JP3518635B2 - Horizontal joint sealing structure - Google Patents

Horizontal joint sealing structure

Info

Publication number
JP3518635B2
JP3518635B2 JP10758895A JP10758895A JP3518635B2 JP 3518635 B2 JP3518635 B2 JP 3518635B2 JP 10758895 A JP10758895 A JP 10758895A JP 10758895 A JP10758895 A JP 10758895A JP 3518635 B2 JP3518635 B2 JP 3518635B2
Authority
JP
Japan
Prior art keywords
horizontal
wall
seal structure
frame
horizontal joint
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
JP10758895A
Other languages
Japanese (ja)
Other versions
JPH08302845A (en
Inventor
誠 羽田
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 JP10758895A priority Critical patent/JP3518635B2/en
Publication of JPH08302845A publication Critical patent/JPH08302845A/en
Application granted granted Critical
Publication of JP3518635B2 publication Critical patent/JP3518635B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、上階外壁と下階外壁と
の間に形成される横目地のシール構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a horizontal joint seal structure formed between an outer wall of an upper floor and an outer wall of a lower floor.

【0002】[0002]

【従来の技術】上階外壁と下階外壁との横目地を閉鎖す
る方法の一つに、シーリング材を充填する湿式構法があ
る。図はシーリング材によって閉鎖された従来の横目
地シール構造を示す縦断面図である。下階ユニット1と
上階ユニット3の表面には下階外壁5、上階外壁7がそ
れぞれ取り付けられ、下階ユニット1と上階ユニット3
は図示しない係合部で躯体側の鉄骨9に支持される。鉄
骨9には水平片9aが形成され、水平片9aは下階外壁
5と上階外壁7との間隙である横目地11の後方に配置
される。シーリング材を使用する横目地11のシール構
造では、上下で隣接する下階外壁5、上階外壁7の縁部
に図示しないマスキングテープを貼り、横目地11にシ
ーリング材13を充填しながら平坦にならし、マスキン
グテープを除去した後、所定養生期間をおくことによ
り、シーリング材13を硬化させて横目地11を閉鎖し
ていた。
2. Description of the Related Art One of the methods for closing the horizontal joint between the outer wall of the upper floor and the outer wall of the lower floor is a wet construction method in which a sealing material is filled. FIG. 7 is a longitudinal sectional view showing a conventional horizontal joint seal structure closed by a sealing material. The lower floor outer wall 5 and the upper floor outer wall 7 are attached to the surfaces of the lower floor unit 1 and the upper floor unit 3, respectively.
Is supported by the steel frame 9 on the skeleton side by an engaging portion (not shown). A horizontal piece 9a is formed on the steel frame 9, and the horizontal piece 9a is arranged behind a horizontal joint 11 which is a gap between the lower floor outer wall 5 and the upper floor outer wall 7. In the sealing structure of the horizontal joint 11 using the sealing material, a masking tape (not shown) is attached to the edges of the lower floor outer wall 5 and the upper floor outer wall 7 which are vertically adjacent to each other, and the horizontal joint 11 is filled with the sealing material 13 to be flat. After the normalization and the removal of the masking tape, a predetermined curing period was set to cure the sealing material 13 and close the lateral joint 11.

【0003】一方、シール構造にはシーリング材を使用
せず、定型ガスケットを横目地11に挟入する乾式構法
がある。図は定型ガスケットによって閉鎖された従来
の横目地シール構造を示す縦断面図である。定型ガスケ
ット15は、横目地11方向に長い水平方向の帯体で、
例えばゴムなどの弾性材料からなる。定型ガスケット1
5の上下面には横目地11の長手方向に長い起立壁(リ
ップ)17が連設され、リップ17は外壁の厚み方向に
三重に並設されている。定型ガスケット15を使用する
横目地11のシール構造では、横目地11に定型ガスケ
ット15を挟入することにより、リップ17を下階外壁
5と上階外壁7との端面に弾接させ、横目地11を閉鎖
していた。
On the other hand, there is a dry construction method in which a sealant is not used for the seal structure and a standard gasket is sandwiched between the lateral joints 11. FIG. 8 is a longitudinal sectional view showing a conventional horizontal joint seal structure closed by a standard gasket. The standard gasket 15 is a horizontal strip that is long in the direction of the horizontal joint 11,
For example, it is made of an elastic material such as rubber. Standard gasket 1
Standing walls (lips) 17 that are long in the longitudinal direction of the lateral joint 11 are continuously provided on the upper and lower surfaces of 5, and the lips 17 are provided in a triple array in the thickness direction of the outer wall. In the seal structure of the horizontal joint 11 using the fixed gasket 15, the fixed gasket 15 is sandwiched in the horizontal joint 11 so that the lip 17 is elastically contacted with the end surfaces of the lower floor outer wall 5 and the upper floor outer wall 7, and the horizontal joint is fixed. 11 was closed.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、シーリ
ング材13を使用する従来のシール構造では、シーリン
グ材13を見栄えよく平坦にならす作業に熟練技術が要
求され、且つマスキングテープなどによる煩雑な準備作
業も必要となり、作業性が悪かった。そして、シーリン
グ材13を充填した後には、シーリング材13が硬化す
るまで養生期間を要すため、工期短縮の障害になるとと
もに、硬化までの間にはシーリング材13に埃などが付
着し易く、施工品質が低下する問題もあった。一方、定
型ガスケット15を使用する従来のシール構造では、縦
目地と横目地とのクロス部で、外壁と目地部分との間に
段差がある場合、目地幅が設定より広めになった場合
等に、十分な信頼性を確保することが困難であった。ま
た、定型ガスケット15は、リップ17を下階外壁5と
上階外壁7との端面に弾接させるのみで挟入されていた
ため、横目地11内の所定位置に位置決めすることが困
難であり、場合によっては、外壁裏側へ脱落する恐れも
あり、取り付け作業に熟練を要した。本発明は上記状況
に鑑みてなされたもので、熟練技術を要さず容易にシー
ル作業が行えるとともに、養生期間が不要で短時間での
作業が可能となり、しかも、確実な止水が行える横目地
シール構造を提供し、作業性、止水性の向上及び作業時
間の短縮を図ることを目的とする。
However, in the conventional sealing structure using the sealing material 13, a skillful technique is required for smoothing the sealing material 13 so that the sealing material 13 looks good, and complicated preparation work using a masking tape or the like is required. It was necessary and the workability was poor. After the sealing material 13 is filled, a curing period is required until the sealing material 13 hardens, which is an obstacle to shortening the construction period, and dust or the like easily adheres to the sealing material 13 before hardening. There was also a problem that the construction quality deteriorated. On the other hand, in the conventional seal structure using the standard gasket 15, when there is a step between the outer wall and the joint portion at the cross portion of the vertical joint and the horizontal joint, or when the joint width is wider than the set width, etc. In addition, it was difficult to secure sufficient reliability. In addition, since the fixed gasket 15 is sandwiched only by elastically contacting the lip 17 with the end faces of the lower floor outer wall 5 and the upper floor outer wall 7, it is difficult to position the fixed gasket 15 at a predetermined position in the horizontal joint 11. In some cases, it may fall off to the back side of the outer wall, so skill was required for the installation work. The present invention has been made in view of the above situation, and can easily perform sealing work without requiring skill, and also enables work in a short time without requiring a curing period. The purpose of the present invention is to provide a ground seal structure, improve workability and water blocking performance, and shorten work time.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
の本発明に係る横目地シール構造は、躯体の鉄骨(3
5)の水平片(35a)前方で断面略コ字状の一対のフ
レーム(25,31)が開口部(24,30)を対向さ
せて上下に設けられ、該上下のフレーム(25,31)
の前面にそれぞれ取り付けられた上階外壁(27)と下
階外壁(33)とによって形成された横目地(37)を
閉鎖する横目地シール構造において、弾性材料からなる
水切り部材(41)を一方の前記フレーム(31)の開
口部(30)に嵌入するとともに他方の前記フレーム
(25)の開口縁(25a)及び前記水平片(35a)
に弾接させ、且つ前記横目地(37)に弾性材料からな
る定型ガスケット(43)を挟入して前記定型ガスケッ
ト(43)の先端を前記水切り部材(41)に当接させ
たことを特徴とするものである。
A horizontal joint seal structure according to the present invention for achieving the above object is provided with a steel frame (3) of a frame.
5) In front of the horizontal piece (35a), a pair of frames (25, 31) having a substantially U-shaped cross section are provided vertically with the openings (24, 30) facing each other, and the upper and lower frames (25, 31).
In the horizontal joint seal structure that closes the horizontal joint (37) formed by the upper floor outer wall (27) and the lower floor outer wall (33) attached to the front surface of the floor, one side of the draining member (41) made of an elastic material is used. Of the frame (31) and the opening edge (25a) of the other frame (25) and the horizontal piece (35a).
And the fixed gasket (43) made of an elastic material is sandwiched between the horizontal joints (37) and the fixed gasket.
The tip of the gutter (43) is brought into contact with the draining member (41) .

【0006】[0006]

【作用】横目地が先ず定型ガスケットで閉鎖され、横目
地の後方に配設された上下一対のフレームの間が水切り
部材で閉鎖される。これにより、横目地が定型ガスケッ
トで一次シールされた後、更に外部と室内とを連通させ
るフレームの間が水切り部材で二次シールされ、外部か
らの水が定型ガスケットと水切り部材との二段階で阻止
されることになる。また、定型ガスケットの先端を水切
り部材に当接させて挟入することで、定型ガスケットを
所定位置に確実に取り付けることができる。特に、水切
り部材の立壁を外壁に略平行に設定することで、より精
度は高まる。
The horizontal joint is first closed by the standard gasket, and the space between the pair of upper and lower frames arranged behind the horizontal joint is closed by the draining member. As a result, after the horizontal joint is primarily sealed with the standard gasket, the space between the frame that communicates the outside with the room is secondarily sealed with the draining member, and the water from the outside is in two stages, the regular gasket and the draining member. Will be blocked. Further, the fixed gasket can be securely attached to a predetermined position by bringing the tip of the fixed gasket into contact with the draining member and sandwiching the fixed gasket. Particularly, the accuracy is further improved by setting the standing wall of the draining member substantially parallel to the outer wall.

【0007】[0007]

【実施例】以下、本発明に係る横目地シール構造の好適
な実施例を図面を参照して詳細に説明する。図1は本発
明による横目地シール構造を示す縦断面図、図2は本発
明シール構造に用いられる水切り部材の断面図、図3は
本発明シール構造に用いられる定型ガスケットの断面図
である。上階ユニット21の下縁には、上方に開口する
断面C字状の上階側鉄骨23が設けられる。上階側鉄骨
23の前面には下方を開口部24とする断面コ字状のフ
レーム25が固設され、フレーム25は上階ユニット2
1の間口方向に亘って設けられる。このフレーム25の
前面には、上階外壁27の下端が取り付けられる。ま
た、下階ユニット29の上縁には上方を開口部30とす
る断面コ字状のフレーム31が固設され、フレーム31
は下階ユニット29の間口方向に亘って設けられる。こ
のフレーム31の前面には、下階外壁33の上端が取り
付けられる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT A preferred embodiment of a lateral joint seal structure according to the present invention will be described in detail below with reference to the drawings. FIG. 1 is a vertical sectional view showing a horizontal joint seal structure according to the present invention, FIG. 2 is a sectional view of a draining member used in the seal structure of the present invention, and FIG. 3 is a sectional view of a standard gasket used in the seal structure of the present invention. At the lower edge of the upper floor unit 21, an upper floor steel frame 23 having a C-shaped cross section that opens upward is provided. A frame 25 having a U-shaped cross section is fixed to the front surface of the upper floor side steel frame 23 and has an opening 24 at the bottom.
1 is provided over the frontage direction. The lower end of the upper floor outer wall 27 is attached to the front surface of the frame 25. Further, a frame 31 having a U-shaped cross section having an opening 30 at the upper side is fixedly provided on the upper edge of the lower floor unit 29.
Is provided across the frontal direction of the lower floor unit 29. The upper end of the lower floor outer wall 33 is attached to the front surface of the frame 31.

【0008】上階ユニット21と下階ユニット29は図
示しない係合部で躯体側の下階側鉄骨35に支持され、
下階側鉄骨35は少なくとも上下ユニット21,29の
間口方向全長に亘って配置される。この状態で、下階側
鉄骨35の水平片35aの前方には上階外壁27と下階
外壁33との間隙である横目地37が形成される。ま
た、横目地37の室内側にはフレーム25,31に上下
方向から挟まれた空間39が形成される。従って、横目
地37と水平片35aの前端部とは、この空間39を挟
んで対向した状態となる。
The upper-floor unit 21 and the lower-floor unit 29 are supported by the lower-floor steel frame 35 on the skeleton side by engaging portions (not shown).
The lower floor side steel frame 35 is arranged at least over the entire length of the upper and lower units 21, 29 in the front direction. In this state, a horizontal joint 37 which is a gap between the upper floor outer wall 27 and the lower floor outer wall 33 is formed in front of the horizontal piece 35a of the lower floor side steel frame 35. In addition, a space 39 sandwiched by the frames 25 and 31 from above and below is formed on the indoor side of the lateral joint 37. Therefore, the horizontal joint 37 and the front end portion of the horizontal piece 35a face each other with the space 39 in between.

【0009】下階ユニット29のフレーム31内には、
例えばゴムなどの弾性材料からなる水切り部材41の一
部分が嵌入される。図2に示すように、水切り部材41
は、横目地37方向に長いチューブ状の水切り部41a
と、これに垂設された縦帯状の嵌入部41bとから構成
されている。嵌入部41bの表裏面には横目地37方向
に長い複数のリップ41cが突設され、リップ41cは
嵌入部41bがフレーム31内に嵌入された際、フレー
ム31の内壁に弾接する。
In the frame 31 of the lower unit 29,
For example, a part of the draining member 41 made of an elastic material such as rubber is fitted. As shown in FIG. 2, the draining member 41
Is a tubular drainer 41a that is long in the lateral joint 37 direction.
And a vertical strip-shaped fitting portion 41b that is vertically provided. A plurality of lips 41c, which are long in the lateral joint 37 direction, project from the front and back surfaces of the fitting portion 41b, and the lips 41c elastically contact the inner wall of the frame 31 when the fitting portion 41b is fitted into the frame 31.

【0010】水切り部41aは、嵌入部41bがフレー
ム31内に嵌入された状態で、空間39の中央に配置さ
れる。そして、空間39の中央に配置された水切り部4
1aは、後部が水平片35aの前端に弾接するととも
に、上部がフレーム25の開口縁25a及び上階側鉄骨
23の下面23aに弾接している。
The water draining portion 41a is arranged in the center of the space 39 with the fitting portion 41b fitted in the frame 31. And the draining part 4 arranged in the center of the space 39
The rear portion of 1a is in elastic contact with the front end of the horizontal piece 35a, and the upper portion thereof is in elastic contact with the opening edge 25a of the frame 25 and the lower surface 23a of the upper steel frame 23.

【0011】横目地37には定型ガスケット43が挟入
され、定型ガスケット43は例えばゴムなどの弾性材料
からなる。定型ガスケット43は、図3に示すように横
目地37方向に長い水平方向の帯体で、上下面には横目
地37方向に長い起立壁(リップ)43aが連設され
る。リップ43aは、外壁の厚み方向に三重に並設され
る。定型ガスケット43は、横目地37に挟入されるこ
とで、リップ43aを上階外壁27と下階外壁33との
端面に弾接させ、横目地37を閉鎖する。また、定型ガ
スケット43は、先端を水切り部41aに連続した立壁
41fに当接させた状態で横目地37へ挟入される。立
壁41fは外壁に平行に位置している。なお、定型ガス
ケット43の形状は、三重リップ構造に限定されるもの
ではない。
A fixed gasket 43 is inserted in the lateral joint 37, and the fixed gasket 43 is made of an elastic material such as rubber. As shown in FIG. 3, the standard gasket 43 is a horizontal strip that is long in the horizontal joint 37 direction, and standing walls (lips) 43a that are long in the horizontal joint 37 direction are continuously provided on the upper and lower surfaces thereof. The lips 43a are arranged in triple in the thickness direction of the outer wall. The fixed gasket 43 is sandwiched between the lateral joints 37, so that the lip 43a is elastically contacted with the end faces of the upper floor outer wall 27 and the lower floor outer wall 33 to close the lateral joints 37. Further, the fixed gasket 43 is inserted into the lateral joint 37 in a state where the tip end thereof is in contact with the standing wall 41f continuous with the draining portion 41a. The standing wall 41f is located parallel to the outer wall. The shape of the fixed gasket 43 is not limited to the triple lip structure.

【0012】横目地シール構造の組付け作業手順として
は、先ず、下階外壁33を所定位置に取り付け、下階ユ
ニット29のフレーム31内に水切り部材41を挟入す
る。次いで、フレーム25と一体の上階外壁27を所定
位置に取り付けながら、フレーム25により水切り部材
41の水切り部41aを押圧して変形させた後、定型ガ
スケット43を水切り部材41に当接させて横目地37
に挟入し、横目地37を閉鎖する。
As a procedure for assembling the lateral joint seal structure, first, the lower floor outer wall 33 is attached at a predetermined position, and the draining member 41 is inserted into the frame 31 of the lower floor unit 29. Next, while attaching the upper floor outer wall 27 integrated with the frame 25 at a predetermined position, the frame 25 presses the draining portion 41a of the draining member 41 to deform the same, and then the fixed gasket 43 is brought into contact with the draining member 41 to make a side stitch. Ground 37
And the horizontal joint 37 is closed.

【0013】このように構成される横目地シール構造で
は、横目地37が先ず定型ガスケット43で閉鎖され、
横目地37の後方に形成された空間39の間隙開口が水
切り部41aによって閉鎖される。従って、横目地37
が定型ガスケット43で一次シールされた後、更に外部
と室内とを連通させる空間39が水切り部材41で二次
シールされ、仮に定型ガスケット43で阻止できなかっ
た水も、空間39に設けられた水切り部材41によって
阻止されることになる。
In the lateral joint seal structure thus constructed, the lateral joint 37 is first closed by the standard gasket 43,
The gap opening of the space 39 formed behind the horizontal joint 37 is closed by the drainer 41a. Therefore, the horizontal joint 37
Is primarily sealed by the standard gasket 43, and then the space 39 for communicating the outside with the room is secondarily sealed by the draining member 41, so that water that cannot be prevented by the standard gasket 43 is also provided in the space 39. It will be blocked by member 41.

【0014】また、組付け作業時においては、定型ガス
ケット43が水切り部材41に当接されるので、定型ガ
スケット43が常に横目地37内の所定位置に位置決め
されることになり、定型ガスケット43の機能が十分に
発揮されることになる。
Further, during the assembling work, since the standard gasket 43 is brought into contact with the draining member 41, the standard gasket 43 is always positioned at a predetermined position in the lateral joint 37, and the standard gasket 43 The function will be fully exerted.

【0015】上述の横目地シール構造によれば、シーリ
ング材を使用しない乾式構法であるため、熟練技術や煩
雑な準備作業も不要となり、しかも、養生期間も不要と
なるため、作業時間を大幅に短縮することができる。ま
た、シール構造が一次、二次の二段階で構成されるた
め、確実な止水を行うことができる。
According to the above-mentioned horizontal joint seal structure, since it is a dry construction method which does not use a sealing material, there is no need for skillful techniques and complicated preparatory work, and also no curing period is required, so that the working time is greatly increased. It can be shortened. Further, since the seal structure is composed of two stages of primary and secondary, it is possible to surely stop water.

【0016】なお、上述の実施例では、水切り部材41
の水切り部41aをチューブ状に形成した場合を例に説
明したが、水切り部41aは、図4に示すように、一対
の帯片を略平行に形成した断面コ字状のものとしてもよ
い。この場合、上片41dをフレーム25の開口縁部2
5a及び上階側鉄骨23の下面23aに弾接させるとと
もに、下片41eを下階側鉄骨35の水平片35aの前
端に弾接させ、空間39の間隙開口を閉鎖する。
In the above embodiment, the draining member 41
The case where the water draining portion 41a is formed in a tubular shape has been described as an example, but the water draining portion 41a may have a U-shaped cross section in which a pair of strips are formed substantially in parallel as shown in FIG. In this case, the upper piece 41d is connected to the opening edge portion 2 of the frame 25.
5a and the lower surface 23a of the upper floor side steel frame 23 are elastically contacted with each other, and the lower piece 41e is elastically contacted with the front end of the horizontal piece 35a of the lower floor side steel frame 35 to close the gap opening of the space 39.

【0017】また、水切り部材41は図及び図に示
す構成でもよい。図に示す水切り部材41は、下階外
3の内側に下階側鉄骨35を配置していない場合の
構成であり、下側のフレーム31に嵌入部41bが嵌入
し、上階側鉄骨23の水平片23aの下面に水切り部4
1aが接する構成である。なお、図5において上階側鉄
骨23が図示より上方に設けられている場合は、水切り
部41aが上側のフレーム25の開口縁に接してもよ
い。
The draining member 41 may have the structure shown in FIGS. 5 and 6 . Draining member 41 shown in FIG. 5 is a configuration when not disposed to Shitakai side steel 35 inside the lower floor outer wall 3 3, the fitting portion 41b is fitted into the frame 31 of the lower, upper floor side Steel Draining part 4 on the lower surface of the horizontal piece 23a of 23
This is a configuration in which 1a contacts. In addition, in FIG. 5, when the upper floor side steel frame 23 is provided above the drawing, the drainage portion 41 a may be in contact with the opening edge of the upper frame 25.

【0018】図6に示す水切り部材41は、図5の水切
り部材41と同様に、上階側鉄骨23の水平面23aに
水切り部41aが接する構成であるが、下側のフレーム
31への取付構成が異なる。この水切り部材41は、挟
持部41gが形成されている。この挟持部41gが下側
のフレーム31を挟持することによって、水切り部41
は下側のフレーム31に固定される。
The draining member 41 shown in FIG. 6 is similar to the draining member 41 in FIG. 5 in that the draining portion 41a is in contact with the horizontal plane 23a of the upper steel frame 23, but is attached to the lower frame 31. Is different. The draining member 41 has a sandwiching portion 41g. By sandwiching the lower frame 31 by the sandwiching portion 41g, the draining portion 41
Is fixed to the lower frame 31.

【0019】[0019]

【発明の効果】以上詳細に説明したように、本発明に係
る横目地シール構造によれば、弾性材料からなる水切り
部材を一方のフレームに嵌入するとともに他方のフレー
ムに弾接させ、且つ横目地に弾性材料からなる定型ガス
ケットを挟入したので、横目地が定型ガスケットで一次
シールされた後、更に水切り部材で二次シールされ、外
部からの水を定型ガスケットと水切り部材との二段階で
阻止することができる。そして、シーリング材を使用し
ない乾式構法であるため、熟練技術や煩雑な準備作業も
不要となり、養生期間も不要となるため、作業時間を大
幅に短縮することができる。この結果、作業性、止水性
を向上させることができるとともに、作業時間を大幅に
短縮することができる。
As described in detail above, according to the lateral joint seal structure of the present invention, the draining member made of an elastic material is fitted into one frame and is elastically contacted with the other frame, and the lateral joint is formed. Since a standard gasket made of an elastic material is sandwiched between the two sides, the horizontal joint is first sealed by the standard gasket, and then the secondary draining member is further sealed to prevent external water in two stages: the standard gasket and the draining member. can do. Further, since it is a dry construction method that does not use a sealing material, there is no need for skillful techniques and complicated preparatory work, and a curing period is also unnecessary, so that the working time can be greatly shortened. As a result, it is possible to improve workability and water shutoff, and it is possible to significantly reduce the working time.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明による横目地シール構造を示す縦断面図
である。
FIG. 1 is a vertical cross-sectional view showing a horizontal joint seal structure according to the present invention.

【図2】本発明シール構造に用いられる水切り部材の断
面図である。
FIG. 2 is a sectional view of a draining member used in the seal structure of the present invention.

【図3】本発明シール構造に用いられる定型ガスケット
の断面図である。
FIG. 3 is a cross-sectional view of a standard gasket used in the seal structure of the present invention.

【図4】本発明シール構造に用いられる水切り部材の変
形例を示す断面図である。
FIG. 4 is a cross-sectional view showing a modified example of the draining member used in the seal structure of the present invention.

【図5】水切り部材の変形例を用いた横目地シール構造
を示す断面図である。
FIG. 5 is a cross-sectional view showing a lateral joint seal structure using a modified draining member.

【図6】水切り部材の変形例を用いた横目地シール構造
を示す断面図である。
FIG. 6 is a cross-sectional view showing a lateral joint seal structure using a modified draining member.

【図7】シーリング材によって閉鎖された従来の横目地
シール構造を示す縦断面図である。
FIG. 7 is a vertical cross-sectional view showing a conventional horizontal joint seal structure closed by a sealing material.

【図8】定型ガスケットによって閉鎖された従来の横目
地シール構造を示す縦断面図である。
FIG. 8 is a vertical cross-sectional view showing a conventional horizontal joint seal structure closed by a fixed gasket.

【符号の説明】[Explanation of symbols]

24,30 開口部 25,31 フレーム 25a 開口縁 27 上階外壁 33 下階外壁 35 鉄骨 35a 水平片 37 横目地 41 水切り部材 41a 水切り部 41b 嵌入部 43 定型ガスケット 24,30 openings 25,31 frames 25a opening edge 27 Upper floor outer wall 33 Lower floor outer wall 35 steel frame 35a horizontal piece 37 Horizontal joint 41 Drainer 41a Drainer 41b Fitting part 43 standard gasket

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 躯体の鉄骨(35)の水平片(35a)
前方で断面略コ字状の一対のフレーム(25,31)が
開口部(24,30)を対向させて上下に設けられ、該
上下のフレーム(25,31)の前面にそれぞれ取り付
けられた上階外壁(27)と下階外壁(33)とによっ
て形成された横目地(37)を閉鎖する横目地シール構
造において、弾性材料からなる水切り部材(41)を一
方の前記フレーム(31)の開口部(30)に嵌入する
とともに他方の前記フレーム(25)の開口縁(25
a)及び前記水平片(35a)に弾接させ、且つ前記横
目地(37)に弾性材料からなる定型ガスケット(4
3)を挟入して前記定型ガスケット(43)の先端を前
記水切り部材(41)に当接させたことを特徴とする横
目地シール構造。
1. A horizontal piece (35a) of a steel frame (35) of a skeleton.
A pair of frames (25, 31) having a substantially U-shaped cross section are provided in the upper and lower sides with the openings (24, 30) facing each other, and are attached to the front surfaces of the upper and lower frames (25, 31), respectively. In a horizontal joint seal structure for closing a horizontal joint (37) formed by an outer wall (27) of a floor and an outer wall (33) of a lower floor, a draining member (41) made of an elastic material is used to open one of the frames (31). It is fitted in the part (30) and the opening edge (25
a) and a fixed gasket (4) which is elastically contacted with the horizontal piece (35a) and is made of an elastic material at the lateral joint (37).
3) is inserted and the tip of the standard gasket (43 ) is moved forward.
A lateral joint seal structure characterized by being brought into contact with a water draining member (41) .
【請求項2】 前記水切り部材(41)を前記横目地方
向に長いチューブ状の水切り部(41a)と該水切り部
(41a)に連設される嵌入部(41b)とで構成し、
該嵌入部(41b)を前記一方のフレーム(31)の開
口部(30)に嵌入するとともに前記水切り部(41
a)を前記他方のフレーム(25)の開口縁(25a)
及び前記水平片(35a)に弾接させたことを特徴とす
る請求項1記載の横目地シール構造。
2. The water draining member (41) comprises a tubular water draining portion (41a) elongated in the lateral joint direction and a fitting portion (41b) connected to the water draining portion (41a).
The fitting portion (41b) is fitted into the opening portion (30) of the one frame (31), and the draining portion (41).
a) the opening edge (25a) of the other frame (25)
And a horizontal joint seal structure according to claim 1, wherein the horizontal joint (35a) is elastically contacted.
【請求項3】 躯体の鉄骨(23)の水平片(23a)
前方で断面略コ字状の一対のフレーム(25,31)が
開口部(24,30)を対向させて上下に設けられ、該
上下のフレーム(25,31)の前面にそれぞれ取り付
けられた上階外壁(27)と下階外壁(33)とによっ
て形成された横目地(37)を閉鎖する横目地シール構
造において、弾性材料からなる水切り部材(41)を一
方の前記フレーム(31)の開口部(30)に嵌入又は
フレーム(31)の端部に挟持固定するとともに、他方
の前記フレーム(25)の開口縁(25a)及び/又は
前記水平片(23a)の前方に弾接させ、且つ前記横目
地(37)に弾性材料からなる定型ガスケット(43)
を挟入して前記定型ガスケット(43)の先端を前記水
切り部材(41)に当接させたことを特徴とする横目地
シール構造。
3. Horizontal piece (23a) of the steel frame (23) of the body
A pair of frames (25, 31) having a substantially U-shaped cross section are provided in the upper and lower sides with the openings (24, 30) facing each other, and are attached to the front surfaces of the upper and lower frames (25, 31), respectively. In a horizontal joint seal structure for closing a horizontal joint (37) formed by an outer wall (27) of a floor and an outer wall (33) of a lower floor, a draining member (41) made of an elastic material is used to open one of the frames (31). It is fitted into the portion (30) or is clamped and fixed to the end of the frame (31), and is elastically contacted with the opening edge (25a) of the other frame (25) and / or the front of the horizontal piece (23a), and A fixed gasket (43) made of an elastic material on the horizontal joint (37).
And insert the tip of the standard gasket (43) into the water
A lateral joint seal structure characterized by being brought into contact with a cutting member (41) .
【請求項4】 前記水切り部材(41)に、外壁(2
1,29)に略平行な厚肉状の立壁(41f)を設け、
前記定型ガスケット(43)の先端を当接させて前記横
目地(37)に挟入したことを特徴とする請求項1から
3のいずれか記載の横目地シール構造。
4. The outer wall (2) is attached to the draining member (41).
1, 29) is provided with a thick wall (41f) substantially parallel to
The tip of the standard gasket (43) is brought into contact with the horizontal gasket.
From the claim 1, characterized in that it is inserted in the joint (37).
The horizontal joint seal structure according to any one of 3 above.
JP10758895A 1995-05-01 1995-05-01 Horizontal joint sealing structure Expired - Fee Related JP3518635B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10758895A JP3518635B2 (en) 1995-05-01 1995-05-01 Horizontal joint sealing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10758895A JP3518635B2 (en) 1995-05-01 1995-05-01 Horizontal joint sealing structure

Publications (2)

Publication Number Publication Date
JPH08302845A JPH08302845A (en) 1996-11-19
JP3518635B2 true JP3518635B2 (en) 2004-04-12

Family

ID=14462970

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10758895A Expired - Fee Related JP3518635B2 (en) 1995-05-01 1995-05-01 Horizontal joint sealing structure

Country Status (1)

Country Link
JP (1) JP3518635B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102733572A (en) * 2012-06-11 2012-10-17 石磊 Flexible sheet wall face structure and installation method thereof

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4104804B2 (en) * 2000-03-22 2008-06-18 西川ゴム工業株式会社 Joint structure for outer panel
JP7391636B2 (en) * 2019-11-29 2023-12-05 大和ハウス工業株式会社 Exterior wall panels with gaskets and gaskets

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102733572A (en) * 2012-06-11 2012-10-17 石磊 Flexible sheet wall face structure and installation method thereof

Also Published As

Publication number Publication date
JPH08302845A (en) 1996-11-19

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