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JP7060428B2 - Connecting structure of filler accommodating member and threaded rebar - Google Patents
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JP7060428B2 - Connecting structure of filler accommodating member and threaded rebar - Google Patents

Connecting structure of filler accommodating member and threaded rebar Download PDF

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JP7060428B2
JP7060428B2 JP2018067194A JP2018067194A JP7060428B2 JP 7060428 B2 JP7060428 B2 JP 7060428B2 JP 2018067194 A JP2018067194 A JP 2018067194A JP 2018067194 A JP2018067194 A JP 2018067194A JP 7060428 B2 JP7060428 B2 JP 7060428B2
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threaded
filler
joint
hollow member
inner peripheral
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JP2019178506A (en
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勝識 平野
輝勝 笹谷
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Fujita Corp
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Fujita Corp
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Description

本発明は、充填材収容部材およびねじ節鉄筋の連結構造に関する。 The present invention relates to a connecting structure of a filler accommodating member and a threaded reinforcing bar.

従来、例えば、ねじ節鉄筋を用いて鉄筋コンクリート製の柱を立設する場合、床から立設された複数本の柱主筋をなす各ねじ節鉄筋の上部に、それぞれモルタル充填式の機械式継手の下半部を結合し、この機械式継手の上半部に、複数本の柱主筋をなすねじ節鉄筋の下部を結合し、結合後、機械式継手の内部に注入ガンなどを用いてモルタルを充填する作業が行われている。
例えば、一本の柱に8本のねじ節鉄筋が用いられる場合、一本の柱について注入ガンによるモルタルの充填作業が8回行なわれている。
Conventionally, for example, when a reinforced concrete column is erected using a threaded bar, a mortar-filled mechanical joint is provided on the upper part of each threaded bar forming a plurality of column main bars erected from the floor. Join the lower half, join the lower part of the threaded rebar that forms the main bars of multiple columns to the upper half of this mechanical joint, and after joining, use a mortar inside the mechanical joint using a mortar etc. Work is being done to fill.
For example, when eight threaded joint reinforcing bars are used for one column, the filling operation of mortar with an injection gun is performed eight times for one column.

特開平9-263438号JP-A-9-263438

そのため大規模な物流施設や高層ビルなどを構築する場合、柱の数が100本単位となることから、モルタルの充填作業に手間取り、ねじ節鉄筋の結合作業に何らかの改善が求められていた。
また、上側のねじ節鉄筋を機械式継手に結合する際に、所定の寸法だけ結合させるようにしているが、実際には目分量で行なっており、機械式継手へのねじ節鉄筋の挿入量にばらつきが生じ、構造物の剛性を確保する上で不利がある。
本発明は前記事情に鑑み案出されたものであって、本発明の目的は、ねじ節鉄筋とねじ節鉄筋継手の結合作業の効率化を図れ、ねじ節鉄筋およびねじ節鉄筋継手を用いた構造物の工期の短縮化、コストダウンを図る上で有利で、しかも、構造物の剛性を確保する上で有利な充填材収容部材およびねじ節鉄筋の連結構造を提供することにある。
Therefore, when constructing a large-scale logistics facility or a high-rise building, the number of columns is 100, so that it takes time to fill the mortar and some improvement is required in the joining work of the threaded rebar.
In addition, when connecting the upper threaded bar to the mechanical joint, only the specified dimensions are connected, but in reality, it is done by the scale, and the amount of threaded bar to be inserted into the mechanical joint. There is a disadvantage in ensuring the rigidity of the structure.
The present invention has been devised in view of the above circumstances, and an object of the present invention is to improve the efficiency of the joining work between the threaded rebar and the threaded rebar joint, and to use the threaded rebar and the threaded rebar joint. It is an object of the present invention to provide a connecting structure of a filler accommodating member and a threaded reinforcing bar, which is advantageous in shortening the construction period of the structure and reducing the cost, and is also advantageous in ensuring the rigidity of the structure.

前記目的を達成するため本発明は、筒状を呈しその内周部にねじ節鉄筋の雄ねじ部に螺合する雌ねじ部が設けられると共に前記内周部の長手方向の両端に前記ねじ節鉄筋の装脱を可能とした円環状のシール部材が設けられたねじ節鉄筋継手の内周部に挿入される充填材収容部材であって、前記充填材収容部材は、弾性変形可能で前記ねじ節鉄筋継手の内周部に挿入される形状で細長に形成された中空部材と、前記ねじ節鉄筋継手の長手方向の両側から前記雌ねじ部に螺合された両側のねじ節鉄筋と前記ねじ節鉄筋継手の内周部との間の隙間を充填するに足る量で前記中空部材の内部に充填された充填材とを含み、前記中空部材は、前記両側のねじ節鉄筋の端部により圧縮されて前記充填材を前記中空部材の外部に流出した状態で、前記両側のねじ節鉄筋の端部に弾接し前記両側のねじ節鉄筋を互いに離す方向に付勢することを特徴とする。
また、本発明は、前記中空部材には、前記中空部材がその長手方向に圧縮される際に破壊され前記充填材を前記中空部材の外部に流出させる流出口が設けられていることを特徴とする。
また、本発明は、前記充填材は、第1充填材と第2充填材とが混合されることで硬化する混合型の充填材であって、前記中空部材の内部は、仕切り壁により第1充填材を収容する第1収容室と、第2充填材を収容する第2収容室に仕切られ、前記中空部材がその長手方向に圧縮される際に、前記仕切り壁は前記流出口よりも先に破壊される強度で形成されていることを特徴とする。
また、本発明は、前記中空部材をその長手方向と直交する平面で切断した形状は、前記シール部材の内径よりも小さい輪郭で形成されていることを特徴とする。
また、本発明は、前記中空部材の長手方向の両端は、前記中空部材の長手方向外側に凸状の球面で形成されていることを特徴とする。
また、本発明は、中空部材には、前記両側のねじ節鉄筋の端部により圧縮される際に、前記中空部材が所定の形状で変形するように一つまたは複数の変形促進部が設けられていることを特徴とする。
また、本発明は、中空部材は、その長手方向に大径部と、前記大径部よりも外径が小さい小径部とが交互に並べられた形状で形成され、前記変形促進部はそれら大径部と小径部とにより構成されていることを特徴とする。
また、本発明は、筒状を呈しその内周部にねじ節鉄筋の雄ねじ部に螺合する雌ねじ部が設けられると共に前記内周部の長手方向の両端に前記ねじ節鉄筋の装脱を可能とした円環状のシール部材が設けられたねじ節鉄筋継手と、前記ねじ節鉄筋継手の内周部に挿入される充填材収容部材とを備えたねじ節鉄筋の連結構造であって、前記充填材収容部材は、弾性変形可能でねじ節鉄筋継手の内周部に挿入される形状で細長に形成された中空部材と、前記ねじ節鉄筋継手の長手方向の両側から前記雌ねじ部に螺合された両側のねじ節鉄筋と前記ねじ節鉄筋継手の内周部との間の隙間を充填するに足る量で前記中空部材の内部に充填された充填材とを含み、前記中空部材は、前記両側のねじ節鉄筋の端部により圧縮されて前記充填材を前記中空部材の外部に流出した状態で、前記両側のねじ節鉄筋の端部に弾接し前記両側のねじ節鉄筋を互いに離す方向に付勢し、前記充填材は、前記ねじ節鉄筋継手と異なる色を有し、前記ねじ節鉄筋継手の長手方向の中央に、前記ねじ節鉄筋継手の内部と外部とを連通する連通孔が設けられていることを特徴とする。
In order to achieve the above object, the present invention has a tubular shape and is provided with a female threaded portion screwed to the male threaded portion of the threaded joint bar at the inner peripheral portion thereof, and at both ends in the longitudinal direction of the inner peripheral portion of the threaded node reinforcing bar. A filler accommodating member inserted into the inner peripheral portion of a threaded barb joint provided with an annular seal member that can be attached and detached. The filler accommodating member is elastically deformable and the threaded barb. A hollow member formed in an elongated shape inserted into the inner peripheral portion of the joint, and both threaded joints screwed into the female threaded portion from both sides in the longitudinal direction of the threaded barbed joint and the threaded barb joint. The hollow member includes a filler filled inside the hollow member in an amount sufficient to fill the gap between the inner peripheral portion and the hollow member, and the hollow member is compressed by the ends of the threaded joint reinforcing bars on both sides. It is characterized in that, in a state where the filler is discharged to the outside of the hollow member, the filler is elastically contacted with the ends of the screw joint reinforcements on both sides and urged in a direction in which the screw joint reinforcements on both sides are separated from each other.
Further, the present invention is characterized in that the hollow member is provided with an outlet which is broken when the hollow member is compressed in the longitudinal direction thereof and allows the filler to flow out to the outside of the hollow member. do.
Further, in the present invention, the filler is a mixed type filler that is cured by mixing the first filler and the second filler, and the inside of the hollow member is first formed by a partition wall. The partition wall is divided into a first storage chamber for accommodating the filler and a second accommodating chamber for accommodating the second filler, and when the hollow member is compressed in the longitudinal direction thereof, the partition wall precedes the outlet. It is characterized in that it is formed with a strength that can be destroyed.
Further, the present invention is characterized in that the shape obtained by cutting the hollow member in a plane orthogonal to the longitudinal direction thereof is formed with a contour smaller than the inner diameter of the seal member.
Further, the present invention is characterized in that both ends of the hollow member in the longitudinal direction are formed by a spherical surface convex outward in the longitudinal direction of the hollow member.
Further, in the present invention, the hollow member is provided with one or a plurality of deformation promoting portions so that the hollow member is deformed in a predetermined shape when compressed by the ends of the threaded reinforcing bars on both sides. It is characterized by being.
Further, in the present invention, the hollow member is formed in a shape in which a large diameter portion and a small diameter portion having a smaller outer diameter than the large diameter portion are alternately arranged in the longitudinal direction thereof, and the deformation promoting portion has a large diameter portion. It is characterized by being composed of a diameter portion and a small diameter portion.
Further, in the present invention, a tubular shape is provided on the inner peripheral portion thereof, and a female threaded portion to be screwed into the male threaded portion of the threaded joint reinforcing bar is provided, and the threaded joint reinforcing bar can be attached or detached at both ends in the longitudinal direction of the inner peripheral portion. It is a connecting structure of a threaded barbar having a threaded barb joint provided with an annular sealing member and a filler accommodating member inserted into the inner peripheral portion of the threaded barb joint. The material accommodating member is screwed into the female threaded portion from both sides of the threaded barb joint in the longitudinal direction with a hollow member that is elastically deformable and is formed in an elongated shape so as to be inserted into the inner peripheral portion of the threaded barb joint. The hollow member includes a filler filled inside the hollow member in an amount sufficient to fill the gap between the threaded bar and the inner peripheral portion of the threaded bar joint, and the hollow member is provided on both sides. In a state where the filler is compressed by the end of the threaded bar and flows out of the hollow member, the filler is elastically contacted with the ends of the threaded bar on both sides and attached in a direction in which the threaded bar on both sides is separated from each other. The filler has a different color from the threaded reinforced joint, and a communication hole for communicating the inside and the outside of the threaded reinforced joint is provided in the center of the longitudinal direction of the threaded reinforced joint. It is characterized by being.

前記目的を達成するため本発明は、筒状を呈しその内周部にねじ節鉄筋の雄ねじ部に螺合する雌ねじ部が設けられると共に前記内周部の長手方向の両端に前記ねじ節鉄筋の装脱を可能とした円環状のシール部材が設けられたねじ節鉄筋継手の内周部に挿入される充填材収容部材であって、前記充填材収容部材は、ゴムまたは弾性を有する合成樹脂により前記ねじ節鉄筋継手の内周部に挿入される形状で細長に形成された中空部材と、前記ねじ節鉄筋継手の長手方向の両側から前記雌ねじ部に螺合された両側のねじ節鉄筋と前記ねじ節鉄筋継手の内周部との間の隙間を充填するに足る量で前記中空部材の内部に充填された充填材とを含み、前記中空部材は、前記両側のねじ節鉄筋の端部により圧縮されて前記充填材を前記中空部材の外部に流出した状態で、前記両側のねじ節鉄筋の端部に弾接し前記両側のねじ節鉄筋を互いに離す方向に付勢することを特徴とする。
また、本発明は、ねじ節鉄筋に螺合する筒状のねじ節鉄筋継手の内周部に挿入される充填材収容部材であって、前記充填材収容部材は、前記ねじ節鉄筋継手の内周部に挿入される細長形状の中空部材と、前記中空部材の内部に充填された充填材とを含み、前記中空部材は、ゴムまたは弾性を有する合成樹脂により形成され、前記ねじ節鉄筋継手の両端から挿入された前記ねじ節鉄筋の圧縮により前記充填材を前記中空部材の外部に流出した状態で、前記ねじ節鉄筋を互いに離す方向に付勢することを特徴とする。
また、本発明は、前記中空部材には、前記中空部材がその長手方向に圧縮される際に破壊され前記充填材を前記中空部材の外部に流出させる流出口が設けられていることを特徴とする。
また、本発明は、前記充填材は、第1充填材と第2充填材とが混合されることで硬化する混合型の充填材であって、前記中空部材の内部は、仕切り壁により第1充填材を収容する第1収容室と、第2充填材を収容する第2収容室に仕切られ、前記中空部材がその長手方向に圧縮される際に、前記仕切り壁は前記流出口よりも先に破壊される強度で形成されていることを特徴とする。
また、本発明は、前記中空部材の長手方向の両端は、外側に凸状の球面で形成され、中空部材には、前記両側のねじ節鉄筋の端部により圧縮される際に、前記中空部材が所定の形状で変形するように複数の変形促進部が設けられ、前記複数の変形促進部は、外側に凸の曲面状の大径部と、前記大径部よりも外径が小さく内側に凸の曲面状の小径部とが前記中空部材の長手方向に交互に並べられることで構成されていることを特徴とする。
また、本発明は、筒状を呈しその内周部にねじ節鉄筋の雄ねじ部に螺合する雌ねじ部が設けられると共に前記内周部の長手方向の両端に前記ねじ節鉄筋の装脱を可能とした円環状のシール部材が設けられたねじ節鉄筋継手と、前記ねじ節鉄筋継手の内周部に挿入される充填材収容部材とを備えたねじ節鉄筋の連結構造であって、前記充填材収容部材は、ゴムまたは弾性を有する合成樹脂によりねじ節鉄筋継手の内周部に挿入される形状で細長に形成された中空部材と、前記ねじ節鉄筋継手の長手方向の両側から前記雌ねじ部に螺合された両側のねじ節鉄筋と前記ねじ節鉄筋継手の内周部との間の隙間を充填するに足る量で前記中空部材の内部に充填された充填材とを含み、前記中空部材は、前記両側のねじ節鉄筋の端部により圧縮されて前記充填材を前記中空部材の外部に流出した状態で、前記両側のねじ節鉄筋の端部に弾接し前記両側のねじ節鉄筋を互いに離す方向に付勢し、前記充填材は、前記ねじ節鉄筋継手と異なる色を有し、前記ねじ節鉄筋継手の長手方向の中央に、前記ねじ節鉄筋継手の内部と外部とを連通する連通孔が設けられていることを特徴とする。
また、本発明は、ねじ節鉄筋と、前記ねじ節鉄筋に螺合する筒状のねじ節鉄筋継手と、前記ねじ節鉄筋継手の内周部に挿入される充填材収容部材とを備えたねじ節鉄筋の連結構造であって、前記ねじ節鉄筋継手は、内周部の長手方向両端において、前記ねじ節鉄筋の装脱が可能な状態である円環状のシール部材が設けられ、前記充填材収容部材は、前記ねじ節鉄筋継手の内周部に挿入される細長形状の中空部材と、前記中空部材の内部に充填された充填材とを含み、前記中空部材は、ゴムまたは弾性を有する合成樹脂により形成され前記ねじ節鉄筋継手の両端から挿入された前記ねじ節鉄筋の圧縮により前記充填材を前記中空部材の外部に流出した状態で、前記ねじ節鉄筋を互いに離す方向に付勢し、前記充填材は、前記ねじ節鉄筋継手と異なる色を有し、前記ねじ節鉄筋継手の長手方向の中央に、前記ねじ節鉄筋継手の内部と外部とを連通する連通孔が設けられていることを特徴とする。
In order to achieve the above object, the present invention has a tubular shape and is provided with a female threaded portion screwed to the male threaded portion of the threaded joint bar at the inner peripheral portion thereof, and at both ends in the longitudinal direction of the inner peripheral portion of the threaded node reinforcing bar. It is a filler accommodating member inserted into the inner peripheral portion of a threaded joint reinforced joint provided with an annular sealing member capable of being attached and detached, and the filler accommodating member is made of rubber or a synthetic resin having elasticity. A hollow member formed in an elongated shape inserted into the inner peripheral portion of the threaded barb joint, and threaded barbars on both sides screwed into the female threaded portion from both sides in the longitudinal direction of the threaded barb joint. The hollow member includes a filler filled inside the hollow member in an amount sufficient to fill the gap between the threaded joint and the inner peripheral portion, and the hollow member is formed by the ends of the threaded reinforcing bars on both sides. It is characterized in that, in a state of being compressed and flowing out of the hollow member, the filler is elastically contacted with the ends of the screw joint reinforcements on both sides and urged in a direction in which the screw joint reinforcements on both sides are separated from each other.
Further, the present invention is a filler accommodating member inserted into the inner peripheral portion of a tubular threaded barb joint screwed to the threaded bar, and the filler accommodating member is inside the threaded bar joint. The hollow member includes an elongated hollow member inserted into the peripheral portion and a filler filled inside the hollow member, and the hollow member is formed of rubber or a synthetic resin having elasticity, and is formed of the thread-knot reinforced joint. It is characterized in that the filler is urged in a direction of separating the threaded reinforcing bars from each other in a state where the filler is discharged to the outside of the hollow member by compression of the threaded bar bars inserted from both ends.
Further, the present invention is characterized in that the hollow member is provided with an outlet which is broken when the hollow member is compressed in the longitudinal direction thereof and allows the filler to flow out to the outside of the hollow member. do.
Further, in the present invention, the filler is a mixed type filler that is cured by mixing the first filler and the second filler, and the inside of the hollow member is first formed by a partition wall. The partition wall is divided into a first storage chamber for accommodating the filler and a second accommodating chamber for accommodating the second filler, and when the hollow member is compressed in the longitudinal direction thereof, the partition wall precedes the outlet. It is characterized in that it is formed with a strength that can be destroyed.
Further, in the present invention, both ends of the hollow member in the longitudinal direction are formed of outwardly convex spherical surfaces, and the hollow member is compressed by the ends of the threaded reinforcing bars on both sides of the hollow member. A plurality of deformation promoting portions are provided so as to deform in a predetermined shape, and the plurality of deformation promoting portions have a curved large-diameter portion that is convex outward and an outer diameter that is smaller than the large-diameter portion and is inward. It is characterized in that convex curved small diameter portions are alternately arranged in the longitudinal direction of the hollow member .
Further, in the present invention, a tubular shape is provided on the inner peripheral portion thereof, and a female threaded portion to be screwed into the male threaded portion of the threaded joint reinforcing bar is provided, and the threaded joint reinforcing bar can be attached or detached at both ends in the longitudinal direction of the inner peripheral portion. It is a connecting structure of a threaded barbar having a threaded barb joint provided with an annular sealing member and a filler accommodating member inserted into the inner peripheral portion of the threaded barb joint. The material accommodating member is a hollow member formed elongated in a shape inserted into the inner peripheral portion of the threaded barb joint by rubber or synthetic resin having elasticity, and the female threaded portion from both sides in the longitudinal direction of the threaded barb joint. The hollow member includes a filler filled inside the hollow member in an amount sufficient to fill the gap between the threaded reinforcing bars on both sides screwed into the screw joint and the inner peripheral portion of the threaded bar joint. Is compressed by the ends of the threaded reinforcing bars on both sides, and the filler is discharged to the outside of the hollow member. Energized in the direction of separation, the filler has a different color from the threaded barbed joint, and is communicated between the inside and the outside of the threaded barbed joint in the center of the longitudinal direction of the threaded barbed joint. It is characterized in that a hole is provided.
Further, the present invention includes a screw having a threaded bar, a tubular threaded bar joint screwed into the thread bar, and a filler accommodating member inserted into the inner peripheral portion of the thread bar joint. The threaded barb joint has a connecting structure of barbs, and the threaded bar joint is provided with an annular sealing member at both ends in the longitudinal direction of the inner peripheral portion so that the threaded bar can be attached and detached, and accommodates the filler. The member includes an elongated hollow member inserted into the inner peripheral portion of the threaded joint and a filler filled inside the hollow member, and the hollow member is made of rubber or a synthetic resin having elasticity. In a state where the filler is discharged to the outside of the hollow member by compression of the threaded bar, which is formed by the above and inserted from both ends of the threaded bar joint, the thread bar is urged in a direction to separate from each other. The filler has a color different from that of the threaded barbed joint, and a communication hole for communicating the inside and the outside of the threaded barbed joint is provided in the center of the longitudinal direction of the threaded barbed joint. It is a feature.

床から突出するねじ節鉄筋の上部がねじ節鉄筋継手のほぼ下半部に結合された状態の断面図である。It is sectional drawing of the state in which the upper part of the threaded rebar protruding from the floor is connected to the substantially lower half part of the threaded rebar joint. ねじ節鉄筋継手の内部に充填材収容部材が挿入された断面図である。It is sectional drawing which inserted the filler accommodating member inside the thread joint rebar joint. 充填材収容部材が挿入されたねじ節鉄筋継手の上部に上位のねじ節鉄筋の下部が結合された状態の断面図である。It is sectional drawing of the state in which the lower part of the upper threaded rebar is connected to the upper part of the threaded rebar joint into which the filler accommodating member is inserted. ねじ節鉄筋継手の内部で、床から突出するねじ節鉄筋の端部と、後から挿入された上位のねじ節鉄筋の端部とで充填材収容部材が圧縮された状態の断面図である。It is sectional drawing of the state in which the filler accommodating member is compressed by the end of the threaded rebar protruding from the floor and the end of the upper threaded rebar inserted later inside the threaded rebar joint. 第1の実施の形態の充填材収容部材の断面図である。It is sectional drawing of the filler accommodating member of 1st Embodiment. 第2の実施の形態の充填材収容部材の断面図である。It is sectional drawing of the filler accommodating member of 2nd Embodiment. 第3の実施の形態の説明図で、ねじ節鉄筋継手の内部で、床から突出するねじ節鉄筋の端部と、後から挿入された上位のねじ節鉄筋の端部とで充填材収容部材が圧縮され、着色された充填材が連通孔からねじ節鉄筋継手の外周部に流出した状態の断面図である。In the explanatory view of the third embodiment, the filler accommodating member is formed at the end of the threaded rebar protruding from the floor and the end of the upper threaded rebar inserted later inside the threaded rebar joint. It is a cross-sectional view of the state in which is compressed and the colored filler flows out from the communication hole to the outer peripheral portion of the threaded rebar joint.

以下、本実施の形態を添付図面に従って説明する。
(第1の実施の形態)
図2に示すように、本実施の形態の充填材収容部材12は、ねじ節鉄筋継手14の内部に挿入されて用いられるものである。
図1に示すように、ねじ節鉄筋継手14は、鋼製で細長の中空状の本体部1402を有し、本体部1402の内周部には、ねじ節鉄筋16の雄ねじ部1602が螺合する雌ねじ部1404が形成されている。
本体部1402の内周部で長手方向(軸心方向)の両端に、ねじ節鉄筋16の装脱を可能とした円環状のシール部材1406が設けられている。このシール部材1406は、本体部1402の長手方向両端からねじ節鉄筋16が雄ねじ部1602を雌ねじ部1404に螺合させて挿入された状態で、本体部1402の長手方向の両端において、シール部材1406の内周部がねじ節鉄筋16の外周部に弾接し、本体部1402の内部を気密に閉塞するものである。
なお、本体部1402は、その内周部の全長にわたって雌ねじ部1404が形成されていてもよく、あるいは、内周部の長手方向両側に雌ねじ部1404が形成され、それら雌ねじ部1404の端部が円柱状の空間部で連通されていてもよい。
Hereinafter, the present embodiment will be described with reference to the accompanying drawings.
(First Embodiment)
As shown in FIG. 2, the filler accommodating member 12 of the present embodiment is used by being inserted into the thread joint rebar joint 14.
As shown in FIG. 1, the threaded rebar joint 14 has an elongated hollow main body portion 1402 made of steel, and the male threaded portion 1602 of the threaded rebar 16 is screwed into the inner peripheral portion of the main body portion 1402. A female threaded portion 1404 is formed.
An annular sealing member 1406 is provided at both ends of the inner peripheral portion of the main body portion 1402 in the longitudinal direction (axial center direction) so that the threaded joint reinforcing bar 16 can be attached and detached. The seal member 1406 is inserted from both ends of the main body 1402 in the longitudinal direction by screwing the male thread portion 1602 into the female thread portion 1404, and the seal member 1406 is inserted at both ends of the main body 1402 in the longitudinal direction. The inner peripheral portion of the main body portion 1402 is in close contact with the outer peripheral portion of the threaded joint reinforcing bar 16 and airtightly closes the inside of the main body portion 1402.
The main body portion 1402 may have female threaded portions 1404 formed over the entire length of the inner peripheral portion thereof, or female threaded portions 1404 are formed on both sides in the longitudinal direction of the inner peripheral portion, and the ends of the female threaded portions 1404 are formed. It may be communicated in a columnar space.

図5に示すように、充填材収容部材12は、中空部材20と充填材22とを含んで構成されている。
中空部材20は、ゴム製または弾性を有する合成樹脂製である。
中空部材20は、弾性変形可能でねじ節鉄筋継手14の内周部に挿入され易い形状で細長に形成されている。
中空部材20は、充填材22を収容する機能と、図4に示すように、雌ねじ部1404に螺合する両側のねじ節鉄筋16の端部により圧縮されて充填材22を中空部材20の外部に流出した状態で、両側のねじ節鉄筋16の端部に弾接し両側のねじ節鉄筋16を互いに離す方向に付勢する機能とを備えている。
As shown in FIG. 5, the filler accommodating member 12 includes a hollow member 20 and a filler 22.
The hollow member 20 is made of rubber or an elastic synthetic resin.
The hollow member 20 is elastically deformable and is formed in an elongated shape so as to be easily inserted into the inner peripheral portion of the threaded rebar joint 14.
The hollow member 20 has a function of accommodating the filler 22, and as shown in FIG. 4, the filler 22 is compressed by the ends of the screw joint reinforcing bars 16 on both sides screwed to the female thread portion 1404 to bring the filler 22 to the outside of the hollow member 20. It has a function of elastically contacting the ends of the threaded rebars 16 on both sides and urging the threaded rebars 16 on both sides in a direction of separating from each other.

中空部材20の長手方向と直交する面で切断した断面は、ねじ節鉄筋継手14の内周部に挿入され易いように、シール部材1406の内径よりも小さい外径の円形で形成されている。
また、中空部材20の長手方向の両端は、ねじ節鉄筋継手14の内周部に挿入され易いように、中空部材20の長手方向外側に凸状の球面2002で形成されている。
中空部材20には、中空部材20がその長手方向に圧縮される際に破壊され充填材22を中空部材20の外部に流出させる流出口2004が設けられている。
本実施の形態では、流出口2004は、中空部材20の長手方向の中央に設けられ、中空部材20を構成する箇所の肉厚を他の箇所に比べて薄くすることで形成されている。
このような流出口2004を設けると、中空部材20が両側のねじ節鉄筋16の端部により圧縮される際に、中空部材20を所定の形状で変形させる上で有利となり、両側のねじ節鉄筋16の端部に弾接し両側のねじ節鉄筋16を互いに離す方向に付勢する大きな付勢力を得る上で有利となる。
The cross section cut along the plane orthogonal to the longitudinal direction of the hollow member 20 is formed in a circle having an outer diameter smaller than the inner diameter of the sealing member 1406 so that it can be easily inserted into the inner peripheral portion of the threaded rebar joint 14.
Further, both ends of the hollow member 20 in the longitudinal direction are formed of spherical surfaces 2002 having a convex shape on the outer side in the longitudinal direction of the hollow member 20 so that the hollow member 20 can be easily inserted into the inner peripheral portion of the threaded rebar joint 14.
The hollow member 20 is provided with an outlet 2004 which is broken when the hollow member 20 is compressed in the longitudinal direction thereof and allows the filler 22 to flow out to the outside of the hollow member 20.
In the present embodiment, the outlet 2004 is provided in the center of the hollow member 20 in the longitudinal direction, and is formed by making the wall thickness of the portion constituting the hollow member 20 thinner than that of the other portions.
Providing such an outlet 2004 is advantageous in deforming the hollow member 20 into a predetermined shape when the hollow member 20 is compressed by the ends of the threaded rebars 16 on both sides, and the threaded rebars on both sides are provided. It is advantageous in obtaining a large urging force that is elastically contacted with the end portion of 16 and urges the screw joint reinforcing bars 16 on both sides in a direction in which they are separated from each other.

中空部材20には、両側のねじ節鉄筋16の端部により圧縮される際に、中空部材20が所定の形状で変形し、両側のねじ節鉄筋16の端部に弾接し両側のねじ節鉄筋16を互いに離す方向に付勢する大きな付勢力が得られるように、一つまたは複数の変形促進部2006が設けられている。
本実施の形態では、中空部材20の長手方向に等間隔をおいて大径部2006Aと、大径部2006Aよりも外径が小さい小径部2006Bとが交互に並べられ設けられ、それら大径部2006Aと小径部2006Bが変形促進部2006を構成している。すなわち、中空部材20が長手方向に圧縮された際に、大径部2006Aは中空部材20の半径方向外側に変形し易く、小径部2006Bは中空部材20の半径方向内側に変形し易く、それら大径部2006Aと小径部2006Bは中空部材20が所定の形状で変形するように中空部材20の変形を促進する。
When the hollow member 20 is compressed by the ends of the threaded reinforcing bars 16 on both sides, the hollow member 20 is deformed in a predetermined shape and is elastically contacted with the ends of the threaded reinforcing bars 16 on both sides. One or more deformation promoting units 2006 are provided so as to obtain a large urging force that urges the 16 to be separated from each other.
In the present embodiment, the large diameter portion 2006A and the small diameter portion 2006B having an outer diameter smaller than that of the large diameter portion 2006A are alternately arranged and provided at equal intervals in the longitudinal direction of the hollow member 20, and these large diameter portions are provided. The 2006A and the small diameter portion 2006B constitute the deformation promoting portion 2006. That is, when the hollow member 20 is compressed in the longitudinal direction, the large diameter portion 2006A is easily deformed outward in the radial direction of the hollow member 20, and the small diameter portion 2006B is easily deformed inward in the radial direction of the hollow member 20. The diameter portion 2006A and the small diameter portion 2006B promote the deformation of the hollow member 20 so that the hollow member 20 is deformed in a predetermined shape.

充填材22は中空部材20の内部に収納されている。
充填材22としては、粘性が低く、空気に触れることで硬化する接着剤や、溶媒が抜けることで硬化する接着剤など従来公知の様々な材料が使用可能である。
充填材22は、ねじ節鉄筋継手14の長手方向の両側から雌ねじ部1404に螺合された両側のねじ節鉄筋16とねじ節鉄筋継手14の内周部との間の隙間に充填され、それらねじ結合のがたつきを防止するものである。
充填材22は、ねじ節鉄筋継手14の長手方向の両側から雌ねじ部1404にそれぞれねじ節鉄筋16の雄ねじ部1602が螺合された状態で、ねじ節鉄筋継手14の内周部の全長にわたって両側のねじ節鉄筋16とねじ節鉄筋継手14の内周部との間の隙間を閉塞する量で中空部材20に収納されている。
The filler 22 is housed inside the hollow member 20.
As the filler 22, various conventionally known materials such as an adhesive having a low viscosity and curing when it comes into contact with air and an adhesive which cures when the solvent is removed can be used.
The filler 22 is filled in the gap between the threaded rebar 16 on both sides screwed into the female threaded portion 1404 from both sides in the longitudinal direction of the threaded rebar joint 14 and the inner peripheral portion of the threaded rebar joint 14, and they are filled. It prevents rattling of the screw connection.
The filler 22 is provided on both sides over the entire length of the inner peripheral portion of the threaded rebar joint 14 in a state where the male threaded portion 1602 of the threaded rebar 16 is screwed into the female threaded portion 1404 from both sides in the longitudinal direction of the threaded rebar joint 14. The hollow member 20 is housed in an amount that closes the gap between the threaded rebar 16 and the inner peripheral portion of the threaded rebar joint 14.

次に、充填材収容部材12の使用方法について説明する。
本実施の形態では、床上に鉄筋コンクリート柱を立設する場合について説明する。
図1に示すように、床上に、鉄筋コンクリート柱の柱主筋をなす複数の下位のねじ節鉄筋16Aの上部が突出している。
ここで、床上に突出した下位のねじ節鉄筋16Aの雄ねじ部1602をシール部材1406の内周部に挿通させ、ねじ節鉄筋継手14の雌ねじ部1404のほぼ下半部に螺合する。
このねじ節鉄筋継手14の下位のねじ節鉄筋16Aへの螺合は、床面からねじ節鉄筋継手14の下端面までの高さを目測できることから、ばらつきなく行なわれる。
Next, a method of using the filler accommodating member 12 will be described.
In this embodiment, a case where a reinforced concrete column is erected on the floor will be described.
As shown in FIG. 1, the upper portions of a plurality of lower threaded joint reinforcing bars 16A forming the column main bars of the reinforced concrete column project on the floor.
Here, the male threaded portion 1602 of the lower threaded rebar 16A protruding above the floor is inserted into the inner peripheral portion of the seal member 1406 and screwed into substantially the lower half of the female threaded portion 1404 of the threaded rebar joint 14.
The screwing of the threaded rebar joint 14 to the lower threaded rebar 16A is performed without variation because the height from the floor surface to the lower end surface of the threaded rebar joint 14 can be visually measured.

図2に示すように、次に、充填材収容部材12を、ねじ節鉄筋継手14の上端のシール部材1406の内周部からねじ節鉄筋継手14の内周部に挿入し、落下させる。
この充填材収容部材12のねじ節鉄筋継手14の内周部への挿入は、シール部材1406の内周面から充填材収容部材12をねじ節鉄筋継手14の内周部へ落とすことで済むため、簡単に迅速になされ、充填材収容部材12の下端は、下位のねじ節鉄筋16Aの端部に載置される。
図3に示すように、次に、連結すべき上位のねじ節鉄筋16Bの下部の雄ねじ部1602をシール部材1406の内周部に挿通させ、ねじ節鉄筋継手14の雌ねじ部1404に螺合させる。
この上位のねじ節鉄筋16Bの螺合により、充填材収容部材12が仮に下位のねじ節鉄筋16Aの端部の上方の雌ねじ部1404の箇所に引っ掛かっている場合であっても、上位のねじ節鉄筋16Bの端部によりこの引っ掛かりが解除され、充填材収容部材12の下端が、下位のねじ節鉄筋16Aの上端に載置される。
As shown in FIG. 2, the filler accommodating member 12 is then inserted into the inner peripheral portion of the threaded rebar joint 14 from the inner peripheral portion of the sealing member 1406 at the upper end of the threaded rebar joint 14 and dropped.
The filler accommodating member 12 can be inserted into the inner peripheral portion of the threaded rebar joint 14 by dropping the filler accommodating member 12 from the inner peripheral surface of the sealing member 1406 to the inner peripheral portion of the threaded rebar joint 14. The lower end of the filler accommodating member 12 is placed on the end of the lower threaded joint rebar 16A, easily and quickly.
As shown in FIG. 3, next, the male threaded portion 1602 at the lower part of the upper threaded rebar 16B to be connected is inserted into the inner peripheral portion of the seal member 1406 and screwed into the female threaded portion 1404 of the threaded rebar joint 14. ..
Even if the filler accommodating member 12 is caught in the female thread portion 1404 above the end of the lower thread bar bar 16A by the screwing of the upper thread bar bar 16B, the upper thread bar The catch is released by the end portion of the reinforcing bar 16B, and the lower end of the filler accommodating member 12 is placed on the upper end of the lower threaded joint reinforcing bar 16A.

上位のねじ節鉄筋16Bの雌ねじ部1404へのさらなる螺合により、上位のねじ節鉄筋16Bの端部が充填材収容部材12の端部に接触する。
上位のねじ節鉄筋16Bの雌ねじ部1404へのさらなる螺合により、上位のねじ節鉄筋16Bの端部と下位のねじ節鉄筋16Aの端部とにより充填材収容部材12が圧縮されていき、すなわち、中空部材20が圧縮されていき、所定の形状に変形していく。
やがて、中空部材20の内部の圧力が所定値に達した時点で流出口2004を構成する中空部材20の肉薄の部分が破壊され、充填材22が流出口2004から中空部材20の外部に流出する。
Further screwing of the upper threaded rebar 16B to the female threaded portion 1404 brings the end of the upper threaded rebar 16B into contact with the end of the filler accommodating member 12.
Further screwing of the upper threaded rebar 16B to the female threaded portion 1404 causes the filler accommodating member 12 to be compressed by the end of the upper threaded rebar 16B and the end of the lower threaded rebar 16A. , The hollow member 20 is compressed and deformed into a predetermined shape.
Eventually, when the pressure inside the hollow member 20 reaches a predetermined value, the thin portion of the hollow member 20 constituting the outlet 2004 is destroyed, and the filler 22 flows out from the outlet 2004 to the outside of the hollow member 20. ..

図4に示すように、上位のねじ節鉄筋16Bの雌ねじ部1404へのさらなる螺合により、中空部材20は所定の形状に圧縮変形され、圧縮変形された中空部材20は、下位のねじ節鉄筋16Aと上位のねじ節鉄筋16Bとを互いに離れる方向に付勢し、後からねじ節鉄筋継手14に結合した上位のねじ節鉄筋16Bを上方に付勢する。
作業員は、この中空部材20の付勢力により、上位のねじ節鉄筋16Bの下部が所定の深さまで到達したことが判断できる。
一方、充填材22は、両端のシール部材1406の間でねじ節鉄筋継手14の内周部の全長にわたって両側のねじ節鉄筋16とねじ節鉄筋継手14の内周部との間の隙間に充填され、それらねじ結合のがたつきを防止する。
なお、本実施の形態では、下位のねじ節鉄筋16Aが、ねじ節鉄筋継手14に先に挿入するねじ節鉄筋16であり、上位のねじ節鉄筋16Bが、ねじ節鉄筋継手14に後から挿入するねじ節鉄筋16である。
As shown in FIG. 4, the hollow member 20 is compression-deformed into a predetermined shape by further screwing the upper threaded rebar 16B to the female threaded portion 1404, and the compression-deformed hollow member 20 is the lower threaded rebar. The 16A and the upper threaded rebar 16B are urged in a direction away from each other, and the upper threaded rebar 16B coupled to the threaded rebar joint 14 is urged upward afterwards.
The worker can determine that the lower portion of the upper threaded rebar 16B has reached a predetermined depth by the urging force of the hollow member 20.
On the other hand, the filler 22 fills the gap between the threaded reinforcing bars 16 on both sides and the inner peripheral portion of the threaded reinforcing bar joint 14 over the entire length of the inner peripheral portion of the threaded reinforcing bar joint 14 between the sealing members 1406 at both ends. And prevent the rattling of those screw connections.
In the present embodiment, the lower threaded rebar 16A is the threaded rebar 16 to be inserted into the threaded rebar joint 14 first, and the upper threaded rebar 16B is inserted into the threaded rebar joint 14 later. It is a screw joint reinforcing bar 16.

本実施の形態によれば、充填材収容部材12をねじ節鉄筋継手14の内周部に単に落下させる単純作業を行なうことで、従来の注入ガンによるモルタルのねじ節鉄筋継手14内部への充填作業を省略できるので、ねじ節鉄筋継手14によるねじ節鉄筋16の結合作業の効率化が図れ、多数の鉄筋コンクリート柱が設けられる大規模な物流施設や高層ビルなどの施工期間を短縮し、コストダウンを図る上で有利となる。
また、圧縮変形された中空部材20は、上位のねじ節鉄筋16Bを上方に付勢するので、作業員は、この中空部材20の付勢力により、上位のねじ節鉄筋16Bの下部が所定の深さまで到達したことが判断でき、複数の上位のねじ節鉄筋16Bのねじ節鉄筋継手14への結合深さを均一にでき、鉄筋コンクリート柱を用いた構造物の剛性を確保する上で有利となる。
According to the present embodiment, the filler accommodating member 12 is simply dropped onto the inner peripheral portion of the threaded rebar joint 14 to fill the inside of the threaded rebar joint 14 of the mortar with a conventional injection gun. Since the work can be omitted, the efficiency of the joining work of the threaded rebar 16 by the threaded rebar joint 14 can be improved, the construction period of large-scale distribution facilities and high-rise buildings where a large number of reinforced concrete columns are provided can be shortened, and the cost can be reduced. It will be advantageous in planning.
Further, since the compression-deformed hollow member 20 urges the upper threaded rebar 16B upward, the worker can use the urging force of the hollow member 20 to urge the lower portion of the upper threaded rebar 16B to a predetermined depth. It can be determined that the rebar has reached this point, and the bonding depth of the plurality of upper threaded reinforcing bars 16B to the threaded reinforcing bar joint 14 can be made uniform, which is advantageous in ensuring the rigidity of the structure using the reinforced concrete column.

また、中空部材20に、中空部材20が圧縮される際に破壊され充填材22を中空部材20の外部に流出させる流出口2004が設けられているので、中空部材20を所定の形状で変形させる上で有利となり、両側のねじ節鉄筋16を互いに離す方向に付勢する大きな付勢力を得る上で有利となる。
また、中空部材20をその長手方向と直交する平面で切断した形状は、シール部材1406の内径よりも小さい輪郭で形成されているので、充填材収容部材12のねじ節鉄筋継手14内部への挿入を円滑に行なう上で有利となり、しかも、中空部材20の長手方向の両端は、中空部材20の長手方向外側に凸状の球面2002で形成されているので、中空部材20の先端が雌ねじ部1404に引っ掛かることなく充填材収容部材12を下位のねじ節鉄筋16Aの端部上に確実に到達させる上で有利となり、中空部材20を所定の形状で変形させる上で有利となる。
また、中空部材20に、圧縮される際に中空部材20が所定の形状で変形させる変形促進部2006が設けられているので、中空部材20の大きな付勢力により、上位のねじ節鉄筋16Bの下部が所定の深さまで到達したことが判断でき、複数の上位のねじ節鉄筋16Bのねじ節鉄筋継手14への結合深さを均一にでき、鉄筋コンクリート柱を用いた構造物の剛性を確保する上で有利となる。
Further, since the hollow member 20 is provided with an outlet 2004 which is broken when the hollow member 20 is compressed and allows the filler 22 to flow out to the outside of the hollow member 20, the hollow member 20 is deformed into a predetermined shape. It is advantageous in the above, and it is advantageous in obtaining a large urging force that urges the screw joint reinforcing bars 16 on both sides in the direction of separating from each other.
Further, since the shape obtained by cutting the hollow member 20 in a plane orthogonal to the longitudinal direction thereof is formed with a contour smaller than the inner diameter of the seal member 1406, the filler accommodating member 12 is inserted into the threaded rebar joint 14. In addition, since both ends of the hollow member 20 in the longitudinal direction are formed of a spherical spherical surface 2002 that is convex outward in the longitudinal direction of the hollow member 20, the tip of the hollow member 20 is a female threaded portion 1404. It is advantageous for the filler accommodating member 12 to surely reach the end portion of the lower threaded joint reinforcing bar 16A without being caught in the hollow member 20, and it is advantageous for deforming the hollow member 20 in a predetermined shape.
Further, since the hollow member 20 is provided with a deformation promoting portion 2006 that deforms the hollow member 20 in a predetermined shape when compressed, the lower portion of the upper threaded joint reinforcing bar 16B is provided by the large urging force of the hollow member 20. In order to secure the rigidity of the structure using the reinforced concrete column, it can be determined that has reached a predetermined depth, the bonding depth of the plurality of upper threaded reinforcing bars 16B to the threaded reinforcing bar joint 14 can be made uniform. It will be advantageous.

(第2の実施の形態)
次に、第2の実施の形態について図6を参照して説明する。
なお、以後の実施の形態では第1の実施の形態と同様な箇所、部材に同一の符号を付してその説明を省略し、第1の実施の形態と異なった箇所を重点的に説明する。
第2の実施の形態では、充填材22が第1の実施の形態と異なっている。
第2の実施の形態では、充填材22として、第1充填材22Aと第2充填材22Bとが混合されることで硬化する混合型のものが用いられている。
このような充填材22として、第1充填材22Aが砂とセメントとの混合物であり、第2充填材22Bが水である場合、あるいは、第1充填材22Aが砂とセメントとの混合物であり、第2充填材22Bが水ガラスである場合、あるいは、2液混合型のエポキシ樹脂系接着剤など、第1充填材22Aと第2充填材22Bとが混合されることで硬化する従来公知の様々な材料が使用可能である。
(Second embodiment)
Next, the second embodiment will be described with reference to FIG.
In the subsequent embodiments, the same parts and members as those in the first embodiment are designated by the same reference numerals, the description thereof will be omitted, and the parts different from the first embodiment will be mainly described. ..
In the second embodiment, the filler 22 is different from the first embodiment.
In the second embodiment, as the filler 22, a mixed type that is cured by mixing the first filler 22A and the second filler 22B is used.
As such a filler 22, the first filler 22A is a mixture of sand and cement, the second filler 22B is water, or the first filler 22A is a mixture of sand and cement. , When the second filler 22B is water glass, or when the first filler 22A and the second filler 22B are mixed, such as a two-component mixed type epoxy resin adhesive, it is cured by a conventionally known known method. Various materials can be used.

この充填材22に対応して中空部材20の内部は、仕切り壁2010により第1充填材22Aを収容する第1収容室2012と、第2充填材22Bを収容する第2収容室2014に仕切られている。
また、中空部材20の内部で第1充填材22Aと第2充填材22Bが混合された後、中空部材20の外部に流出し、充填材22が確実に硬化するように、中空部材20が圧縮される際に、仕切り壁2010は流出口2004よりも先に破壊される強度で形成されている。
本実施の形態では、仕切り壁2010は、互いに対向する大径部2006Aの内周面にわたって設けられている。
このような第2の実施の形態によっても第1の実施の形態と同様な効果が奏される。
The inside of the hollow member 20 corresponding to the filler 22 is partitioned by a partition wall 2010 into a first storage chamber 2012 for accommodating the first filler 22A and a second storage chamber 2014 for accommodating the second filler 22B. ing.
Further, after the first filler 22A and the second filler 22B are mixed inside the hollow member 20, the hollow member 20 is compressed so that the filler 22 flows out of the hollow member 20 and the filler 22 is surely cured. The partition wall 2010 is formed with a strength that breaks before the outlet 2004.
In the present embodiment, the partition wall 2010 is provided over the inner peripheral surface of the large diameter portion 2006A facing each other.
The same effect as that of the first embodiment is obtained by such a second embodiment.

(第3の実施の形態)
次に、第3の実施の形態について図7を参照して説明する。
第3の実施の形態は、ねじ節鉄筋16の連結構造で、第1、第2の実施の形態の変形例である。
第3の実施の形態では、第1、第2の実施の形態の充填材22を、ねじ節鉄筋継手14と異なった色で着色し、また、ねじ節鉄筋継手14の本体部1402の長手方向の中央部に、ねじ節鉄筋継手14の内部と外部とを連通する連通孔1420を設けたものである。
第3の実施の形態では、中空部材20が圧縮され、充填材22が流出口2004から中空部材20の外部に流出した充填材22の一部22Aが連通孔1420からねじ節鉄筋継手14の外周面に流出する。
第3の実施の形態によれば、第1の実施の形態と同様な効果が奏される他、作業員は、このねじ節鉄筋継手14の外周面に流出した充填材22Aを視認することで、ねじ節鉄筋継手14の内周部に充填材収容部材12が挿入されていることを判断でき、これにより、上位のねじ節鉄筋16Bのねじ節鉄筋継手14への結合深さが均一となっていることが判断でき、鉄筋コンクリート柱を用いた構造物の剛性を確保する上で有利となる。
(Third embodiment)
Next, the third embodiment will be described with reference to FIG. 7.
The third embodiment is a connecting structure of the threaded joint reinforcing bars 16, and is a modification of the first and second embodiments.
In the third embodiment, the filler 22 of the first and second embodiments is colored with a color different from that of the threaded rebar joint 14, and the longitudinal direction of the main body portion 1402 of the threaded rebar joint 14 is also formed. A communication hole 1420 for communicating the inside and the outside of the threaded rebar joint 14 is provided in the central portion of the above.
In the third embodiment, the hollow member 20 is compressed, and the filling material 22 flows out from the outlet 2004 to the outside of the hollow member 20. It flows out to the surface.
According to the third embodiment, the same effect as that of the first embodiment is obtained, and the worker can visually recognize the filler 22A flowing out to the outer peripheral surface of the threaded joint rebar joint 14. , It can be determined that the filler accommodating member 12 is inserted in the inner peripheral portion of the threaded rebar joint 14, whereby the bonding depth of the upper threaded rebar 16B to the threaded rebar joint 14 becomes uniform. It can be determined that the reinforcing bars are used, which is advantageous in ensuring the rigidity of the structure using the reinforced concrete columns.

なお、本実施の形態では、本発明の充填材収容部材12およびねじ節鉄筋16の連結構造が鉄筋コンクリート柱の立設に適用した場合について説明したが、本発明の充填材収容部材12およびねじ節鉄筋16の連結構造は、鉄筋コンクリート柱に限定されず鉄筋コンクリート梁など、ねじ節鉄筋16とねじ節鉄筋継手14を用いたその他の鉄筋コンクリート部材にも無論適用可能である。 In the present embodiment, the case where the connecting structure of the filler accommodating member 12 and the threaded reinforcing bar 16 of the present invention is applied to the erection of the reinforced concrete column has been described, but the filler accommodating member 12 and the threaded bar of the present invention have been described. The connecting structure of the reinforcing bar 16 is not limited to the reinforced concrete column, and of course, it can be applied to other reinforced concrete members using the threaded reinforcing bar 16 and the threaded reinforcing bar joint 14, such as a reinforced concrete beam.

12……充填材収容部材
14……ねじ節鉄筋継手
1402……本体部
1404……雌ねじ部
1406……シール部材
1420……連通孔
16……ねじ節鉄筋
1602……雄ねじ部
20……中空部材
2002……球面
2004……流出口
2006……変形促進部
2006A……大径部
2006B……小径部
22……充填材
22A……第1充填材
22B……第2充填材
12 …… Filler accommodating member 14 …… Screw joint rebar joint 1402 …… Main body 1404 …… Female thread 1406 …… Seal member 1420 …… Communication hole 16 …… Thread rebar 1602 …… Male thread 20 …… Hollow member 2002 …… Spherical surface 2004 …… Outlet 2006 …… Deformation promotion part 2006A …… Large diameter part 2006B …… Small diameter part 22 …… Filler 22A …… First filler 22B …… Second filler

Claims (7)

筒状を呈しその内周部にねじ節鉄筋の雄ねじ部に螺合する雌ねじ部が設けられると共に前記内周部の長手方向の両端に前記ねじ節鉄筋の装脱を可能とした円環状のシール部材が設けられたねじ節鉄筋継手の内周部に挿入される充填材収容部材であって、
前記充填材収容部材は、ゴムまたは弾性を有する合成樹脂により前記ねじ節鉄筋継手の内周部に挿入される形状で細長に形成された中空部材と、前記ねじ節鉄筋継手の長手方向の両側から前記雌ねじ部に螺合された両側のねじ節鉄筋と前記ねじ節鉄筋継手の内周部との間の隙間を充填するに足る量で前記中空部材の内部に充填された充填材とを含み、
前記中空部材は、前記両側のねじ節鉄筋の端部により圧縮されて前記充填材を前記中空部材の外部に流出した状態で、前記両側のねじ節鉄筋の端部に弾接し前記両側のねじ節鉄筋を互いに離す方向に付勢する、
ことを特徴とする充填材収容部材。
An annular seal that has a tubular shape and is provided with a female threaded portion that is screwed into the male threaded portion of the threaded joint reinforcing bar at the inner peripheral portion thereof and at both ends in the longitudinal direction of the inner peripheral portion that enables the attachment / detachment of the threaded joint reinforcing bar. A filler accommodating member inserted into the inner peripheral portion of a threaded rebar joint provided with a member.
The filler accommodating member is a hollow member formed elongated in a shape inserted into the inner peripheral portion of the threaded barbed joint by rubber or a synthetic resin having elasticity, and from both sides in the longitudinal direction of the threaded barbed joint. It contains a filler filled inside the hollow member in an amount sufficient to fill the gap between the threaded reinforcing bars on both sides screwed into the female threaded portion and the inner peripheral portion of the threaded joint.
The hollow member is compressed by the ends of the threaded rebars on both sides, and in a state where the filler flows out of the hollow member, the hollow member is elastically contacted with the ends of the threaded rebars on both sides and the threaded bars on both sides. Encourage the reinforcing bars to separate from each other,
A filler accommodating member.
ねじ節鉄筋に螺合する筒状のねじ節鉄筋継手の内周部に挿入される充填材収容部材であって、A filler accommodating member inserted into the inner peripheral portion of a tubular threaded rebar joint that is screwed into the threaded rebar.
前記充填材収容部材は、前記ねじ節鉄筋継手の内周部に挿入される細長形状の中空部材と、前記中空部材の内部に充填された充填材とを含み、 The filler accommodating member includes an elongated hollow member inserted into the inner peripheral portion of the threaded rebar joint and a filler filled inside the hollow member.
前記中空部材は、ゴムまたは弾性を有する合成樹脂により形成され、前記ねじ節鉄筋継手の両端から挿入された前記ねじ節鉄筋の圧縮により前記充填材を前記中空部材の外部に流出した状態で、前記ねじ節鉄筋を互いに離す方向に付勢する、 The hollow member is formed of rubber or a synthetic resin having elasticity, and the filler is discharged to the outside of the hollow member by compression of the threaded rebar inserted from both ends of the threaded rebar joint. Encourage the threaded rebars away from each other,
ことを特徴とする充填材収容部材。 A filler accommodating member.
前記中空部材には、前記中空部材がその長手方向に圧縮される際に破壊され前記充填材を前記中空部材の外部に流出させる流出口が設けられている、
ことを特徴とする請求項1または2に記載の充填材収容部材。
The hollow member is provided with an outlet that is broken when the hollow member is compressed in the longitudinal direction and allows the filler to flow out of the hollow member.
The filler accommodating member according to claim 1 or 2 , wherein the filler accommodating member.
前記充填材は、第1充填材と第2充填材とが混合されることで硬化する混合型の充填材であって、
前記中空部材の内部は、仕切り壁により第1充填材を収容する第1収容室と、第2充填材を収容する第2収容室に仕切られ、
前記中空部材がその長手方向に圧縮される際に、前記仕切り壁は前記流出口よりも先に破壊される強度で形成されている、
ことを特徴とする請求項記載の充填材収容部材。
The filler is a mixed type filler that is cured by mixing the first filler and the second filler.
The inside of the hollow member is partitioned by a partition wall into a first storage chamber for accommodating the first filler and a second accommodation chamber for accommodating the second filler.
When the hollow member is compressed in its longitudinal direction, the partition wall is formed with a strength that breaks before the outlet.
The filler accommodating member according to claim 3 .
前記中空部材の長手方向の両端は、外側に凸状の球面で形成され、
中空部材には、前記両側のねじ節鉄筋の端部により圧縮される際に、前記中空部材が所定の形状で変形するように複数の変形促進部が設けられ、
前記複数の変形促進部は、外側に凸の曲面状の大径部と、前記大径部よりも外径が小さく内側に凸の曲面状の小径部とが前記中空部材の長手方向に交互に並べられることで構成されている、
ことを特徴とする請求項1~の何れか1項記載の充填材収容部材。
Both ends of the hollow member in the longitudinal direction are formed by an outwardly convex spherical surface.
The hollow member is provided with a plurality of deformation promoting portions so that the hollow member is deformed in a predetermined shape when compressed by the ends of the threaded reinforcing bars on both sides.
In the plurality of deformation promoting portions, an outwardly convex curved large diameter portion and an inwardly convex curved small diameter portion having a smaller outer diameter than the large diameter portion are alternately arranged in the longitudinal direction of the hollow member. Consists of being lined up,
The filler accommodating member according to any one of claims 1 to 4 , wherein the filler accommodating member.
筒状を呈しその内周部にねじ節鉄筋の雄ねじ部に螺合する雌ねじ部が設けられると共に前記内周部の長手方向の両端に前記ねじ節鉄筋の装脱を可能とした円環状のシール部材が設けられたねじ節鉄筋継手と、前記ねじ節鉄筋継手の内周部に挿入される充填材収容部材とを備えたねじ節鉄筋の連結構造であって、
前記充填材収容部材は、ゴムまたは弾性を有する合成樹脂によりねじ節鉄筋継手の内周部に挿入される形状で細長に形成された中空部材と、前記ねじ節鉄筋継手の長手方向の両側から前記雌ねじ部に螺合された両側のねじ節鉄筋と前記ねじ節鉄筋継手の内周部との間の隙間を充填するに足る量で前記中空部材の内部に充填された充填材とを含み、
前記中空部材は、前記両側のねじ節鉄筋の端部により圧縮されて前記充填材を前記中空部材の外部に流出した状態で、前記両側のねじ節鉄筋の端部に弾接し前記両側のねじ節鉄筋を互いに離す方向に付勢し、
前記充填材は、前記ねじ節鉄筋継手と異なる色を有し、
前記ねじ節鉄筋継手の長手方向の中央に、前記ねじ節鉄筋継手の内部と外部とを連通する連通孔が設けられている、
ことを特徴とするねじ節鉄筋の連結構造。
An annular seal that has a tubular shape and is provided with a female threaded portion that is screwed into the male threaded portion of the threaded joint reinforcement at the inner peripheral portion thereof and at both ends in the longitudinal direction of the inner peripheral portion that enables the attachment / detachment of the threaded joint reinforcing bar. It is a connecting structure of a threaded rebar having a threaded rebar joint provided with a member and a filler accommodating member inserted into the inner peripheral portion of the threaded rebar joint.
The filler accommodating member is a hollow member formed elongated in a shape inserted into the inner peripheral portion of the threaded barbed reinforced joint by rubber or a synthetic resin having elasticity , and the filled material accommodating member from both sides in the longitudinal direction of the threaded barbed reinforced joint. It contains a filler filled inside the hollow member in an amount sufficient to fill the gap between the threaded reinforcing bars on both sides screwed into the female threaded portion and the inner peripheral portion of the threaded joint.
The hollow member is compressed by the ends of the threaded rebars on both sides, and in a state where the filler flows out of the hollow member, the hollow member is elastically contacted with the ends of the threaded rebars on both sides and the threaded bars on both sides. Encourage the reinforcing bars to separate from each other,
The filler has a different color than the threaded rebar joint and has a different color.
A communication hole for communicating the inside and the outside of the threaded rebar joint is provided in the center of the threaded rebar joint in the longitudinal direction.
The connecting structure of the threaded rebar is characterized by this.
ねじ節鉄筋と、前記ねじ節鉄筋に螺合する筒状のねじ節鉄筋継手と、前記ねじ節鉄筋継手の内周部に挿入される充填材収容部材とを備えたねじ節鉄筋の連結構造であって、In a connecting structure of a threaded rebar, a tubular threaded rebar joint screwed into the threaded rebar, and a filler accommodating member inserted into the inner peripheral portion of the threaded rebar joint. There,
前記ねじ節鉄筋継手は、内周部の長手方向両端において、前記ねじ節鉄筋の装脱が可能な状態である円環状のシール部材が設けられ、 The threaded rebar joint is provided with an annular sealing member at both ends of the inner peripheral portion in the longitudinal direction so that the threaded rebar can be attached and detached.
前記充填材収容部材は、前記ねじ節鉄筋継手の内周部に挿入される細長形状の中空部材と、前記中空部材の内部に充填された充填材とを含み、 The filler accommodating member includes an elongated hollow member inserted into the inner peripheral portion of the threaded rebar joint and a filler filled inside the hollow member.
前記中空部材は、ゴムまたは弾性を有する合成樹脂により形成され前記ねじ節鉄筋継手の両端から挿入された前記ねじ節鉄筋の圧縮により前記充填材を前記中空部材の外部に流出した状態で、前記ねじ節鉄筋を互いに離す方向に付勢し、 The hollow member is formed of rubber or a synthetic resin having elasticity, and the filler is discharged to the outside of the hollow member by compression of the threaded rebar inserted from both ends of the threaded rebar joint. Encourage the reinforcing bars to separate from each other,
前記充填材は、前記ねじ節鉄筋継手と異なる色を有し、 The filler has a different color than the threaded rebar joint and has a different color.
前記ねじ節鉄筋継手の長手方向の中央に、前記ねじ節鉄筋継手の内部と外部とを連通する連通孔が設けられている、 A communication hole for communicating the inside and the outside of the threaded rebar joint is provided in the center of the threaded rebar joint in the longitudinal direction.
ことを特徴とするねじ節鉄筋の連結構造。 The connecting structure of the threaded rebar is characterized by this.
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005009214A (en) 2003-06-20 2005-01-13 Fuji Bolt Seisakusho:Kk Seal cap for grout joint
KR200409526Y1 (en) 2005-11-23 2006-03-03 김용근 Threaded sleeves for joints of threaded bars
US20070175167A1 (en) 2006-01-13 2007-08-02 Allen Paul B Reinforcing bar splice with threaded collars
JP2009150049A (en) 2007-12-18 2009-07-09 Tokyo Tekko Co Ltd Rebar connection seal structure and rebar connection device
JP2016156163A (en) 2015-02-24 2016-09-01 株式会社熊谷組 Filling-type joint for reinforcement

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5499320U (en) * 1977-12-23 1979-07-13
JPS5813848A (en) * 1981-07-16 1983-01-26 株式会社神戸製鋼所 Screw iron joint
JPH03228953A (en) * 1990-02-05 1991-10-09 Shimizu Corp Rebar joint method
JP3817340B2 (en) * 1997-06-16 2006-09-06 東京鐵鋼株式会社 Screw rebar coupling device
JP3209957B2 (en) * 1998-02-25 2001-09-17 前田工繊株式会社 An anchor bolt fixing capsule with reduced driving resistance

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005009214A (en) 2003-06-20 2005-01-13 Fuji Bolt Seisakusho:Kk Seal cap for grout joint
KR200409526Y1 (en) 2005-11-23 2006-03-03 김용근 Threaded sleeves for joints of threaded bars
US20070175167A1 (en) 2006-01-13 2007-08-02 Allen Paul B Reinforcing bar splice with threaded collars
JP2009150049A (en) 2007-12-18 2009-07-09 Tokyo Tekko Co Ltd Rebar connection seal structure and rebar connection device
JP2016156163A (en) 2015-02-24 2016-09-01 株式会社熊谷組 Filling-type joint for reinforcement

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