JP4812709B2 - Collet for mortar layer repair work - Google Patents

Collet for mortar layer repair work Download PDF

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JP4812709B2
JP4812709B2 JP2007193039A JP2007193039A JP4812709B2 JP 4812709 B2 JP4812709 B2 JP 4812709B2 JP 2007193039 A JP2007193039 A JP 2007193039A JP 2007193039 A JP2007193039 A JP 2007193039A JP 4812709 B2 JP4812709 B2 JP 4812709B2
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collet
hole
diameter
mortar layer
adhesive
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JP2009030260A (en
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秀雄 松崎
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秀雄 松崎
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本発明は、コンクリート建物のコンクリート躯体の表面に形成されている例えばタイル張り用のモルタル層がコンクリート躯体から剥離して、躯体表面との間に剥離隙間ができている場合、その隙間に接着剤を注入するようなモルタル層補修工事に使用するコレットに関するものである。   In the present invention, when a mortar layer for, for example, tiling formed on the surface of a concrete frame of a concrete building is peeled off from the concrete frame and a separation gap is formed between the surfaces of the concrete frame, an adhesive is formed in the gap. This is related to a collet used for repairing mortar layers.

図10は従来より行なわれているタイル張りモルタル層補修工事の手順を示している。この図において、Kはコンクリート躯体、MはタイルTが張り付けられたタイル下地としてのモルタル層であり、Gは(a) 及び(b) に示すようにモルタル層Mがコンクリート躯体Kから剥離してコンクリート躯体Kの表面との間に生じた剥離隙間である。   FIG. 10 shows a procedure for repairing a tiled mortar layer that has been conventionally performed. In this figure, K is a concrete frame, M is a mortar layer as a tile base to which tile T is stuck, and G is a mortar layer M peeled off from the concrete frame K as shown in (a) and (b). This is a separation gap generated between the surface of the concrete frame K.

このモルタル層補修工事にあたっては、先ず、(b) に示すように、隣り合うタイルT,T間の目地部でドリル(図示せず)によりモルタル層Mからコンクリート躯体Kに亘って所要長さの接着剤注入用孔12を明ける。次いで、(c) に示すように、接着剤注入機13のノズル13aを接着剤注入用孔12の入口部に突入させて、コンクリート用接着剤、例えばエポキシ系の接着剤14を所要の圧力で加圧注入し、図示のようにコンクリート躯体Kとモルタル層Mとの間の剥離隙間Gに浸透させる。この後、外周面にネジが切ってある螺軸10を、接着剤14の注入された孔12内に手作業で挿入して、(d) に示すように、モルタル層M側とコンクリート躯体K側とに亘るようにする。   In this mortar layer repair work, first, as shown in (b), the required length is extended from the mortar layer M to the concrete frame K by a drill (not shown) at the joint between adjacent tiles T, T. The adhesive injection hole 12 is opened. Next, as shown in (c), the nozzle 13a of the adhesive injection machine 13 is plunged into the inlet of the adhesive injection hole 12, and the concrete adhesive, for example, the epoxy adhesive 14 is applied at a required pressure. Pressurize and inject into the separation gap G between the concrete frame K and the mortar layer M as shown. After that, the screw shaft 10 whose outer peripheral surface is threaded is manually inserted into the hole 12 into which the adhesive 14 has been injected, and the mortar layer M side and the concrete frame K as shown in FIG. Across the side.

上記のようなモルタル層補修工事において、図10の(d) に示すように接着剤14の注入された孔12内に螺軸10を挿入した後、接着剤14がある程度固化するまで、そのままの状態にしておくわけであるが、その際に、接着剤注入用孔12の内部圧力によって螺軸10が(e) に示すように孔12の入口部から押し出されて突出し、そのまま接着剤14が固まってしまうことによって、螺軸10は、タイルTの表面側に不要な突起物を形成するだけでなく、モルタル層Mとコンクリート躯体Kとのつなぎの役割をしなくなるという問題があった。   In the mortar layer repair work as described above, the screw shaft 10 is inserted into the hole 12 into which the adhesive 14 has been injected as shown in FIG. 10 (d), and then the adhesive 14 is solidified to some extent. At this time, the screw shaft 10 is pushed out from the inlet portion of the hole 12 as shown in (e) by the internal pressure of the adhesive injection hole 12 and protrudes, and the adhesive 14 is left as it is. As a result of the solidification, the screw shaft 10 not only forms unnecessary protrusions on the surface side of the tile T, but also has a problem that it does not serve as a connection between the mortar layer M and the concrete frame K.

本発明は、上記の課題に鑑み、接着剤14の注入された接着剤注入用孔12に螺軸10を挿入した後、その孔12から螺軸10が押し出されることのないように、螺軸10を接着剤注入用孔12に保持するためのコレット1を提供することを目的とする。更に本発明の目的は、上記のようなモルタル層補修工事において、接着剤注入用孔12に螺軸10が挿入されない場合には、その孔12の入口を閉栓して接着剤14が孔12の入口から流出しないようにするためのコレット11を提供することにある。   In view of the above-described problems, the present invention prevents the screw shaft 10 from being pushed out from the hole 12 after the screw shaft 10 is inserted into the adhesive injection hole 12 into which the adhesive 14 has been injected. An object of the present invention is to provide a collet 1 for holding 10 in an adhesive injection hole 12. Furthermore, the object of the present invention is to repair the mortar layer as described above, when the screw shaft 10 is not inserted into the adhesive injection hole 12, the inlet of the hole 12 is closed and the adhesive 14 is connected to the hole 12. The object is to provide a collet 11 for preventing it from flowing out of the entrance.

上記課題を解決するための手段を、後述する実施形態の参照符号を付して説明すると、請求項1に係る発明は、コンクリート躯体Kの表面に形成されたモルタル層Mからコンクリート躯体Kに亘って明けた接着剤注入用孔12からコンクリート用接着剤14を注入してモルタル層Mの剥離隙間Gに浸透させるようにすると共に、その孔12にモルタル層Mとコンクリート躯体Kとをつなぐ螺軸10を挿入するモルタル層補修工事にあたり、螺軸10を前記孔12内に保持するのに使用するコレット1であって、このコレット1は、螺軸10に螺嵌可能で、外径が前記孔12の内径より小さい取付用筒部2と、この筒部2の一端部から漸次径大に一体形成されていて、径大端部側の外径が前記孔2の内径より大きいスカート状の割溝3a付きコレット本体3であって、該コレット本体3の周方向に延びる凸条部5と凹条部6とを軸方向に交互に形成してなる滑り止め部7をコレット本体3の外周部に形成してなるコレット本体3とからなるもので、前記孔12に挿入された螺軸10の外端部に取付用筒部2を螺嵌した状態で、コレット本体3を前記孔12の入口側で縮径させて孔12内周面に圧接固定するようにしたことを特徴とする。 Means for solving the above problems will be described with reference numerals in the embodiments described later. The invention according to claim 1 covers the concrete frame K from the mortar layer M formed on the surface of the concrete frame K. The concrete adhesive 14 is injected from the opened adhesive injection hole 12 so as to penetrate the peeling gap G of the mortar layer M, and the screw shaft connecting the mortar layer M and the concrete frame K to the hole 12 The collet 1 is used to hold the screw shaft 10 in the hole 12 when the mortar layer is repaired. The collet 1 can be screwed into the screw shaft 10 and has an outer diameter of the hole 10. A cylindrical portion for mounting 2 smaller than the inner diameter of 12 and a skirt-shaped split portion integrally formed with a gradually larger diameter from one end portion of the cylindrical portion 2 and having an outer diameter on the larger diameter end side larger than the inner diameter of the hole 2. Co with groove 3a A Tsu DOO body 3, forming a non-slip portion 7 formed by alternately forming the convex portion 5 and the concave portion 6 extending in a circumferential direction of the collet body 3 in the axial direction on the outer peripheral portion of the collet body 3 The collet body 3 is formed on the inlet side of the hole 12 with the mounting cylinder portion 2 screwed onto the outer end of the screw shaft 10 inserted into the hole 12. It is characterized in that the diameter is reduced and fixed to the inner peripheral surface of the hole 12 by pressure contact.

請求項2に係る発明は、コンクリート躯体Kの表面に形成されたモルタル層Mからコンクリート躯体Kに亘って明けた接着剤注入用孔12からコンクリート用接着剤14を注入してモルタル層Mの剥離隙間Gに浸透させるようにするモルタル層補修工事にあたって、前記孔12の入口を閉栓するのに使用するコレット11であって、このコレット11は、外径が前記孔12の内径より小さい基軸部4と、この基軸部4の一端部から漸次径大に一体形成されていて、径大端部側の外径が前記孔12の内径より大きいスカート状の割溝3a付きコレット本体3であって、該コレット本体3の周方向に延びる凸条部5と凹条部6とを軸方向に交互に形成してなる滑り止め部7をコレット本体3の外周部に形成してなるコレット本体3とからなるもので、前記孔12内に基軸部4を挿入し、コレット本体3を前記孔12の入口側で縮径させて孔12内周面に圧接固定するようにしたことを特徴とする。 In the invention according to claim 2, the mortar layer M is peeled off by injecting the concrete adhesive 14 from the adhesive injection holes 12 formed over the concrete skeleton K from the mortar layer M formed on the surface of the concrete skeleton K. A collet 11 used to close the inlet of the hole 12 when repairing the mortar layer so as to permeate the gap G. The collet 11 has an outer diameter smaller than the inner diameter of the hole 12. And a collet body 3 having a skirt-shaped split groove 3a, which is integrally formed with a gradually increasing diameter from one end of the base shaft portion 4, and has an outer diameter on the large diameter end side larger than the inner diameter of the hole 12 , From the collet body 3 formed by forming on the outer peripheral part of the collet body 3 non-slip parts 7 formed by alternately forming the protruding strips 5 and the concave strips 6 extending in the circumferential direction of the collet body 3 in the axial direction. Become By inserting the base shaft portion 4 into the hole 12, characterized in that the collet body 3 and the pressure-contact fixed by diameter hole 12 inner peripheral surface on the inlet side of the hole 12.

請求項は、請求項1又は2に記載のモルタル層補修工事用コレット1,11において、コレット1,11が合成樹脂によって一体成形されたものからなることを特徴とする。 A third aspect of the present invention is the collet 1 or 11 for repairing a mortar layer according to the first or second aspect , wherein the collets 1 and 11 are integrally formed of a synthetic resin.

上記解決手段による発明の効果を、後述する実施形態の参照符号を付して説明すると、請求項1に係る発明のコレット1によれば、使用にあたって、取付用筒部2を螺軸10の一端部に螺嵌し、この状態で螺軸10をその他端部側から、接着剤14の注入された接着剤注入用孔12に押し込めば、スカート状の割溝3a付きコレット本体3が孔12の入口部のところで縮径して、コレット本体3の径大端部側が孔12の内周面に圧接するから、極めて簡単な操作で螺軸10を接着剤注入用孔12内に保持固定させることができる。
また本発明によれば、コレット本体3の外周面に滑り止め部7が形成してあるから、コレット本体3の径大端部側が孔12の内周面に圧接する時に滑りを生ぜず、孔12の入口部を的確に閉栓することができる。さらに、滑り止め部7は、コレット本体3の周方向に延びる凸条部5と凹条部6とを軸方向に交互に形成したものからなるため、構造が簡単で、接着剤注入用孔12の内周面でのコレット本体径大端部側の滑りを有効に阻止することができる。
The effect of the invention by the above-described solution means will be described with reference numerals of embodiments to be described later. According to the collet 1 of the invention according to claim 1, the mounting cylinder portion 2 is attached to one end of the screw shaft 10 in use. When the screw shaft 10 is pushed into the adhesive injection hole 12 into which the adhesive 14 has been injected from the other end side in this state, the collet body 3 with the skirt-shaped split groove 3 a is formed in the hole 12. Since the diameter of the collet body 3 is reduced at the inlet, and the large diameter end side of the collet body 3 is pressed against the inner peripheral surface of the hole 12, the screw shaft 10 is held and fixed in the adhesive injection hole 12 by an extremely simple operation. Can do.
Further, according to the present invention, since the non-slip portion 7 is formed on the outer peripheral surface of the collet main body 3, no slip occurs when the large diameter end side of the collet main body 3 presses against the inner peripheral surface of the hole 12, The 12 inlet portions can be accurately closed. Further, the anti-slip portion 7 is formed by alternately forming the ridges 5 and the ridges 6 extending in the circumferential direction of the collet body 3 in the axial direction, so that the structure is simple and the adhesive injection hole 12 is provided. It is possible to effectively prevent the collet main body diameter large end portion from slipping on the inner peripheral surface of the collet body.

請求項2に係る発明のコレット11によれば、接着剤14の注入された接着剤注入用孔12内に基軸部4側から押し込むだけで、スカート状の割溝3a付きコレット本体3が孔12の入口のところで縮径して、コレット本体3の径大端部側が孔12の内周面に圧接するから、極めて簡単な操作で接着剤14の注入された孔12の入口を迅速に閉栓することができる。
また本発明によれば、コレット本体3の外周面に滑り止め部7が形成してあるから、コレット本体3の径大端部側が孔12の内周面に圧接する時に滑りを生ぜず、孔12の入口部を的確に閉栓することができる。さらに、滑り止め部7は、コレット本体3の周方向に延びる凸条部5と凹条部6とを軸方向に交互に形成したものからなるため、構造が簡単で、接着剤注入用孔12の内周面でのコレット本体径大端部側の滑りを有効に阻止することができる。
According to the collet 11 of the invention according to claim 2, the collet body 3 with the skirt-shaped split groove 3 a is formed into the hole 12 simply by pushing into the adhesive injection hole 12 into which the adhesive 14 has been injected from the base shaft 4 side. The diameter of the collet body 3 is reduced at the inlet, and the large diameter end side of the collet body 3 is in pressure contact with the inner peripheral surface of the hole 12, so that the inlet of the hole 12 into which the adhesive 14 is injected can be quickly closed with an extremely simple operation. be able to.
Further, according to the present invention, since the non-slip portion 7 is formed on the outer peripheral surface of the collet main body 3, no slip occurs when the large diameter end side of the collet main body 3 presses against the inner peripheral surface of the hole 12, The 12 inlet portions can be accurately closed. Further, the anti-slip portion 7 is formed by alternately forming the ridges 5 and the ridges 6 extending in the circumferential direction of the collet body 3 in the axial direction, so that the structure is simple and the adhesive injection hole 12 is provided. It is possible to effectively prevent the collet main body diameter large end portion from slipping on the inner peripheral surface of the collet body.

請求項に係る発明のコレット1,11によれば、コレット1,11を合成樹脂によって一体成形した場合には、製作コストを著しく安くできると共に、軽量で取付作業、持ち運び、保管に有利である。 According to the collets 1 and 11 of the invention according to claim 3, when the collets 1 and 11 are integrally formed of synthetic resin, the manufacturing cost can be remarkably reduced, and the light weight is advantageous for mounting, carrying and storage. .

以下に本発明の好適な実施形態を図面に基づいて説明すると、図1の(a) は本発明に係るコレット1の拡大正面図、(b) は(a) の左側面図、図2はコレット1の拡大縦断面図、図3の(a) はコレット1のスカート状コレット本体を縮径させた状態での正面図、(b) は(a) の左側面図であり、図4はタイル張りされた建物外壁の一部拡大正面図である。図5の(a) 〜(d) は本発明に係るコレット1の使用によるタイル張りモルタル層補修工事の手順を説明する説明図である。このコレット1は、螺軸10に螺嵌可能で、外径が接着剤注入用孔12の内径より小さい円筒状の取付用筒部2と、この取付用筒部2の一端部から漸次径大に一体形成されていて、径大端部側の外径が接着剤注入用孔12の内径より大きいスカート状の割溝3a付きコレット本体3とからなるもので、接着剤注入用孔12に挿入された螺軸10の外端部に取付用筒部2を螺嵌した状態で、コレット本体3を接着剤注入用孔12の入口側で縮径させて孔12の内周面に圧接固定するようにしている。   A preferred embodiment of the present invention will be described below with reference to the drawings. FIG. 1 (a) is an enlarged front view of a collet 1 according to the present invention, (b) is a left side view of (a), and FIG. 3 is an enlarged longitudinal sectional view of the collet 1, FIG. 3 (a) is a front view of the collet 1 with the skirt-like collet body reduced in diameter, (b) is a left side view of (a), and FIG. It is a partial enlarged front view of the tiled building outer wall. 5 (a) to 5 (d) are explanatory views for explaining the procedure of the tiled mortar layer repair work by using the collet 1 according to the present invention. The collet 1 can be screwed onto the screw shaft 10 and has a cylindrical mounting tube portion 2 whose outer diameter is smaller than the inner diameter of the adhesive injection hole 12 and a gradually increasing diameter from one end of the mounting tube portion 2. And the collet body 3 with a skirt-shaped split groove 3a whose outer diameter on the large diameter end side is larger than the inner diameter of the adhesive injection hole 12, and is inserted into the adhesive injection hole 12 The collet body 3 is reduced in diameter on the inlet side of the adhesive injection hole 12 and fixed to the inner peripheral surface of the hole 12 in a state where the mounting cylinder 2 is screwed to the outer end of the screw shaft 10. I am doing so.

本発明に係るコレット1の構造についてさらに詳しく説明すれば、このコレット1は、合成樹脂、例えばエポキシ樹脂によって一体成形されたもので、円筒状取付用筒部2の内周面には螺軸10の雄ねじ部10aに螺合可能な雌ねじ部2aが形成されている。そしてスカート状のコレット本体3は、一端部の外径が取付用筒部2の外径と同じで、他端部の外径が接着剤注入用孔12の内径よりも大きく形成され、そして周方向一定間隔おきに、例えば90°間隔おきに設けられた4つの割溝3aによって縮径可能となっている。またコレット本体3は、コレット本体3の外周面側に周方向に延びる凸条部5と凹条部6とを軸方向に交互に形成したものからなる滑り止め7を有する。   The structure of the collet 1 according to the present invention will be described in more detail. The collet 1 is integrally formed of a synthetic resin, for example, an epoxy resin, and a screw shaft 10 is formed on the inner peripheral surface of the cylindrical mounting cylinder portion 2. A female screw portion 2a that can be screwed into the male screw portion 10a is formed. The skirt-shaped collet body 3 is formed such that the outer diameter of one end is the same as the outer diameter of the mounting cylinder 2 and the outer diameter of the other end is larger than the inner diameter of the adhesive injection hole 12. The diameter can be reduced by four split grooves 3a provided at regular intervals in the direction, for example, at intervals of 90 °. Further, the collet body 3 has anti-slip 7 formed by alternately forming convex strips 5 and concave strips 6 extending in the circumferential direction on the outer peripheral surface side of the collet main body 3.

このコレット1の寸法を参考までに示せば、取付用筒部2の外径は5mm、内径は3.3mmで、内周面にはM4の雌ねじ2aが切ってあり、また取付用筒部2の軸方向長さは3mmである。スカート状コレット本体3の径大側端部の外径は7mm、径小側端部の内径は4mmであり、またコレット本体3が縮径した時の径大側端部の外径は5.6mmである。そして、図5に示すようにモルタル層Mからコンクリート躯体Kに亘って明けられる接着剤注入用孔12の内径は5.3mmである。また螺軸10の外径は4mmで、外周面にはM4の雄ねじ10aが切ってある。   If the dimensions of the collet 1 are shown for reference, the outer diameter of the mounting cylinder 2 is 5 mm, the inner diameter is 3.3 mm, and an M4 female screw 2a is cut on the inner peripheral surface. The axial length of is 3 mm. The outer diameter of the large-diameter side end of the skirt-like collet body 3 is 7 mm, the inner diameter of the small-diameter side end is 4 mm, and the outer diameter of the large-diameter side end when the collet body 3 is reduced is 5. 6 mm. And as shown in FIG. 5, the internal diameter of the hole 12 for the adhesive injection | pouring opened from the mortar layer M to the concrete frame K is 5.3 mm. The outer diameter of the screw shaft 10 is 4 mm, and an M4 male screw 10a is cut on the outer peripheral surface.

タイル張りされた建物外壁の一部拡大正面図である図4において、8及び9はタイルT,Tどうし間に形成される縦目地及び横目地である。   In FIG. 4, which is a partially enlarged front view of a tiled building outer wall, 8 and 9 are vertical joints and horizontal joints formed between the tiles T and T.

次に、上記のように構成されるコレット1の使用によるタイル張りモルタル層補修工事の手順を図4及び図5を参照しながら説明すると、先ず、図4に示すように縦目地8と横目地9とが交差する箇所の所要の箇所において、ドリル(図示せず)でりモルタル層Mからコンクリート躯体Kに亘って所要長さの接着剤注入用孔12を明け、そして図5の(a) に示すように、接着剤注入機13のノズル13aを接着剤注入用孔12の入口部に突入させて、コンクリート用接着剤、例えばエポキシ系接着剤14を所要の圧力で加圧注入し、図示のようにコンクリート躯体Kとモルタル層Mとの間の剥離隙間Gに浸透させる。   Next, a procedure for repairing a tiled mortar layer using the collet 1 configured as described above will be described with reference to FIGS. 4 and 5. First, as shown in FIG. 5 at a required location where 9 intersects with a drill (not shown), the adhesive injection hole 12 having a required length is formed from the mortar layer M to the concrete frame K, and (a) of FIG. As shown, the nozzle 13a of the adhesive injection machine 13 is plunged into the inlet of the adhesive injection hole 12, and a concrete adhesive, for example, an epoxy adhesive 14 is injected under pressure at a required pressure. It penetrates into the peeling gap G between the concrete frame K and the mortar layer M as shown in FIG.

こうして各接着剤注入用孔12にコンクリート用接着剤14を注入して剥離隙間Gに浸透させた後、接着剤14の注入された孔12内に螺軸10を挿入するわけであるが、この螺軸10の挿入に先立って、図5の(b) に示すように、螺軸10の一端部(後端部)にコレット1の取付用筒部2を螺嵌し、この状態で螺軸10をその他端部(先端部)側から、接着剤14の注入された接着剤注入用孔12内に挿入し、(c) に示すようにコレット1のコレット本体3を接着剤注入用孔12の入口側で縮径させることにより、コレット本体3の弾性反発力でコレット本体3を接着剤注入用孔12内の入口部で圧接固定し、 これによって螺軸10を接着剤注入用孔12内に保持し、(c) に示す状態とする。尚、コレット1は、接着剤14が硬化するまで、螺軸10を孔12内に保持固定しておけばよい。   In this way, after the concrete adhesive 14 is injected into each adhesive injection hole 12 and penetrated into the peeling gap G, the screw shaft 10 is inserted into the hole 12 into which the adhesive 14 has been injected. Prior to the insertion of the screw shaft 10, as shown in FIG. 5B, the mounting cylinder portion 2 of the collet 1 is screwed into one end portion (rear end portion) of the screw shaft 10, and in this state the screw shaft 10 is inserted into the adhesive injection hole 12 into which the adhesive 14 has been injected from the other end (front end) side, and the collet body 3 of the collet 1 is inserted into the adhesive injection hole 12 as shown in FIG. The collet body 3 is pressed and fixed at the inlet portion in the adhesive injection hole 12 by the elastic repulsive force of the collet body 3, and thereby the screw shaft 10 is placed in the adhesive injection hole 12. To the state shown in (c). The collet 1 may be held and fixed in the hole 12 until the adhesive 14 is cured.

上記のように螺軸10の後端部に取付用筒部2を取り付けたコレット1のコレット本体3を縮径させて接着剤注入用孔12内の入口部内周面に圧接固定することにより、螺軸10は接着剤14の注入された接着剤注入用孔12内に固定されるから、内部圧力によって螺軸10が接着剤注入用孔12から押し出されるようなことがなくなり、接着剤14が硬化するまで接着剤注入用孔12内に保持されたままの状態となる。これにより、螺軸10は、モルタル層Mとコンクリート躯体Kとのつなぎの役割を十分に果たすことができる。そして、接着剤14が固まったならば、図5の(d) に示すように縦目地8、横目地9及びその交差部に目地塞ぎ用のコーキング材15を装填し、これによってタイル張りモルタル層補修工事が終了する。   By reducing the diameter of the collet body 3 of the collet 1 with the mounting cylinder 2 attached to the rear end of the screw shaft 10 as described above and fixing it to the inner peripheral surface of the inlet in the adhesive injection hole 12, Since the screw shaft 10 is fixed in the adhesive injection hole 12 into which the adhesive 14 has been injected, the internal shaft does not cause the screw shaft 10 to be pushed out of the adhesive injection hole 12, so that the adhesive 14 It remains in the adhesive injection hole 12 until it is cured. Thereby, the screw shaft 10 can fully fulfill the role of the connection between the mortar layer M and the concrete frame K. When the adhesive 14 has hardened, as shown in FIG. 5 (d), the vertical joints 8, the horizontal joints 9 and the intersections thereof are loaded with a caulking material 15 for closing the joints, thereby a tiled mortar layer. Repair work is completed.

このコレット1は、使用にあたって、取付用筒部2を螺軸10の一端部に螺嵌し、この状態で螺軸10をその他端部側から、接着剤14の注入された接着剤注入用孔12に押し込めば、スカート状の割溝3a付きコレット本体3が孔12の入口のところで縮径して、コレット本体3の径大端部側が孔12の内周面に圧接するから、極めて簡単な操作で螺軸10を接着剤注入用孔12内に保持固定させることができる。   When the collet 1 is used, the mounting cylinder portion 2 is screwed into one end portion of the screw shaft 10, and in this state, the screw shaft 10 is inserted into the adhesive injection hole into which the adhesive 14 is injected from the other end portion side. 12, the collet body 3 with the skirt-shaped split groove 3 a is reduced in diameter at the entrance of the hole 12, and the large-diameter end side of the collet body 3 is in pressure contact with the inner peripheral surface of the hole 12. The screw shaft 10 can be held and fixed in the adhesive injection hole 12 by operation.

このコレット1の使用において、コレット本体3の外周面に滑り止め部7が形成してあるから、コレット本体3の径大端部側が孔12の内周面に圧接する時に滑りを生ずることがなく、螺軸10を接着剤注入用孔12内に的確に保持固定することができる。この実施形態では、滑り止め部7は、夫々コレット本体3の周方向に延びる凸条部5と凹条部6を軸方向に交互に形成したものからなるが、これに限らず、他の構成としてもよい。但し、実施形態のような凸条部5と凹条部6からなるものとすれば、構造が簡単で、接着剤注入用孔12の内周面でのコレット本体径大端部側の滑りを有効に阻止することができる。   In the use of the collet 1, since the anti-slip portion 7 is formed on the outer peripheral surface of the collet main body 3, there is no slip when the large diameter end portion side of the collet main body 3 is pressed against the inner peripheral surface of the hole 12. The screw shaft 10 can be accurately held and fixed in the adhesive injection hole 12. In this embodiment, the anti-slip portion 7 is formed by alternately forming the ridges 5 and the ridges 6 extending in the circumferential direction of the collet body 3 in the axial direction. It is good. However, if it is composed of the ridges 5 and the ridges 6 as in the embodiment, the structure is simple, and the collet body diameter large end side slips on the inner peripheral surface of the adhesive injection hole 12. It can be effectively blocked.

また、このコレット1は、合成樹脂による成形に限るものではなく、ステンレス等の金属材によって一体形成することもできるが、合成樹脂によって一体成形すれば、製作コストを著しく安くできると共に、軽量で取付作業、持ち運び、保管に有利である。   Further, the collet 1 is not limited to molding with a synthetic resin, but can be integrally formed with a metal material such as stainless steel. However, if it is integrally molded with a synthetic resin, the manufacturing cost can be remarkably reduced and the mounting can be performed with a light weight. It is advantageous for work, carrying and storage.

図6〜図8は本発明に係る他のコレット11を示すもので、図6の(a) はコレット11の拡大正面図、(b) は(a) の左側面図、図7はコレット11の拡大縦断面図、図8の(a) はコレット11のスカート状コレット本体を縮径させた状態での正面図、(b) は(a) の左側面図であり、図9の(a) 〜(d) はコレット11の使用によるタイル張りモルタル層補修工事の手順を説明する図5と同様な説明図である。このコレット11は、外径が接着剤注入用孔12の内径より小さい基軸部4と、この基軸部4の一端部から漸次径大に一体形成されていて、径大端部側の外径が接着剤注入用孔12の内径より大きいスカート状の割溝3a付きコレット本体3とからなるもので、接着剤注入用孔12内に基軸部4を挿入し、コレット本体3を接着剤注入用孔12の入口側で縮径させて孔12の内周面に圧接固定するようにしている。   6 to 8 show another collet 11 according to the present invention. FIG. 6A is an enlarged front view of the collet 11, FIG. 6B is a left side view of FIG. FIG. 8 (a) is a front view of the collet 11 with the skirt-like collet body reduced in diameter, and FIG. 8 (b) is a left side view of FIG. 9 (a). ) To (d) are explanatory views similar to FIG. 5 for explaining the procedure of the tiled mortar layer repair work using the collet 11. The collet 11 is integrally formed with a base shaft portion 4 having an outer diameter smaller than the inner diameter of the adhesive injection hole 12 and gradually increasing from one end portion of the base shaft portion 4. The collet body 3 is provided with a skirt-shaped split groove 3a larger than the inner diameter of the adhesive injection hole 12. The base shaft portion 4 is inserted into the adhesive injection hole 12, and the collet body 3 is inserted into the adhesive injection hole. The diameter is reduced on the inlet side of 12 and is press-fixed to the inner peripheral surface of the hole 12.

このコレット11も、前記コレット1と同じように、エポキシ樹脂によって一体成形されたもので、コレット本体3については、コレット1のコレット本体3と全く同じ構造であるから、構成部材には同一番号を付して、その説明を省略する。基軸部4は、コレット1の取付用筒部2の内部が閉塞された構造で、図示のような短円柱状体からなる。   As with the collet 1, the collet 11 is integrally formed of an epoxy resin, and the collet body 3 has the same structure as the collet body 3 of the collet 1, and therefore, the same numbers are assigned to the constituent members. A description thereof will be omitted. The base shaft portion 4 has a structure in which the inside of the mounting cylinder portion 2 of the collet 1 is closed, and is formed of a short columnar body as illustrated.

上記コレット11の使用によるタイル張りモルタル層補修工事の手順を図9を参照して説明すると、先ず、図4に示すように縦目地8と横目地9とが交差する箇所でりモルタル層Mからコンクリート躯体Kに亘って所要長さの接着剤注入用孔12を明け、そして図9の(a) に示すように、接着剤注入機13のノズル13aを接着剤注入用孔12の入口部に突入させて、コンクリート用接着剤14を所要の圧力で加圧注入し、同(a) に示すようにコンクリート躯体Kとモルタル層Mとの間の剥離隙間Gに浸透させる。   The procedure for repairing the tiled mortar layer using the collet 11 will be described with reference to FIG. 9. First, as shown in FIG. 4, the vertical mortar 8 and the horizontal joint 9 intersect with each other from the mortar layer M. An adhesive injection hole 12 having a required length is formed over the concrete frame K, and the nozzle 13a of the adhesive injection machine 13 is provided at the inlet of the adhesive injection hole 12 as shown in FIG. The concrete adhesive 14 is injected under pressure at a required pressure and penetrates into the separation gap G between the concrete frame K and the mortar layer M as shown in FIG.

こうして各接着剤注入用孔12にコンクリート用接着剤14を注入して剥離隙間Gに浸透させ、接着剤14が接着剤注入用孔12の入口部を残しほぼ一杯に充填されたならば、図9の(b) に示すように、接着剤注入用孔12の入口部にコレット11をその基軸部4から押し込んで、スカート状の割溝3a付きコレット本体3を孔12の入口部のところで縮径させることにより、このコレット本体3の弾性反発力でコレット本体3の径大端部側を孔12の内周面に圧接固定し、(c) に示すような状態とする。   In this way, the concrete adhesive 14 is injected into each adhesive injection hole 12 and penetrates into the peeling gap G, and the adhesive 14 is filled almost leaving the inlet portion of the adhesive injection hole 12. 9 (b), the collet 11 is pushed into the inlet portion of the adhesive injection hole 12 from its base shaft portion 4, and the collet body 3 with the skirt-shaped split groove 3a is compressed at the inlet portion of the hole 12. By making the diameter, the large-diameter end side of the collet body 3 is pressed and fixed to the inner peripheral surface of the hole 12 by the elastic repulsive force of the collet body 3, and a state as shown in FIG.

上記のようにコレット11のコレット本体3を縮径させて接着剤注入用孔12内の入口部内周面に圧接固定することにより、孔12の入口を閉栓して接着剤14の外部流出を的確に阻止することができる。こうして接着剤注入用孔12の入口を閉栓したならば、図5の(d) に示すように縦目地8、横目地9及びその交差部に目地塞ぎ用の目地材もしくはコーキング材15を装填し、タイル張りモルタル層補修工事を終了する。   As described above, the collet body 3 of the collet 11 is reduced in diameter and fixed to the inner peripheral surface of the inlet portion in the adhesive injection hole 12, thereby closing the inlet of the hole 12 and ensuring that the adhesive 14 flows out to the outside. Can be prevented. When the inlet of the adhesive injection hole 12 is closed in this way, as shown in FIG. 5 (d), the joint material or caulking material 15 for filling the joints is loaded into the vertical joints 8, the horizontal joints 9 and the intersections thereof. The tiled mortar layer repair work will be completed.

このコレット11は、接着剤14の注入された接着剤注入用孔12内に基軸部4側から押し込めば、スカート状の割溝3a付きコレット本体3が孔12の入口のところで縮径して、コレット本体3の径大端部側が孔12の内周面に圧接するから、極めて簡単な操作で接着剤14の注入された孔12の入口を迅速に閉栓することができる。   When the collet 11 is pushed into the adhesive injection hole 12 into which the adhesive 14 has been injected from the base shaft 4 side, the collet body 3 with the skirt-shaped split groove 3a is reduced in diameter at the entrance of the hole 12, Since the large diameter end side of the collet body 3 is in pressure contact with the inner peripheral surface of the hole 12, the inlet of the hole 12 into which the adhesive 14 has been injected can be quickly closed by an extremely simple operation.

上記のようなコレット11の使用において、コレット本体3の外周面に滑り止め部7が形成してあるから、コレット本体3の径大端部側が孔12の内周面に圧接する時に滑りを生ぜず、孔12の入口部を的確に閉栓することができる。   In the use of the collet 11 as described above, since the anti-slip portion 7 is formed on the outer peripheral surface of the collet main body 3, slip occurs when the large diameter end side of the collet main body 3 presses against the inner peripheral surface of the hole 12. Therefore, the inlet of the hole 12 can be accurately closed.

このコレット11も、合成樹脂による成形に限るものではなく、ステンレス等の金属材によって一体形成することもできる。ただし、合成樹脂によって一体成形すれば、製作コストを著しく安くできると共に、軽量で取付作業、持ち運び、保管に有利である。   The collet 11 is not limited to molding with a synthetic resin, and can be integrally formed with a metal material such as stainless steel. However, if it is integrally formed of synthetic resin, the manufacturing cost can be remarkably reduced, and it is lightweight and advantageous for mounting, carrying and storing.

(a) は本発明のコレットの拡大正面図、(b) は(a) の左側面図である。(a) is an enlarged front view of the collet of the present invention, and (b) is a left side view of (a). 同コレットの拡大縦断面図である。It is an enlarged vertical sectional view of the collet. (a) は同コレットのスカート状コレット本体を縮径させた状態での正面図、(b) は(a) の左側面図である。(a) is a front view of the collet skirt-shaped collet body with the diameter reduced, and (b) is a left side view of (a). タイル張りされた建物外壁の一部拡大正面図である。It is a partial enlarged front view of the tiled building outer wall. (a) 〜(d) は同上のコレットの使用によるタイル張りモルタル層補修工事の手順を説明する説明図である。(a)-(d) is explanatory drawing explaining the procedure of tiled mortar layer repair work by use of a collet same as the above. (a) は本発明の他のコレットを示す拡大正面図、(b) は(a) の左側面図である。(a) is an enlarged front view showing another collet of the present invention, and (b) is a left side view of (a). 同コレットの拡大縦断面図である。It is an enlarged vertical sectional view of the collet. (a) は同コレットのスカート状コレット本体を縮径させた状態での正面図、(b) は(a) の左側面図である。(a) is a front view of the collet skirt-shaped collet body with the diameter reduced, and (b) is a left side view of (a). (a) 〜(d) は同コレットの使用によるタイル張りモルタル層補修工事の手順を説明する図5と同様な説明図である。(a)-(d) is explanatory drawing similar to FIG. 5 explaining the procedure of the tiled mortar layer repair construction by use of the collet. 従来行なわれているタイル張りモルタル層補修工事の手順を示す説明図である。It is explanatory drawing which shows the procedure of the tiled mortar layer repair work currently performed conventionally.

符号の説明Explanation of symbols

K コンクリート躯体
M モルタル層
1,11 コレット
2 取付用筒部
3 コレット本体
3a 割溝
4 基軸部
5 凸条部
6 凹条部
7 滑り止め部
10 螺軸
12 接着剤注入用孔
14 コンクリート用接着剤
K concrete frame M mortar layer 1,11 collet 2 mounting cylinder part 3 collet body 3a split groove 4 base shaft part 5 ridge part 6 dent part 7 non-slip part 10 screw shaft 12 adhesive injection hole 14 adhesive for concrete

Claims (3)

コンクリート躯体の表面に形成されたモルタル層からコンクリート躯体に亘って明けた接着剤注入用孔からコンクリート用接着剤を注入してモルタル層の剥離隙間に浸透させるようにすると共に、その孔にモルタル層とコンクリート躯体とをつなぐ螺軸を挿入するモルタル層補修工事にあたり、螺軸を前記孔内に保持するのに使用するコレットであって、このコレットは、螺軸に螺嵌可能で、外径が前記孔の内径より小さい取付用筒部と、この筒部の一端部から漸次径大に一体形成されていて、径大端部側の外径が前記孔の内径より大きいスカート状の割溝付きコレット本体であって、該コレット本体の周方向に延びる凸条部と凹条部とを軸方向に交互に形成してなる滑り止め部をコレット本体の外周部に形成してなるコレット本体とからなるもので、前記孔に挿入された螺軸の外端部に取付用筒部を螺嵌した状態で、コレット本体を前記孔の入口側で縮径させて孔内周面に圧接固定するようにしたことを特徴とするモルタル層補修工事用コレット。 The adhesive for concrete is injected from the adhesive injection hole opened over the concrete frame from the mortar layer formed on the surface of the concrete frame to penetrate into the peeling gap of the mortar layer, and the mortar layer is put in the hole This is a collet used to hold the screw shaft in the hole in the mortar layer repair work for inserting the screw shaft connecting the concrete frame and the concrete frame. The collet can be screwed into the screw shaft and has an outer diameter. A mounting cylinder portion smaller than the inner diameter of the hole and a skirt-shaped split groove that is integrally formed with a gradually increasing diameter from one end portion of the cylinder portion and whose outer diameter on the large diameter end side is larger than the inner diameter of the hole A collet body comprising a collet body formed on the outer peripheral portion of the collet body by forming an anti-slip portion formed alternately in the axial direction with protruding strips and concave strips extending in the circumferential direction of the collet body. Na Thus, the collet body is reduced in diameter on the inlet side of the hole and fixed to the inner peripheral surface of the hole by press-fitting in a state where the mounting cylinder is screwed onto the outer end of the screw shaft inserted into the hole. A collet for repairing mortar layers, characterized by コンクリート躯体の表面に形成されたモルタル層からコンクリート躯体に亘って明けた接着剤注入用孔からコンクリート用接着剤を注入してモルタル層の剥離隙間に浸透させるようにするモルタル層補修工事にあたって、前記孔の入口を閉栓するのに使用するコレットであって、このコレットは、外径が前記孔の内径より小さい基軸部と、この基軸部の一端部から漸次径大に一体形成されていて、径大端部側の外径が前記孔の内径より大きいスカート状の割溝付きコレット本体であって、該コレット本体の周方向に延びる凸条部と凹条部とを軸方向に交互に形成してなる滑り止め部をコレット本体の外周部に形成してなるコレット本体とからなるもので、前記孔内に基軸部を挿入し、コレット本体を前記孔の入口側で縮径させて孔内周面に圧接固定するようにしたことを特徴とするモルタル層補修工事用コレット。 In repairing the mortar layer, the adhesive for concrete is injected from the adhesive injection hole opened over the concrete body from the mortar layer formed on the surface of the concrete body and penetrates into the separation gap of the mortar layer. A collet used for closing an inlet of a hole, and the collet is integrally formed with a base shaft portion whose outer diameter is smaller than the inner diameter of the hole and a gradually larger diameter from one end portion of the base shaft portion. A collet body with a skirt-shaped split groove whose outer diameter on the large end side is larger than the inner diameter of the hole , and the protruding strips and recesses extending in the circumferential direction of the collet body are alternately formed in the axial direction. A collet body formed by forming an anti-slip portion on the outer periphery of the collet body, and inserting the base shaft portion into the hole and reducing the diameter of the collet body on the inlet side of the hole to Pressure on the surface Mortar layer repair work collet being characterized in that so as to fix. コレットが合成樹脂によって一体成形されたものからなることを特徴とする請求項1又は2に記載のモルタル層補修工事用コレット。 The collet for repairing a mortar layer according to claim 1 or 2 , wherein the collet is integrally formed of a synthetic resin.
JP2007193039A 2007-07-25 2007-07-25 Collet for mortar layer repair work Expired - Fee Related JP4812709B2 (en)

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JP6154432B2 (en) * 2015-06-24 2017-06-28 大和ハウス工業株式会社 Tile repair method and filler

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