市販のUボルトの形状で、平面略U字形状の掛止部7aと一対の締付けネジ部8a,8aを、それぞれ起立状に屈曲させて側面が略コの字形状の一対の交差支持部9a,9aを形成すると共に該掛止部7aと一対の締付けネジ部8a,8aとで交差接合金具本体10aを形成し、平板状の取付け座金11に開設する挿通孔12,12に該一対の締付けネジ部8a,8aを挿通すると共にナット13,13で螺着締め付けする。  Therefore, as shown in FIGS. 2 and 3, the inner fastening cross-joint fitting 5a is in the shape of a commercially available U-bolt, and includes a substantially U-shaped hooking portion 7a and a pair of fastening screw portions 8a and 8a. A pair of cross support portions 9a and 9a whose side surfaces are bent in an upright shape to form a substantially U shape, and a cross joint metal fitting body 10a is formed by the latching portion 7a and the pair of tightening screw portions 8a and 8a. Then, the pair of tightening screw portions 8 a and 8 a are inserted into the insertion holes 12 and 12 provided in the flat mounting washer 11 and screwed and tightened with the nuts 13 and 13.

そして該交差接合金具本体10aの一対の交差支持部9a,9aの該略コの字形状の巾は、支持する該補強枠4の板巾と略同巾で形成し、それは、補強枠4の板巾より広いと、その広い部分が変形可能領域として形成され、のちにそこが変形して、交差接合した内締め交差接合金具5aが緩む可能性があることから一対の交差支持部9a,9aは支持する該補強枠4の巾と略同巾とし、また他の実施例のフープ筋3を支持するときは、該フープ筋3の巾に対応させて形成する。  The width of the substantially U-shape of the pair of cross-supporting portions 9a, 9a of the cross-joint metal body 10a is formed to be substantially the same as the plate width of the reinforcing frame 4 to be supported. If the width is larger than the plate width, the wide portion is formed as a deformable region, which is later deformed, and the cross-joined inner fastening cross-joining metal fitting 5a may be loosened. Is substantially the same as the width of the reinforcing frame 4 to be supported, and when supporting the hoop muscle 3 of another embodiment, it is formed corresponding to the width of the hoop muscle 3.

また、該外締め交差接合金具5bは、図4及び図5に示すように、平面が略コの字形状で、該コの字形状の掛止部7bと一対の締付けネジ部8b,8bを、それぞれ起立状に湾曲させて縦主筋2の外径に沿った側面が略U字形状の一対の交差支持部9b,9bを形成すると共に該掛止部7bと一対の締付けネジ部8b,8bとで交差接合金具本体10bを形成し、平板状の取付け座金11に開設する挿通孔12,12に該一対の締付けネジ部8b,8bを挿通すると共にナット13,13で螺着締め付けする。  Further, as shown in FIGS. 4 and 5, the outer fastening cross-joining metal fitting 5b has a substantially U-shaped flat surface, and has a U-shaped hooking portion 7b and a pair of tightening screw portions 8b, 8b. The side surfaces along the outer diameter of the longitudinal main bars 2 are curved in an upright shape to form a pair of cross support portions 9b, 9b having a substantially U shape, and the latching portion 7b and a pair of tightening screw portions 8b, 8b. Are formed, and the pair of tightening screw portions 8b and 8b are inserted into the insertion holes 12 and 12 formed in the flat mounting washer 11 and screwed and tightened with the nuts 13 and 13, respectively.

なお、該交差接合金具本体10bの一対の交差支持部9b,9bの側面が略U字形状は、上述したように、該一対の交差支持部9b,9が支持する縦主筋2の直径巾に対応させて、該一対の交差支持部9b,9bに変形可能領域が形成されない巾として形成する。  The side surfaces of the pair of cross support portions 9b, 9b of the cross joint metal fitting 10b are substantially U-shaped, as described above, with the diameter width of the longitudinal main bars 2 supported by the pair of cross support portions 9b, 9 being as described above. Correspondingly, the pair of cross support portions 9b, 9b is formed as a width where a deformable region is not formed.

しかして、多数の縦主筋2,2,…と補強枠4を交差させると共に該交差部に外締め交差接合金具5bにより交差接合させるときの該外締め交差接合金具5bの形成に於いては、図6及び図7に示すように、該縦主筋2の直径巾に対応するように側面が略U字形状に湾曲させて形成した一対の交差支持部9b,9bを若干開いた略レ形状とし、図7に示すように、補強枠4に略コの字形状の掛止部7bを係止させると共に一対の締付けネジ部8b,8bの先端から縦主筋2を超して該補強枠4と交差する該縦主筋2を一対の交差支持部9b,9bで支持させ、その状態で図7に示すパイプハンドル14により該略レ形状の先端側の一対の交差支持部9b,9bを図示する矢印方向に屈曲させて、図8に示すように、一対の交差支持部9b,9bを該略レ形状から略U字形状に変形させて装着する。  Thus, in the formation of the outer fastening cross-joining metal fitting 5b when the longitudinal main bars 2, 2,... And the reinforcing frame 4 are crossed and cross-joined to each other by the outer fastening cross-joining metal fitting 5b, As shown in FIGS. 6 and 7, a pair of cross support portions 9b, 9b formed by curving side surfaces in a substantially U shape so as to correspond to the diameter width of the longitudinal main bars 2 are formed in a substantially open shape. As shown in FIG. 7, the substantially U-shaped hooking portion 7b is locked to the reinforcing frame 4, and the reinforcing frame 4 extends from the tip of the pair of tightening screw portions 8b, 8b beyond the longitudinal main bar 2. The crossed vertical main bars 2 are supported by a pair of cross support portions 9b and 9b, and in this state, the pipe handle 14 shown in FIG. As shown in FIG. 8, the pair of cross support portions 9b, 9 are bent in the direction. The mounting is deformed into a substantially U-shape from the symbolic les shape.

そして、その装着された縦主筋2と補強枠4を交差接合させて螺着するとき、図8及び図9に示すように、該補強枠4と交差する縦主筋2を略U字形状の一対の交差支持部9b,9bで支持し、該補強枠4を取付け座金11で押圧保持させると共に該穴部12,12に該一対の締付けネジ部8b,8bを挿通して該取付け座金11を介してナット13,13で螺着締付けすることで、略U字形状に変形可能領域が形成されない巾で、縦主筋2と補強枠4を交差接合している。  Then, when the attached vertical main bar 2 and the reinforcing frame 4 are cross-joined and screwed together, as shown in FIGS. 8 and 9, the vertical main bar 2 that crosses the reinforcing frame 4 is a pair of substantially U-shaped. The reinforcing frame 4 is pressed and held by the mounting washer 11, and the pair of tightening screw portions 8b and 8b are inserted into the holes 12 and 12 through the mounting washer 11. The vertical main bars 2 and the reinforcing frame 4 are cross-joined with a width that does not form a deformable region in a substantially U shape by screwing and tightening with the nuts 13 and 13.

その螺着締め付けに関して、内締め交差接合金具5aにおいては、図10及び図11に示すように、縦主筋2を中心に、取付け座金11が左右に若干湾曲するように螺着締付けする。  With respect to the screw tightening, in the inner tightening cross-joining metal fitting 5a, as shown in FIGS.

その湾曲する螺着締付けにおいて、図10に示すように、取付け座金11を介してナット13,13で螺着締付けする該締付け値は、ナット13,13で螺着締付けすると、該取付け座金11が縦主筋2を中心として左右に湾曲すると共に一対の締付けネジ部8a,8aが、略逆ハの字状に外側に開くように変形し、該縦主筋2を中心に取付け座金11が図11に示すように、それぞれ各αの角度分、左右側に湾曲し、その時の左右の各αを、6度乃至9度程度の湾曲の範囲で螺着締付けする。  In the curved screw tightening, as shown in FIG. 10, the tightening value screwed and tightened with nuts 13 and 13 via the mounting washer 11 is the same as that when the nuts 13 and 13 are screwed and tightened. A pair of tightening screw portions 8a and 8a are deformed so as to open outward in a substantially inverted C shape with the vertical main bar 2 as the center, and a mounting washer 11 is shown in FIG. As shown in the drawing, each α is bent to the left and right by an angle of α, and the left and right α at that time are screwed and tightened within a range of bending of about 6 to 9 degrees.

つまり、該6度乃至9度の湾曲範囲は、左右に各6度程度の湾曲する量を最小とし、その最小値が、縦主筋2を締付け支持できる最小の値であり、また左右に各9度程度の湾曲を最大値とし、その最大値が、縦主筋2の押圧支持力が最大となる値であって、一対の締付けネジ部8a,8aが略逆ハの字状に開くように変形する値でもあり、その縦主筋2の押圧支持力が、最大となる値を超えて締付けると、該締付けネジ部8a,8aが断裂する危険性が増すこととなる。  In other words, the bending range of 6 degrees to 9 degrees minimizes the amount of bending of about 6 degrees to the left and right, and the minimum value is the minimum value capable of tightening and supporting the longitudinal main muscle 2, and 9 degrees to the left and right. The degree of bending is set to a maximum value, and the maximum value is a value at which the pressing support force of the longitudinal main muscle 2 is maximized, and the pair of tightening screw portions 8a and 8a are deformed so as to open in a substantially reverse C shape. If the pressing support force of the longitudinal main muscle 2 exceeds the maximum value, the risk of the tightening screw portions 8a, 8a breaking is increased.

よって、その螺着締付けにより該取付け座金11が屈曲する角度の値が6度程度以下では、締め付け不足により交差支持が緩み、また9度以上では、鉄筋篭1を吊り起こして捻れ、撓みの影響を受けたとき、締付けネジ部8a,8aが断裂する危険が増すことから最適な支持力で、縦主筋2と補強枠4を交差接合させる値となり、該6度乃至9度の湾曲の範囲は、取付け座金11の板厚、螺着締め付けする縦主筋2、補強枠4、フープ筋3の大きさ、形状などによっても若干の変動幅があり、それは図10に示すように、ナット13,13で螺着締付けする取付け座金11の裏側、つまりその螺着締付けする直下は取付け座金11を支持するものがなにも無く、よってその湾曲する振れ幅には誤差が生じるためである。  Therefore, when the value of the angle at which the mounting washer 11 bends due to the screwing is about 6 degrees or less, the cross support is loosened due to insufficient tightening, and when it is 9 degrees or more, the reinforcing bar 1 is hung up and twisted, and the influence of the bending is exerted. Since the risk of tearing of the tightening screw portions 8a and 8a is increased, the longitudinal support bar 2 and the reinforcing frame 4 are cross-joined with an optimum supporting force, and the range of the curvature of 6 to 9 degrees is Depending on the plate thickness of the mounting washer 11, the longitudinal main bars 2 to be screwed, the reinforcing frame 4, and the size and shape of the hoop bars 3, there are some fluctuation widths, as shown in FIG. This is because there is nothing to support the mounting washer 11 on the back side of the mounting washer 11 to be screwed and tightened, that is, directly below the screwing and tightening, so that an error occurs in the curved swing width.

しかして、横組みされた鉄筋篭1をクレーンにより吊上げると共に縦に起立状態に吊り起すときの釣支力の影響について、その交差接合金具5で縦主筋2と補強枠4を交差接合したときの各部に及ぼす該釣支力は、図12及び図13に示すように、補強枠4に加わる該釣支力の「上向きの力」Aと、その反する縦主筋2の自重の「下向きの力」Bとして存在し、そして鉄筋篭1を起立状態に吊り起すと、内締め交差接合金具5aの掛止部7aに「上向きの力」Aが補強枠4を介して加わり、相対して縦主筋2には自重の「下向きの力」Bとなり、そのとき掛止部7a乃至屈曲部15aの係止部(イ)と、掛止部7aと縦主筋2の係止部(ロ)と、一対の締付けネジ部8a,8a及び取付け座金11と縦主筋2の係止部(ハ)の各部にそれぞれ釣支力が加わり、その釣支力が(イ)、(ロ)、(ハ)の各係止部に影響を及ぼす。  Then, about the influence of the fishing support force when the horizontally assembled rebar 1 is lifted by a crane and lifted vertically in a standing state, when the longitudinal main bar 2 and the reinforcing frame 4 are cross-joined by the cross-joint fitting 5 As shown in FIGS. 12 and 13, the fishing support force exerted on each part of the fishing line includes an “upward force” A of the fishing support force applied to the reinforcing frame 4 and a “downward force of the weight of the vertical main muscle 2 that opposes it. "B" and when the reinforcing bar 1 is hung upright, "upward force" A is applied to the hooking portion 7a of the inner fastening cross-joint fitting 5a via the reinforcing frame 4, and the longitudinal main bar is opposed. 2 has its own weight “downward force” B. At that time, the latching portion (a) of the latching portion 7a to the bent portion 15a, the latching portion (b) of the latching portion 7a and the longitudinal main muscle 2, and a pair The tightening screw portions 8a and 8a and the fixing washers 11 and the locking portions (c) of the longitudinal main bars 2 are respectively provided. Joined by 支力, the fishing 支力 is (a), (b), affects the engaging portion (c).

つまり、図14に示す、掛止部7aを「上側」に、そして一対の締付けネジ部8a,8aを「下側」に配置した内締め交差接合金具5aの釣支力による変形は、「上向きの力」Aが加わると、まず、係止部(イ)の屈曲部15aが上方向に引上げられると共に変形され、同時に、係止部(ロ)の掛止部7aが縦主筋2に係止された状態で、該係止部(イ)と係止部(ロ)とでつり合うと共にそのほとんどの釣支力をそこで支持し、一方、係止部(ハ)の取付け座金11を介して一対の締付けネジ部8a,8aには、該釣支力が直接、多くは加わらないので、一対の締付けネジ部8a,8aが断裂には至らない。  That is, as shown in FIG. 14, the deformation due to the fishing support force of the inner fastening cross joint fitting 5a in which the latching portion 7a is disposed on the “upper side” and the pair of tightening screw portions 8a and 8a is disposed on the “lower side” When the force "A" is applied, first, the bent portion 15a of the locking portion (A) is pulled up and deformed, and at the same time, the latching portion 7a of the locking portion (B) is locked to the longitudinal main muscle 2. In this state, the locking portion (a) and the locking portion (b) are balanced and support most of the fishing support force there, while a pair of the locking portions (c) is attached via the mounting washer 11. Since the fishing support force is not directly applied to the tightening screw portions 8a and 8a, the pair of tightening screw portions 8a and 8a does not break.

それに対して、図15に示すように、掛止部7aを「下側」に、締付けネジ部8a,8aを「上側」に配置した内締め交差接合金具5aの釣支力による変形は、上述とは逆に、一対の締付けネジ部8a,8aの取付け座金11が縦主筋2に係止された状態で、該「上向きの力」Aが直接、該取付け座金11を介して一対の締付けネジ部8a,8aに加わり、そのほとんどの釣支力を、該取付け座金11を介して一対の締付けネジ部8a,8aが支持することとなり、該締付けネジ部8a,8aが断裂に至る可能性が大きくなる。  On the other hand, as shown in FIG. 15, the deformation due to the fishing support force of the inner fastening cross-joint fitting 5a in which the latching portion 7a is disposed on the “lower side” and the fastening screw portions 8a and 8a are disposed on the “upper side” is described above. On the contrary, in a state where the mounting washer 11 of the pair of tightening screw portions 8a, 8a is locked to the longitudinal main bar 2, the "upward force" A is directly applied to the pair of tightening screws via the mounting washer 11. The pair of tightening screw portions 8a and 8a are supported by the pair of fastening screws 8a and 8a through the mounting washer 11 in addition to the portions 8a and 8a, and there is a possibility that the tightening screw portions 8a and 8a will break. growing.

なお、公的機関の地方独立行政法人 東京都立産業技術研究センターにて、上述した図14に示す一対の締付けネジ部8a,8aを「下側」に装着した状態と、図15の「上側」に装着した各状態で、それぞれ各図中に示すA方向の力を加える試験を実施し、その引張による断裂に至る強度試験を実施して得られた結果の値が、表1及び表2に示すものであります。  At the Tokyo Metropolitan Industrial Technology Research Center, which is a publicly-owned local administrative agency, the above-described pair of tightening screw portions 8a and 8a shown in FIG. 14 are mounted on the “lower side”, and the “upper side” in FIG. Table 1 and Table 2 show the results obtained by carrying out a test to apply a force in the direction A shown in each figure in each state attached to each, and carrying out a strength test leading to tearing by the tension. It is for showing.

Figure 0005077855
Figure 0005077855

Figure 0005077855
Figure 0005077855

つまり、表1及び表2から、一対の締付けネジ部8a,8aの締め込み位置が「上側」または「下側」の破断強度値の違を示すもので、「上側」を代表例としたK−1の最大値では、55.4688/tfの値が得られ、また「下側」を代表例としたC−1の最大値では、66.6094/tfの値を示し、その値が締付けネジ部8aの断裂に至る値であり、その差から釣支吊り起こすときの釣支力が加わるとき、該締付けネジ部8a,8aの締め込み位置が「上側」または「下側」かによって、締付けネジ部8a,8aの破断強度が大きく異る結果が得られたことを示しております。  That is, from Table 1 and Table 2, the tightening position of the pair of tightening screw portions 8a, 8a indicates a difference in breaking strength value between “upper” and “lower”, and “upper” is a representative example. The maximum value of -1 gives a value of 55.4688 / tf, and the maximum value of C-1 with "lower side" as a representative example shows a value of 66.6094 / tf, which is the tightening value It is a value that leads to tearing of the screw portion 8a, and when a fishing support force is applied when lifting the fishing support from the difference, depending on whether the tightening position of the tightening screw portions 8a, 8a is "upper" or "lower" It shows that the result of greatly different breaking strengths of the tightening screws 8a and 8a was obtained.

しかして、図16及び図17に示す縦主筋2とフープ筋3を内締め交差接合金具5aaで交差接合させる他の実施例において、上述した図12及び図13の実施例と略同様の内締め付け交差金具の実施例で、相違点に於いて、縦主筋2とフープ筋3との交差接合に使用するもので、縦主筋2とフープ筋3の交差する位置に内締め交差接合金具5aaで交差接合させ、そして同様に、縦に起立状態に吊り起すときの釣支力の影響は、内締め交差接合金具5aaの掛止部7aaに「上向きの力」Aがフープ筋3を介して加わり、相対して縦主筋2には自重の「下向きの力」Bとなり、そのとき掛止部7aa乃至一対の交差支持部9aa,9aaの係止部(イ)と、掛止部7aaと縦主筋2の係止部(ロ)と、締付けネジ部8aa,8aa及び取付け座金11と縦主筋2の係止部(ハ)の各位置にそれぞれ釣支力が加わり、その釣支力により(イ)、(ロ)、(ハ)の各係止部に影響を及ぼす。  Accordingly, in another embodiment in which the longitudinal main bars 2 and the hoop bars 3 shown in FIGS. 16 and 17 are cross-joined by the inner fastening cross-joining metal fittings 5aa, the inner fastening substantially the same as the embodiment of FIGS. 12 and 13 described above. In the embodiment of the cross metal fitting, it is used for cross joining of the longitudinal main bar 2 and the hoop bar 3 at different points, and crosses at a position where the vertical main bar 2 and the hoop bar 3 intersect with the inner fastening cross joint metal 5aa. Similarly, the influence of the fishing support force when suspending vertically in an upright state is such that "upward force" A is applied to the hooking portion 7aa of the inner fastening cross-joining metal fitting 5aa via the hoop muscle 3, In contrast, the vertical main bar 2 has its own weight of “downward force” B. At that time, the latching part 7aa or the locking part (a) of the pair of cross support parts 9aa, 9aa, the latching part 7aa and the vertical main bar 2 Locking part (b), tightening screw part 8aa, 8aa and mounting Each joined by fishing 支力 the respective positions of the engaging portion of the washer 11 and the longitudinal main reinforcement 2 (c), by its fishing 支力 (a), (b), affects the engaging portion (c).

つまり、図18に示す掛止部7aaを「上側」に、そして締付けネジ部8aa,8aaを「下側」に配置した内締め交差接合金具5aaの釣支力による変形は、「上向きの力」Aが加わると、まず、係止部(イ)の一対の交差支持部9aa,9aaが上方向に変形され、同時に、係止部(ロ)の掛止部7aaが縦主筋2に係止された状態で、該係止部(イ)と係止部(ロ)とでつり合うと共にそのほとんどの釣支力をそこで支持し、一方、係止部(ハ)の取付け座金11を介して締付けネジ部8aa,8aaには、該釣支力が直接、多くは加わらないので締付けネジ部8aa,8aaが断裂には至らない。  That is, the deformation due to the fishing support force of the inner fastening cross joint fitting 5aa in which the latching portion 7aa shown in FIG. 18 is arranged on the “upper side” and the fastening screw portions 8aa, 8aa on the “lower side” is “upward force”. When A is added, first, the pair of cross support portions 9aa, 9aa of the locking portion (A) is deformed upward, and at the same time, the latching portion 7aa of the locking portion (B) is locked to the longitudinal main muscle 2. In this state, the locking portion (A) and the locking portion (B) are balanced and support most of the fishing support force there, while the fastening screw (c) is tightened via the mounting washer 11. Since the fishing support force is not directly applied to the portions 8aa and 8aa, the tightening screw portions 8aa and 8aa do not break.

それに対して、図19に示すように、掛止部7aaを「下側」に、締付けネジ部8aa,8aaを「上側」に配置した内締め交差接合金具5aaの釣支力による変形は、上述とは逆に、一対の締付けネジ部8aa,8aaの取付け座金11が縦主筋2に係止された状態で、該「上向きの力」Aが直接、該取付け座金11を介して一対の締付けネジ部8aa,8aaに加わり、そのほとんどの釣支力を、該取付け座金11を介して一対の締付けネジ部8aa,8aaが支持することとなり、該締付けネジ部8aa,8aaが断裂に至る可能性が大きくなる。  On the other hand, as shown in FIG. 19, the deformation due to the fishing support force of the inner fastening cross-joint fitting 5aa in which the latching portion 7aa is arranged on the “lower side” and the fastening screw portions 8aa and 8aa are arranged on the “upper side” is described above. On the contrary, in a state where the mounting washer 11 of the pair of tightening screw portions 8aa and 8aa is locked to the longitudinal main bar 2, the "upward force" A is directly applied to the pair of tightening screws via the mounting washer 11. In addition to the portions 8aa and 8aa, a pair of tightening screw portions 8aa and 8aa will support most of the fishing support force via the mounting washer 11, and there is a possibility that the tightening screw portions 8aa and 8aa will break. growing.

上述したことから、鉄筋篭1をクレーンにより吊上けると共に縦に起立状態に吊り起すときの釣支力の影響は、掛止部7a,7aaを「上向きの力」Aの方向側とするか、逆の一対の締付けネジ部8a,8aaとするのかによって、該締付けネジ部8a,8aaの断裂に大きく影響し、該掛止部7a,7aaと一対の締付けネジ部8a,8aaの断裂強度を比較すると、該ネジ部における強度が弱く、それはネジ部が切削されて細くなり、且つ応力集中が起こりやすいことで断裂しやすく、よって大きく該釣支力が加わる部分に断裂強度を有する掛止部7a,7aaで支持することを見いだしたことにあります。  From the above, the influence of the fishing support force when the reinforcing bar 1 is lifted by a crane and is lifted vertically is determined by whether the hooks 7a and 7aa are on the direction side of "upward force" A. Depending on whether the pair of reverse tightening screw portions 8a and 8aa is used, the tearing of the tightening screw portions 8a and 8aa is greatly affected, and the breaking strength of the latching portions 7a and 7aa and the pair of tightening screw portions 8a and 8aa is increased. In comparison, the strength of the threaded portion is weak, and the threaded portion is cut and thinned, and stress concentration easily occurs, so that it is easy to tear. 7a, 7aa is found to support.

なお、上述各実施例は、縦主筋2を内側に、補強枠4及びフープ筋3を外側として、各交差接合部にあっては、鉄筋篭1の内側と外側の作業位置により、内締め交差接合金具5aまたは外締め交差接合金具5bのその専用の金具により組立てられ、また縦主筋2に対して補強枠4が外側の実施例に対して、逆の内側の実施例の場合、それぞれ内付け交差接合金具、外付け交差接合金具の取付状態も上述とは逆の関係になるが、図示は省略した。  In each of the above-described embodiments, the longitudinal main bars 2 are on the inner side, the reinforcing frame 4 and the hoop bars 3 are on the outer side, and in each cross joint portion, depending on the work positions on the inner side and the outer side of the reinforcing bar 1, In the case of the embodiment in which the reinforcing frame 4 is assembled with the dedicated metal fitting of the joint metal fitting 5a or the outer fastening cross joint metal fitting 5b and the reinforcing frame 4 is opposite to the outer main embodiment with respect to the longitudinal main reinforcing bars 2, respectively The mounting state of the cross-joining metal fittings and the external cross-joining metal fittings is also opposite to the above, but the illustration is omitted.

また、鉄筋篭1が筒状としているが、平面壁状に形成しても内付け交差接合金具、外付け交差接合金具の取付状態が同様の構成で組立てられるが、図示は省略した。  Further, although the reinforcing bar 1 is cylindrical, the mounting state of the internal cross joint fitting and the external cross joint fitting is assembled with the same configuration even though it is formed in a flat wall shape, but the illustration is omitted.

また、ナット13には、緩み止めナットを使用し、それは鉄筋篭1をクレーンにより吊上げると共に縦に起立状態に吊り起すときの釣支力の影響で、該鉄筋篭1に捻れ、撓み、湾曲などの変形が生じ、その変形による各交差接合金具のナットの螺着締め付けの緩みを防止すると共にその緩みによる鉄筋篭1のさらなる変形と崩壊を防止しているが、特に図示は省略した。  Further, a locking nut is used as the nut 13, which is twisted, bent, and curved by the influence of the fishing support force when the reinforcing bar 1 is lifted by a crane and suspended vertically. Such deformations occur, and the loosening of the screw tightening of the nuts of the cross-joining metal fittings due to the deformation is prevented and further deformation and collapse of the reinforcing bar 1 are prevented by the loosening, but the illustration is omitted in particular.

本発明の鉄筋篭の交差接合金具の取付け方法とその交差接合金具は、耐震基礎などに使用される鉄筋篭の組立と、その鉄筋篭の縦主筋と補強枠及びフープ筋と交差接合させて組立てる交差接合金具として使用できる。  The method of attaching the cross-joint bracket of the reinforcing bar rod of the present invention and the cross-joint bracket are assembled by assembling the reinforcing bar rod used for the seismic foundation, and cross-joining the longitudinal main bar, the reinforcing frame and the hoop bar of the reinforcing rod rod. Can be used as a cross-joint fitting.

1 鉄筋篭
2 縦主筋
3 フープ筋
4 補強枠
5a,5aa 内締め交差接合金具
5b 外締め交差接合金具
7a,7aa 掛止部
7b 掛止部
8a,8aa 締付けネジ部
8b 締付けネジ部
9a,9aa 交差支持部
9b 交差支持部
10a,10aa 交差接合金具本体
10b 交差接合金具本体
11 取付け座金
12 挿通孔
13 ナット。
DESCRIPTION OF SYMBOLS 1 Reinforcement rod 2 Longitudinal reinforcement 3 Hoop reinforcement 4 Reinforcement frame 5a, 5aa Inner fastening cross joint fitting 5b Outer fastening cross joint fitting 7a, 7aa Hanging part 7b Hanging part 8a, 8aa Tightening screw part 8b Tightening screw part 9a, 9aa Supporting part 9b Crossing support part 10a, 10aa Cross joining metal fitting body 10b Cross joining metal fitting body 11 Mounting washer 12 Insertion hole 13 Nut.

Claims (5)

筒状に配置した複数の縦主筋の外側に環状のフープ筋を所定間隔で格子状に配設すると共に長板を環状に形成した補強枠も所定位置に所定数、略同様に各配設し、少なくとも該補強枠が各縦主筋と直交するそれぞれの交差部を無溶接で組立てる鉄筋篭の交差接合する内締め交差接合金具の取付け方法であって、
該内締め交差接合金具は、市販のUボルト形状で、平面が略U字形状の掛止部と、該両先端の一対の締付けネジ部のそれぞれを補強枠またはフープ筋の板巾または直径巾に対応するように起立状に屈曲または湾曲させて側面が略コの字形状または略U字形状の一対の内締め交差支持部として形成して該掛止部と、一対の内締め交差支持部と、一対の締付けネジ部が連設形成された内締め交差接合金具本体と、該一対の締付けネジ部が挿通される挿通孔を開設した取付け座金と、ナットで構成し、
上記該縦主筋と該補強枠またはフープ筋が交差する該交差部を中心とする上側の縦主筋に該掛止部を係止させると共に補強枠またはフープ筋を一対の内締め交差支持部で支持させ、次に該交差部より下側の該縦主筋に、起立する該一対の締付けネジ部で挟むように配置すると共に該一対の締付けネジ部に取付け座金を介して該縦主筋を押圧支持とナットによる螺着締付けで交差接合させる、上述内締め交差接合金具本体の掛止部と、一対の締付けネジ部の上下における装着位置関係に於いて、
鉄筋篭を縦に起立状態に吊り起こすその吊り上げ側を、該交差部より上側とし、該上側である吊り上げる釣支力が作用する側近傍の縦主筋に、該掛止部を係止すると共に該下側近傍の縦主筋に一対の締付けネジ部を各配置したことを特徴とする内締め交差接合金具の取付け方法。
Annular hoop bars are arranged outside the plurality of longitudinal main bars arranged in a cylindrical pattern at predetermined intervals, and reinforcing frames each having a long plate formed in an annular shape are arranged at predetermined positions in substantially the same manner. , At least the reinforcing frame is a method for attaching an inner fastening cross-joint fitting for cross-joining rebar rods to be assembled without welding each crossing portion orthogonal to each longitudinal main bar,
The inner fastening cross-jointed metal fitting is a commercially available U-bolt-shaped hook part having a substantially U-shaped plane and a pair of fastening screw parts at both ends of the plate or diameter width of a reinforcing frame or hoop. The side portions are bent or curved in an upright manner so that the side faces are substantially U-shaped or substantially U-shaped, and are formed as a pair of inner fastening cross support portions. An inner fastening cross-jointed metal fitting body in which a pair of tightening screw portions are continuously formed, a mounting washer having an insertion hole through which the pair of tightening screw portions are inserted, and a nut,
Above the longitudinal main reinforcement around the the crossing portion in which the said longitudinal main reinforcement and the reinforcement frame or hoop intersect the reinforcing frame or hoop of a pair of inner clamping cross support part with engaging the該掛locking portion was supported, then the lower side of the vertical main bars from the intersection, pressing and supporting the said longitudinal main reinforcement through the mounting washer to the pair of fastening screw part as well as arranged so as to sandwich at the pair of fastening screws portion erecting and make cross-bonding by screwing fastening by the nut, the engaging portion above the clamping cross-connecting bracket main body, in the mounting position relationship in the upper and lower pair of clamping screw portion,
The the lifting side to cause hanging upright reinforcing bars cage vertically, with the upper side of the intersection, the longitudinal main reinforcement of the side near to a upper side lifting fishing支力acts to lock the該掛stop portion A method of attaching an inner fastening cross-joint fitting, characterized in that a pair of fastening screw portions are arranged on the longitudinal main bars in the vicinity of the lower side.
内締め交差接合金具の一対の締付けネジ部に取付け座金を介してナットで螺着締付けするときの該取付け座金が、縦主筋を中心に左右に各約6度乃至約9度程度の範囲で湾曲する程度に螺着締付けするとした請求項1に記載の交差接合金具の取付け方法。The mounting washer when tightened with a nut through a mounting washer to a pair of tightening screw parts of the inner tightening cross-joint fitting is curved in a range of about 6 degrees to about 9 degrees to the left and right about the longitudinal main bar. The method of attaching a cross-joint fitting according to claim 1, wherein the screws are tightened to the extent that they are tightened. 筒状に配置した複数の縦主筋の外側に環状のフープ筋を所定間隔で格子状に配設すると共に長板を環状に形成した補強枠も所定位置に所定数、略同様に各配設し、少なくとも該補強枠が各縦主筋と直交するそれぞれの交差部を無溶接で組立てる鉄筋篭の交差接合する外締め交差接合金具の取付け方法であって、
該外締め交差接合金具は、平面が略コの字形状または略U字形状で、該両先端に一対の締付けネジ部を有し、平面が該コの字形状または略U字形状部を掛止部とし、該掛止部と、該一対の締付けネジ部のそれぞれを起立状に湾曲させて、該縦主筋の直径巾に対応する側面が略U字形状で、且つ該略U字形状を若干開いて形成した略レ形状を一対の外締め交差支持部として形成し、該掛止部と一対の外締め交差支持部と一対の締付けネジ部を連設形成した外締め交差接合金具本体と、該一対の締付けネジ部が挿通される挿通孔を開設した取付け座金と、ナットを有し、
上記該縦主筋と該補強枠またはフープ筋が交差する該交差部を中心とする左右どちらか一方側近傍の補強枠またはフープ筋に、該掛止部を係止させると共に交差する該縦主筋を一対の外締め交差支持部で支持させ、他方側近傍の補強枠またはフープ筋を挟むように、起立する該一対の締付けネジ部を配置すると共に取付け座金を介して該補強枠またはフープ筋を押圧支持とナットによる螺着締付けの交差接合であって、該一対の外締め交差支持部の側面が該略レ形状の装着に於いて、
該交差部の縦主筋に該掛止部を係止させると共に一対の外締め交差支持部で縦主筋と交差支持させた後、該一対の外締め交差支持部の側面が略レ形状から略U字形状に変形させて交差接合することを特徴とした外締め交差接合金具の取付け方法。
Annular hoop bars are arranged outside the plurality of longitudinal main bars arranged in a cylindrical pattern at predetermined intervals, and reinforcing frames each having a long plate formed in an annular shape are arranged at predetermined positions in substantially the same manner. , At least the reinforcing frame is a method of attaching the outer fastening cross-joint fitting for cross-joining the reinforcing bar rods to assemble the respective crossing portions orthogonal to the longitudinal main bars without welding ,
The outer fastening cross-joint fitting has a substantially U-shaped or substantially U-shaped plane, has a pair of tightening screw portions at both ends, and the plane hangs the U-shaped or substantially U-shaped portion. The retaining portion and each of the pair of tightening screw portions are bent upright, and the side surface corresponding to the diameter width of the longitudinal main bar is substantially U-shaped, and the substantially U-shaped An outer fastening cross-joint metal body formed with a substantially open shape formed as a pair of outer fastening cross-supporting portions, the hooking portion, a pair of outer fastening cross-supporting portions, and a pair of tightening screw portions formed continuously. A mounting washer having an insertion hole through which the pair of tightening screw portions are inserted, and a nut,
The vertical main bars intersecting the vertical main bars and the reinforcing frames or hoop bars in the vicinity of either the left or right side centering on the crossing section where the vertical main bars and the reinforcing frame or hoop bars cross each other. A pair of tightening screw portions that are supported by a pair of external tightening crossing support portions and sandwiching the reinforcement frame or hoop muscle in the vicinity of the other side are arranged, and the reinforcement frame or hoop muscle is pressed through a mounting washer In the cross-joining of the support and the screw tightening with the nut, the side surfaces of the pair of external tightening cross-supporting portions are mounted in the substantially rectangular shape,
After the latching portion is locked to the longitudinal main bars of the intersecting portion and supported by the pair of outer tightening cross support portions, the side surfaces of the pair of outer tightening cross support portions are substantially U-shaped. A method of attaching an outer fastening cross-joint fitting characterized by deforming into a letter shape and cross-joining.
筒状に配置した複数の縦主筋の外側に環状のフープ筋を所定間隔で格子状に配設すると共に長板を環状に形成した補強枠も所定位置に所定数、略同様に各配設し、少なくとも該補強枠が各縦主筋と直交するそれぞれの交差部を無溶接で組立てる鉄筋篭の交差接合する内締め交差接合金具であって、
該内締め交差接合金具は、市販のUボルト形状で、平面が略U字形状の掛止部と、該両端の締付けネジ部のそれぞれを起立状に屈曲または湾曲させて、補強枠またはフープ筋の板巾または直径巾に対応する側面が略コの字形状または略U字形状を一対の内締め交差支持部として形成し、該掛止部と一対の内締め交差支持部と一対の締付けネジ部が連設形成された内締め交差接合金具本体と、該一対の締付けネジ部が挿通される挿通孔を開設した取付け座金と、ナットを有し、
該縦主筋と該補強枠またはフープ筋が交差する該交差剖を中心とする上側の縦主筋に該掛止部を係止させると共に補強枠またはフープ筋を一対の内締め交差支持部で支持させ、該中心より下側の該縦主筋を、起立する該一対の締付けネジ部で挟むように配置すると共に該一対の締付けネジ部に取付け座金を介して該縦主筋を押圧支持とナットによる螺着締付けの交差接合であって、該補強枠またはフープ筋を支持する該一対の内締め交差支持部の側面が略コの字形状の形成巾に於いて、
鉄筋篭を縦に起立状態に吊り起こす、その吊り上げる釣支力が、該一対の内締め交差支持部に作用したとき、該一対の内締め交差支持部が変形しないように、その交差支持する補強枠またはフープ筋の板巾または直径巾と、該一対の内締め交差支持部の該側面が略コの字形状の該形成巾と略同巾で形成したことを特徴とする内締め交差接合金具。
Annular hoop bars are arranged outside the plurality of longitudinal main bars arranged in a cylindrical pattern at predetermined intervals, and reinforcing frames each having a long plate formed in an annular shape are arranged at predetermined positions in substantially the same manner. , At least the reinforcing frame is an internal fastening cross-joint fitting that cross-joins the reinforcing bar rods to assemble the crossing portions orthogonal to the longitudinal main bars without welding ,
The inner fastening cross-jointed metal fitting is a commercially available U-bolt shape, and a reinforcing frame or a hoop bar is formed by bending or bending each of a latching portion having a substantially U-shaped flat surface and a fastening screw portion at both ends. The side surface corresponding to the plate width or the diameter width is formed in a substantially U-shape or a substantially U-shape as a pair of inner fastening cross support portions, the latching portion, a pair of inner fastening cross support portions, and a pair of tightening screws. An inner fastening cross-jointed metal fitting body in which the part is continuously formed, a mounting washer having an insertion hole through which the pair of fastening screw parts are inserted, and a nut,
The vertical main muscle, which intersects the vertical main muscle and the reinforcing frame or the hoop muscle, is engaged with the upper vertical main muscle centering on the crossing and the reinforcing frame or the hoop muscle is supported by a pair of inner fastening cross support portions. The vertical main bars below the center are arranged so as to be sandwiched by the pair of standing tightening screw portions, and the vertical main bars are pressed to the pair of tightening screw portions via a mounting washer and screwed with a nut. In the cross-joining of tightening, the side surfaces of the pair of inner fastening cross-support portions that support the reinforcing frame or hoop are formed in a substantially U-shaped formation width.
Reinforcement that cross-supports the pair of inner-tightening cross support portions so that the pair of inner-tightening cross-support portions does not deform when the lifting fishing support force that hangs the rebar rod vertically upright acts on the pair of inner-tightening cross support portions. An inner fastening cross-joint fitting characterized in that a plate or diameter width of a frame or a hoop is formed, and the side surfaces of the pair of inner fastening cross-supporting portions are formed with substantially the same width as the formation width of a substantially U-shape. .
筒状に配置した複数の縦主筋の外側に環状のフープ筋を所定間隔で格子状に配設すると共に長板を環状に形成した補強枠も所定位置に所定数、略同様に各配設し、少なくとも該補強枠が各縦主筋と直交するそれぞれの交差部を無溶接で組立てる鉄筋篭の交差接合する外締め交差接合金具であって、
該外締め交差接合金具は、平面が略コの字形状または略U字形状で、該両先端に一対の締付けネジ部を有し、平面が該コの字形状または略U字形状部を掛止部とし、該掛止部と、該一対の締付けネジ部のそれぞれを起立状に湾曲させて、該縦主筋の直径巾に対応する側面が略U字形状で、且つ該略U字形状を若干開いて形成した略レ形状を一対の外締め交差支持部とし、該掛止部と一対の外締め交差支持部と一対の締付けネジ部を連設形成した外締め交差接合金具本体と、該一対の締付けネジ部が挿通される挿通孔を開設した取付け座金と、ナットを有し、
上記該縦主筋と該補強枠またはフープ筋が交差する該交差部を中心とする左右どちらか一方側近傍の補強枠またはフープ筋に、該掛止部を係止させると共に交差する該縦主筋を一対の外締め交差支持部で支持させ、他方側近傍の補強枠またはフープ筋を挟むように、起立する該一対の締付けネジ部を配置すると共に取付け座金を介して該補強枠またはフープ筋を押圧支持とナットによる螺着締付けの交差接合であって、該一対の外締め交差支持部の側面が該略レ形状の形成巾に於いて、
該一対の外締め交差支持部の側面が略レ形状から略U字形状に変形させたとき、該縦主筋の直径巾と略同巾となるように、予め、該縦主筋の直径巾に対応した側面が略レ形状の該一対の外締め交差支持部として形成したことを特徴とする外締め交差接合金具。
Annular hoop bars are arranged outside the plurality of longitudinal main bars arranged in a cylindrical pattern at predetermined intervals, and reinforcing frames each having a long plate formed in an annular shape are arranged at predetermined positions in substantially the same manner. , At least the reinforcing frame is an outer fastening cross-joint fitting that cross-joins the reinforcing bar rods to assemble each crossing portion orthogonal to each longitudinal main bar without welding ,
The outer fastening cross-joint fitting has a substantially U-shaped or substantially U-shaped plane, has a pair of tightening screw portions at both ends, and the plane hangs the U-shaped or substantially U-shaped portion. The retaining portion and each of the pair of tightening screw portions are bent upright, and the side surface corresponding to the diameter width of the longitudinal main bar is substantially U-shaped, and the substantially U-shaped An approximately cross-shaped portion formed by slightly opening is used as a pair of external fastening cross support portions, and an external fastening cross joint metal fitting body in which the latching portion, a pair of external fastening cross support portions, and a pair of tightening screw portions are formed continuously, A mounting washer that has an insertion hole through which a pair of tightening screw parts are inserted, and a nut;
The vertical main bars intersecting the vertical main bars and the reinforcing frames or hoop bars in the vicinity of either the left or right side centering on the crossing section where the vertical main bars and the reinforcing frame or hoop bars cross each other. A pair of tightening screw portions that are supported by a pair of external tightening crossing support portions and sandwiching the reinforcement frame or hoop muscle in the vicinity of the other side are arranged, and the reinforcement frame or hoop muscle is pressed through a mounting washer It is a cross joint of screw tightening with a support and a nut, and the side surfaces of the pair of external tightening cross support portions are in the formation width of the substantially rectangular shape,
Corresponding to the diameter width of the longitudinal main bars in advance so that when the side surfaces of the pair of outer fastening cross support portions are deformed from a substantially rectangular shape to a substantially U shape, the width of the longitudinal main bars is substantially the same. An outer fastening cross-joint fitting, wherein the side faces are formed as the pair of outer fastening cross-supporting portions having a substantially rectangular shape.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020076259A (en) * 2018-11-08 2020-05-21 株式会社恵信工業 Strengthening support member for reinforcement cage, reinforcement cage using the same, and structure of reinforcement cage
CN115306078A (en) * 2022-09-19 2022-11-08 山东建筑大学 Spiral stirrup reinforced steel pipe concrete structure

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JP2003184223A (en) * 2001-12-18 2003-07-03 Taiyo Kiso Kk Fastener for reinforcements
JP2011132717A (en) * 2009-12-24 2011-07-07 Yoshinobu Hayashi Reinforcement binding fitting and method for tightening the same

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020076259A (en) * 2018-11-08 2020-05-21 株式会社恵信工業 Strengthening support member for reinforcement cage, reinforcement cage using the same, and structure of reinforcement cage
CN115306078A (en) * 2022-09-19 2022-11-08 山东建筑大学 Spiral stirrup reinforced steel pipe concrete structure
CN115306078B (en) * 2022-09-19 2023-11-21 山东建筑大学 Spiral stirrup reinforced steel pipe concrete structure

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