JP4666687B2 - Concrete structure and coupler for construction of concrete structure - Google Patents

Concrete structure and coupler for construction of concrete structure Download PDF

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JP4666687B2
JP4666687B2 JP2005216910A JP2005216910A JP4666687B2 JP 4666687 B2 JP4666687 B2 JP 4666687B2 JP 2005216910 A JP2005216910 A JP 2005216910A JP 2005216910 A JP2005216910 A JP 2005216910A JP 4666687 B2 JP4666687 B2 JP 4666687B2
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coupler
block
reinforcing bar
shaft support
recess
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俊哉 森田
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カイエー共和コンクリート株式会社
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Description

本発明は、2以上のプレキャストコンクリートブロックを連結して構築されたコンクリート構造物と、該コンクリート構造物を構築する際に用いられる連結器に関する。   The present invention relates to a concrete structure constructed by connecting two or more precast concrete blocks, and a coupler used when constructing the concrete structure.

梁,擁壁,暗渠,水路等のコンクリート構造物は、2以上のプレキャストコンクリートブロック(以下、単にブロックと言う)を現場で連結することにより構築されている。このコンクリート構造物を構築する際には連結器が一般に用いられており、該連結器には大別してネジ結合タイプとくさび結合タイプが存在する。   Concrete structures such as beams, retaining walls, underdrains, and waterways are constructed by connecting two or more precast concrete blocks (hereinafter simply referred to as blocks) on site. When constructing this concrete structure, a coupler is generally used, and the coupler is roughly classified into a screw coupling type and a wedge coupling type.

ネジ結合タイプの連結器は、例えば、一方のブロックの鉄筋に取り付けられた雄カプラーと、他方のブロックの鉄筋に取り付けられた雌カプラーとを備え、雄カプラーと雄ネジ部と雌カプラーの雌ネジ部とを螺合することによりブロック相互の端面を圧接させて所期のブロック連結を行う。   The screw coupling type coupler includes, for example, a male coupler attached to a reinforcing bar of one block and a female coupler attached to a reinforcing bar of the other block, and includes a male coupler, a male screw portion, and a female screw of a female coupler. The desired blocks are connected by press-contacting the end surfaces of the blocks together by screwing the portions together.

また、くさび結合タイプの連結器は、例えば、一方のブロックの鉄筋と他方の鉄筋のそれぞれに取り付けられた1対のカプラーとくさび部材とを備え、両カプラーのほぞ穴にくさび部材を差し込むことによりブロック相互の端面を圧接させて所期のブロック連結を行う。
特許第3450270号公報 特開平7−76997号公報
In addition, the wedge coupling type coupler includes, for example, a pair of couplers and a wedge member attached to each of the reinforcing bars of one block and the other reinforcing bar, and by inserting the wedge members into the mortises of both couplers. The desired block connection is performed by pressing the end surfaces of the blocks together.
Japanese Patent No. 3450270 Japanese Patent Laid-Open No. 7-76997

ネジ結合タイプの連結器は、螺合時のネジ締付力によってブロック連結力を十分に確保できるが、螺合作業に比較的時間を要すると共に螺合時の締付トルクを管理する必要もある。一方、くさび結合タイプの連結器は、所期のブロック連結を簡単な作業で行えるが、ほぞ穴にくさび部材を差し込むだけであるためブロック連結力を十分に確保することが難しい。   The screw coupling type coupler can sufficiently secure the block coupling force by the screw tightening force at the time of screwing, but it takes a relatively long time for the screwing operation and also needs to manage the tightening torque at the time of screwing. . On the other hand, the wedge coupling type coupler can perform the desired block coupling by a simple operation, but it is difficult to ensure a sufficient block coupling force because the wedge member is only inserted into the mortise.

本発明は前記事情に鑑みて創作されたもので、その目的とするところは、ブロック連結を簡単な作業で行えると共にブロック連結力を十分に確保できるコンクリート構造物と、該コンクリート構造物を構築する際に有用な連結器を提供することをその目的とする。   The present invention was created in view of the above circumstances, and the object of the present invention is to construct a concrete structure capable of performing block connection with a simple operation and sufficiently securing the block connection force, and the concrete structure. It is an object of the present invention to provide a useful connector.

前記目的を達成するため、本発明のコンクリート構造物は、第1鉄筋が埋設された第1ブロックと、第2鉄筋が埋設された第2ブロックと、係止用凹部が設けられた係止部と鉄筋取付部とを一体に有し鉄筋取付部を第1鉄筋に取り付けられた第1カプラーと、軸支用凹部が設けられた軸支部と鉄筋取付部とを一体に有し鉄筋取付部を第2鉄筋に取り付けられた第2カプラーと、第2カプラーの軸支用凹部内に回転自在に支持され得る軸部と第1カプラーの係止用凹部内にくさび作用を伴って係止され得る係合部とを一体に有するジョイントレバーとを備え、ジョイントレバーの軸部を第2カプラーの軸支用凹部内に挿入した後に該軸部を中心としてジョイントレバーを所定方向に回転させて係合部を第1カプラーの係止用凹部内に押し込んで係止させることにより、該押し込みにより生じるくさび作用によって第1ブロックと第2ブロックとが互いの端面が圧接した状態で連結されている、ことをその特徴とする。   In order to achieve the above object, a concrete structure of the present invention includes a first block in which a first reinforcing bar is embedded, a second block in which a second reinforcing bar is embedded, and a locking portion provided with a locking recess. And the reinforcing bar mounting part, the first coupler having the reinforcing bar mounting part attached to the first reinforcing bar, the shaft supporting part provided with the concave part for supporting the shaft, and the reinforcing bar mounting part. The second coupler attached to the second reinforcing bar, the shaft portion that can be rotatably supported in the shaft support recess of the second coupler, and the locking recess of the first coupler can be locked with a wedge action. A joint lever integrally formed with the engaging portion, and after the shaft portion of the joint lever is inserted into the shaft support recess of the second coupler, the joint lever is rotated around the shaft portion in a predetermined direction to engage. Push the part into the locking recess of the first coupler By locked, the first block and the second block by the wedge action caused by the pushing is connected in a state in which the end face of each other and pressed, and its characterized by.

また、本発明の連結器は、第1鉄筋が埋設された第1ブロックと第2鉄筋が埋設された第2ブロックとを互いの端面が圧接した状態で連結するための連結器であって、該連結器は、係止用凹部が設けられた係止部と鉄筋取付部とを一体に有し鉄筋取付部を第1鉄筋に取り付けられ得る第1カプラーと、軸支用凹部が設けられた軸支部と鉄筋取付部とを一体に有し鉄筋取付部を第2鉄筋に取り付けられ得る第2カプラーと、第2カプラーの軸支用凹部内に回転自在に支持され得る軸部と第1カプラーの係止用凹部内にくさび作用を伴って係止され得る係合部とを一体に有するジョイントレバーとを備え、ジョイントレバーの軸部を第2カプラーの軸支用凹部内に挿入した後に該軸部を中心としてジョイントレバーを所定方向に回転させて係合部を第1カプラーの係止用凹部内に押し込んで係止させることにより、該押し込みにより生じるくさび作用によって第1ブロックと第2ブロックとを互いの端面が圧接した状態で連結し得る、ことをその特徴とする。   Further, the coupler of the present invention is a coupler for connecting the first block in which the first reinforcing bar is embedded and the second block in which the second reinforcing bar is embedded in a state where the end faces thereof are in pressure contact with each other, The coupler is provided with a first coupler that integrally has a locking part provided with a locking concave part and a reinforcing bar attaching part, and the reinforcing bar attaching part can be attached to the first reinforcing bar, and a concave part for shaft support. A second coupler that integrally has a shaft support portion and a reinforcing bar attachment portion and can be attached to the second rebar, and a shaft portion that can be rotatably supported in a shaft support recess of the second coupler and the first coupler A joint lever integrally including an engaging portion that can be locked with a wedge action in the locking recess, and after the shaft portion of the joint lever is inserted into the shaft support recess of the second coupler, Rotate the joint lever in a predetermined direction around the shaft to engage The first block and the second block can be connected in a state in which their end faces are in pressure contact with each other by the wedge action generated by the pushing by being pushed into the locking recess of the first coupler. And

本発明のコンクリート構造物及び連結器によれば、ジョイントレバーの軸部を第2カプラーの軸支用凹部内に挿入した後に該軸部を中心としてジョイントレバーを所定方向に回転させて係合部を第1カプラーの係止用凹部内に押し込んで係止させることにより、該押し込みにより生じるくさび作用によって第1ブロックと第2ブロックとを互いの端面が圧接した状態で連結することができる。   According to the concrete structure and the coupler of the present invention, after the shaft portion of the joint lever is inserted into the shaft support recess of the second coupler, the joint lever is rotated in a predetermined direction around the shaft portion to thereby engage the engagement portion. The first block and the second block can be connected in a state in which the end surfaces thereof are in pressure contact by the wedge action generated by the pushing, by pushing into the locking recess of the first coupler.

つまり、ジョイントレバーを所定方向に回転させるだけの操作で所期のブロック連結を行うことができるので、ブロック連結に伴う作業を簡単に行うことができ、作業コストの低減を図ることができる。また、軸部を中心としたジョイントレバーの所定方向回転によってくさび作用を発揮させているので、ほぞ穴にくさび部材を差し込む場合に比べて、くさび作用を効果的に発揮させてブロック連結力を十分に確保することができ、堅牢なコンクリート構造物を構築することができる。   In other words, since the desired block connection can be performed by simply rotating the joint lever in a predetermined direction, the work associated with the block connection can be easily performed, and the work cost can be reduced. In addition, since the wedge action is exerted by rotating the joint lever around the shaft in a specified direction, the wedge action is more effectively exhibited and the block connection force is sufficient than when the wedge member is inserted into the mortise. It is possible to secure a solid concrete structure.

本発明によれば、ブロック連結を簡単な作業で行えると共にブロック連結力を十分に確保できるコンクリート構造物と、該コンクリート構造物を構築する際に有用な連結器を提供できる。   ADVANTAGE OF THE INVENTION According to this invention, block connection can be performed by a simple operation | work, and a concrete structure which can fully ensure block connection force, and a connector useful when constructing this concrete structure can be provided.

本発明の前記目的とそれ以外の目的と、構成特徴と、作用効果は、以下の説明と添付図面によって明らかとなる。   The above object and other objects, structural features, and operational effects of the present invention will become apparent from the following description and the accompanying drawings.

[第1実施形態]
図1〜図14は本発明の第1実施形態を示す。図1はコンクリート構造物の部分図、図2は図1のa−a線断面図、図3は図1に示した第1カプラーの上面図、図4は図3のb−b線断面図、図5は図1に示した第2カプラーの上面図、図6は図5のc−c線断面図、図7は図1に示したジョイントレバーの上面図、図8は図7の側面図、図9〜図14はコンクリート構造物の構築方法の説明図である。
[First Embodiment]
1 to 14 show a first embodiment of the present invention. 1 is a partial view of a concrete structure, FIG. 2 is a sectional view taken along line aa in FIG. 1, FIG. 3 is a top view of the first coupler shown in FIG. 1, and FIG. 4 is a sectional view taken along line bb in FIG. 5 is a top view of the second coupler shown in FIG. 1, FIG. 6 is a sectional view taken along the line cc of FIG. 5, FIG. 7 is a top view of the joint lever shown in FIG. 9 and 14 are explanatory diagrams of a method for constructing a concrete structure.

図中のCB1は第1プレキャストコンクリートブロック(以下、単に第1ブロックと言う)、CB2は第2プレキャストコンクリートブロック(以下、単に第2ブロックと言う)、TRB1は第1鉄筋、TRB2は第2鉄筋、10は第1カプラー、20は第2カプラー、30はジョイントレバー、40はネジである。   In the figure, CB1 is the first precast concrete block (hereinafter simply referred to as the first block), CB2 is the second precast concrete block (hereinafter simply referred to as the second block), TRB1 is the first rebar, and TRB2 is the second rebar. Reference numeral 10 denotes a first coupler, 20 denotes a second coupler, 30 denotes a joint lever, and 40 denotes a screw.

まず、図1〜図8を参照して、図示した構成要素それぞれの形状及び構造等について説明する。   First, with reference to FIGS. 1-8, the shape of each component shown, a structure, etc. are demonstrated.

第1ブロックCB1,第2ブロックCB2は梁,擁壁,暗渠,水路等のコンクリート構造物を構築するためのものであり、両ブロックCB1,CB2は各々の端面CB1a,CB2aを突き合わせた状態で連結され得る。第1ブロックCB1には第1カプラー10の少なくとも係止部11の上面を露出させるための凹部CB1bが設けられ、第2ブロックCB2には第2カプラー20の少なくとも軸支部21の上面を露出させるための凹部CB2bが設けられている。各凹部CB1b,CB2bは各ブロックCB1,CB2の端面側と一表面側で開口している。図面には各凹部CB1b,CB2bとして傾斜壁を有するものを示してあるが、後述するジョイントレバー30の挿入及び押し込み操作と後述するネジ40の挿入及びねじ込み操作を行えるものであれば各凹部CB1b,CB2bの形状には特段の制限はない。   The first block CB1 and the second block CB2 are for constructing concrete structures such as beams, retaining walls, culverts, waterways, etc., and both blocks CB1 and CB2 are connected with their end faces CB1a and CB2a butted together. Can be done. The first block CB1 is provided with a recess CB1b for exposing at least the upper surface of the engaging portion 11 of the first coupler 10, and the second block CB2 is provided for exposing at least the upper surface of the shaft support portion 21 of the second coupler 20. The concave portion CB2b is provided. Each recessed part CB1b, CB2b is opened on the end face side and one surface side of each block CB1, CB2. In the drawings, the concave portions CB1b and CB2b are shown having inclined walls. However, the concave portions CB1b, CB1b, and the like can be used as long as the joint lever 30 can be inserted and pushed in and the screws 40 can be inserted and screwed in. There is no particular limitation on the shape of CB2b.

第1鉄筋TRB1は第1ブロックCB1に埋設され、第2鉄筋TRB2は第2ブロックCB2に埋設されている。各鉄筋TRB1,TRB2は少なくとも端部に雄ネジ部を有する所謂「ネジ鉄筋」であり、該ネジ鉄筋には、通常の鉄筋の端部に雄ネジ部を設けたものや、表面凹凸を有する異形鉄筋の端部に雄ネジ部を設けたものや、雄ネジに相当する螺旋状凸条を表面に有する異形鉄筋等が適宜使用できる。   The first reinforcing bar TRB1 is embedded in the first block CB1, and the second reinforcing bar TRB2 is embedded in the second block CB2. Each of the reinforcing bars TRB1 and TRB2 is a so-called “screw reinforcing bar” having a male threaded portion at least at an end, and the threaded reinforcing bar has a male threaded portion at the end of a normal reinforcing bar, or a deformed shape having surface irregularities. A reinforcing bar having a male threaded portion at the end of the reinforcing bar, a deformed reinforcing bar having a spiral ridge corresponding to the male thread on the surface, or the like can be used as appropriate.

第1カプラー10は、外形が直方体状の係止部11と、外形が円錐台状の鉄筋取付部12とを一体に有している。係止部11には上面を開口した凹部11aが設けられ、該係止部11の端面側(図3及び図4の右端面側)の中央にはその深さが凹部11aの深さと一致した所定幅の切欠き11bが設けられている。また、係止部11の切欠き11bの両側それぞれには、凹部11a内に張り出すようにして曲面から成る案内面11cと傾斜面から成る係止面11dが上下に連続して設けられている。案内面11cの高さ寸法と係止面11dの高さ寸法の比率は約1:1である。図3及び図4に示した第1カプラー10では案内面11c及び係止面11dから成る面2つが凹部11aの切欠き側の壁を構成している。さらに、係止部11の底面には円錐台状の張出部11eが設けられ、凹部11aの底面には張出部11eに及ぶネジ穴11fが設けられている。一方、鉄筋取付部12には第1鉄筋TRB1の雄ネジ部が螺合可能な雌ネジ穴12aが設けられている。   The first coupler 10 integrally includes a locking part 11 having a rectangular parallelepiped shape and a reinforcing bar attaching part 12 having a truncated cone shape. The locking part 11 is provided with a recess 11a having an open upper surface, and the depth of the locking part 11 is equal to the depth of the recess 11a at the center of the end surface side (the right end surface side in FIGS. 3 and 4). A notch 11b having a predetermined width is provided. Further, on both sides of the notch 11b of the locking portion 11, a curved guide surface 11c and an inclined locking surface 11d are provided continuously up and down so as to project into the recess 11a. . The ratio of the height dimension of the guide surface 11c and the height dimension of the locking surface 11d is about 1: 1. In the first coupler 10 shown in FIGS. 3 and 4, the two surfaces including the guide surface 11c and the locking surface 11d constitute the notch-side wall of the recess 11a. Further, a frustoconical protruding portion 11e is provided on the bottom surface of the locking portion 11, and a screw hole 11f extending to the protruding portion 11e is provided on the bottom surface of the recess 11a. On the other hand, the reinforcing bar mounting portion 12 is provided with a female screw hole 12a into which the male screw portion of the first reinforcing bar TRB1 can be screwed.

この第1カプラー10は、鉄筋取付部12の雌ネジ穴12aを第1鉄筋TRB1の雄ネジ部に螺合して該第1鉄筋TRB1に取り付けた状態で第1ブロックCB1に埋設されており、係止部11の上面を凹部CB1bを通じて露出している。また、第1ブロックCB1に埋設された第1カプラー10は、係止部11の端面を第1ブロックCB1の端面CB1aと一致している。勿論、係止部11の端面は第1ブロックCB1の端面CB1aよりも僅かに内側に引っ込んでいてもよい。   The first coupler 10 is embedded in the first block CB1 in a state where the female screw hole 12a of the reinforcing bar attaching portion 12 is screwed into the male screw portion of the first reinforcing bar TRB1 and attached to the first reinforcing bar TRB1. The upper surface of the locking part 11 is exposed through the recess CB1b. Further, the first coupler 10 embedded in the first block CB1 has the end surface of the locking portion 11 coincident with the end surface CB1a of the first block CB1. Needless to say, the end surface of the locking portion 11 may be slightly recessed inward from the end surface CB1a of the first block CB1.

第2カプラー20は、幅寸法が第1カプラー10の係止部11と一致し外形が直方体状の軸支部21と、外形が円錐台状の鉄筋取付部22とを一体に有している。軸支部21には上面を開口した凹部21aが設けられ、該軸支部21の端面側(図5及び図6の左端面側)の中央にはその深さが凹部21aの深さと一致した第1カプラー10の切欠き11bと同一幅の切欠き21bが設けられている。また、軸支部21の切欠き21bの両側それぞれには、曲面から成る軸支面21cと傾斜面から成る抜止面21dが上下に連続して設けられている。軸支面21cの高さ寸法と抜止面21dの高さ寸法の比率は約2:1である。図5及び図6に示した第2カプラー20では軸支面21c及び抜止面21dから成る面2つが凹部21aの切欠き側の壁を構成している。さらに、凹部21aの鉄筋取付部側の壁(符号無し)も抜止面21dと同じ傾きで傾斜しており、図6に示す縦断面において凹部21aは全体として左下がりに傾いている。さらに、凹部21aの幅方向の2つの壁それぞれには横断面が台形を成す軸支溝21eが抜止面21dと同じ傾きをもって設けられている。各軸支溝21eはジョイントレバー30の軸部31の突起31bを受容するためのもので、その幅は上端から下方に向かって徐々に狭くなっている。各軸支溝21eはその下端が閉じていて、該下端部21e1は軸支面21cの曲率中心に位置している。一方、鉄筋取付部22には第2鉄筋TRB2の雄ネジ部が螺合可能な雌ネジ穴22aが設けられている。   The second coupler 20 is integrally provided with a shaft support portion 21 having a rectangular parallelepiped shape and a rebar mounting portion 22 having a truncated cone shape, the width dimension of which coincides with the locking portion 11 of the first coupler 10. The shaft support portion 21 is provided with a recess 21a having an open top surface, and a first portion whose depth matches the depth of the recess 21a at the center of the end surface side (the left end surface side in FIGS. 5 and 6) of the shaft support portion 21. A notch 21b having the same width as the notch 11b of the coupler 10 is provided. Further, on both sides of the notch 21b of the shaft support portion 21, a curved shaft support surface 21c and a retaining surface 21d formed of an inclined surface are provided continuously in the vertical direction. The ratio of the height dimension of the shaft support surface 21c and the height dimension of the retaining surface 21d is about 2: 1. In the second coupler 20 shown in FIGS. 5 and 6, two surfaces including the shaft support surface 21c and the retaining surface 21d constitute a notch-side wall of the recess 21a. Furthermore, the wall (no reference numeral) of the concave portion 21a on the reinforcing bar mounting portion side is also inclined at the same inclination as the retaining surface 21d, and the concave portion 21a is inclined downwardly as a whole in the longitudinal section shown in FIG. Further, a shaft support groove 21e having a trapezoidal cross section is provided on each of the two walls in the width direction of the recess 21a with the same inclination as the retaining surface 21d. Each shaft support groove 21e is for receiving the projection 31b of the shaft portion 31 of the joint lever 30, and its width gradually decreases from the upper end to the lower side. Each shaft support groove 21e is closed at the lower end, and the lower end portion 21e1 is located at the center of curvature of the shaft support surface 21c. On the other hand, the reinforcing bar attaching portion 22 is provided with a female screw hole 22a into which the male screw portion of the second reinforcing bar TRB2 can be screwed.

この第2カプラー20は、鉄筋取付部22の雌ネジ穴22aを第2鉄筋TRB2の雄ネジ部に螺合して該第2鉄筋TRB2に取り付けた状態で第2ブロックCB2に埋設されており、軸支部21の上面と鉄筋取付部22の一部を凹部CB2bを通じて露出している。また、第2ブロックCB2に埋設された第2カプラー20は、軸支部21の端面を第2ブロックCB2の端面CB2aと一致している。勿論、軸支部21の端面は第2ブロックCB2の端面CB2aよりも僅かに内側に引っ込んでいてもよい。   The second coupler 20 is embedded in the second block CB2 in a state in which the female screw hole 22a of the reinforcing bar attaching portion 22 is screwed into the male screw portion of the second reinforcing bar TRB2 and attached to the second reinforcing bar TRB2. The upper surface of the shaft support portion 21 and a part of the reinforcing bar attachment portion 22 are exposed through the recess CB2b. Further, in the second coupler 20 embedded in the second block CB2, the end surface of the shaft support portion 21 coincides with the end surface CB2a of the second block CB2. Of course, the end surface of the shaft support portion 21 may be slightly recessed inward from the end surface CB2a of the second block CB2.

ジョイントレバー30は、外形が略円柱状の軸部31と、外形が略直方体状の腕部32と、外形が略直方体状の係合部33とを一体に有している。軸部31の幅寸法及びこれと直交する方向の寸法は第2カプラー20の軸支部21aの上面開口の幅寸法及びこれと直交する方向の寸法よりも僅かに小さい。また、軸部31の図8中の左側には曲面から成る軸面31aが設けられ、幅方向の両面それぞれには円錐台状の突起31bが設けられている。軸面31aの曲率は第2カプラー20の軸支面21cと一致しており、各突起31bは軸面31aの曲率中心に位置している。各突起31bは第2カプラー20の各軸支溝21eに各々の一部が同時に挿入可能な突出寸法を有している。一方、腕部32の幅寸法は第1カプラー10の切欠き11b及び第2カプラー20の切欠き21bの幅寸法よりも僅かに小さい。他方、係合部33の図8中の右壁は傾斜面から成る係合面33aとなっていて、該係合面33aの傾斜角度は第1カプラー10の係止面11dと一致している。また、係合部33にはネジ挿入孔33bが上面から底面にかけて設けられている。   The joint lever 30 integrally includes a shaft portion 31 having a substantially cylindrical shape, an arm portion 32 having a substantially rectangular parallelepiped shape, and an engaging portion 33 having a substantially rectangular parallelepiped shape. The width dimension of the shaft portion 31 and the dimension in the direction orthogonal thereto are slightly smaller than the width dimension of the upper surface opening of the shaft support portion 21a of the second coupler 20 and the dimension orthogonal thereto. Further, a shaft surface 31a formed of a curved surface is provided on the left side of the shaft portion 31 in FIG. 8, and a truncated cone-shaped protrusion 31b is provided on each of both surfaces in the width direction. The curvature of the shaft surface 31a coincides with the shaft support surface 21c of the second coupler 20, and each protrusion 31b is located at the center of curvature of the shaft surface 31a. Each protrusion 31b has a protrusion dimension in which a part of each protrusion 31b can be simultaneously inserted into each shaft support groove 21e of the second coupler 20. On the other hand, the width dimension of the arm portion 32 is slightly smaller than the width dimension of the notch 11b of the first coupler 10 and the notch 21b of the second coupler 20. On the other hand, the right wall in FIG. 8 of the engaging portion 33 is an engaging surface 33a made of an inclined surface, and the inclination angle of the engaging surface 33a coincides with the locking surface 11d of the first coupler 10. . The engaging portion 33 is provided with a screw insertion hole 33b from the top surface to the bottom surface.

次に、図1,図2,図9〜図14を参照して、コンクリート構造物の構築方法について説明する。   Next, a method for constructing a concrete structure will be described with reference to FIGS. 1, 2, and 9 to 14.

まず、図9に示すように、第1ブロックCB1の端面CB1aと第2ブロックCB2の端面CB2aとを向かい合わせ、そして、図10に示すように、第1カプラー10の係止部11の端面と第2カプラー20の軸支部21の端面とが整合するように両ブロックCB1,CB2を突き合わせる。   First, as shown in FIG. 9, the end face CB1a of the first block CB1 and the end face CB2a of the second block CB2 face each other, and as shown in FIG. 10, the end face of the locking portion 11 of the first coupler 10 Both blocks CB1 and CB2 are abutted so that the end face of the shaft support portion 21 of the second coupler 20 is aligned.

そして、図11に示すように、ジョイントレバー30を傾けた状態でその軸部31を第2カプラー20の凹部21aに挿入し、且つ、両突起31bそれぞれを第2カプラー20の各軸支溝21eに挿入する。各突起31bが各軸支溝21eの下端部21e1に達したところでジョイントレバー30の挿入は制限される。   Then, as shown in FIG. 11, the shaft portion 31 is inserted into the recess 21a of the second coupler 20 in a state where the joint lever 30 is tilted, and both the protrusions 31b are inserted into the shaft support grooves 21e of the second coupler 20, respectively. Insert into. The insertion of the joint lever 30 is restricted when each projection 31b reaches the lower end 21e1 of each shaft support groove 21e.

そして、図12に示すように、挿入後のジョイントレバー30を軸部31を中心として図中反時計回り方向に回転させる。この回転初期段階では回転操作の支障となる抵抗は生じないため、手指によってジョイントレバー30を回転させることができ、ジョイントレバー30は各軸支溝21eの下端部21e1に位置する各突起31bを支点として回転することになる。   Then, as shown in FIG. 12, the joint lever 30 after insertion is rotated in the counterclockwise direction in the drawing around the shaft portion 31. In this initial stage of rotation, since resistance that hinders the rotation operation does not occur, the joint lever 30 can be rotated by fingers, and the joint lever 30 supports each protrusion 31b positioned at the lower end portion 21e1 of each shaft support groove 21e. Will rotate as.

この回転によってジョイントレバー30の腕部32が両カプラー10,20の切欠き11b,21bに挿入されると共にジョイントレバー30の係合部33が第1カプラー10の凹部11aに挿入される。このとき、第1カプラー10の各案内面11cはその曲率によってジョイントレバー30の係合部33を凹部11a内に案内する役目を果たす。また、第2カプラー20の各抜止面21dはその傾きによってジョイントレバー30の軸部31の抜け出しを防止する役目を果たす。   By this rotation, the arm portion 32 of the joint lever 30 is inserted into the notches 11b and 21b of the couplers 10 and 20, and the engaging portion 33 of the joint lever 30 is inserted into the recess 11a of the first coupler 10. At this time, each guide surface 11c of the first coupler 10 serves to guide the engaging portion 33 of the joint lever 30 into the recess 11a by its curvature. Further, each retaining surface 21d of the second coupler 20 serves to prevent the shaft portion 31 of the joint lever 30 from coming off due to its inclination.

係合部33の係合面33aが第1カプラー10の各係止面11dに接触するあたりから回転抵抗が増して手指によるジョイントレバー30の回転が困難となるため、図13及び図14に示すように、これ以降はハンマー等の工具を利用して係合部33の上面に圧力を加えてジョイントレバー30をさらに回転させる。   Since the rotation resistance increases and the rotation of the joint lever 30 with fingers is difficult when the engagement surface 33a of the engagement portion 33 comes into contact with each locking surface 11d of the first coupler 10, it is shown in FIGS. As described above, the joint lever 30 is further rotated by applying pressure to the upper surface of the engaging portion 33 using a tool such as a hammer.

このさらなる回転によってジョイントレバー30の係合部33が第1カプラー10の凹部11aに押し込まれ、係合部33の係合面33aが第1カプラー10の各係止面11dに強く食い込んで係合部33が第1カプラー10に係止される。また、押し込みにより生じるくさび作用によって第1ブロックCB1と第2ブロックCB2とが引き寄せられて互いの端面CB1a,CB2aが圧接し、両ブロックCB1,CB2が連結される。この回転後期段階ではジョイントレバー30は、各突起31bではなく、各軸支面21cに軸面31aを圧接した状態で両者の曲率中心を支点として回転することになる。   By this further rotation, the engaging portion 33 of the joint lever 30 is pushed into the recess 11a of the first coupler 10, and the engaging surface 33a of the engaging portion 33 strongly bites into each locking surface 11d of the first coupler 10 and engages. The portion 33 is locked to the first coupler 10. Also, the first block CB1 and the second block CB2 are attracted by the wedge action caused by the pushing, the end faces CB1a, CB2a are pressed against each other, and both the blocks CB1, CB2 are connected. In this later stage of rotation, the joint lever 30 rotates with the center of curvature of both of them as a fulcrum in a state where the shaft surface 31a is pressed against each shaft support surface 21c, not each projection 31b.

この後は、ジョイントレバー30のネジ挿入孔33bにネジ40を挿入し、図1及び図2に示すように、該ネジ40を第1カプラー10のネジ穴11fにねじ込んで係合部33を固定する。そして、両ブロックCB1,CB2の凹部CB1b,CB1bにモルタル等の補強材(図示省略)を充填して硬化させる。   Thereafter, the screw 40 is inserted into the screw insertion hole 33b of the joint lever 30, and the engagement portion 33 is fixed by screwing the screw 40 into the screw hole 11f of the first coupler 10, as shown in FIGS. To do. Then, the recesses CB1b and CB1b of both blocks CB1 and CB2 are filled with a reinforcing material (not shown) such as mortar and cured.

このように、前述の第1実施形態によれば、ジョイントレバー30の軸部31を第2カプラー20の軸支部21内に挿入した後に該軸部31を中心としてジョイントレバー30を所定方向に回転させて係合部33を第1カプラー10の係止部11内に押し込んで係止させることにより、該押し込みにより生じるくさび作用によって第1ブロックCB1と第2ブロックCB2とを互いの端面CB1a,CB2aが圧接した状態で連結することができる。   As described above, according to the above-described first embodiment, after the shaft portion 31 of the joint lever 30 is inserted into the shaft support portion 21 of the second coupler 20, the joint lever 30 is rotated in a predetermined direction around the shaft portion 31. Then, the engaging portion 33 is pushed into the locking portion 11 of the first coupler 10 to be locked, whereby the first block CB1 and the second block CB2 are brought into mutual end faces CB1a and CB2a by the wedge action generated by the pressing. Can be connected in a state where they are in pressure contact.

つまり、ジョイントレバー30を所定方向に回転させるだけの操作で所期のブロック連結を行うことができるので、ブロック連結に伴う作業を簡単に行うことができ、作業コストの低減を図ることができる。   That is, since the desired block connection can be performed by simply rotating the joint lever 30 in a predetermined direction, the work associated with the block connection can be easily performed, and the work cost can be reduced.

また、軸部31を中心としたジョイントレバー30の所定方向回転によってくさび作用を発揮させているので、ほぞ穴にくさび部材を差し込む場合に比べて、くさび作用を効果的に発揮させてブロック連結力を十分に確保することができ、堅牢なコンクリート構造物を構築することができる。   Further, since the wedge action is exerted by the rotation of the joint lever 30 around the shaft portion 31 in the predetermined direction, the wedge action is effectively exhibited compared with the case where the wedge member is inserted into the mortise, and the block coupling force. Can be secured sufficiently, and a robust concrete structure can be constructed.

さらに、ジョイントレバー30のネジ挿入孔33bに挿入されたネジ40を第1カプラー10のネジ穴11fにねじ込んで係合部33を固定しているので、第1カプラー10の各係止面11dに係止された係合部33に万が一緩みが生じるような場合でもこれを未然に防止することができる。   Furthermore, since the screw 40 inserted into the screw insertion hole 33b of the joint lever 30 is screwed into the screw hole 11f of the first coupler 10 and the engaging portion 33 is fixed, each engaging surface 11d of the first coupler 10 is fixed to each locking surface 11d. Even in the case where the engaged portion 33 that is locked is loosened, this can be prevented in advance.

[第2実施形態]
図15〜図22は本発明の第2実施形態を示す。図15はコンクリート構造物の部分図、図16は図15のd−d線断面図、図17は図15に示した第2カプラーの上面図、図18は図17のe−e線断面図、図19は図15に示したジョイントレバーの上面図、図20は図19の側面図、図21及び図22はコンクリート構造物の構築方法の説明図である。
[Second Embodiment]
15 to 22 show a second embodiment of the present invention. 15 is a partial view of a concrete structure, FIG. 16 is a sectional view taken along the line dd in FIG. 15, FIG. 17 is a top view of the second coupler shown in FIG. 15, and FIG. 18 is a sectional view taken along the line ee in FIG. 19 is a top view of the joint lever shown in FIG. 15, FIG. 20 is a side view of FIG. 19, and FIGS. 21 and 22 are explanatory views of a method for constructing a concrete structure.

図中のCB1は第1プレキャストコンクリートブロック(以下、単に第1ブロックと言う)、CB2は第2プレキャストコンクリートブロック(以下、単に第2ブロックと言う)、TRB1は第1鉄筋、TRB2は第2鉄筋、10は第1カプラー、50は第2カプラー、60はジョイントレバー、40はネジである。   In the figure, CB1 is the first precast concrete block (hereinafter simply referred to as the first block), CB2 is the second precast concrete block (hereinafter simply referred to as the second block), TRB1 is the first rebar, and TRB2 is the second rebar. Reference numeral 10 denotes a first coupler, 50 denotes a second coupler, 60 denotes a joint lever, and 40 denotes a screw.

本第2実施形態が第1実施形態と異なるところは、第2カプラー20の代わりにこれと形状が異なる第2カプラー50を用いた点と、ジョイントレバー30の代わりにこれと形状が異なるジョイントレバー60を用いた点にある。   The second embodiment is different from the first embodiment in that a second coupler 50 having a different shape from that of the second coupler 20 is used and a joint lever having a different shape from that of the joint lever 30. 60 is used.

まず、図15〜図20を参照して、図示した構成要素それぞれの形状及び構造等について説明する。   First, with reference to FIGS. 15-20, the shape, structure, etc. of each illustrated component will be described.

第1ブロックCB1,第2ブロックCB2は梁,擁壁,暗渠,水路等のコンクリート構造物を構築するためのものであり、両ブロックCB1,CB2は各々の端面CB1a,CB2aを突き合わせた状態で連結され得る。第1ブロックCB1には第1カプラー10の少なくとも係止部11の上面を露出させるための凹部CB1bが設けられ、第2ブロックCB2には第2カプラー50の少なくとも軸支部51の上面を露出させるための凹部CB2bが設けられている。各凹部CB1b,CB2bは各ブロックCB1,CB2の端面側と一表面側で開口している。図面には各凹部CB1b,CB2bとして傾斜壁を有するものを示してあるが、後述するジョイントレバー60の挿入及び押し込み操作と後述するネジ40の挿入及びねじ込み操作を行えるものであれば各凹部CB1b,CB2bの形状には特段の制限はない。   The first block CB1 and the second block CB2 are for constructing concrete structures such as beams, retaining walls, culverts, waterways, etc., and both blocks CB1 and CB2 are connected with their end faces CB1a and CB2a butted together. Can be done. The first block CB1 is provided with a recess CB1b for exposing at least the upper surface of the engaging portion 11 of the first coupler 10, and the second block CB2 is provided for exposing at least the upper surface of the shaft support portion 51 of the second coupler 50. The concave portion CB2b is provided. Each recessed part CB1b, CB2b is opened on the end face side and one surface side of each block CB1, CB2. In the drawings, the concave portions CB1b and CB2b are shown having inclined walls. However, the concave portions CB1b, CB1b, and the like can be used as long as the joint lever 60 can be inserted and pushed in and the screw 40 can be inserted and screwed in. There is no particular limitation on the shape of CB2b.

第1鉄筋TRB1は第1ブロックCB1に埋設され、第2鉄筋TRB2は第2ブロックCB2に埋設されている。各鉄筋TRB1,TRB2は少なくとも端部に雄ネジ部を有する所謂「ネジ鉄筋」であり、該ネジ鉄筋には、通常の鉄筋の端部に雄ネジ部を設けたものや、表面凹凸を有する異形鉄筋の端部に雄ネジ部を設けたものや、雄ネジに相当する螺旋状凸条を表面に有する異形鉄筋等が適宜使用できる。   The first reinforcing bar TRB1 is embedded in the first block CB1, and the second reinforcing bar TRB2 is embedded in the second block CB2. Each of the reinforcing bars TRB1 and TRB2 is a so-called “screw reinforcing bar” having a male threaded portion at least at an end, and the threaded reinforcing bar has a male threaded portion at the end of a normal reinforcing bar, or a deformed shape having surface irregularities. A reinforcing bar having a male threaded portion at the end of the reinforcing bar, a deformed reinforcing bar having a spiral ridge corresponding to the male thread on the surface, or the like can be used as appropriate.

第1カプラー10は、第1実施形態の第1カプラー10と同じであるためここでの説明を省略する。   Since the 1st coupler 10 is the same as the 1st coupler 10 of 1st Embodiment, description here is abbreviate | omitted.

第2カプラー50は、幅寸法が第1カプラー10の係止部11と一致し外形が直方体状の軸支部51と、外形が円錐台状の鉄筋取付部52とを一体に有している。軸支部51には上面を開口した凹部51aが設けられ、該軸支部51の端面側(図17及び図18の左端面側)の中央にはその深さが凹部51aの深さと一致した第1カプラー10の切欠き11bと同一幅の切欠き51bが設けられている。また、軸支部51の切欠き51bの両側それぞれには、曲面から成る軸支面51cと傾斜面から成る抜止面51dが上下に連続して設けられている。軸支面51cの高さ寸法と抜止面51dの高さ寸法の比率は約3:2である。図17及び図18に示した第2カプラー50では軸支面51c及び抜止面51dから成る面2つが凹部51aの切欠き側の壁を構成している。さらに、凹部51aの鉄筋取付部側の壁(符号無し)も抜止面51dと同じ傾きで傾斜しており、図18に示す縦断面において凹部51aは全体として左下がりに傾いている。一方、鉄筋取付部52には第2鉄筋TRB2の雄ネジ部が螺合可能な雌ネジ穴52aが設けられている。   The second coupler 50 integrally includes a shaft support 51 having a rectangular parallelepiped shape and a rebar mounting portion 52 having a truncated cone shape and a width dimension that is the same as that of the locking portion 11 of the first coupler 10. The shaft support 51 is provided with a recess 51a having an open upper surface, and a first portion whose depth coincides with the depth of the recess 51a at the center of the end surface side (left end surface side in FIGS. 17 and 18) of the shaft support 51. A notch 51b having the same width as the notch 11b of the coupler 10 is provided. Further, on both sides of the notch 51b of the shaft support portion 51, a shaft support surface 51c made of a curved surface and a retaining surface 51d made of an inclined surface are provided continuously in the vertical direction. The ratio of the height dimension of the shaft support surface 51c and the height dimension of the retaining surface 51d is about 3: 2. In the second coupler 50 shown in FIGS. 17 and 18, two surfaces including the shaft support surface 51c and the retaining surface 51d constitute a notch-side wall of the recess 51a. Furthermore, the wall (no reference numeral) of the concave portion 51a on the reinforcing bar mounting portion side is also inclined with the same inclination as the retaining surface 51d, and the concave portion 51a is inclined downward to the left as a whole in the longitudinal section shown in FIG. On the other hand, the reinforcing bar attaching portion 52 is provided with a female screw hole 52a into which the male screw portion of the second reinforcing bar TRB2 can be screwed.

この第2カプラー50は、鉄筋取付部52の雌ネジ穴52aを第2鉄筋TRB2の雄ネジ部に螺合して該第2鉄筋TRB2に取り付けた状態で第2ブロックCB2に埋設されており、軸支部51の上面と鉄筋取付部52の一部を凹部CB2bを通じて露出している。また、第2ブロックCB2に埋設された第2カプラー50は、軸支部51の端面を第2ブロックCB2の端面CB2aと一致している。勿論、軸支部51の端面は第2ブロックCB2の端面CB2aよりも僅かに内側に引っ込んでいてもよい。   The second coupler 50 is embedded in the second block CB2 in a state in which the female screw hole 52a of the reinforcing bar attaching portion 52 is screwed into the male screw portion of the second reinforcing bar TRB2 and attached to the second reinforcing bar TRB2. The upper surface of the shaft support portion 51 and a part of the reinforcing bar attachment portion 52 are exposed through the recess CB2b. Further, in the second coupler 50 embedded in the second block CB2, the end surface of the shaft support 51 coincides with the end surface CB2a of the second block CB2. Of course, the end surface of the shaft support portion 51 may be slightly recessed inward from the end surface CB2a of the second block CB2.

ジョイントレバー60は、外形が円柱状の軸部61と、外形が略直方体状の腕部62と、外形が略直方体状の係合部63とを一体に有している。軸部61の幅寸法及びこれと直交する方向の寸法は第2カプラー50の軸支部51aの上面開口の幅寸法及びこれと直交する方向の寸法よりも僅かに小さい。また、軸部61の外周面には円形曲面から成る軸面61aが設けられ、該軸面61aの曲率は第2カプラー50の軸支面51cと一致している。一方、腕部62の幅寸法は第1カプラー10の切欠き11b及び第2カプラー50の切欠き51bの幅寸法よりも僅かに小さい。他方、係合部63の図20中の右壁は傾斜面から成る係合面63aとなっていて、該係合面63aの傾斜角度は第1カプラー10の係止面11dと一致している。また、係合部63にはネジ挿入孔63bが上面から底面にかけて設けられている。   The joint lever 60 integrally includes a shaft portion 61 whose outer shape is cylindrical, an arm portion 62 whose outer shape is substantially rectangular parallelepiped, and an engagement portion 63 whose outer shape is substantially rectangular parallelepiped. The width dimension of the shaft portion 61 and the dimension in the direction orthogonal thereto are slightly smaller than the width dimension of the upper surface opening of the shaft support portion 51a of the second coupler 50 and the dimension orthogonal thereto. A shaft surface 61 a made of a circular curved surface is provided on the outer peripheral surface of the shaft portion 61, and the curvature of the shaft surface 61 a coincides with the shaft support surface 51 c of the second coupler 50. On the other hand, the width dimension of the arm part 62 is slightly smaller than the width dimension of the notch 11b of the first coupler 10 and the notch 51b of the second coupler 50. On the other hand, the right wall in FIG. 20 of the engaging portion 63 is an engaging surface 63a made of an inclined surface, and the inclination angle of the engaging surface 63a coincides with the locking surface 11d of the first coupler 10. . The engaging portion 63 is provided with a screw insertion hole 63b from the upper surface to the bottom surface.

次に、図15,図16,図21及び図22を参照して、コンクリート構造物の構築方法について説明する。   Next, a method for constructing a concrete structure will be described with reference to FIGS.

まず、第1実施形態と同様に、第1ブロックCB1の端面CB1aと第2ブロックCB2の端面CB2aとを向かい合わせ、そして、第1カプラー10の係止部11の端面と第2カプラー50の軸支部51の端面とが整合するように両ブロックCB1,CB2を突き合わせる。   First, as in the first embodiment, the end surface CB1a of the first block CB1 and the end surface CB2a of the second block CB2 face each other, and the end surface of the locking portion 11 of the first coupler 10 and the shaft of the second coupler 50 Both blocks CB1 and CB2 are abutted so that the end face of the support 51 is aligned.

そして、図21に示すように、ジョイントレバー60を傾けた状態でその軸部61を第2カプラー50の凹部51aに挿入する。軸部61の下端が凹部51a(軸支面51c)の下端に達したところでジョイントレバー60の挿入は制限される。   Then, as shown in FIG. 21, the shaft portion 61 is inserted into the concave portion 51 a of the second coupler 50 with the joint lever 60 tilted. The insertion of the joint lever 60 is restricted when the lower end of the shaft portion 61 reaches the lower end of the recess 51a (the shaft support surface 51c).

そして、図22に示すように、挿入後のジョイントレバー60を軸部61を中心として図中反時計回り方向に回転させる。この回転初期段階では回転操作の支障となる抵抗は生じないため、手指によってジョイントレバー30を回転させることができ、ジョイントレバー60は各軸支面51cに軸面61aを接した状態で両者の曲率中心を支点として回転することになる。   Then, as shown in FIG. 22, the joint lever 60 after insertion is rotated about the shaft portion 61 in the counterclockwise direction in the figure. In this initial stage of rotation, since resistance that hinders the rotation operation does not occur, the joint lever 30 can be rotated by fingers, and the joint lever 60 has a curvature of both in a state where the shaft surface 61a is in contact with each shaft support surface 51c. It will rotate around the center.

この回転によってジョイントレバー60の腕部62が両カプラー10,50の切欠き11b,51bに挿入されると共にジョイントレバー60の係合部63が第1カプラー10の凹部11aに挿入される。このとき、第1カプラー10の各案内面11cはその曲率によってジョイントレバー60の係合部63を凹部11a内に案内する役目を果たす。また、第2カプラー60の各抜止面51dはその傾きによってジョイントレバー60の軸部61の抜け出しを防止する役目を果たす。   By this rotation, the arm portion 62 of the joint lever 60 is inserted into the notches 11b and 51b of the couplers 10 and 50, and the engaging portion 63 of the joint lever 60 is inserted into the recess 11a of the first coupler 10. At this time, each guide surface 11c of the first coupler 10 serves to guide the engaging portion 63 of the joint lever 60 into the recess 11a by its curvature. Further, each retaining surface 51d of the second coupler 60 serves to prevent the shaft portion 61 of the joint lever 60 from coming off due to its inclination.

係合部63の係合面63aが第1カプラー10の各係止面11dに接触するあたりから回転抵抗が増して手指によるジョイントレバー60の回転が困難となるため、図13及び図14と同様に、これ以降はハンマー等の工具を利用して係合部63の上面に圧力を加えてジョイントレバー60をさらに回転させる。   Since the rotation resistance increases and the rotation of the joint lever 60 by the fingers becomes difficult when the engaging surface 63a of the engaging portion 63 contacts each locking surface 11d of the first coupler 10, the same as in FIGS. 13 and 14 Thereafter, the joint lever 60 is further rotated by applying pressure to the upper surface of the engaging portion 63 using a tool such as a hammer.

このさらなる回転によってジョイントレバー60の係合部63が第1カプラー10の凹部11aに押し込まれ、係合部63の係合面63aが第1カプラー10の各係止面11dに強く食い込んで係合部63が第1カプラー10に係止される。また、押し込みにより生じるくさび作用によって第1ブロックCB1と第2ブロックCB2とが引き寄せられて互いの端面CB1a,CB2aが圧接し、両ブロックCB1,CB2が連結される。この回転後期段階ではジョイントレバー60は各軸支面51cに軸面61aを圧接した状態で両者の曲率中心を支点として回転することになる。   By this further rotation, the engaging portion 63 of the joint lever 60 is pushed into the concave portion 11a of the first coupler 10, and the engaging surface 63a of the engaging portion 63 bites into each locking surface 11d of the first coupler 10 and engages. The part 63 is locked to the first coupler 10. Also, the first block CB1 and the second block CB2 are attracted by the wedge action caused by the pushing, the end faces CB1a, CB2a are pressed against each other, and both the blocks CB1, CB2 are connected. In this later stage of rotation, the joint lever 60 rotates with the center of curvature of both of them as a fulcrum while the shaft surface 61a is pressed against each shaft support surface 51c.

この後は、ジョイントレバー60のネジ挿入孔63bにネジ40を挿入し、図15及び図16に示すように、該ネジ40を第1カプラー10のネジ穴11fにねじ込んで係合部63を固定する。そして、両ブロックCB1,CB2の凹部CB1b,CB1bにモルタル等の補強材(図示省略)を充填して硬化させる。   Thereafter, the screw 40 is inserted into the screw insertion hole 63b of the joint lever 60, and the engagement portion 63 is fixed by screwing the screw 40 into the screw hole 11f of the first coupler 10, as shown in FIGS. To do. Then, the recesses CB1b and CB1b of both blocks CB1 and CB2 are filled with a reinforcing material (not shown) such as mortar and cured.

このように、前述の第2実施形態によれば、ジョイントレバー60の軸部61を第2カプラー50の軸支部51内に挿入した後に該軸部61を中心としてジョイントレバー60を所定方向に回転させて係合部63を第1カプラー10の係止部11内に押し込んで係止させることにより、該押し込みにより生じるくさび作用によって第1ブロックCB1と第2ブロックCB2とを互いの端面CB1a,CB2aが圧接した状態で連結することができる。   As described above, according to the second embodiment described above, after the shaft portion 61 of the joint lever 60 is inserted into the shaft support portion 51 of the second coupler 50, the joint lever 60 is rotated in a predetermined direction around the shaft portion 61. Then, the engaging portion 63 is pushed into the locking portion 11 of the first coupler 10 and locked, whereby the first block CB1 and the second block CB2 are brought into mutual end faces CB1a and CB2a by the wedge action generated by the pressing. Can be connected in a state where they are in pressure contact.

つまり、ジョイントレバー60を所定方向に回転させるだけの操作で所期のブロック連結を行うことができるので、ブロック連結に伴う作業を簡単に行うことができ、作業コストの低減を図ることができる。   That is, since the desired block connection can be performed by simply rotating the joint lever 60 in a predetermined direction, the work associated with the block connection can be easily performed, and the work cost can be reduced.

また、軸部61を中心としたジョイントレバー60の所定方向回転によってくさび作用を発揮させているので、ほぞ穴にくさび部材を差し込む場合に比べて、くさび作用を効果的に発揮させてブロック連結力を十分に確保することができ、堅牢なコンクリート構造物を構築することができる。   Further, since the wedge action is exerted by the rotation of the joint lever 60 around the shaft portion 61 in a predetermined direction, the wedge coupling action is effectively exhibited compared with the case where the wedge member is inserted into the mortise, and the block coupling force. Can be secured sufficiently, and a robust concrete structure can be constructed.

さらに、ジョイントレバー60のネジ挿入孔63bに挿入されたネジ40を第1カプラー10のネジ穴11fにねじ込んで係合部63を固定しているので、第1カプラー10の各係止面11dに係止された係合部63に万が一緩みが生じるような場合でもこれを未然に防止することができる。   Further, since the screw 40 inserted into the screw insertion hole 63b of the joint lever 60 is screwed into the screw hole 11f of the first coupler 10 and the engaging portion 63 is fixed, the engaging portion 63 is fixed to each locking surface 11d of the first coupler 10. Even in the case where the engaged portion 63 that is locked is loosened, this can be prevented in advance.

さらに、第1実施形態のような軸支溝21e及び突起31bが不要であるので、第2カプラー50及びジョイントレバー60の形状を簡素化して各々の製造コストを低減することができる。   Furthermore, since the shaft support groove 21e and the protrusion 31b as in the first embodiment are unnecessary, the shapes of the second coupler 50 and the joint lever 60 can be simplified and the manufacturing costs can be reduced.

本発明の第1実施形態を示すコンクリート構造物の部分図である。It is a fragmentary view of the concrete structure which shows 1st Embodiment of this invention. 図1のa−a線断面図である。It is the sectional view on the aa line of FIG. 図1に示した第1カプラーの上面図である。It is a top view of the 1st coupler shown in FIG. 図3のb−b線断面図である。It is the bb sectional view taken on the line of FIG. 図1に示した第2カプラーの上面図である。It is a top view of the 2nd coupler shown in FIG. 図5のc−c線断面図である。FIG. 6 is a sectional view taken along the line cc of FIG. 5. 図1に示したジョイントレバーの上面図である。It is a top view of the joint lever shown in FIG. 図7の側面図である。FIG. 8 is a side view of FIG. 7. コンクリート構造物の構築方法の説明図である。It is explanatory drawing of the construction method of a concrete structure. コンクリート構造物の構築方法の説明図である。It is explanatory drawing of the construction method of a concrete structure. コンクリート構造物の構築方法の説明図である。It is explanatory drawing of the construction method of a concrete structure. コンクリート構造物の構築方法の説明図である。It is explanatory drawing of the construction method of a concrete structure. コンクリート構造物の構築方法の説明図である。It is explanatory drawing of the construction method of a concrete structure. コンクリート構造物の構築方法の説明図である。It is explanatory drawing of the construction method of a concrete structure. 本発明の第1実施形態を示すコンクリート構造物の部分図である。It is a fragmentary view of the concrete structure which shows 1st Embodiment of this invention. 図15のd−d線断面図である。It is the dd sectional view taken on the line of FIG. 図15に示した第2カプラーの上面図である。FIG. 16 is a top view of the second coupler illustrated in FIG. 15. 図17のe−e線断面図である。It is the ee sectional view taken on the line of FIG. 図15に示したジョイントレバーの上面図である。FIG. 16 is a top view of the joint lever shown in FIG. 15. 図19の側面図である。FIG. 20 is a side view of FIG. 19. コンクリート構造物の構築方法の説明図である。It is explanatory drawing of the construction method of a concrete structure. コンクリート構造物の構築方法の説明図である。It is explanatory drawing of the construction method of a concrete structure.

符号の説明Explanation of symbols

CB1…第1ブロック、CB2…第2ブロック、TRB1…第1鉄筋、TRB2…第2鉄筋、10…第1カプラー、11…係止部、11a…凹部、11b…切欠き、11c…案内面、11d…係止面、11e…張出部、11f…ネジ穴、12…鉄筋取付部、12a…雌ネジ穴、20…第2カプラー、21…軸支部、21a…凹部、21b…切欠き、21c…軸支面、21d…抜止面、21e…軸支溝、22…鉄筋取付部、22a…雌ネジ穴、30…ジョイントレバー、31…軸部、31a…軸面、32…腕部、33…係合部、33a…係合面、33b…ネジ挿入孔、40…ネジ、50…第2カプラー、51…軸支部、51a…凹部、51b…切欠き、51c…軸支面、51d…抜止面、52…鉄筋取付部、52a…雌ネジ穴、60…ジョイントレバー、61…軸部、61a…軸面、62…腕部、63…係合部、63a…係合面、63b…ネジ挿入孔。   CB1 ... 1st block, CB2 ... 2nd block, TRB1 ... 1st reinforcing bar, TRB2 ... 2nd reinforcing bar, 10 ... 1st coupler, 11 ... Locking part, 11a ... Recessed part, 11b ... Notch, 11c ... Guide surface, 11d ... Locking surface, 11e ... Overhang, 11f ... Screw hole, 12 ... Reinforcing bar mounting portion, 12a ... Female screw hole, 20 ... Second coupler, 21 ... Shaft support, 21a ... Recess, 21b ... Notch, 21c ... shaft support surface, 21d ... retaining surface, 21e ... shaft support groove, 22 ... rebar mounting portion, 22a ... female screw hole, 30 ... joint lever, 31 ... shaft portion, 31a ... shaft surface, 32 ... arm portion, 33 ... Engaging portion, 33a ... engaging surface, 33b ... screw insertion hole, 40 ... screw, 50 ... second coupler, 51 ... shaft support, 51a ... recess, 51b ... notch, 51c ... shaft support surface, 51d ... retaining surface 52 ... Reinforcing bar attachment part, 52a ... Female screw hole, 60 ... Join Lever, 61 ... shank, 61a ... shaft surface, 62 ... arm portion, 63 ... engaging portion, 63a ... engagement surfaces, 63 b ... screw insertion hole.

Claims (2)

第1鉄筋が埋設された第1ブロックと、
第2鉄筋が埋設された第2ブロックと、
係止用凹部が設けられた係止部と鉄筋取付部とを一体に有し鉄筋取付部を第1鉄筋に取り付けられた第1カプラーと、
軸支用凹部が設けられた軸支部と鉄筋取付部とを一体に有し鉄筋取付部を第2鉄筋に取り付けられた第2カプラーと、
第2カプラーの軸支用凹部内に回転自在に支持され得る軸部と第1カプラーの係止用凹部内にくさび作用を伴って係止され得る係合部とを一体に有するジョイントレバーとを備え、
ジョイントレバーの軸部を第2カプラーの軸支用凹部内に挿入した後に該軸部を中心としてジョイントレバーを所定方向に回転させて係合部を第1カプラーの係止用凹部内に押し込んで係止させることにより、該押し込みにより生じるくさび作用によって第1ブロックと第2ブロックとが互いの端面が圧接した状態で連結されている、
ことを特徴とするコンクリート構造物。
A first block in which a first reinforcing bar is embedded;
A second block in which the second rebar is embedded;
A first coupler that integrally has a locking portion provided with a locking recess and a reinforcing bar mounting portion, and that has the reinforcing bar mounting portion attached to the first reinforcing bar;
A second coupler in which a shaft support portion provided with a shaft support recess and a reinforcing bar attachment portion are integrally formed, and the reinforcing bar attachment portion is attached to the second rebar;
A joint lever integrally including a shaft portion that can be rotatably supported in the shaft support recess of the second coupler and an engagement portion that can be locked in the locking recess of the first coupler with a wedge action. Prepared,
After the shaft portion of the joint lever is inserted into the shaft support recess of the second coupler, the joint lever is rotated in a predetermined direction around the shaft portion to push the engagement portion into the lock recess of the first coupler. By locking, the first block and the second block are connected in a state in which their end faces are in pressure contact by the wedge action generated by the pushing,
A concrete structure characterized by that.
第1鉄筋が埋設された第1ブロックと第2鉄筋が埋設された第2ブロックとを互いの端面が圧接した状態で連結するための連結器であって、
該連結器は、
係止用凹部が設けられた係止部と鉄筋取付部とを一体に有し鉄筋取付部を第1鉄筋に取り付けられ得る第1カプラーと、
軸支用凹部が設けられた軸支部と鉄筋取付部とを一体に有し鉄筋取付部を第2鉄筋に取り付けられ得る第2カプラーと、
第2カプラーの軸支用凹部内に回転自在に支持され得る軸部と第1カプラーの係止用凹部内にくさび作用を伴って係止され得る係合部とを一体に有するジョイントレバーとを備え、
ジョイントレバーの軸部を第2カプラーの軸支用凹部内に挿入した後に該軸部を中心としてジョイントレバーを所定方向に回転させて係合部を第1カプラーの係止用凹部内に押し込んで係止させることにより、該押し込みにより生じるくさび作用によって第1ブロックと第2ブロックとを互いの端面が圧接した状態で連結し得る、
ことを特徴とするコンクリート構造物構築用の連結器。
A coupler for connecting the first block in which the first reinforcing bar is embedded and the second block in which the second reinforcing bar is embedded in a state in which the end faces are in pressure contact with each other,
The coupler is
A first coupler that integrally has a locking portion provided with a locking recess and a reinforcing bar mounting portion, and that can be attached to the first reinforcing bar;
A second coupler that integrally has a shaft support portion provided with a shaft support recess and a rebar attachment portion, and that can be attached to the second rebar;
A joint lever integrally including a shaft portion that can be rotatably supported in the shaft support recess of the second coupler and an engagement portion that can be locked in the locking recess of the first coupler with a wedge action. Prepared,
After the shaft portion of the joint lever is inserted into the shaft support recess of the second coupler, the joint lever is rotated in a predetermined direction around the shaft portion to push the engagement portion into the lock recess of the first coupler. By locking, the first block and the second block can be connected in a state in which the end faces thereof are in pressure contact by the wedge action generated by the pushing,
A connector for constructing a concrete structure characterized by the above.
JP2005216910A 2005-07-27 2005-07-27 Concrete structure and coupler for construction of concrete structure Expired - Fee Related JP4666687B2 (en)

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Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008214863A (en) * 2007-02-28 2008-09-18 Kaieitechno Co Ltd Concrete structure and coupler for constructiing concrete structure
CN109594658A (en) * 2018-12-25 2019-04-09 攀枝花学院 Prefabricated components connection structure, Assembled wall panels and its construction method
CN116254756B (en) * 2023-05-16 2023-08-01 山西一建集团有限公司 Assembled steel structure bridge connecting device

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH062372A (en) * 1992-06-19 1994-01-11 Sumitomo Ringyo Kk Connecting gadget

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH062372A (en) * 1992-06-19 1994-01-11 Sumitomo Ringyo Kk Connecting gadget

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