JP2010018995A - Bolt member for fixing lap-stuck material, and construction method for lap-stuck material - Google Patents

Bolt member for fixing lap-stuck material, and construction method for lap-stuck material Download PDF

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JP2010018995A
JP2010018995A JP2008180112A JP2008180112A JP2010018995A JP 2010018995 A JP2010018995 A JP 2010018995A JP 2008180112 A JP2008180112 A JP 2008180112A JP 2008180112 A JP2008180112 A JP 2008180112A JP 2010018995 A JP2010018995 A JP 2010018995A
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bolt
existing
sleeve
fixing
fixed
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Isao Kimura
一三夫 木村
Katsuhiko Tsuda
克彦 津田
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Takiron Co Ltd
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Takiron Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a bolt member for fixing a lap-stuck material, which, without using a dedicated tool, enables a connecting bolt to be manually and easily fixed to an existing bolt fastening an existing external facing material. <P>SOLUTION: This bolt member is equipped with a cylindrical sleeve 3 which is composed of a metal with a Vickers hardness of 55-120, fits over threaded shank 21 of the existing bolt 2 fastening the external facing material 1 and is fixed to the threaded shank 21 by pressure bonding, and the connecting bolt 4 which is fixed to an upper portion of the sleeve 3. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、重ね張り材の固定用ボルト部材及び重ね張り材の施工方法に関し、特に、既設の外装材を留めている既設ボルトに、連結用ボルトを専用の工具を用いることなく手動で容易に固定することができる重ね張り材の固定用ボルト部材及び重ね張り材の施工方法に関するものである。   The present invention relates to a fixing bolt member for a laminated material and a construction method for the laminated material, and in particular, it is easy to manually connect a connecting bolt to an existing bolt holding an existing exterior material without using a dedicated tool. The present invention relates to a fixing bolt member for a laminated material that can be fixed and a construction method for the laminated material.

例えば、スレート波板や折板等で葺かれた屋根や外壁の補修又は改修を行う際には、既設の屋根材や外壁材を撤去することなく、重ね張り用の屋根材や外壁材を重ね張りすることが行われている。
既設屋根上への重ね張り用屋根材の固定には、既設の屋根材固定用のフックボルトの屋根材上面からの突出部分を利用した、様々な固定方法が提案されている。
For example, when repairing or refurbishing roofs and outer walls that have been rolled up with slate corrugated sheets or folded plates, the existing roofing materials and outer wall materials must be stacked without overlapping existing roofing materials or outer wall materials. Tensioning is done.
Various fixing methods using a protruding portion from the top surface of the roof material of the hook bolt for fixing the existing roof material have been proposed for fixing the roof material for laying on the existing roof.

しかし、このフックボルトは、時間の経過によって錆びたり、破損していることが多く、ねじがきかない状態になっており、通常は、屋根材固定のためにそのまま再利用することはできない。
そこで、下記特許文献1には、既設屋根を固定しているフックボルト上に、頭部を下にしてボルトを載置し、これら両ボルトを金属製のパイプ内に挿入し、この挿入した金属製のパイプを、両ボルトのナットと頭部の部分とでそれぞれ圧着することにより両ボルトを連結するボルトの連結方法が開示されている。
However, this hook bolt is often rusted or damaged over time, and is not screwed, and cannot be reused as it is for fixing roofing materials.
Therefore, in Patent Document 1 below, the bolts are placed on the hook bolts fixing the existing roof with the head facing down, and both the bolts are inserted into a metal pipe, and the inserted metal A bolt connection method is disclosed in which both bolts are connected by crimping a pipe made by a nut and a head portion of both bolts.

しかしながら、上記ボルトの連結方法では、金属製のパイプをボルトのナットや頭部に6角に圧着することから、油圧又は空気圧式で、押圧部とアーム部とが6角形状の専用のボルトコネクタが必要であり、広い面積を施工する場合には、作業効率向上のためにこのような専用のボルトコネクタを複数台屋根上に持ち上げて作業する必要があった。
特開平5−156752号公報
However, in the above bolt connection method, a metal pipe is crimped to the nut or head of the bolt in a hexagon, and therefore, a dedicated bolt connector with a hexagonal shape between the pressing portion and the arm portion is hydraulic or pneumatic. When a large area is to be constructed, it is necessary to work by lifting such dedicated bolt connectors on the roof to improve work efficiency.
Japanese Patent Laid-Open No. 5-156752

本発明は、上記従来の重ね張り材の固定用ボルト部材及び重ね張り材の施工方法が有する問題点に鑑み、既設の外装材を留めている既設ボルトに、連結用ボルトを専用の工具を用いることなく手動で容易に固定することができる重ね張り材の固定用ボルト部材及び重ね張り材の施工方法を提供することを目的とする。   In view of the problems of the above-described conventional fixing bolt member for the laminated material and the construction method of the laminated material, the present invention uses a connecting bolt as a dedicated tool for the existing bolt that holds the existing exterior material. It is an object of the present invention to provide a fixing bolt member for a laminated material that can be easily fixed manually and a construction method for the laminated material.

上記目的を達成するため、本発明の重ね張り材の固定用ボルト部材は、既設の外装材を留めている既設ボルトのねじ軸に被嵌し、圧着により該ねじ軸に固定されるビッカース硬さが55〜120の金属からなる円筒状のスリーブと、該スリーブの上部に固定された連結用ボルトとを備えたことを特徴とする。   In order to achieve the above-mentioned object, the bolt member for fixing a laminated material of the present invention is fitted to the screw shaft of an existing bolt that holds an existing exterior material, and is fixed to the screw shaft by pressure bonding. Is provided with a cylindrical sleeve made of a metal of 55 to 120, and a connecting bolt fixed to the upper portion of the sleeve.

また、連結用ボルトの先端部を円錐状に尖らせることができる。   Moreover, the front-end | tip part of a connecting bolt can be sharpened conically.

一方、同じ目的を達成するため、本発明の重ね張り材の施工方法は、上記本発明の固定用ボルト部材を用い、既設の外装材を留めている既設ボルトのねじ軸に、前記固定用ボルト部材のスリーブを被嵌し、該スリーブと既設ボルトのねじ軸とを圧着により固定するとともに、重ね張り材にボルト挿通孔を穿設し、該ボルト挿通孔に連結用ボルトを挿入して重ね張り材を固定することを特徴とする。   On the other hand, in order to achieve the same object, the method for constructing the lap stretch material of the present invention uses the fixing bolt member of the present invention and uses the fixing bolt on the screw shaft of the existing bolt holding the existing exterior material. The sleeve of the member is fitted, the sleeve and the screw shaft of the existing bolt are fixed by crimping, and a bolt insertion hole is drilled in the overlapped material, and the connecting bolt is inserted into the bolt insertion hole to overlap The material is fixed.

この場合において、重ね張り材の裏面に断熱発泡材層を設け、断熱発泡材層が既設の外装材に当接するように重ね張り材を固定することができる。   In this case, a heat insulating foam material layer can be provided on the back surface of the laminated material, and the laminated material can be fixed so that the heat insulating foam material layer comes into contact with the existing exterior material.

本発明の重ね張り材の固定用ボルト部材によれば、既設の外装材を留めている既設ボルトのねじ軸に被嵌し、圧着により該ねじ軸に固定されるビッカース硬さが55〜120の金属からなる円筒状のスリーブと、該スリーブの上部に固定された連結用ボルトとを備えることから、既設ボルトのねじ軸にスリーブを被せてかしめることにより、ねじ軸のねじの凹凸でスリーブの内壁面に凹凸を形成し、これらの嵌合によりスリーブを既設ボルトに強固に固定することができ、また、円筒状の金属製のスリーブを円柱状のねじ軸に圧着することから、スリーブは、汎用の圧着端子・スリーブ用の手動圧着工具で挟んで締め付ける程度で圧着・固定することができる。
この場合、特に、スリーブに、ビッカース硬さが55〜120の金属からなる円筒状のスリーブを用いることにより、ねじ軸のねじの凹凸で容易にスリーブ内壁面に凹凸を形成するとともに、スリーブのかしめ固定をより小さな力で行うことができる。
According to the bolt member for fixing a laminated material of the present invention, the Vickers hardness of 55 to 120 is applied to the screw shaft of the existing bolt that holds the existing exterior material and is fixed to the screw shaft by pressure bonding. Since a cylindrical sleeve made of metal and a connecting bolt fixed to the upper portion of the sleeve are provided, the sleeve is covered with the screw shaft of the existing bolt and caulked by the unevenness of the screw of the screw shaft. Concavities and convexities are formed on the inner wall surface, and the sleeve can be firmly fixed to the existing bolt by these fittings, and since the cylindrical metal sleeve is crimped to the cylindrical screw shaft, the sleeve is It can be crimped and fixed to the extent that it is clamped with a manual crimping tool for general-purpose crimping terminals and sleeves.
In this case, in particular, by using a cylindrical sleeve made of a metal having a Vickers hardness of 55 to 120 for the sleeve, unevenness is easily formed on the inner wall surface of the sleeve by the unevenness of the screw of the screw shaft, and the sleeve is caulked. Fixing can be performed with a smaller force.

また、連結用ボルトの先端部を円錐状に尖らせることにより、重ね張り材を連結用ボルトに圧接することで、円錐状の先端部によって重ね張り材の表面を突出させることができ、その突出点を目安にしてボルト挿通孔を容易に穿孔することができる。   In addition, by sharpening the tip of the connecting bolt in a conical shape, the surface of the stretched material can be projected by the conical tip by pressing the overlapped material against the connecting bolt. Bolt insertion holes can be easily drilled using the points as a guide.

一方、本発明の重ね張り材の施工方法によれば、上記本発明の固定用ボルト部材を用い、既設の外装材を留めている既設ボルトのねじ軸に、前記固定用ボルト部材のスリーブを被嵌し、該スリーブと既設ボルトのねじ軸とを圧着により固定するとともに、重ね張り材にボルト挿通孔を穿設し、該ボルト挿通孔に連結用ボルトを挿入して重ね張り材を固定することから、既設の外装材を留めている既設ボルトに、連結用ボルトを専用の工具を用いることなく手動で容易に固定するとともに、該連結用ボルトを使用して、重ね張り材を既設の外装材に容易に重ね張りすることができる。   On the other hand, according to the construction method of the lap member of the present invention, the fixing bolt member of the present invention is used, and the sleeve of the fixing bolt member is covered on the screw shaft of the existing bolt holding the existing exterior material. Fitting, fixing the sleeve and the screw shaft of the existing bolt by pressure bonding, drilling a bolt insertion hole in the overlap material, and inserting the connecting bolt into the bolt insertion hole to fix the overlap material From the above, it is possible to easily fix the connecting bolt to the existing bolt holding the existing exterior material manually without using a dedicated tool, and to use the connection bolt to attach the overlapping tension material to the existing exterior material. Can be easily overlaid.

この場合、重ね張り材の裏面に断熱発泡材層を設け、断熱発泡材層が既設の外装材に当接するように重ね張り材を固定することにより、断熱効果を向上させながら重ね張り材を外装材に安定した状態で重ね張りすることができる。   In this case, a heat insulating foam material layer is provided on the back surface of the laminated material, and the laminated material is fixed so that the heat insulating foam material layer is in contact with the existing exterior material. The material can be overlaid in a stable state.

以下、本発明の重ね張り材の固定用ボルト部材及び重ね張り材の施工方法の実施の形態を、図面に基づいて説明する。   DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments of a fixing bolt member for a laminated material and a method for constructing a laminated material according to the present invention will be described with reference to the drawings.

図1〜図2に、本発明の重ね張り材の固定用ボルト部材の一実施例を示す。
この重ね張り材の固定用ボルト部材は、既設の外装材1を留めている既設ボルト2のねじ軸21に被嵌し、圧着によりねじ軸21に固定される円筒状の金属製のスリーブ3と、スリーブ3の上部に固定された連結用ボルト4とを備えている。
1 to 2 show an embodiment of a bolt member for fixing a laminated material according to the present invention.
The bolt member for fixing the laminated material is fitted on the screw shaft 21 of the existing bolt 2 that holds the existing exterior material 1 and is fixed to the screw shaft 21 by pressure bonding. And a connecting bolt 4 fixed to the upper portion of the sleeve 3.

スリーブ3は、その内径が、既設ボルト2のねじ軸21の外径寸法より若干大きい程度であり、これにより、スリーブ3を既設ボルト2のねじ軸21に挿入した際に、連結用ボルト4が傾くことがなく、スリーブ3や連結用ボルト4を真っ直ぐに連結することができる。
また、スリーブ3は、ビッカース硬さが55〜120の銅、銅合金、アルミニウム合金等の容易に変形可能な金属からなり、圧着端子・スリーブ用の汎用ペンチ状の手動圧着工具で挟み、ハンドルを操作して締め付ける程度で圧着・固定することができる(圧着工具として、油圧、空気圧、電動式のものも使用することができる。)。
なお、スリーブ3には、連結用ボルト4や既設ボルト2の挿入長さを一定にするために、軸方向中央に、突き合わせ用凸部(図示省略)が内側に突設されている。
The sleeve 3 has an inner diameter that is slightly larger than the outer diameter of the screw shaft 21 of the existing bolt 2, so that when the sleeve 3 is inserted into the screw shaft 21 of the existing bolt 2, the connecting bolt 4 is The sleeve 3 and the connecting bolt 4 can be connected straight without inclining.
The sleeve 3 is made of an easily deformable metal such as copper, copper alloy or aluminum alloy having a Vickers hardness of 55 to 120. The sleeve 3 is sandwiched between general-purpose pliers-like manual crimping tools for crimping terminals and sleeves, and the handle is Crimping and fixing can be done by operating and tightening (hydraulic, pneumatic, and electric tools can also be used as crimping tools).
In addition, in order to make the insertion length of the connecting bolt 4 and the existing bolt 2 constant, the protruding portion for abutting (not shown) is provided on the sleeve 3 so as to protrude inward.

連結用ボルト4は、頭部のないねじ軸だけのボルトからなり、本実施例では、スリーブ3とかしめ圧着により固定しているが、溶接や接着、ねじ結合など、その他の公知の手段によって固定することができ、また、最初から一体に形成することもできる。
連結用ボルト4は、メッキを施した鉄やステンレス製のものが好ましく、ボルトへの加工性を考慮すると、ビッカース硬さが、例えば、120より大きいもので、450以下のもの、好ましくは、120より大きいもので、380以下のものを用いるようにする。
連結用ボルト4を上記の硬さにすることにより、スリーブ3と圧着固定するときに、連結用ボルト4のねじの凹凸でスリーブ3の内壁面に凸凹が形成され、より強固に固定することができる。
The connecting bolt 4 is composed of a bolt having only a screw shaft without a head. In this embodiment, the connecting bolt 4 is fixed to the sleeve 3 by caulking, but is fixed by other known means such as welding, adhesion, and screw connection. It can also be formed integrally from the beginning.
The connecting bolt 4 is preferably made of plated iron or stainless steel, and considering the workability to the bolt, the Vickers hardness is, for example, greater than 120 and less than 450, preferably 120 Use a larger one and 380 or less.
When the connecting bolt 4 is made to have the above-mentioned hardness, when the crimping and fixing to the sleeve 3 are performed, unevenness is formed on the inner wall surface of the sleeve 3 due to the unevenness of the screw of the connecting bolt 4 so that the connecting bolt 4 can be fixed more firmly. it can.

本実施例では、連結用ボルト4の先端部41を円錐状に尖らせており、図1(b)や図2に示すように、重ね張り材5を連結用ボルト4に圧接することで、円錐状の先端部41によって重ね張り材5の表面を突出させることができ、その突出点を目安にしてホールソー6等によりボルト挿通孔51を容易に穿孔することができる。
そして、重ね張り材5がポリカーボネートや塩化ビニルなどの合成樹脂製で、その肉厚が薄い場合は、円錐状の先端部41に重ね張り材5の裏面を圧接するだけで、円錐状の先端部41が重ね張り材5を貫通できるため施工の手間を大幅に省くことができる。
ここで、円錐状の先端部41は、本実施例のものにおいては、連結用ボルト4の先端が全面で円錐状に尖った形状にしているが、この場合、重ね張り材5を圧接した時に先端部41が重ね張り材5を貫通して貫通孔の周囲にクラックを生じることがある。
このため、図3に示す変形実施例のように、先端部に設けた円錐状の先端部の周囲に平坦部41aを設けることで、この平坦部41aが貫通防止面となって先端部41が重ね張り材5を完全に貫通してしまうことがなくなり、クラックの発生を防止することができる。なお、この変形実施例においては、連結用ボルト4は、スリーブ3とねじ結合によって固定するようにしている。
また、連結用ボルト4の先端部41の尖鋭さは、怪我をしない程度に先端が丸まっていることが好ましい。
また、この連結用ボルト4の先端部41は、施工後に、袋ナットで被覆したり、切除するようにしてもよい。さらに、尖鋭な先端部41は、別体として連結用ボルト4に螺合しておく等、着脱が可能な構成にしてもよい。
In the present embodiment, the tip 41 of the connecting bolt 4 is sharpened in a conical shape, and as shown in FIGS. 1B and 2, by pressing the overlapping tension material 5 against the connecting bolt 4, The surface of the laminated material 5 can be protruded by the conical tip 41, and the bolt insertion hole 51 can be easily drilled by the hole saw 6 or the like with the protruding point as a guide.
If the laminated material 5 is made of a synthetic resin such as polycarbonate or vinyl chloride and its thickness is thin, the conical tip portion can be obtained simply by pressing the back surface of the laminated material 5 to the conical tip portion 41. Since 41 can penetrate the laminated material 5, the labor of construction can be saved greatly.
Here, the conical tip 41 has a conical shape with the tip of the connecting bolt 4 sharpened over the entire surface in this embodiment. The distal end portion 41 may penetrate the overlapped material 5 and cause a crack around the through hole.
Therefore, as in the modified embodiment shown in FIG. 3, by providing the flat portion 41a around the conical tip portion provided at the tip portion, the flat portion 41a serves as a penetration preventing surface and the tip portion 41 It is no longer possible to completely penetrate the laminated material 5, and the occurrence of cracks can be prevented. In this modified embodiment, the connecting bolt 4 is fixed to the sleeve 3 by screw connection.
In addition, the sharpness of the tip 41 of the connecting bolt 4 is preferably rounded so as not to be injured.
Moreover, you may make it the front-end | tip part 41 of this connection bolt 4 coat | cover with a cap nut after construction, or may cut off. Further, the sharp tip portion 41 may be configured to be detachable, such as being screwed to the connecting bolt 4 as a separate body.

次に、図1〜図2を参照して、本発明の重ね張り材の施工方法の実施例を説明する。
この重ね張り材の施工方法は、上記実施例の固定用ボルト部材を用い、既設の外装材1を留めている既設ボルト2のねじ軸21に、前記固定用ボルト部材のスリーブ3を被嵌し、スリーブ3と既設ボルト2のねじ軸21とを圧着により固定するとともに、重ね張り材5にボルト挿通孔51を穿設し、ボルト挿通孔51に連結用ボルト4を挿入して重ね張り材5を固定する。
Next, with reference to FIGS. 1-2, the Example of the construction method of the laminated material of this invention is described.
This method of applying the lining material uses the fixing bolt member of the above embodiment, and the sleeve 3 of the fixing bolt member is fitted onto the screw shaft 21 of the existing bolt 2 that holds the existing exterior material 1. The sleeve 3 and the screw shaft 21 of the existing bolt 2 are fixed by pressure bonding, the bolt insertion hole 51 is formed in the overlap tension member 5, and the connecting bolt 4 is inserted into the bolt insertion hole 51 to overlap the tension member 5. To fix.

外装材1や重ね張り材5は、屋根や外壁を含み、波板や折板、その他の外装用板材からなる。
重ね張り材5は、金属製や合成樹脂製のものを用いることができるが、防錆性、施工性や軽量性の点で、ポリカーボネートや塩化ビニルなどの合成樹脂製のものが好適である。
この場合、重ね張り材5は通常は単体で固定するが、重ね張り材5の裏面に発泡ポリスチレン、発泡ポリオレフィン、発泡ウレタン等の断熱発泡材層52を設け、断熱発泡材層52が既設の外装材1に当接するように重ね張り材5を固定することもできる。
The exterior material 1 and the laminated material 5 include a roof and an outer wall, and are made of corrugated plates, folded plates, and other exterior plate materials.
The laminated material 5 may be made of metal or synthetic resin, but is preferably made of synthetic resin such as polycarbonate or vinyl chloride in terms of rust prevention, workability, and light weight.
In this case, the laminated material 5 is usually fixed alone, but a heat insulating foam material layer 52 such as foamed polystyrene, foamed polyolefin, or urethane foam is provided on the back surface of the laminated material 5, and the heat insulating foam material layer 52 is provided on the existing exterior. The laminated material 5 can also be fixed so as to contact the material 1.

既設の外装材1は、本実施例では、フックボルトを既設ボルト2として、ワッシャ22とナット23により固定されている。
このような既設ボルト2に長い突出部がある場合は、図1(a)に示すように、クリッパー61等でカットし、突出長さを揃えることが好ましく、例えば、ナット23からの突出長さを10mm程度にしておくことができる。
In the present embodiment, the existing exterior material 1 is fixed by a washer 22 and a nut 23 with a hook bolt as an existing bolt 2.
In the case where such an existing bolt 2 has a long protruding portion, it is preferable to cut it with a clipper 61 or the like as shown in FIG. 1A to make the protruding length uniform, for example, the protruding length from the nut 23 Can be about 10 mm.

このように長さを揃えた既設ボルト2に、固定用ボルト部材のスリーブ3を被嵌し、スリーブ3と既設ボルト2のねじ軸21とをかしめ圧着により固定する。
この場合、圧着による連結強度は、耐風性等を考慮して2kN以上が好ましいが、上記方法で圧着した場合の連結強度は、4.8kN、4.3kN、3.6kNであり、充分な強度を有していた。
そして、重ね張り材5にボルト挿通孔51を穿設し、ボルト挿通孔51に連結用ボルト4を挿入し、止水用パッキン42や波板の押さえ金具43、ワッシャ44等を介してナット45により重ね張り材5を固定する。
Thus, the fixing bolt member sleeve 3 is fitted on the existing bolt 2 having the same length, and the sleeve 3 and the screw shaft 21 of the existing bolt 2 are fixed by crimping.
In this case, the connection strength by pressure bonding is preferably 2 kN or more in consideration of wind resistance and the like, but the connection strength in the case of pressure bonding by the above method is 4.8 kN, 4.3 kN, 3.6 kN, which is sufficient strength. Had.
Then, a bolt insertion hole 51 is formed in the laminated material 5, the connecting bolt 4 is inserted into the bolt insertion hole 51, and a nut 45 is interposed via a water stop packing 42, a corrugated plate holding metal 43, a washer 44, and the like. The laminated material 5 is fixed by the above.

また、図2に示すように、波板からなる重ね張り材5を保護するため、スリーブ3の上端に、一体又は別体に、ドーム状の裏あて部材7を設けることもできる。
この裏あて部材7は、ナット45の過剰な締付圧による破損から合成樹脂製の波板を保護するとともに、大きめのボルト挿通孔51内に食込んだ止水用パッキン42を支持するので、止水用パッキン42の破損防止と、潰し圧の逃げ防止による止水性の向上とを図ることができる。
In addition, as shown in FIG. 2, a dome-shaped backing member 7 can be provided integrally or separately on the upper end of the sleeve 3 in order to protect the laminated material 5 made of corrugated sheets.
The backing member 7 protects the corrugated plate made of synthetic resin from damage due to excessive tightening pressure of the nut 45 and supports the water-stopping packing 42 that has bitten into the large bolt insertion hole 51. It is possible to prevent damage to the water-stopping packing 42 and improve water-stopping performance by preventing the crushing pressure from escaping.

かくして、本実施例の既設の外装材1を留めている既設ボルト2のねじ軸21に被嵌し、圧着によりねじ軸21に固定される円筒状の金属製のスリーブ3と、スリーブ3の上部に固定された連結用ボルト4とを備えることから、既設ボルト2のねじ軸21にスリーブ3を被せてかしめることにより、ねじ軸21のねじの凹凸でスリーブ3の内壁面に凹凸を形成し、これらの嵌合によりスリーブ3を既設ボルト2に強固に固定することができ、また、円筒状の金属製のスリーブ3を円柱状のねじ軸21に圧着することから、スリーブ3は、汎用の圧着端子・スリーブ用の手動圧着工具で挟んで締め付ける程度で圧着・固定することができる。   Thus, a cylindrical metal sleeve 3 that fits on the screw shaft 21 of the existing bolt 2 that holds the existing exterior material 1 of the present embodiment and is fixed to the screw shaft 21 by pressure bonding, and an upper portion of the sleeve 3. Since the sleeve 3 is covered with the screw shaft 21 of the existing bolt 2 and caulked, the concavity and convexity of the screw 3 of the screw shaft 21 are formed on the inner wall surface of the sleeve 3. The sleeve 3 can be firmly fixed to the existing bolt 2 by these fittings, and the cylindrical metal sleeve 3 is pressure-bonded to the cylindrical screw shaft 21. Crimping and fixing can be done by clamping with a manual crimping tool for crimping terminals and sleeves.

この場合、スリーブ3に、ビッカース硬さが55〜120の金属からなる円筒状のスリーブ3を用いることにより、ねじ軸21のねじの凹凸で容易にスリーブ内壁面に凹凸を形成するとともに、スリーブ3のかしめ固定をより小さな力で行うことができる。   In this case, by using the cylindrical sleeve 3 made of a metal having a Vickers hardness of 55 to 120 as the sleeve 3, unevenness is easily formed on the inner wall surface of the sleeve by the unevenness of the screw of the screw shaft 21, and the sleeve 3 Caulking can be fixed with a smaller force.

また、連結用ボルト4の先端部41を円錐状に尖らせることにより、重ね張り材5を連結用ボルト4に圧接することで、円錐状の先端部41によって重ね張り材5の表面を突出させることができ、その突出点を目安にしてボルト挿通孔51を容易に穿孔することができる。   Further, by sharpening the tip 41 of the connecting bolt 4 in a conical shape, the surface of the overlapped material 5 is projected by the conical tip 41 by pressing the overlapped material 5 against the connecting bolt 4. The bolt insertion hole 51 can be easily drilled using the protruding point as a guide.

一方、本実施例の重ね張り材の施工方法によれば、上記本実施例の固定用ボルト部材を用い、既設の外装材1を留めている既設ボルト2のねじ軸21に、前記固定用ボルト部材のスリーブ3を被嵌し、スリーブ3と既設ボルト2のねじ軸21とを圧着により固定するとともに、重ね張り材5にボルト挿通孔51を穿設し、ボルト挿通孔51に連結用ボルト4を挿入して重ね張り材5を固定することから、既設の外装材1を留めている既設ボルト2に、連結用ボルト4を専用の工具を用いることなく手動で容易に固定するとともに、連結用ボルト4を使用して、重ね張り材5を既設の外装材1に容易に重ね張りすることができる。   On the other hand, according to the construction method of the overlapped material of the present embodiment, the fixing bolt is fixed to the screw shaft 21 of the existing bolt 2 that holds the existing exterior material 1 using the fixing bolt member of the present embodiment. The sleeve 3 of the member is fitted, the sleeve 3 and the screw shaft 21 of the existing bolt 2 are fixed by pressure bonding, a bolt insertion hole 51 is drilled in the overlap tension material 5, and the connecting bolt 4 is inserted into the bolt insertion hole 51. Is fixed to the existing bolt 2 that fastens the existing exterior material 1, and the connecting bolt 4 is easily fixed manually without using a dedicated tool. Using the bolts 4, the overlapping material 5 can be easily overlapped on the existing exterior material 1.

この場合、重ね張り材5の裏面に断熱発泡材層52を設け、断熱発泡材層52が既設の外装材1に当接するように重ね張り材5を固定することにより、断熱効果を向上させながら重ね張り材5を外装材1に安定した状態で重ね張りすることができる。   In this case, while providing the heat insulating foam material layer 52 on the back surface of the laminate material 5 and fixing the laminate material 5 so that the heat insulation foam material layer 52 is in contact with the existing exterior material 1, the heat insulation effect is improved. The laminated material 5 can be laminated on the exterior material 1 in a stable state.

以上、本発明の重ね張り材の固定用ボルト部材及び重ね張り材の施工方法について、その実施例に基づいて説明したが、本発明は上記実施例に記載した構成に限定されるものではなく、その趣旨を逸脱しない範囲において適宜その構成を変更することができる。   As mentioned above, although it demonstrated based on the Example about the bolt member for fixation of the overlap material of the present invention, and the construction method of the overlap material, the present invention is not limited to the composition described in the above-mentioned example, The configuration can be changed as appropriate without departing from the spirit of the invention.

本発明の重ね張り材の固定用ボルト部材及び重ね張り材の施工方法は、既設の外装材を留めている既設ボルトに、連結用ボルトを専用の工具を用いることなく手動で容易に固定することができるという特性を有していることから、重ね張り材の施工に広く好適に用いることができる。   The bolting member for fixing the laminated material and the method for constructing the laminated material according to the present invention can easily fix the connecting bolt manually to the existing bolt holding the existing exterior material without using a dedicated tool. Since it has the characteristic that it can be used, it can be used widely and suitably for the construction of the laminated material.

本発明の重ね張り材の固定用ボルト部材及び重ね張り材の施工方法の一実施例を示す施工工程図である。It is a construction process figure which shows one Example of the construction method of the bolt member for fixation of the laminated material of this invention, and a laminated material. 同拡大断面図である。It is the same expanded sectional view. スリーブ及び連結用ボルトの変形実施例を示し、(a)はスリーブと連結用ボルトをねじ結合した状態の説明図、(b)はスリーブの説明図である。The modified example of a sleeve and a connecting bolt is shown, (a) is explanatory drawing of the state which screw-coupled the sleeve and connecting bolt, (b) is explanatory drawing of a sleeve.

符号の説明Explanation of symbols

1 既設の外装材
2 既設ボルト
21 ねじ軸
22 ワッシャ
23 ナット
3 スリーブ
4 連結用ボルト
41 先端部
42 止水用パッキン
43 波板の押さえ金具
44 ワッシャ
45 ナット
5 重ね張り材
51 ボルト挿通孔
52 断熱発泡材層
6 ホールソー
61 クリッパー
7 裏あて部材
DESCRIPTION OF SYMBOLS 1 Existing exterior material 2 Existing bolt 21 Screw shaft 22 Washer 23 Nut 3 Sleeve 4 Coupling bolt 41 Tip part 42 Sealing seal 43 Corrugated sheet holding metal 44 Washer 45 Nut 5 Overlay material 51 Bolt insertion hole 52 Thermal insulation foam Material layer 6 Hole saw 61 Clipper 7 Backing member

Claims (4)

既設の外装材を留めている既設ボルトのねじ軸に被嵌し、圧着により該ねじ軸に固定されるビッカース硬さが55〜120の金属からなる円筒状のスリーブと、該スリーブの上部に固定された連結用ボルトとを備えたことを特徴とする重ね張り材の固定用ボルト部材。   A cylindrical sleeve made of a metal having a Vickers hardness of 55 to 120, which is fitted on the screw shaft of an existing bolt that holds an existing exterior material, and is fixed to the screw shaft by crimping, and fixed to the upper portion of the sleeve A bolt member for fixing a laminated material, characterized in that the fixing bolt member is provided. 連結用ボルトの先端部を円錐状に尖らせたことを特徴とする請求項1記載の重ね張り材の固定用ボルト部材。   The bolt member for fixing a laminated material according to claim 1, wherein the tip of the connecting bolt is sharpened conically. 請求項1又は2記載の固定用ボルト部材を用い、既設の外装材を留めている既設ボルトのねじ軸に、前記固定用ボルト部材のスリーブを被嵌し、該スリーブと既設ボルトのねじ軸とを圧着により固定するとともに、重ね張り材にボルト挿通孔を穿設し、該ボルト挿通孔に連結用ボルトを挿入して重ね張り材を固定することを特徴とする重ね張り材の施工方法。   A fixing bolt member according to claim 1 or 2, wherein a sleeve of the fixing bolt member is fitted on a screw shaft of an existing bolt holding an existing exterior member, and the sleeve and the screw shaft of the existing bolt Is fixed by crimping, a bolt insertion hole is drilled in the overlap material, and a connection bolt is inserted into the bolt insertion hole to fix the overlap material. 重ね張り材の裏面に断熱発泡材層を設け、断熱発泡材層が既設の外装材に当接するように重ね張り材を固定することを特徴とする請求項3記載の重ね張り材の施工方法。   4. The method for constructing a laminate material according to claim 3, wherein a heat insulation foam material layer is provided on the back surface of the laminate material, and the laminate material is fixed so that the heat insulation foam material layer contacts an existing exterior material.
JP2008180112A 2008-07-10 2008-07-10 Bolt member for fixing lap-stuck material, and construction method for lap-stuck material Pending JP2010018995A (en)

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JP2008180112A JP2010018995A (en) 2008-07-10 2008-07-10 Bolt member for fixing lap-stuck material, and construction method for lap-stuck material

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Application Number Priority Date Filing Date Title
JP2008180112A JP2010018995A (en) 2008-07-10 2008-07-10 Bolt member for fixing lap-stuck material, and construction method for lap-stuck material

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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5844320U (en) * 1981-09-17 1983-03-25 株式会社那須板金工業 Telescopic structure of buildings
JPS6315421B2 (en) * 1982-02-17 1988-04-05 Kobe Steel Ltd
JPH06146484A (en) * 1992-11-11 1994-05-27 Daido Steel Sheet Corp Slate roof re-slating structure
JPH06330592A (en) * 1993-05-25 1994-11-29 Nippon Project Kk Joining method for reinforcement, and sleeve therefor
JPH1122113A (en) * 1997-06-30 1999-01-26 Ube Board Kk Method of repair construction of roof or exterior wall
JP2004346634A (en) * 2003-05-22 2004-12-09 Orimoto Takumi Kozo Sekkei Kenkyusho:Kk Join structure of beam steel member and column reinforcement

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5844320U (en) * 1981-09-17 1983-03-25 株式会社那須板金工業 Telescopic structure of buildings
JPS6315421B2 (en) * 1982-02-17 1988-04-05 Kobe Steel Ltd
JPH06146484A (en) * 1992-11-11 1994-05-27 Daido Steel Sheet Corp Slate roof re-slating structure
JPH06330592A (en) * 1993-05-25 1994-11-29 Nippon Project Kk Joining method for reinforcement, and sleeve therefor
JPH1122113A (en) * 1997-06-30 1999-01-26 Ube Board Kk Method of repair construction of roof or exterior wall
JP2004346634A (en) * 2003-05-22 2004-12-09 Orimoto Takumi Kozo Sekkei Kenkyusho:Kk Join structure of beam steel member and column reinforcement

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