Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP4817880B2 - Drainage structure of the seal structure of the exterior wall joint - Google Patents
[go: Go Back, main page]

JP4817880B2 - Drainage structure of the seal structure of the exterior wall joint - Google Patents

Drainage structure of the seal structure of the exterior wall joint Download PDF

Info

Publication number
JP4817880B2
JP4817880B2 JP2006047459A JP2006047459A JP4817880B2 JP 4817880 B2 JP4817880 B2 JP 4817880B2 JP 2006047459 A JP2006047459 A JP 2006047459A JP 2006047459 A JP2006047459 A JP 2006047459A JP 4817880 B2 JP4817880 B2 JP 4817880B2
Authority
JP
Japan
Prior art keywords
gasket
joint
lip
sealing agent
vertical
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.)
Expired - Fee Related
Application number
JP2006047459A
Other languages
Japanese (ja)
Other versions
JP2007198109A (en
Inventor
知範 宮田
浩一 寺崎
芳美 川本
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.)
Nishikawa Rubber Co Ltd
Original Assignee
Nishikawa Rubber Co Ltd
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 Nishikawa Rubber Co Ltd filed Critical Nishikawa Rubber Co Ltd
Priority to JP2006047459A priority Critical patent/JP4817880B2/en
Publication of JP2007198109A publication Critical patent/JP2007198109A/en
Application granted granted Critical
Publication of JP4817880B2 publication Critical patent/JP4817880B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Building Environments (AREA)

Description

本発明は、建物外壁目地のシール構造の排水路及びその排水路形成方法に関する。  The present invention relates to a drainage channel having a sealing structure for joints on the outer wall of a building and a drainage channel forming method thereof.

先ず建物外壁目地のシール構造について図4により説明すると、1は建物の外面に張られた面材、3a、3bはそれぞれ互いに交差する鉛直方向目地、水平方向目地、すなわち、建物外面に張られた面材1の鉛直方向、水平方向の隙間であって、表側からは格子状に見える。104は鉛直方向目地3aに嵌着されたガスケットであって、目地3aの奥から表に向かって伸びる柱状部104a、その柱状部104aの表側の端に結合され、左右両側に伸び、目地3a左右側面(面材1,1)に弾接する表面リップ104b、その表面リップ104bの奥、前記柱状部104aには、左右両側に伸び、目地左右側面に弾接する中間リップ104c、奥リップ104dが結合されている。  First, the seal structure of the building outer wall joint will be described with reference to FIG. 4. 1 is a surface material stretched on the outer surface of the building, and 3a and 3b are respectively stretched on the vertical joint and the horizontal joint that intersect each other, that is, on the outer surface of the building. It is a gap in the vertical direction and horizontal direction of the face material 1, and looks like a lattice from the front side. Reference numeral 104 denotes a gasket fitted to the vertical joint 3a, which is connected to the columnar portion 104a extending from the back of the joint 3a toward the front, and to the front end of the columnar portion 104a, extending to the left and right sides, and the joint 3a left and right A surface lip 104b that elastically contacts the side surfaces (face materials 1 and 1), and an inner lip 104c and a rear lip 104d that extend in the left and right sides and elastically contact the joint right and left side surfaces are coupled to the columnar portion 104a. ing.

以上に対して、105は水平方向目地3bに注入、充填された不定形のシーリング剤であって、ガスケット104は水平方向目地3bによって分断されているが、不定形シーリング剤105は両目地3a,3bの交差部を含めて水平方向に連続している。鉛直方向目地3aはリップ104b,104c,104dの側面への弾接によって、水平方向目地3bは不定形シーリング剤105の充填によってそれぞれ水密にシールされている。  On the other hand, 105 is an irregular sealing agent injected and filled in the horizontal joint 3b, and the gasket 104 is divided by the horizontal joint 3b. However, the irregular sealing agent 105 has both joints 3a, 3a, It continues in the horizontal direction including the intersection of 3b. The vertical joint 3 a is sealed in a watertight manner by elastic contact with the side surfaces of the lips 104 b, 104 c, 104 d, and the horizontal joint 3 b is filled in with an irregular sealing agent 105.

しかしながら、不定形シーリング剤105がガスケット104の上下両端を閉塞しているため、表面リップ104bを越えて水が鉛直方向目地3a内に浸入すると、その水が排出されず、溜まるため、それによって面材が損傷を受け、屋内への水漏れに発展すると言う問題点がある。しかも、冬季にはその溜まった水が凍結、膨張し、その圧力によって面材1が損傷を受けると言う問題点も加わる。また、排水路、排水口の設置については当業者が容易に思い到ることではあるが、それに伴う外観の悪化、工数増、コスト増もあり、満足する発案に到っていないのが現状である。  However, since the irregular sealing agent 105 closes the upper and lower ends of the gasket 104, when the water enters the vertical joint 3a beyond the surface lip 104b, the water is not discharged but collected, thereby There is a problem that the material is damaged, and the water leaks indoors. Moreover, in the winter season, the accumulated water freezes and expands, and the face material 1 is damaged by the pressure. Also, those skilled in the art can easily come up with the installation of drainage channels and drainage outlets, but the current situation is that they have not yet reached a satisfactory idea due to the accompanying deterioration in appearance, man-hours and costs. is there.

なお、水平方向目地からの建物内への水の浸入を防止する水切り部材についての提案(例えば特許文献1,2)がなされている。これら特許文献には、説明はなされていないが、鉛直方向目地のガスケットを流下した水はこの水切り部材を経て外部へ排出されるものと推察される。しかし、この水切り部材は一見して部品点数が多く、複雑でその組み付けが煩瑣であると言う問題点がある。その他、使用される建物に対して意匠上の制約もある。
特開平8−105125号公報 特許第3716290号公報
In addition, the proposal (for example, patent document 1, 2) is made about the draining member which prevents the permeation of the water into the building from a horizontal joint. Although not explained in these patent documents, it is assumed that water flowing down the gasket in the vertical joint is discharged to the outside through this draining member. However, this draining member has a problem that it has a large number of parts at first glance, is complicated, and is difficult to assemble. There are also design restrictions on the buildings used.
JP-A-8-105125 Japanese Patent No. 3716290

以上のことから、本発明は、上記した従来技術の欠点を除くために、施工も容易であって、排水効果の高い、建物外壁目地のシール構造の排水構造を提供することにある。  In view of the above, the present invention is to provide a drainage structure having a seal structure for joints on the outer wall of a building that is easy to construct and has a high drainage effect in order to eliminate the drawbacks of the prior art described above.

上記の目的を達するために、請求項1の発明の建物外壁目地のシール構造の排水構造は、建物外壁に互いに交差し、格子状に形成された、鉛直方向目地にはガスケットが嵌着され、水平方向目地には不定形のシーリング剤が充填され、しかも前記鉛直方向目地に嵌着されるガスケットが、目地の奥から表に向かって伸びる柱状部、及びその柱状部の表側の端に結合され、左右両側に伸び、目地左右側面に弾接する表面リップを備えている建物外壁目地のシール構造の排水構造において、前記不定形シーリング剤は、一部がガスケットの上下方向端部のうち、少なくとも下端部内に入り込み、かつ前記ガスケット内に入った水を屋外に排出可能に、ガスケット下端部の表面リップの左右方向の幅の少なくとも一部が、鉛直方向の長さのすべてにわたって前記シーリング剤と離間しているだけによって構成されることを特徴とする。
In order to achieve the above object, the drainage structure of the seal structure of the exterior wall joint of the invention of claim 1 intersects with the exterior wall of the building and is formed in a lattice shape, and a gasket is fitted to the vertical joint, A horizontal joint is filled with an irregular sealing agent, and a gasket fitted to the vertical joint is coupled to a columnar portion extending from the back of the joint toward the front and an end on the front side of the columnar portion. In the drainage structure of the seal structure of the outer wall of the building having a surface lip that extends to the left and right sides and elastically contacts the left and right sides of the joint, the irregular sealing agent is at least the lower end of the gasket in the vertical direction. enter the portion, and the water containing in the gasket to be discharged to the outside, at least a portion of the lateral width of the surface lip of the gasket lower end, all of the vertical length Stood characterized in that it is constituted by only is spaced apart from the sealing agent.

請求項1の発明によれば、建物外壁目地のシール構造の各ガケットの下端部に鉛直方向に伸びる排水路が設けられているため、その表面リップを越えて水が鉛直方向目地内に浸入しても、その水は前記排水路の下端開口から屋外に自重で排出され、内部に溜まることはなく、従って面材や下地材がそれによって損傷を受けたり、さらに屋内への水漏れに発展したりすることはない。勿論、冬季に溜まった水の凍結、膨張による従来の問題点もない。しかも、その排水路は不定形シーリング剤の、ガスケットの表側の面の左右幅方向の少なくとも一部が、該一部の鉛直方向の長さのすべてにわたって、その表面リップの裏側の面から離間しているだけで形成されているため、その形成を目的としたガスケットの追加工は全く又は殆ど不要である。また不定形シーリング剤は充填時可塑性を有するため、その表側の面の一部の上記表面リップの裏側の面からの離間は、例えば極めて単純な型の挿入等、さらに具体的には、例えば水平方向目地への不定形シーリング剤の充填に先立って、前記ガスケットの表面リップの所定部分に極めて単純な形状のボンドブレーカーを添着し、水平方向目地に不定形シーリング剤を充填した後、そのボンドブレーカーを前記表面リップと不定形シーリング剤との間から抜き出すと言う極めて簡単な操作によって容易に可能であり、それに伴う工数増やコスト増は殆どない。また、それによって例えば建物の外観を損なう排水口がガスケットの表側の面に露出するようなことはなく、見栄えもよい。しかも前記不定形シーリング剤の一部がガスケットの上下方向端部のうち、少なくとも下端部内に入り込んでいるため、ガスケットの排水路を経て建物内へ水が浸入することが防止される。
According to the first aspect of the present invention, since the drainage channel extending in the vertical direction is provided at the lower end portion of each gacket of the seal structure of the building outer wall joint, water enters the vertical joint through the surface lip. However, the water is discharged by its own weight from the lower end opening of the drainage channel to the outside and does not collect inside, so that the face material and the base material are damaged by it, and further, the water leaks to the indoor. There is nothing to do. Of course, there is no conventional problem caused by freezing and expansion of water accumulated in winter. In addition, the drainage channel has at least part of the right and left width direction of the front surface of the gasket of the irregular sealing agent separated from the rear surface of the surface lip over the entire vertical length of the part. Therefore, it is not necessary or necessary to add a gasket for the purpose of forming the gasket. In addition, since the irregular sealing agent has plasticity at the time of filling, the separation of a part of the front side surface from the rear side surface of the surface lip is, for example, a very simple mold insertion or the like. Prior to filling the directional joint with the irregular sealant, a bond breaker having a very simple shape is attached to a predetermined portion of the surface lip of the gasket, and after filling the horizontal joint with the irregular sealant, the bond breaker Can be easily obtained by an extremely simple operation of extracting from the space between the surface lip and the irregular sealing agent, and there is almost no increase in man-hours and costs. Further, for example, the drainage port that impairs the appearance of the building is not exposed on the front side surface of the gasket, and the appearance is good. In addition, since a part of the irregular sealing agent enters at least the lower end of the upper and lower ends of the gasket, water can be prevented from entering the building through the drainage passage of the gasket.

本発明を実施するための最良の形態に関わる建物外壁目地のシール構造の排水路について図1及び図2により説明する。先ずシール構造について説明すると、1は建物の外面に張られた面材、3a、3bはそれぞれ互いに交差する鉛直方向目地、水平方向目地、すなわち、それぞれ建物外面に張られた面材1の鉛直方向、水平方向の隙間であって、表側からは格子状に見える。  The drainage channel of the seal structure of the building outer wall joint relating to the best mode for carrying out the present invention will be described with reference to FIGS. First, the seal structure will be described. 1 is a surface material stretched on the outer surface of the building, 3a and 3b are vertical joints and horizontal joints that intersect each other, that is, the vertical direction of the surface material 1 stretched on the outer surface of the building. It is a horizontal gap and looks like a grid from the front side.

4は鉛直方向目地3aに嵌着されたガスケットであって、目地3aの奥から表に向かって伸びる柱状部4a、その柱状部4aの表側の端に結合され、左右両側に伸び、目地3a左右側面(面材1,1)に弾接する表面リップ4b、その表面リップ4bの奥、前記柱状部4aには、左右両側に伸び、目地3a左右側面に弾接する中間リップ4c、奥リップ4dがそれぞれ結合されている。なお、符号は省略するが、表面リップ4bと中間リップ4cとの間、左右に補強のためにそれぞれブリッジが設けられている。  Reference numeral 4 denotes a gasket fitted to the vertical joint 3a, which is connected to the columnar portion 4a extending from the back of the joint 3a toward the front, and to the front side end of the columnar portion 4a, and extends to both the left and right sides. A surface lip 4b that elastically contacts the side surfaces (face materials 1 and 1), an inner lip 4c and a rear lip 4d that extend to the left and right sides and elastically contact the left and right side surfaces of the joint 3a, respectively. Are combined. In addition, although a code | symbol is abbreviate | omitted, the bridge | bridging is respectively provided for reinforcement on the right and left between the surface lip 4b and the intermediate | middle lip 4c.

上記ガスケット4についてさらに詳細に説明すると、図1(a)及び図2(b)に示すように、その下端部は、表面リップ4bが水平方向目地3bの上辺で切り取られ、柱状部4aや中間リップ4cはその水平方向目地3bの上辺よりも僅かに高い位置でそれぞれ切り取られており、奥リップ4dは水平方向目地3bの下辺まで伸びている。その理由については後述するが、その理由を除けば、従来例同様全て水平方向目地3bの上辺に面一に揃えてもよい。  The gasket 4 will be described in more detail. As shown in FIGS. 1 (a) and 2 (b), the lower end portion of the gasket 4 has a surface lip 4b cut off at the upper side of the horizontal joint 3b, and the columnar portion 4a and the intermediate portion 4b. The lip 4c is cut off at a position slightly higher than the upper side of the horizontal joint 3b, and the back lip 4d extends to the lower side of the horizontal joint 3b. Although the reason will be described later, except for the reason, all of them may be flush with the upper side of the horizontal joint 3b as in the conventional example.

最後に、5は水平方向目地3bに注入、充填された不定形シーリング剤であって、上記ガスケット4が水平方向目地3b毎に分断されているのに対して、両目地3a,3bの交差部を含めて水平方向に連続しており、その一部5aはガスケット4の上下方向の端部(鉛直方向目地3a)内にも入り込んでいる。以上で構成されることによって、鉛直方向目地3aの側面にリップ4b,4c,4dが弾接し、他方、水平方向目地3bに不定形シーリング剤5が充満するため、両目地3a,3bは水密にシールされる。  Finally, 5 is an amorphous sealing agent injected and filled in the horizontal joint 3b, and the gasket 4 is divided for each horizontal joint 3b, whereas the intersection of both joints 3a and 3b. A part 5a of the gasket 4 also enters the vertical end (vertical joint 3a) of the gasket 4. With the above configuration, the lips 4b, 4c, 4d are elastically contacted with the side surfaces of the vertical joint 3a, and the horizontal joint 3b is filled with the irregular sealing agent 5, so that both joints 3a, 3b are watertight. Sealed.

ここで本発明の排水構造の主体である排水路5bについて説明すると、前記不定形シーリング剤5の、ガスケット4下端部(鉛直方向目地3a)内に入り込んだ部分5aの(ガスケット4の表面リップ4bの裏面と相対する)表側の面の、左右方向の幅の少なくとも一部(図ではその左右両端部分)が、鉛直方向の長さのすべてにわたって窪み、前記ガスケット4の表面リップ4bの裏側の面から離間することだけによって構成されている。  Here, the drainage channel 5b which is the main body of the drainage structure of the present invention will be described. The surface seal lip 4b of the gasket 5 at the portion 5a of the irregular sealing agent 5 that has entered the lower end of the gasket 4 (vertical joint 3a). At least part of the width in the left-right direction (the left and right end portions in the figure) of the front side surface (opposite to the back surface of the gasket) is recessed over the entire length in the vertical direction, and the back side surface of the surface lip 4b of the gasket 4 It is comprised only by leaving | separating from.

作用について説明すると、各ガスケット4の下端部に鉛直方向に伸びる排水路5bが設けられているため、その表面リップ4bを越えて水がガスケット4内に浸入しても、その水はガスケット4内を自重で降下し、前記排水路5bの下端開口から屋外に排出され、内部に溜まることはなく、従って面材1がそれによって損傷を受けたり、さらに屋内への水漏れに発展したりすることはない。勿論、冬季に溜まった水の凍結、膨張による従来の問題点もない。  The operation will be described. Since the drainage channel 5b extending in the vertical direction is provided at the lower end portion of each gasket 4, even if water enters the gasket 4 beyond the surface lip 4b, the water remains in the gasket 4. Is lowered by its own weight, is discharged to the outside from the lower end opening of the drainage channel 5b, and does not collect in the interior, so that the face material 1 is damaged by it or further develops into water leakage to the inside. There is no. Of course, there is no conventional problem caused by freezing and expansion of water accumulated in winter.

しかも、その排水路5bは、不定形シーリング剤5のガスケット4下端部内に入り込んだ部分5aの表側の面の左右方向の幅の少なくとも一部が、鉛直方向の長さのすべてにわたって前記ガスケット4の表面リップ4bの裏側の面から離間しているだけで形成されているため、その形成を目的としたガスケット4の追加工は、上述の下端部の切り欠きを除き、全くまたは殆ど不要である。また不定形シーリング剤5は充填時可塑性を有するため、その不定形シーリング剤5の表側の面の一部の、上記ガスケット4の表面リップ4bの裏側の面からの離間は、後述のように、例えば極めて単純な型の挿入等によって容易に可能であり、それに伴う工数増やコスト増は殆どない。また、例えば建物の外観を損なう排水口がガスケットの表側の面に露出するようなことはなく、見栄えもよい。  In addition, the drainage channel 5b has at least part of the width in the left-right direction of the front side surface of the portion 5a that has entered the gasket 4 lower end of the amorphous sealing agent 5 over the entire length in the vertical direction. Since it is formed only by being separated from the surface on the back side of the front surface lip 4b, the additional work of the gasket 4 for the purpose of forming the surface lip 4b is not necessary or almost unnecessary except for the notch at the lower end. In addition, since the amorphous sealing agent 5 has plasticity when filled, the separation of the part of the front side surface of the amorphous sealing agent 5 from the back side surface of the surface lip 4b of the gasket 4 is as described below. For example, it can be easily performed by inserting a very simple mold, and there is almost no increase in man-hours and costs. Further, for example, the drain outlet that impairs the appearance of the building is not exposed on the front surface of the gasket, and it looks good.

なお、上述のように、ガスケット4の下端部の奥リップ4dを水平方向目地3bの下辺まで伸ばすことは、それによって、不定形シーリング剤5の鉛直方向目地3aの奥の不要箇所への無駄な充填を防止すると共に、その一部5aをガスケット4の端部(鉛直方向目地3a)内への充填を著しく容易にする。さらに表面リップ4bを除く柱状部4aと中間リップ4cとを切り欠くことは、ガスケット4を単に面一に裁断するのに比較して、僅少ながらコスト増を来たすが、それによって不定形シーリング剤5のガスケット4内への充填(押し込み)の抵抗が少なくなり、その充填及び排水路5bの形成が容易になり、且つガスケット4の面材1の外面に対する端部の浮き上がりが防止される。  Note that, as described above, extending the back lip 4d at the lower end of the gasket 4 to the lower side of the horizontal joint 3b is a wasteful use for unnecessary portions at the back of the vertical joint 3a of the amorphous sealing agent 5. While preventing filling, the part 5a makes remarkably easy to fill the end portion (vertical joint 3a) of the gasket 4. Further, notching the columnar portion 4a and the intermediate lip 4c excluding the surface lip 4b slightly increases the cost compared to simply cutting the gasket 4 flush with the non-uniform sealing agent 5. The resistance of filling (pushing) into the gasket 4 is reduced, the filling and formation of the drainage channel 5b are facilitated, and the lifting of the end of the gasket 4 with respect to the outer surface of the face material 1 is prevented.

なお、ここで前記排水路5bの形成方法について説明すると、図2に示すように、水平方向目地3bへの不定形シーリング剤5の充填に先立って、前記ガスケット4の表面リップ4bの下端部の端部、且つ表面リップ4bの裏側の面の左右方向の幅の少なくとも一部(図ではその左右両端)、且つ前記不定形シーリング剤5が入り込むと推定される鉛直方向の長さを超える長さにわたって、前記表面リップ4bと容易に分離可能であり、且つ不定形シーリング剤5にも接着しないフィルム状又はシート状のボンドブレーカー(離型紙等)6を添着する。次いでそのボンドブレーカー6を添着したガスケット4を鉛直方向目地3aに嵌着する。  Here, the method of forming the drainage channel 5b will be described. As shown in FIG. 2, prior to filling the irregular sealing agent 5 into the horizontal joint 3b, the lower end of the surface lip 4b of the gasket 4 is formed. At least a part of the width in the left-right direction of the end portion and the surface on the back side of the front surface lip 4b (the left and right ends in the figure), and a length exceeding the length in the vertical direction that the amorphous sealing agent 5 is estimated to enter Then, a film or sheet-like bond breaker (release paper or the like) 6 that can be easily separated from the surface lip 4b and does not adhere to the irregular sealing agent 5 is attached. Next, the gasket 4 to which the bond breaker 6 is attached is fitted to the vertical joint 3a.

上記ボンドブレーカー6についてさらに詳細に説明すると、一方向に長い長方形(帯状)であって、その長手方向の一部(図では半分)を表面リップ4b下端部の裏側の面に重ね合わせたうえ、残りを表の側に折り曲げ、表面リップ4bの表側の面に重ね合わせて添着する。なお、ボンドブレーカー6の、表面リップ4bの裏側の面に重ね合わせる部分の鉛直方向の長さとしては、上述の前記不定形シーリング剤5が入り込むと推定される鉛直方向の長さを超える値が必要であるが、表側に重ね合わせる部分の長さはそれと同じであっても、またそれより短くてもよい。また図2では、各ボンドブレーカー6は、その左右いずれか一方の端部分が表面リップ4bの左右いずれかの先端(端縁)よりも左右方向にはみ出しているが、そのはみ出しは不可欠と言うものではない。  The bond breaker 6 will be described in more detail. It is a rectangle (strip shape) that is long in one direction, and a part (half in the drawing) in the longitudinal direction is superimposed on the surface on the back side of the lower end of the surface lip 4b. The remaining portion is bent to the front side and attached to the front side surface of the surface lip 4b so as to overlap. The vertical length of the portion of the bond breaker 6 that overlaps the surface on the back side of the front surface lip 4b exceeds the estimated vertical length when the above-mentioned amorphous sealing agent 5 enters. Although necessary, the length of the portion to be superimposed on the front side may be the same or shorter. In FIG. 2, each bond breaker 6 has its left or right end protruding beyond the left or right tip (edge) of the surface lip 4 b, but the protrusion is indispensable. is not.

次いで水平方向目地3bに不定形シーリング剤5を充填し、硬化した後、各ボンドブレーカー6の、表面リップ4bの表側の面に重ね合わせた部分を手前に引き剥がし、その引き剥がした部分、又は前記左右にはみ出した部分を手で摘んで引っ張り、抜き出すと、表面リップ4bの左右の端縁が鉛直方向目地3a側面に弾接し、その抜き出したボンドブレーカー6の跡に、その厚さに相当し、且つ前記ガケット4内、表面リップ4b・中間リップ4cの間の空隙部とその下方の外部とを連通する、左右一対の鉛直方向の排水路5bが形成される。  Next, after filling the horizontal joint 3b with the irregular sealing agent 5 and curing, the portion of each bond breaker 6 superimposed on the surface on the front side of the surface lip 4b is peeled forward, and the peeled portion, or When the left and right protruding parts are picked and pulled out by hand, the left and right edges of the surface lip 4b elastically contact the side surface of the vertical joint 3a, and the trace of the extracted bond breaker 6 corresponds to its thickness. In addition, a pair of left and right vertical drainage channels 5b are formed to communicate the gap between the surface lip 4b and the intermediate lip 4c in the gacket 4 and the outside below.

ボンドブレーカー6の別の例について図3により説明すると、左右方向の幅が前述のもののそれよりも大(図ではその2倍)で、鉛直方向の長さは前述のものと略同じ長方形であって、その鉛直方向の長さの一部を表面リップ4b下端部幅方向中央の裏側の面に重ね合わせたうえ、それをそのまま面一に鉛直方向に若干延長し、(その延長部分が表面リップ4bの下端縁からはみ出した状態で)残りの部分を表の側に折り曲げ、表面リップ4bの表側の面に重ね合わせ、添着したものである。なお、そのボンドブレーカー6の、表面リップ4bの表側に重ね合わせる部分の長さは裏側に重ね合わせる部分と同じであっても、またそれより短くてもよい。  Another example of the bond breaker 6 will be described with reference to FIG. 3. The width in the left-right direction is larger than that of the above-mentioned one (twice that in the figure), and the length in the vertical direction is substantially the same rectangle as that described above. Then, a part of the length in the vertical direction is overlapped with the surface on the back side at the center in the width direction of the lower end portion of the surface lip 4b, and it is slightly extended in the vertical direction as it is. The remaining portion is bent to the front side (in a state where it protrudes from the lower end edge of 4b), overlapped and attached to the front side surface of the surface lip 4b. The length of the portion of the bond breaker 6 that overlaps the front side of the surface lip 4b may be the same as or shorter than the portion that overlaps the back side.

次いで水平方向目地3bに不定形シーリング剤5を充填した後、各ボンドブレーカー6の、前記表面リップ4bの表側の面に重ね合わせた部分を鉛直方向に引き剥がし、その引き剥がした部分を、手で摘んで引っ張り、抜き出すと、表面リップ4bの左右の端縁が鉛直方向目地3aに弾接し、その抜き出したボンドブレーカー6の跡に、その厚さに相当し、且つ前記ガケット4内空隙部とその下方の外部とを連通する、1つの鉛直方向の排水路5bが形成される。
以上ボンドブレーカー6の効果について説明すると、上述のようにいずれも極めて簡単で安価なボンドブレーカー6と言う型及びその添着と抜き出しと言う極めて簡単な操作によって、上述の効果を発揮する排水路5bを容易に形成可能であることは明らかである。
Next, after filling the horizontal joint 3b with the irregular sealing agent 5, the portion of each bond breaker 6 overlapped with the surface on the front side of the surface lip 4b is peeled off in the vertical direction. And pulling it out and pulling it out, the left and right edges of the surface lip 4b elastically contact the vertical joint 3a, the trace of the extracted bond breaker 6 corresponds to its thickness, and the gap in the gacket 4 One vertical drainage channel 5b communicating with the outside below is formed.
The effects of the bond breaker 6 will be described above. As described above, the extremely simple and inexpensive bond breaker 6 and the drainage channel 5b exhibiting the above-described effects can be obtained by a very simple operation of attaching and removing the mold. Obviously, it can be easily formed.

本発明の建物外壁目地のシール構造の排水路を示す、それぞれ(a)は縦断面図、(b)はそのA−A断面図である。The drainage channel | path of the seal structure of the building outer wall joint of this invention is each shown, (a) is a longitudinal cross-sectional view, (b) is the AA sectional drawing. 本発明の建物外壁目地のシール構造の排水路の形成方法の一部を示す、それぞれ(a)は正面図、(b)はそのガスケットにボンドブレーカーを添着した状態の斜視図である。FIG. 3A is a front view showing a part of a method for forming a drainage channel with a seal structure of a joint wall of a building according to the present invention, and FIG. ガスケットの別の位置にボンドブレーカーを添着した状態の斜視図である。It is a perspective view in the state where a bond breaker was attached to another position of the gasket. 従来の建物外壁目地のシール構造を示す、それぞれ(a)は正面図、(b)はB−B断面図である。The seal structure of the conventional building outer wall joint is shown, (a) is a front view, (b) is a BB cross-sectional view, respectively.

符号の説明Explanation of symbols

1 面材
3a 鉛直方向目地
3b 水平方向目地
4 ガスケット
4a 柱状部
4b 表面リップ
4c 中間リップ
4d 奥リップ
5 不定形シーリング剤
5a 入り込んだ部分
5b 排水路
6 ボンドブレーカー
104 ガスケット
104a 柱状部
104b 表面リップ
104c 中間リップ
104d 奥リップ
105 不定形シーリング剤
DESCRIPTION OF SYMBOLS 1 Face material 3a Vertical direction joint 3b Horizontal direction joint 4 Gasket 4a Columnar part 4b Surface lip 4c Middle lip 4d Back lip 5 Indeterminate sealant 5a Intruded part 5b Drainage channel 6 Bond breaker 104 Gasket 104a Columnar part 104b Surface lip 104c Middle Lip 104d Back lip 105 Amorphous sealant

Claims (1)

建物外壁に互いに交差し、格子状に形成された、鉛直方向目地にはガスケットが嵌着され、水平方向目地には不定形のシーリング剤が充填され、しかも前記鉛直方向目地に嵌着されるガスケットが、目地の奥から表に向かって伸びる柱状部、及びその柱状部の表側の端に結合され、左右両側に伸び、目地左右側面に弾接する表面リップを備えている建物外壁目地のシール構造の排水構造において、
前記不定形シーリング剤は、一部がガスケットの上下方向端部のうち、少なくとも下端部内に入り込み、かつ前記ガスケット内に入った水を屋外に排出可能に、ガスケット下端部の表面リップの左右方向の幅の少なくとも一部が、鉛直方向の長さのすべてにわたって前記シーリング剤と離間しているだけによって構成されることを特徴とする建物外壁目地シールの排水構造。
Gaskets that intersect with each other on the outer wall of the building and are formed in a lattice shape. The gaskets are fitted to the vertical joints, the horizontal joints are filled with an irregular sealing agent, and the gaskets are fitted to the vertical joints. Is connected to the front end of the columnar part from the back of the joint and the front end of the columnar part. In the drainage structure,
The non-circular sealing agent partially enters at least the lower end of the upper and lower ends of the gasket, and the water that has entered the gasket can be discharged to the outside in the left-right direction of the surface lip at the lower end of the gasket. A drainage structure for a building outer wall joint seal, wherein at least a part of the width is formed only by being spaced apart from the sealing agent over the entire length in the vertical direction.
JP2006047459A 2006-01-26 2006-01-26 Drainage structure of the seal structure of the exterior wall joint Expired - Fee Related JP4817880B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006047459A JP4817880B2 (en) 2006-01-26 2006-01-26 Drainage structure of the seal structure of the exterior wall joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2006047459A JP4817880B2 (en) 2006-01-26 2006-01-26 Drainage structure of the seal structure of the exterior wall joint

Publications (2)

Publication Number Publication Date
JP2007198109A JP2007198109A (en) 2007-08-09
JP4817880B2 true JP4817880B2 (en) 2011-11-16

Family

ID=38452975

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006047459A Expired - Fee Related JP4817880B2 (en) 2006-01-26 2006-01-26 Drainage structure of the seal structure of the exterior wall joint

Country Status (1)

Country Link
JP (1) JP4817880B2 (en)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03129605A (en) * 1989-10-14 1991-06-03 Nitto Denko Corp Prepreg and application thereof
JPH1088679A (en) * 1996-09-12 1998-04-07 Kawasaki Steel Corp Open joint of exterior material
JP3649094B2 (en) * 2000-06-28 2005-05-18 トヨタ自動車株式会社 Sealing structure of outer wall joint

Also Published As

Publication number Publication date
JP2007198109A (en) 2007-08-09

Similar Documents

Publication Publication Date Title
JP4817880B2 (en) Drainage structure of the seal structure of the exterior wall joint
CN113525048A (en) A side door vehicle and its door seal assembly
CN213173329U (en) Waterproof construction for bridge
JP5588734B2 (en) Drain drainage groove member and floor covering structure using it
JP2005226371A (en) Dry type waterproofing member
CN219344710U (en) Seam waterproof structure of shield tunnel section of jurisdiction
JP3900337B2 (en) Glass block panel and rubber waterproofing material
CN202157813U (en) Built-in water discharge type water stop for tunnel engineering gap
JP5166958B2 (en) Drainage partition forming member of balcony, drainage partition structure and drainage partition method using the same
CN210767343U (en) Prefabricated outer wall waterproof construction of assembled concrete building
CN207988175U (en) A kind of assembled architecture outer wall waterproof construction
JP2009299259A (en) Drain hose mounting implement for drainage treatment member, and mounting method for drain hose mounting implement
JP2007297893A (en) Drainage structure of the seal structure of the exterior wall joint
JP6739239B2 (en) Drain drain member and method for constructing drain drain member
JP2002188400A (en) Cut-off structure for joint in buried conduit, and method therefor
CN215167445U (en) Whole bathroom wall convenient to drainage
CN216810340U (en) Water stop strip capable of expanding in case of brine
JP4490212B2 (en) Dry outer sealant, its construction method and renewal method
JP4327046B2 (en) Water-stop material construction method and water-stop method using water-stop material
CN214573732U (en) Dam cable gallery structure seam seepage drainage device
JP2019070225A (en) Roofing material
JP4954567B2 (en) Waterproof structure of joint
WO2003001000A1 (en) Sealing arrangement
JP3920684B2 (en) Panel joint structure
JP2002146928A (en) Waterproof structure of vertical joint between outer wall panels

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20081107

RD02 Notification of acceptance of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7422

Effective date: 20081201

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20081201

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20110428

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20110524

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20110620

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20110624

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20110830

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20110830

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140909

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 4817880

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees