JP2006070600A - Vertical-joint joiner and joint construction method using the joiner - Google Patents

Vertical-joint joiner and joint construction method using the joiner Download PDF

Info

Publication number
JP2006070600A
JP2006070600A JP2004256543A JP2004256543A JP2006070600A JP 2006070600 A JP2006070600 A JP 2006070600A JP 2004256543 A JP2004256543 A JP 2004256543A JP 2004256543 A JP2004256543 A JP 2004256543A JP 2006070600 A JP2006070600 A JP 2006070600A
Authority
JP
Japan
Prior art keywords
joint
joiner
width
panel
hole
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2004256543A
Other languages
Japanese (ja)
Inventor
Shinji Shirai
信二 白井
Masakazu Oki
昌和 沖
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Resonac Kenzai Corp
Original Assignee
Showa Denko Kenzai KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Showa Denko Kenzai KK filed Critical Showa Denko Kenzai KK
Priority to JP2004256543A priority Critical patent/JP2006070600A/en
Publication of JP2006070600A publication Critical patent/JP2006070600A/en
Pending legal-status Critical Current

Links

Landscapes

  • Building Environments (AREA)
  • Finishing Walls (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a vertical-joint joiner for preventing a through-hole of a hollow external facing panel from being completely sealed by a sealing material, when constituting an outer wall by horizontally sticking the architectural hollow external facing panel having the through-hole parallel to the longitudinal direction. <P>SOLUTION: As the vertical-joint joiner for the hollow external facing panel, the vertical-joint joiner is formed by sticking a soft elastic body for setting the height of the whole vertical-joint joiner to 1/4 to 3/4 of the panel through-hole, setting a width of a part corresponding to the through-hole wider by 0.5 to 6 mm than a joint width and setting a width of a part corresponding to a panel plate material part in the same as or to - 5 mm of the joint width on a projection strip of the joiner, or as the vertical-joint joiner for the hollow external facing panel, the vertical-joint joiner is the soft elastic body for setting the height up to 1/4 to 3/4 of the panel through-hole, setting a width of a part corresponding to the through-hole wider by 0.5 to 6 mm than a joint width and setting a width of a part corresponding to a part below from the panel plate material part in the same as the joint width or to - 5 mm. The joint construction method of the hollow external facing panel uses the vertical-joint joiner. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は長手方向に平行な貫通孔を有する建築用中空外装パネルを横張りして外壁を構成した場合、隣接する中空外装パネルの端面間に形成される縦目地部に後施工されるシーリング材によって中空外装パネルの貫通孔が完全に封止されるのを防止する縦目地ジョイナー及びそれを用いた目地施工方法に関する。   In the present invention, when a building exterior wall having a through hole parallel to the longitudinal direction is horizontally stretched to form an outer wall, a sealing material is subsequently applied to a vertical joint formed between end faces of adjacent hollow exterior panels. The present invention relates to a vertical joint joiner that prevents the through-hole of a hollow exterior panel from being completely sealed by the above-mentioned method and a joint construction method using the same.

住宅などの建物の外壁を窯業系パネル、例えば乾式の中空外装パネルで構成しようとする場合、規格寸法のパネルを横張りして接合し、長手方向は端面同士を突き合わせた状態で接合される。この場合外装材の熱による伸縮や経年あるいは地震などによる寸法変化を考慮して、左右の端面部の間には10mm程度の隙間(縦目地部)を設けて留め付けるのが普通であり、そして該縦目地部部分から雨水が浸入するのを防ぐために、通常弾性を有する材料からなるシーリング材が充填される。
シーリング材としては、変成シリコーン系、ポリサルファイド系、ポリウレタン系、アクリル系、ブチルゴム系などの材料が多く用いられており、施工後の建築板の伸縮による隙間(目地幅)の変化をシーリング材の弾性変形により吸収して追従し、シーリング材の切れや剥離などにより縦目地の密封破壊が生じるのを防止している。
When it is going to comprise the outer wall of buildings, such as a house, with a ceramic industry panel, for example, a dry-type hollow exterior panel, the panel of a standard dimension is stretched and joined, and the longitudinal direction is joined in the state where the end faces were abutted. In this case, in consideration of expansion / contraction due to heat of the exterior material, aging, or dimensional changes due to earthquakes, it is usual to provide a gap (vertical joint) of about 10 mm between the left and right end face parts, and In order to prevent rainwater from entering from the vertical joint portion, a sealing material made of a material having elasticity is usually filled.
Many materials such as modified silicones, polysulfides, polyurethanes, acrylics, and butyl rubbers are used as the sealing material. The change in the gap (joint width) due to the expansion and contraction of the building board after construction is considered to be the elasticity of the sealing material. It absorbs and follows by deformation and prevents the seal breakage of the vertical joint due to cutting or peeling of the sealing material.

ところで、縦目地部に充填されるシーリング材は、充填された状態において左右両側に配される中空外装パネルの端面(相対する接着面)のみが接着状態となり、それ以外の接触面は非接着の状態の場合に当該中空外装パネルの伸縮に対して高い追従性を示す。このためハットジョイナーの凸条の表面領域にボンドブレーカと呼ばれるシーリング材に対して接着性のないテープを接着することが行われる。ボンドブレーカとしては、紙や布などの表面に撥水処理をした撥水性テープ(特許文献1)、剥離紙(特許文献2)、表面処理を施すことにより表面粗さを小さくして表面が光沢のある平滑なものとされた樹脂テープ(特許文献3)など、種々のものが提案されている。   By the way, as for the sealing material filled in the vertical joint, only the end surfaces (opposite bonding surfaces) of the hollow exterior panels disposed on the left and right sides in the filled state are bonded, and the other contact surfaces are not bonded. In the case of a state, it shows high followability with respect to expansion and contraction of the hollow exterior panel. For this reason, a non-adhesive tape is bonded to a sealing material called a bond breaker on the surface area of the ridge of the hat joiner. Bond breakers include water-repellent tape (Patent Document 1), release paper (Patent Document 2), and surface treatment to reduce the surface roughness and make the surface glossy. Various types such as a smooth and smooth resin tape (Patent Document 3) have been proposed.

上記のように縦目地の裏側に縦目地ジョイナーをセットし、該凸条部分と両側の中空外装パネルで形成される目地空間にその表面からシーリング材を注入して目地を封止する。縦目地シールはパネル貫通孔に接することになるが、縦目地にシール材を充填しへらなどで押さえて目地間を気密性、水密性のあるシールをすることが必要である。シーリング材は施工した後1〜2日で溶剤の揮発、重合反応の進行などにより弾力性のある物質になるが、施工時は極めて軟質であって流動性があり、僅かの圧力変動にも容易に変形する。このため施工に際し、多くの場合シーリング材は中空外装パネルの貫通孔の中にまで押し込まれ、貫通孔の両端部を完全に封止してしまうのでこれを避けなければならない。従って貫通孔の封止をせずに目地のみを気密性、水密性を確保するにはシーリング材のへらの押さえ方は技能、経験が必要であり、施工上技能、経験を必要とする作業となっている。   As described above, the vertical joint joiner is set on the back side of the vertical joint, and the joint is sealed by injecting a sealing material from the surface into the joint space formed by the protruding portion and the hollow exterior panels on both sides. The vertical joint seal is in contact with the panel through-hole, but it is necessary to fill the vertical joint with a sealing material and hold it with a spatula or the like to provide a tight and watertight seal between the joints. The sealing material becomes elastic material due to the volatilization of the solvent and the progress of the polymerization reaction in 1 to 2 days after construction, but it is extremely soft and fluid at the time of construction, and it is easy even for slight pressure fluctuations Transforms into For this reason, in the case of construction, in many cases, the sealing material is pushed into the through hole of the hollow exterior panel, and both ends of the through hole are completely sealed. Therefore, in order to ensure airtightness and watertightness only in the joints without sealing the through-holes, pressing the spatula of the sealing material requires skill and experience, and work that requires skill and experience in construction. It has become.

貫通孔を封止したとき、中空外装パネル貫通孔内部に封入された空気は気温の上昇や日射による中空外装パネルの温度上昇に伴って膨張し、未硬化の軟質のシーリング材を押出して膨れ、外観上の欠点になったり、時には貫通孔内の空気の温度が上昇して膨張しシーリング材を内部より押し破って目地の防水機能を喪失せしめる危険がある。このためシーリング材の施工は温度変化の少ない時間帯にすることが必要とされていた。一旦シール材が穴などが出来たときは、水密性が失われるだけでなく、単なるシーリング材の膨れであっても外観上建物の商品価値を著しく減殺してしまうので、この防止法として、中空外装パネルの貫通孔の形状の変更、例えばひょうたん型にするとか2段式にする方法などの幾つかの提案がなされている。
しかし、係る変更はコストアップや、重量の増加などが避けられず、また貫通孔の寸法とシーリング材の打ち込み深さを担保するための縦目地ジョイナーの寸法との相互関係においては効果が発揮できない場合も多く、完全な解決を与えていなかった。
When the through-hole is sealed, the air enclosed in the hollow exterior panel through-hole expands as the temperature of the hollow exterior panel rises due to temperature rise or solar radiation, and expands by extruding an uncured soft sealing material, There is a risk that it may become a defect in appearance, sometimes the temperature of the air in the through hole rises and expands, and the sealing material is pushed from the inside to lose the waterproof function of the joint. For this reason, it was necessary to install the sealing material in a time zone with little temperature change. Once a hole has been made in the seal material, not only watertightness is lost, but even the simple expansion of the seal material significantly reduces the commercial value of the building. Some proposals have been made, such as changing the shape of the through hole of the exterior panel, for example, a gourd type or a two-stage method.
However, such changes are inevitable in terms of cost increase and weight increase, and are not effective in the interrelationship between the dimensions of the through holes and the dimensions of the longitudinal jointer to ensure the depth of the sealing material. In many cases, it did not give a complete solution.

またこの防止策として、ハットジョイナーの凸部表面に目地幅より広幅の、両端面が房状のシートを貼付した中空外装パネル縦目地ジョイナーを使用する提案(特許文献4)がなされている。この縦目地ジョイナーは上記の問題の多くを解決した。しかし中空外装パネルを端面房状のシート面に沿って挿入施工出来るときは良いが、該端面房状シートの上面からパネルを差し込む必要があるときなどにおいては端面房状のシートがパネルの下面に押さえ込まれ、端面房状にしたシートはパネルの下面になって貫通孔をカバーすることが出来ず、シーリング材は中空外装パネルの貫通孔の中にまで押し込まれ、貫通孔の両端部を封止してしまうことがあり、このため施工方法に制限を受けていた。
また端面房状シートの作製、ハットジョイナーへの貼付など、縦目地ジョイナー作製面においてもコストダウンが困難なことが多かった。
Further, as a preventive measure, a proposal has been made to use a hollow exterior panel vertical joint joiner in which a sheet having a tuft-like shape at both ends is pasted on the convex surface of the hat joiner (Patent Document 4). This vertical jointer solved many of the above problems. However, it is good when the hollow exterior panel can be inserted along the end face tufted sheet surface, but when it is necessary to insert the panel from the upper face of the end face tufted sheet, the end face tufted sheet is placed on the lower surface of the panel. The sheet that has been pressed into the end face tufted shape becomes the lower surface of the panel and cannot cover the through hole, and the sealing material is pushed into the through hole of the hollow exterior panel to seal both ends of the through hole For this reason, the construction method was limited.
In addition, it has often been difficult to reduce costs in terms of longitudinal joint joiner production, such as production of end face tufted sheets and sticking to hat joiners.

実開昭62−22248号公報Japanese Utility Model Publication No. 62-22248 実開平04−134306号公報Japanese Utility Model Publication No. 04-134306 特開平11−36553号公報JP 11-36553 A 特開2004−84200号公報JP 2004-84200 A

本発明は、製作が容易で安価であり、かつ中空外装パネルの施工方法及び施工時期に制限を受けることなく、縦目地ジョイナー端面を中空外装パネルの貫通孔の中に入れ込むことが容易であり、この結果シーリング材施工においてパネルの貫通孔を完全に封止することなく外気との空気通路を確保できるため、気温の上昇などにより膨張した空気が注入直後のシーリング材を内部から押し上げ、膨らませることにより建物の外観を著しく損なうことを確実に防止することを可能とした縦目地ジョイナー、並びにそれを使用した中空外装パネルの横張り目地施工方法の提供を目的とする。   The present invention is easy and inexpensive to manufacture, and it is easy to insert the end face of a vertical jointer into the through hole of the hollow exterior panel without being restricted by the construction method and timing of the hollow exterior panel. As a result, it is possible to secure an air passage with the outside air without completely sealing the through-hole of the panel in the sealing material construction, so that the air expanded due to the rise in temperature pushes the sealing material immediately after injection from the inside and inflates it Accordingly, it is an object of the present invention to provide a vertical jointer that can surely prevent the appearance of a building from being significantly damaged, and a horizontal jointing method for a hollow exterior panel using the same.

本発明は、
[1] 中空外装パネル用の縦目地ジョイナーとして、ハットジョイナーの凸条の上に、縦目地ジョイナー全体の高さがパネル貫通孔の1/4〜3/4であって、且つ貫通孔に対応する部分の幅が目地幅より0.5〜6mm広く、パネル板材部に対応する部分の幅が目地幅と同じないし−5mmの軟質弾性体(以下「貼付タイプ材」ということもある。)を貼付したことを特徴とする縦目地ジョイナー、
[2] ハットジョイナーの凸条の上に、高さがパネル貫通孔の1/4〜3/4であり、断面の鋭角部幅が中空外装パネルの目地幅より0.5〜6mm広く、鈍角部幅が目地幅と同じないし−5mmとした逆台形の貼付タイプ材を貼付した上記[1]に記載の縦目地ジョイナー、
The present invention
[1] As a vertical joint joiner for hollow exterior panels, the height of the entire vertical joint joiner is 1/4 to 3/4 of the panel through hole on the ridge of the hat joiner and corresponds to the through hole. A soft elastic body (hereinafter also referred to as “paste type material”) having a width of 0.5 to 6 mm wider than the joint width and a width of the portion corresponding to the panel plate material portion being the same as the joint width or −5 mm. Longitudinal jointer, characterized by sticking
[2] On the ridge of the hat joiner, the height is 1/4 to 3/4 of the panel through hole, the acute angle width of the cross section is 0.5 to 6 mm wider than the joint width of the hollow exterior panel, and the obtuse angle The vertical joint joiner according to the above [1], in which an inverted trapezoidal sticking type material having a part width equal to the joint width or -5 mm is pasted,

[3] 中空外装パネル用の縦目地ジョイナーとして、高さがパネル貫通孔の1/4〜3/4まであり、貫通孔に対応する部分の幅が目地幅より0.5〜6mm広く、パネル板材部から以下の部分に対応する部分の幅が目地幅と同じないし−5mmとした軟質弾性体(以下「独立タイプ材」ということもある。)である縦目地ジョイナー。
[4] 高さが中空外装パネル縦目地のパネル貫通孔の1/4〜3/4あり、断面の鋭角部幅が中空外装パネルの目地幅より0.5〜6mm広く、鈍角部幅が目地幅と同じないし−5mmとした逆台形の独立タイプ材である上記[3]に記載の縦目地ジョイナー、
[3] As a vertical joint joiner for a hollow exterior panel, the height is 1/4 to 3/4 of the panel through hole, and the width corresponding to the through hole is 0.5 to 6 mm wider than the joint width. A vertical joint joiner which is a soft elastic body (hereinafter also referred to as “independent type material”) having a width corresponding to the following part from the plate part to the joint width or -5 mm.
[4] The height is 1/4 to 3/4 of the panel through-hole of the hollow exterior panel vertical joint, the acute angle width of the cross section is 0.5 to 6 mm wider than the joint width of the hollow exterior panel, and the obtuse angle width is the joint. The vertical joint joiner according to the above [3], which is an inverted trapezoidal independent type material having the same width or -5 mm.

[5] 軟質弾性体のシーリング材と接する面を剥離剤で表面処理した上記[1]〜[4]のいずれかに記載の中空外装パネル縦目地ジョイナー、
[6] 軟質弾性体のシーリング材と接する面に、ボンドブレーカーテープを貼付した上記[1]〜[4]のいずれかに記載の中空外装パネル縦目地ジョイナー、
[7] 軟質弾性体が発泡したポリエチレン、ポリプロピレンもしくはフッ素系樹脂ゴムまたはゴムである上記[1]〜[6]のいずれかに記載の中空外装パネル縦目地ジョイナー、
[5] The hollow exterior panel vertical joint joiner according to any one of the above [1] to [4], wherein a surface of the soft elastic body in contact with the sealing material is surface-treated with a release agent.
[6] The hollow exterior panel vertical joint joiner according to any one of the above [1] to [4], wherein a bond breaker tape is attached to a surface of the soft elastic body in contact with the sealing material.
[7] The hollow exterior panel vertical joint joiner according to any one of [1] to [6], wherein the soft elastic body is foamed polyethylene, polypropylene, fluororesin rubber, or rubber.

[8] 上記[1]または[2]に記載の中空外装パネル縦目地ジョイナーを使用する中空外装パネルの横張り目地構造の施工方法であって、中空外装パネルの側端面の間に縦目地ジョイナーを挟持し、ジョイナー下辺板部が建築物下地面に直接または留め金具を用いて取付けた後、両側の中空外装パネルの間の縦目地ジョイナー上部空間にシーリング材を圧入するに際し、シーリング材を圧入したときに中空外装パネルの貫通孔が閉塞しないようにジョイナー上部の貼付タイプ材の貫通孔対応部分を中空外装パネルの貫通孔の中に入れ込み、シーリング材を塗布することを特徴とする中空外装パネルの目地施工方法、     [8] A method for constructing a horizontal joint structure of a hollow exterior panel using the hollow exterior panel vertical joint joiner according to [1] or [2], wherein the vertical joint joiner is provided between side end surfaces of the hollow exterior panel. After the joiner bottom plate is attached directly to the building ground surface or using fasteners, press the sealant into the upper jointer upper space between the hollow exterior panels on both sides. The hollow exterior panel is characterized in that a through-hole corresponding portion of the pasting type material on the upper part of the joiner is inserted into the through-hole of the hollow exterior panel and a sealing material is applied so that the through-hole of the hollow exterior panel is not blocked. No joint construction method,

[9] 上記[3]または[4]に記載の中空外装パネル縦目地ジョイナーを使用した中空外装パネルの横張り目地構造であって、中空外装パネルの側端面の間に該縦目地ジョイナーを挟持して両側の中空外装パネルと縦目地ジョイナー上部空間にシーリング材を圧入するに際し、シーリング材を圧入したときに中空外装パネルの貫通孔が閉塞しないように独立タイプ材の貫通孔対応部分を中空外装パネルの貫通孔の中に入れ込んだ後にシーリング材を塗布することを特徴とする中空外装パネルの目地施工方法、及び     [9] A horizontal joint structure of a hollow exterior panel using the hollow exterior panel vertical joint joiner according to [3] or [4], wherein the vertical joint joiner is sandwiched between side end surfaces of the hollow exterior panel. When the sealing material is press-fitted into the hollow exterior panel on both sides and the vertical joint joiner upper space, the through-hole corresponding part of the independent type material is hollowed out so that the through-hole of the hollow exterior panel is not blocked when the sealing material is press-fitted A joint method for jointing a hollow exterior panel, wherein a sealing material is applied after being inserted into the through-hole of the panel, and

[10] 上記[1]〜[4]のいずれかに記載の縦目地ジョイナーを用いて施工した横張り目地構造、を開発することにより上記の課題を解決した。     [10] The problems described above have been solved by developing a horizontal joint structure constructed using the vertical joint joiner according to any one of [1] to [4].

本発明の縦目地ジョイナーは、ハットジョイナーの凸条の上に、縦目地ジョイナー全体の高さがパネル貫通孔の1/4〜3/4であって、且つ貫通孔に対応する部分の幅が目地幅より0.5〜6mm広く、パネル板材部に対応する部分の幅が目地幅と同じないし−5mmの軟質弾性体を貼付した中空外装パネル縦目地ジョイナー、または高さがパネル貫通孔の1/4〜3/4まであり、貫通孔に対応する部分の幅が目地幅より0.5〜6mm広く、パネル板材部から以下の部分に対応する部分の幅が目地幅と同じないし−5mmとした軟質弾性体である縦目地ジョイナーであって、製造が容易であり、コストも安いだけでなく、施工方法、シーリング材の施工時期によることなく確実にシーリング材による貫通孔の封止を防止できる効果を有する。   The vertical joint joiner of the present invention has a vertical joint joiner height of 1/4 to 3/4 of the panel through hole on the ridge of the hat joiner, and the width of the portion corresponding to the through hole is A hollow exterior panel vertical joint joiner with a soft elastic body having a width of 0.5 to 6 mm wider than the joint width and corresponding to the panel plate part or the same width as the joint width or -5 mm, or a height of the panel through-hole 1 / 4 to 3/4, the width of the part corresponding to the through-hole is 0.5 to 6 mm wider than the joint width, and the width of the part corresponding to the following part from the panel board part is the same as the joint width or -5 mm It is a vertical jointer that is a soft elastic body that is easy to manufacture and low in cost, and can reliably prevent sealing of through-holes with a sealing material regardless of the construction method and the timing of the sealing material. Has effect That.

本発明において中空外装パネルとは、図4に示すように長手方向に平行な貫通孔4を有する住宅用の中空外装パネルであり、厚さが約15mm以上の板状のパネル3であり、長手方向に平行な端辺は結合可能な形状を有しているものが多い。この中空外装パネル3は、複数枚並べて(端辺を結合させて)外装材とし建物下地面に直接又は留め金具などにより浮かし張りなどにより固定される。長手方向は外装パネル3の気温や太陽熱による温度変化による伸縮を考慮して目地構造を取る必要がある。これは外装パネルの長さにも依るが、外装パネル3の温度変化による伸縮とシーリング材の弾力性を考慮して目地幅Eは通常幅10mm×深さ10mm程度は必要とされているが、幅6mm×深さ6mm位の縦目地も存在する。   In the present invention, the hollow exterior panel is a hollow exterior panel for housing having through holes 4 parallel to the longitudinal direction as shown in FIG. 4, and is a plate-like panel 3 having a thickness of about 15 mm or more. Many of the edges parallel to the direction have a connectable shape. A plurality of the hollow exterior panels 3 are arranged side by side (by joining the end sides) to form an exterior material, and are fixed to the building foundation surface directly or by lifting or the like with a fastener. In the longitudinal direction, it is necessary to take a joint structure in consideration of expansion and contraction due to the temperature of the exterior panel 3 and temperature change due to solar heat. Although this depends on the length of the exterior panel, the joint width E is usually required to be about 10 mm wide × 10 mm deep considering the elasticity of the exterior panel 3 and the elasticity of the sealing material. There are also vertical joints with a width of 6 mm and a depth of 6 mm.

この縦目地には、裏面からハットジョイナー1が、表面側からシーリング材5が施工される。
本発明における第1の発明における中空外装パネル縦目地ジョイナーに用いるジョイナー(貼付タイプ材を付けていないもの)の断面形状として特に制限はないが、一般に図1に示すハットジョイナー1が好ましい。
これらのハットジョイナー1のシーリング材を充填する側の凸条11の上に、縦目地ジョイナー全体の高さがパネル貫通孔の1/4〜3/4であって、且つ貫通孔に対応する部分の幅が目地幅より0.5〜6mm広く、パネル板材部に対応する部分の幅が目地幅と同じないし−5mmの貼付タイプ材を貼付した縦目地ジョイナー、特に貼付タイプ材が、断面の鋭角部幅21が中空外装パネルの目地幅Eより広幅であり、鈍角部幅22が目地幅と同等またはそれより狭い逆台形の軟質弾性体2を貼付して中空外装パネル縦目地ジョイナーとすることが好ましい。
In this vertical joint, the hat joiner 1 is applied from the back surface, and the sealing material 5 is applied from the front surface side.
Although there is no restriction | limiting in particular as a cross-sectional shape of the joiner (thing which does not attach the sticking type material) used for the hollow exterior panel vertical joint joiner in 1st invention in this invention, Generally the hat joiner 1 shown in FIG. 1 is preferable.
A portion of the hat jointer 1 on the ridge 11 on the side filled with the sealing material, the height of the entire vertical joint joiner being 1/4 to 3/4 of the panel through hole, and corresponding to the through hole The vertical jointer, which has a width of 0.5 to 6 mm wider than the joint width and the width of the part corresponding to the panel plate part is the same as the joint width or -5 mm, and in particular, the pasted type material has an acute angle in cross section. A hollow exterior panel vertical joint joiner may be formed by attaching an inverted trapezoidal soft elastic body 2 whose part width 21 is wider than the joint width E of the hollow exterior panel and whose obtuse angle part width 22 is equal to or narrower than the joint width. preferable.

この縦目地ジョイナーとしては、従来使用されているハットジョイナーなどのジョイナーであって良く、その凸条の上に断面逆台形の軟質弾性体2を貼付する。鋭角21,21同志を結ぶ辺の長さAは目地幅により異なるが、目地幅Eより広いことが必要である。一般的には目地幅Eより0.5〜6mm、好ましくは2〜4mm広いものを用いる。また鈍角22,22同志を結ぶ辺の長さBとしては目地幅Eと同じか若干狭い,例えば0〜−5mm、好ましくは−1〜−4mm程度の逆台形の軟質弾性体2を貼付する。該軟質弾性体2の高さはパネル3の肉厚(貫通孔4のあるところの最も薄い部分の厚み)にもよるが、貫通孔4の口径の下から1/4〜3/4程度の高さになるように調整する。   As this vertical joint joiner, a joiner such as a conventionally used hat joiner may be used, and a soft elastic body 2 having an inverted trapezoidal cross section is stuck on the ridge. The length A of the side connecting the acute angles 21 and 21 differs depending on the joint width, but needs to be wider than the joint width E. In general, a width 0.5 to 6 mm, preferably 2 to 4 mm wider than the joint width E is used. The length B of the side connecting the obtuse angles 22 and 22 is the same as or slightly narrower than the joint width E, for example, 0 to -5 mm, preferably about -1 to -4 mm. The height of the soft elastic body 2 depends on the thickness of the panel 3 (the thickness of the thinnest part where the through hole 4 is present), but is about 1/4 to 3/4 from the bottom of the diameter of the through hole 4. Adjust to height.

軟質弾性体2の材質としては、パネル3を軟質弾性体2を設けた縦目地ジョイナー1の上側から押し込んだときに、軟質弾性体2が容易に変形してパネル3を通過させた後その弾性により貫通孔対応部分が貫通孔部4内に入り込み、貫通孔4の開口度を狭くしてシーリング材の自由な侵入を防止できるものであればその弾力性は制限されない。材質的には発泡したポリエチレン、ポリプロピレンもしくはフッ素系樹脂ゴムあるいはゴムなどの弾性体であれば使用可能である。   As a material of the soft elastic body 2, when the panel 3 is pushed in from the upper side of the vertical joint joiner 1 provided with the soft elastic body 2, the soft elastic body 2 is easily deformed and passed through the panel 3, and then the elasticity thereof. As long as the portion corresponding to the through-hole enters the through-hole portion 4 and the opening degree of the through-hole 4 can be narrowed to prevent free entry of the sealing material, its elasticity is not limited. Any elastic material such as foamed polyethylene, polypropylene, fluororesin rubber or rubber can be used.

本願第2の発明における中空外装パネル縦目地ジョイナー12は、ハットジョイナーを使用せずに、高さがパネル貫通孔の1/4〜3/4まであり、貫通孔に対応する部分の幅が目地幅より0.5〜6mm広く、パネル板材部から以下の部分に対応する部分の幅が目地幅と同じないし−5mmとした独立タイプ材である縦目地ジョイナー、好ましくは断面の鋭角部幅21、21が中空外装パネルの目地幅Eより広幅であり、鈍角部幅22、22が目地幅Eと同等またはそれより狭い逆台形の軟質弾性体12である中空外装パネル縦目地ジョイナーを用いた縦目地ジョイナーを用いることも好ましい。この場合縦目地ジョイナー断面の鋭角部幅21,21同志の距離Cは一般的には目地幅Eより0.5〜5mm、好ましくは1.5〜3mm広いものを用いる。また鈍角22,22同志を結ぶ辺の長さDとしては目地幅Eと同じか若干狭い,例えば0〜−5mm、好ましくは−1〜−3mm程度の逆台形であって、貫通孔4の口径の下から1/4〜3/4程度の高さになるように調整した独立タイプ材12を縦目地ジョイナーとして用いる。   The hollow exterior panel vertical joint joiner 12 in the second invention of this application has a height of 1/4 to 3/4 of the panel through hole without using a hat joiner, and the width of the portion corresponding to the through hole is a joint. Longitudinal jointer that is 0.5 to 6 mm wider than the width and the width of the part corresponding to the following part from the panel plate part is the same as the joint width or -5 mm, preferably the acute angle part width 21 in cross section, A vertical joint using a hollow exterior panel vertical joint joiner 21 is an inverted trapezoidal soft elastic body 12 whose width 21 is wider than the joint width E of the hollow exterior panel and whose obtuse corner widths 22 and 22 are equal to or narrower than the joint width E. It is also preferable to use a joiner. In this case, the distance C between the acute angle widths 21 and 21 of the longitudinal jointer section is generally 0.5 to 5 mm, preferably 1.5 to 3 mm wider than the joint width E. Further, the length D of the side connecting the obtuse angles 22 and 22 is the same as or slightly narrower than the joint width E, for example, an inverted trapezoid of about 0 to -5 mm, preferably about -1 to -3 mm. The independent type material 12 adjusted to have a height of about 1/4 to 3/4 from below is used as a vertical jointer.

独立タイプ材12の材質としては、パネル3を独立タイプ材12を設けた縦目地ジョイナーの上側から押し込んだときに、独立タイプ材12が容易に変形してパネル3を通過させ、その後その弾性により貫通孔対応部分が貫通孔部4内に入り込み、貫通孔4の開口度を狭くしてシーリング材の自由な侵入を防止できるものであればその弾力性は制限されない。材質的には発泡したポリエチレン、ポリプロピレンもしくはフッ素系樹脂ゴムあるいはゴムなどの弾性体であれば使用可能である。   As the material of the independent type material 12, when the panel 3 is pushed from the upper side of the vertical joint joiner provided with the independent type material 12, the independent type material 12 is easily deformed to pass through the panel 3, and thereafter, due to its elasticity. The elasticity is not limited as long as the portion corresponding to the through hole enters the through hole portion 4 and the opening degree of the through hole 4 can be narrowed to prevent free entry of the sealing material. Any elastic material such as foamed polyethylene, polypropylene, fluororesin rubber or rubber can be used.

第1の発明の中空外装パネル縦目地ジョイナーは、硬質のハットジョイナーの上に貼付タイプ材を貼付した物であるため、パネルを取り付ける際にその位置や角度を縦目地ジョイナーを定規として利用することが可能である。
一方、第2の発明の中空外装パネル縦目地ジョイナーは、全体が軟質弾性体からなるため第1の発明の中空外装パネル縦目地ジョイナーより軽量であり、また安価にできる利点がある。
いずれの中空外装パネル縦目地ジョイナーも共に軟質弾性体の形状が長さ方向に同一であるので簡単に押出成形により安価に製造でき、また形状も複雑でないため非接着剤処理も簡単且つ確実に実施可能である。
Since the hollow exterior panel vertical joint joiner of the first invention is a product in which a pasting type material is pasted on a hard hat joiner, use the vertical joint joiner as a ruler when positioning the panel. Is possible.
On the other hand, the hollow exterior panel vertical joint joiner of the second invention is composed of a soft elastic body, so that it is lighter than the hollow exterior panel vertical joint joiner of the first invention and has the advantage of being inexpensive.
Both of the hollow exterior panel vertical joints have the same elastic shape in the length direction, so they can be easily manufactured at low cost by extrusion, and the non-adhesive treatment is easily and reliably performed because the shape is not complicated. Is possible.

ハットジョイナーの凸条部に貼付タイプ材を貼付した中空外装パネル縦目地ジョイナーあるいはハットジョイナーのない独立タイプ材である縦目地ジョイナーを使用するときは、中空外装パネルの貫通孔内にシーリング材の侵入は完全に防止することはできないが、軟質弾性体の貫通孔対応部分が貫通孔に入り込んでもその高さが貫通孔以下であるため貫通孔は完全に封止されることはなく空隙部が残ることになり、中空外装パネルの温度の上昇などがあっても貫通孔内からの膨張空気の逃げ道があるため、シーリング材が未硬化の状態であってもシーリング材の膨れることあるいは吹き出すことは完全に防止できる。   When using a hollow exterior panel vertical joint joiner with a patch type material on the ridge of the hat joiner or a vertical joint joiner that is an independent type material without a hat joiner, the sealing material enters the through hole of the hollow exterior panel. Can not be completely prevented, but even if the portion corresponding to the through hole of the soft elastic body enters the through hole, the height is below the through hole, so the through hole is not completely sealed and a void remains Therefore, even if the temperature of the hollow exterior panel rises, there is an escape route for the expanded air from the inside of the through hole, so that the sealing material is completely expanded or blown out even when the sealing material is uncured. Can be prevented.

本発明の縦目地ジョイナーを使用した中空外装パネルの横張り目地構造によれば、貫通孔と縦目地ジョイナーの間に空気の流通可能な通路が形成され、また目地内部には中空外装パネルの側端面と縦目地ジョイナーとの間に目地部の上下方向に貫通して上方及び下方に開放する縦方向の空気通路が形成されるので、これら空気通路と中空外装パネルの貫通孔とは連通し、全ての貫通孔内の空気は容易に外気との通気が可能となり、温度の変化により貫通孔内の空気が膨張しても、この空気通路により施工初期の軟質のシーリング材を押し上げて膨れることは確実に防止できる。   According to the horizontal joint structure of the hollow exterior panel using the vertical joint joiner of the present invention, a passage through which air can flow is formed between the through hole and the vertical joint joiner, and the hollow exterior panel side is formed inside the joint. Between the end face and the vertical joint joiner is formed a vertical air passage that penetrates in the vertical direction of the joint portion and opens upward and downward, so these air passages communicate with the through holes of the hollow exterior panel, The air in all the through holes can be easily ventilated with the outside air, and even if the air in the through holes expands due to temperature changes, this air passage will push up the soft sealing material at the initial stage of construction and swell It can be surely prevented.

本発明の中空外装パネル縦目地ジョイナーは、軽量であるだけでなくシーリング材の充填に熟練度の低い作業員であっても確実に気密性、水密性の高い施工をすることができ、施工性、効果の安定性に富む中空外装パネル縦目地ジョイナーである。   The hollow exterior panel vertical jointer of the present invention is not only lightweight, but even a worker with a low level of skill in filling a sealing material can surely perform construction with high air tightness and water tightness, workability It is a hollow exterior panel vertical jointer that is stable in effect.

[実施例1]
鉄骨下地(Cチャンネル 100×50×20:板厚2.3mm)の枠を用い、これに中空外装パネルとしてラムダ15ヨコSP(昭和電工建材(株)製:長さ600mm、働き幅303mm)を2列6段施工し、止め金具15−3号(昭和電工建材(株)製)を用い、縦目地幅10mm,該縦目地の最下段と次の段を「ハットジョイナー15−3」(昭和電工建材(株)製)、3段と4段を「ヒゲハットジョイナー15−3号」(昭和電工建材(株)製)、5段と6段を本発明の中空外装パネル縦目地ジョイナー[ハットジョイナーの凸条の上に、鋭角部(21°50’)が12mm(目地幅より2mm広く)、鈍角部幅が8mm(目地幅より2mm狭い)とし、高さ5mmの貼付タイプ材(ポリエチレン発泡体)を貼付した。]を用い、両端はシーリング材で十分に充填する納まりとしてた。シーリング材として1成分系変性シリコーン「セメダイン(株) ボスシールLM」「プライマーMP−100」を使用し、通常のシーリング施工を行った。
[Example 1]
Using a frame of steel base (C channel 100 × 50 × 20: plate thickness 2.3 mm), Lambda 15 horizontal SP (manufactured by Showa Denko Construction Materials Co., Ltd .: length 600 mm, working width 303 mm) is used as a hollow exterior panel. Two rows and six stages were constructed, and using a fastener 15-3 (manufactured by Showa Denko Construction Materials Co., Ltd.), the vertical joint width was 10 mm, and the bottom and next stages of the vertical joint were “Hat Joiner 15-3” (Showa 3) and 4 steps are “Higehat Joiner 15-3” (manufactured by Showa Denko Construction Materials Co., Ltd.), 5 steps and 6 steps are the hollow exterior panel vertical joint joiner [hat] On the ridge of the joiner, a paste type material (polyethylene foam) having an acute angle part (21 ° 50 ') of 12 mm (2 mm wider than the joint width), an obtuse angle part width of 8 mm (2 mm narrower than the joint width), and a height of 5 mm. Body). ], And both ends were set to be sufficiently filled with a sealing material. One-component modified silicone “Cemedine Co., Ltd. Boss Seal LM” “Primer MP-100” was used as a sealing material, and normal sealing was performed.

上記のシーリング材施工後、投光照明器でパネル表面の温度を気温+30℃(各パネル1枚毎に1灯を用い、温度測定はデジタル式表面温度測定器を用いて測定。)に加熱し、30分後にシール部の膨れを観察した。結果を表1に示す。
なお中空外装パネル縦目地ジョイナーとして、ジョイナーのない独立タイプ材[ポリエチレン発泡体、鋭角部幅12mm、鈍角部幅8mm、高さ12mm]の軟質弾性体を用いて同様にテストをしたが実施例における本発明品と同様に膨れは発生しなかった。
After the above sealing material is applied, the temperature of the panel surface is heated to an air temperature + 30 ° C. (one lamp is used for each panel, and the temperature is measured using a digital surface temperature measuring device) with a floodlighting illuminator. After 30 minutes, the swelling of the seal portion was observed. The results are shown in Table 1.
In addition, although it tested similarly using the independent type material [Polyethylene foam, acute angle part width 12mm, obtuse angle part width 8mm, height 12mm] without a joiner as a hollow exterior panel vertical joint joiner, in an Example As with the product of the present invention, no swelling occurred.

[実施例2]
実施例1と同様に作成した壁材[但し、中空外装パネルとしてラムダヨコSP:長さ2990mm、働き幅303mm、4列14段施工した]を用い、シーリング材として2成分系変性シリコーンを用い、通常通りに施工した。縦目地ジョイナーとして、ハットジョイナー15−3を7段から14段を、本発明の中空外装パネル縦目地ジョイナーを最下段から6段までに用いた。
シール充填は7月の快晴日の午前10時に行い、直射日光に4時間曝した。加熱したパネル表面温度は55〜60℃に達した。本発明の縦目地ジョイナーを使用した部分に膨れは見当たらなかったが、ハットジョイナーを使用したところパネル実嵌合部と目地部に膨れが見つかった。
[Example 2]
Wall material prepared in the same manner as in Example 1 [However, Lambda horizontal SP as a hollow exterior panel: length 2990 mm, working width 303 mm, 4 rows and 14 stages constructed], and two-component modified silicone as a sealing material, It was constructed on the street. As the vertical joint, the hat joiner 15-3 was used in the 7th to 14th stages, and the hollow exterior panel vertical joint joiner of the present invention was used in the 6th through the bottom.
The seal was filled at 10:00 am on a clear day in July and exposed to direct sunlight for 4 hours. The heated panel surface temperature reached 55-60 ° C. Although no swelling was found in the portion using the vertical jointer of the present invention, swelling was found in the panel actual fitting portion and joint portion when the hat joiner was used.

本発明の縦目地ジョイナーは、シーリング材施工においてパネルの貫通孔を完全に封止することなく外気との空気通路を確保できるため、気温の上昇などにより膨張した空気が注入直後のシーリング材を内部から押し上げ、膨らませることにより建物の外観を著しく損なうことを確実に防止することを可能としたものであり、中空外装パネルの施工方法及び施工時期に制限を受けることがない縦目地ジョイナーである。更に製造が容易であり、コストも安いだけでなく、施工方法、シーリング材の施工時期によることなく確実にシーリング材による貫通孔の封止を防止できる効果を有するので、使用した住宅の価値を高めるものである。   The vertical jointer of the present invention can secure an air passage with the outside air without completely sealing the through-hole of the panel in the sealing material construction. It is a vertical jointer that can reliably prevent the appearance of the building from being significantly damaged by being pushed up and inflated, and is not restricted by the construction method and construction time of the hollow exterior panel. In addition to being easy to manufacture and low in cost, it has the effect of reliably preventing the sealing of through-holes with the sealing material regardless of the construction method and the timing of the sealing material, thereby increasing the value of the house used. Is.

本発明のハットジョイナーに断面逆台形の貼付タイプ材を貼付した縦目地ジョイナーの断面図。Sectional drawing of the vertical joint joiner which stuck the cross-section reverse trapezoid sticking type material to the hat joiner of this invention. (a),(b),(c)、(d)および(e)は、本発明の縦目地ジョイナーに貼付する貼付タイプ材(軟質弾性体)の断面の例示図。(A), (b), (c), (d), and (e) are the illustrations of the cross section of the sticking type material (soft elastic body) stuck to the vertical joint joiner of this invention. (a),(b),(c)は、本発明の独立タイプ材(軟質弾性体)からなる縦目地ジョイナーの断面の例示図。(A), (b), (c) is the illustration figure of the cross section of the longitudinal jointer which consists of an independent type material (soft elastic body) of this invention. 本発明の貼付タイプ材使用縦目地ジョイナーを用いて中空外装パネルを結合した目地部の断面図。Sectional drawing of the joint part which joined the hollow exterior panel using the sticking type material use vertical joint joiner of this invention. 本発明の独立タイプ材の縦目地ジョイナーを用いて中空外装パネルを結合した目地部の断面図。Sectional drawing of the joint part which joined the hollow exterior panel using the vertical joint joiner of the independent type material of this invention.

符号の説明Explanation of symbols

1 ジョイナー
11凸条
2 軟質弾性体
21 鋭角部
22 鈍角部
3 中空外装パネル
4 貫通孔
5 シーリング材
12 軟質弾性体縦目地ジョイナー
A 鋭角部幅
B 鈍角部幅
C 鋭角部幅
D 鈍角部幅
E 目地幅
DESCRIPTION OF SYMBOLS 1 Joiner 11 ridge 2 soft elastic body 21 acute angle part 22 obtuse angle part 3 hollow exterior panel 4 through-hole 5 sealing material 12 soft elastic body vertical joint joiner A acute angle part width B obtuse angle part width C acute angle part width D obtuse angle part width E joint width

Claims (10)

中空外装パネル用の縦目地ジョイナーとして、ハットジョイナーの凸条の上に、縦目地ジョイナー全体の高さがパネル貫通孔の1/4〜3/4であって、且つ貫通孔に対応する部分の幅が目地幅より0.5〜6mm広く、パネル板材部に対応する部分の幅が目地幅と同じないし−5mmの軟質弾性体を貼付したことを特徴とする縦目地ジョイナー。 As a vertical joint joiner for a hollow exterior panel, the height of the entire vertical joint joiner is 1/4 to 3/4 of the panel through hole on the ridge of the hat joiner, and the portion corresponding to the through hole A vertical joint joiner characterized in that a soft elastic body having a width 0.5 to 6 mm wider than the joint width and having a width corresponding to the panel plate part equal to or less than the joint width is -5 mm. ハットジョイナーの凸条の上に、高さがパネル貫通孔の1/4〜3/4であり、断面の鋭角部幅が中空外装パネルの目地幅より0.5〜6mm広く、鈍角部幅が目地幅と同じないし−5mmとした逆台形の軟質弾性体を貼付した請求項1に記載の縦目地ジョイナー。 On the ridge of the hat joiner, the height is 1/4 to 3/4 of the panel through hole, the acute angle width of the cross section is 0.5 to 6 mm wider than the joint width of the hollow exterior panel, and the obtuse angle width is The vertical joint joiner according to claim 1, wherein an inverted trapezoidal soft elastic body having the same joint width to -5 mm is attached. 中空外装パネル用の縦目地ジョイナーとして、高さがパネル貫通孔の1/4〜3/4まであり、貫通孔に対応する部分の幅が目地幅より0.5〜6mm広く、パネル板材部から以下の部分に対応する部分の幅が目地幅と同じないし−5mmとした軟質弾性体である縦目地ジョイナー。 As a vertical jointer for hollow exterior panels, the height is 1/4 to 3/4 of the panel through hole, and the width of the part corresponding to the through hole is 0.5 to 6 mm wider than the joint width. A vertical joint joiner which is a soft elastic body whose width corresponding to the following parts is the same as the joint width or -5 mm. 高さが中空外装パネル縦目地のパネル貫通孔の1/4〜3/4あり、断面の鋭角部幅が中空外装パネルの目地幅より0.5〜6mm広く、鈍角部幅が目地幅と同じないし−5mmとした逆台形の軟質弾性体である請求項3に記載の縦目地ジョイナー。 The height is 1/4 to 3/4 of the panel through-hole of the hollow exterior panel vertical joint, the acute angle width of the cross section is 0.5 to 6 mm wider than the joint width of the hollow exterior panel, and the obtuse angle width is the same as the joint width The vertical joint joiner according to claim 3, which is an inverted trapezoidal soft elastic body having a thickness of -5 mm. 軟質弾性体のシーリング材と接する面を剥離剤で表面処理した請求項1〜4のいずれか1項に記載の中空外装パネル縦目地ジョイナー。 The hollow exterior panel longitudinal jointer according to any one of claims 1 to 4, wherein a surface of the soft elastic body in contact with the sealing material is surface-treated with a release agent. 軟質弾性体のシーリング材と接する面に、ボンドブレーカーテープを貼付した請求項1〜4のいずれか1項に記載の中空外装パネル縦目地ジョイナー。 The hollow exterior panel vertical joint joiner of any one of Claims 1-4 which affixed the bond breaker tape on the surface which contact | connects the sealing material of a soft elastic body. 軟質弾性体が発泡したポリエチレン、ポリプロピレンもしくはフッ素系樹脂ゴムまたはゴムである請求項1〜6のいずれか1項に記載の中空外装パネル縦目地ジョイナー。 The hollow exterior panel longitudinal jointer according to any one of claims 1 to 6, wherein the soft elastic body is foamed polyethylene, polypropylene, fluororesin rubber or rubber. 請求項1または2に記載の中空外装パネル縦目地ジョイナーを使用する中空外装パネルの横張り目地構造の施工方法であって、中空外装パネルの側端面の間に縦目地ジョイナーを挟持し、ジョイナー下辺板部が建築物下地面に直接または留め金具を用いて取付けた後、両側の中空外装パネルの間の縦目地ジョイナー上部空間にシーリング材を圧入するに際し、シーリング材を圧入したときに中空外装パネルの貫通孔が閉塞しないようにジョイナー上部の軟質弾性体貫通孔対応部分を中空外装パネルの貫通孔の中に入れ込み、シーリング材を塗布することを特徴とする中空外装パネルの目地施工方法。 A construction method for a horizontal joint structure of a hollow exterior panel using the hollow exterior panel vertical joint joiner according to claim 1 or 2, wherein the vertical joint joiner is sandwiched between side end surfaces of the hollow exterior panel, and the lower side of the joiner After the plate part is attached directly to the building foundation surface or using fasteners, when the sealing material is pressed into the upper jointer upper space between the hollow exterior panels on both sides, the hollow exterior panel is pressed A joint method for jointing a hollow exterior panel, wherein a portion corresponding to the soft elastic body through hole at the upper part of the joiner is inserted into the through hole of the hollow exterior panel and a sealing material is applied so that the through hole is not blocked. 請求項3または4に記載の中空外装パネル縦目地ジョイナーを使用した中空外装パネルの横張り目地構造であって、中空外装パネルの側端面の間に該縦目地ジョイナーを挟持して両側の中空外装パネルと縦目地ジョイナー上部空間にシーリング材を圧入するに際し、シーリング材を圧入したときに中空外装パネルの貫通孔が閉塞しないように軟質弾性体の貫通孔対応部分を中空外装パネルの貫通孔の中に入れ込んだ後にシーリング材を塗布することを特徴とする中空外装パネルの目地施工方法。 5. A horizontal joint structure of a hollow exterior panel using the hollow exterior panel vertical joint joiner according to claim 3 or 4, wherein the vertical joint joiner is sandwiched between side end surfaces of the hollow exterior panel, and the hollow exterior panels on both sides are sandwiched. When the sealing material is press-fitted into the upper space of the panel and the vertical joint joiner, the through-hole corresponding part of the soft elastic body is placed in the through-hole of the hollow outer panel so that the through-hole of the hollow outer panel is not blocked when the sealing material is press-fitted. A method for jointing a hollow exterior panel, characterized in that a sealing material is applied after being inserted into the casing. 請求項1〜4のいずれか1項に記載の縦目地ジョイナーを用いて施工した横張り目地構造。
A horizontal joint structure constructed using the vertical jointer according to any one of claims 1 to 4.
JP2004256543A 2004-09-03 2004-09-03 Vertical-joint joiner and joint construction method using the joiner Pending JP2006070600A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004256543A JP2006070600A (en) 2004-09-03 2004-09-03 Vertical-joint joiner and joint construction method using the joiner

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004256543A JP2006070600A (en) 2004-09-03 2004-09-03 Vertical-joint joiner and joint construction method using the joiner

Publications (1)

Publication Number Publication Date
JP2006070600A true JP2006070600A (en) 2006-03-16

Family

ID=36151504

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004256543A Pending JP2006070600A (en) 2004-09-03 2004-09-03 Vertical-joint joiner and joint construction method using the joiner

Country Status (1)

Country Link
JP (1) JP2006070600A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7402058B2 (en) 2020-01-14 2023-12-20 ケイミュー株式会社 Joiners and wall structures

Citations (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6098035A (en) * 1983-10-31 1985-06-01 昭和電工建材株技会社 Joiner
JPS61131404U (en) * 1985-02-04 1986-08-16
JPS6332805Y2 (en) * 1982-08-06 1988-09-01
JPS63184830U (en) * 1987-05-18 1988-11-28
JPH0376375B2 (en) * 1985-07-19 1991-12-05 Showa Denko Kenzai Kk
JPH0426011B2 (en) * 1985-06-21 1992-05-06 Showa Denko Kenzai Kk
JPH05302420A (en) * 1991-12-13 1993-11-16 Osaka Cement Co Ltd Construction method for hollow building plate material and member used therein and structure of joint area
JPH0649964A (en) * 1993-05-27 1994-02-22 Showa Denko Kenzai Kk Joint back-up member and horizontally sticking joint construction of hollow external wall material using same
JPH0860757A (en) * 1994-08-24 1996-03-05 Daiken Trade & Ind Co Ltd Joint joiner and execution structure for joint section utilizing it
JPH09242201A (en) * 1996-03-05 1997-09-16 Daiken Trade & Ind Co Ltd Joint structure, joint joiner and back-up material thereof
JPH1037321A (en) * 1996-07-22 1998-02-10 Nichiha Corp Draining and venting structure work execution method for building overhang part
JP2000320029A (en) * 1999-05-07 2000-11-21 Fukuvi Chem Ind Co Ltd External facing joint member
JP2001173191A (en) * 1999-12-15 2001-06-26 Seiki Kogyo Kk Joint material and its execution method
JP2002054243A (en) * 2000-08-09 2002-02-20 National House Industrial Co Ltd External wall joint structure of building
JP2003171986A (en) * 2001-12-04 2003-06-20 Akihiro Kiriyama Backup material for sealing, using air permeability, external wall member molded by hollow extrusion
JP2004084200A (en) * 2002-08-23 2004-03-18 Showa Denko Kenzai Kk Vertical-joint joiner and joint construction method using it

Patent Citations (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6332805Y2 (en) * 1982-08-06 1988-09-01
JPS6098035A (en) * 1983-10-31 1985-06-01 昭和電工建材株技会社 Joiner
JPS61131404U (en) * 1985-02-04 1986-08-16
JPH0426011B2 (en) * 1985-06-21 1992-05-06 Showa Denko Kenzai Kk
JPH0376375B2 (en) * 1985-07-19 1991-12-05 Showa Denko Kenzai Kk
JPS63184830U (en) * 1987-05-18 1988-11-28
JPH05302420A (en) * 1991-12-13 1993-11-16 Osaka Cement Co Ltd Construction method for hollow building plate material and member used therein and structure of joint area
JPH0649964A (en) * 1993-05-27 1994-02-22 Showa Denko Kenzai Kk Joint back-up member and horizontally sticking joint construction of hollow external wall material using same
JPH0860757A (en) * 1994-08-24 1996-03-05 Daiken Trade & Ind Co Ltd Joint joiner and execution structure for joint section utilizing it
JPH09242201A (en) * 1996-03-05 1997-09-16 Daiken Trade & Ind Co Ltd Joint structure, joint joiner and back-up material thereof
JPH1037321A (en) * 1996-07-22 1998-02-10 Nichiha Corp Draining and venting structure work execution method for building overhang part
JP2000320029A (en) * 1999-05-07 2000-11-21 Fukuvi Chem Ind Co Ltd External facing joint member
JP2001173191A (en) * 1999-12-15 2001-06-26 Seiki Kogyo Kk Joint material and its execution method
JP2002054243A (en) * 2000-08-09 2002-02-20 National House Industrial Co Ltd External wall joint structure of building
JP2003171986A (en) * 2001-12-04 2003-06-20 Akihiro Kiriyama Backup material for sealing, using air permeability, external wall member molded by hollow extrusion
JP2004084200A (en) * 2002-08-23 2004-03-18 Showa Denko Kenzai Kk Vertical-joint joiner and joint construction method using it

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7402058B2 (en) 2020-01-14 2023-12-20 ケイミュー株式会社 Joiners and wall structures

Similar Documents

Publication Publication Date Title
KR20100005692A (en) Frame for a plate-shaped solar element
JP2006070600A (en) Vertical-joint joiner and joint construction method using the joiner
JP2007016496A (en) Joint structure of wall body and metallic bending plate used therefor
EP0603417A1 (en) Drive-in type concrete form for underground wall
JP2008019592A (en) Waterproof structure of installation member
JPH06306963A (en) Waterproof structure of joint section of external wall
JPH0776889A (en) Joint structure and method for sealing joint
JP3908994B2 (en) Vertical jointer and joint construction method using the same
JP4919630B2 (en) Manufacturing method of outer wall panel
JP2003147935A (en) Water cut-off structure of vertical joint of siding
JP3084190B2 (en) Joint joiner and construction structure of joint using jointer
JP7320764B1 (en) Sash frame installation method and installation structure
JP3132916U (en) Jointer Joiner
JP4262157B2 (en) Architectural sealant
CN220100226U (en) Composite plastic water stop
US20230323656A1 (en) Sealing profile and drywall
JP4878282B2 (en) Backup material
JP2009108529A (en) Hollow external facing panel for preventing sealing material from swelling
JPH0547261Y2 (en)
JP3070995U (en) Sealing material for joint space
JP3363111B2 (en) Airtight sealing material for panels
JP2004300741A (en) Heat insulating/waterproofing structure for joint of outer wall panel, and heat insulating/waterproofing method of joint of outer wall panel
JP2006348489A (en) Structure and construction method for exterior wall of building
JPH08193368A (en) Joint gasket material serving also as backup material
JP2006097323A (en) Thermal insulating material, its construction method and structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20070323

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20081226

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20090901

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20091028

RD02 Notification of acceptance of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7422

Effective date: 20091028

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20091222

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20100219

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20100706