JPH0732012U - Waterproof structure at joints of outer wall of building - Google Patents
Waterproof structure at joints of outer wall of buildingInfo
- Publication number
- JPH0732012U JPH0732012U JP6211993U JP6211993U JPH0732012U JP H0732012 U JPH0732012 U JP H0732012U JP 6211993 U JP6211993 U JP 6211993U JP 6211993 U JP6211993 U JP 6211993U JP H0732012 U JPH0732012 U JP H0732012U
- Authority
- JP
- Japan
- Prior art keywords
- wall
- water receiver
- joints
- joint
- sealing material
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 26
- 239000004568 cement Substances 0.000 claims abstract description 16
- 239000003566 sealing material Substances 0.000 claims abstract description 13
- 239000002184 metal Substances 0.000 claims description 7
- 238000001125 extrusion Methods 0.000 abstract description 4
- 238000010030 laminating Methods 0.000 abstract description 2
- 238000012856 packing Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 2
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 1
- 239000010953 base metal Substances 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 230000002542 deteriorative effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
Landscapes
- Building Environments (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Finishing Walls (AREA)
Abstract
(57)【要約】
【目的】 建物の外壁の目地部における竪目地の防水を
完璧に行うことである。
【構成】 押し出し成形セメント板1を張り合わせて構
築した建物の外壁において、長手方向は実継ぎで接続さ
れて横目字2にシール材が充填されている。また竪目地
3内にはコ字状の水受け具4が開口部側を前側にして嵌
入され、支持片5が押し出し成形セメント板1の空洞部
1a内に挿入されて水受け具4の奥側への入り込みを防
いでいる。また、水受け具4先端に取り付けたゴムパッ
キン4aが押し出し成形セメント板1に水密状に圧接さ
れて、水受け具4と押し出し成形セメント板1との間を
密封すると共に、開口部側の目地にシール材6が充填さ
れている。
(57) [Summary] [Purpose] To perfectly waterproof vertical joints in joints of outer walls of buildings. [Structure] On an outer wall of a building constructed by laminating extruded cement boards 1, the longitudinal cross-sections are connected by actual joints and the cross-shaped cross-sections 2 are filled with a sealing material. In addition, a U-shaped water receiver 4 is inserted into the vertical joint 3 with the opening side being the front side, and the support piece 5 is inserted into the hollow portion 1a of the extrusion molded cement plate 1 so that the water receiver 4 is deep inside. Prevents entry to the side. Further, the rubber packing 4a attached to the tip of the water receiver 4 is pressed against the extrusion molded cement plate 1 in a watertight manner to seal between the water receiver 4 and the extrusion molded cement plate 1, and the joint on the opening side. Is filled with the sealing material 6.
Description
【0001】[0001]
本考案は建物の外壁の目地部における防水構造に関するものである。 The present invention relates to a waterproof structure in a joint portion of an outer wall of a building.
【0002】[0002]
一般に、押し出し成形セメント板は長手方向が実加工、短手方向がフラット加 工で形成されている。そのため押し出し成形セメント板を用いて横張り工法によ り建物の外壁を構築する場合、図6に示すように、横目地10側は実継ぎで、ま た竪目地20側はシール材30でそれぞれ雨水の浸入を防いでいる。 In general, the extruded cement board is formed by actual processing in the longitudinal direction and flat processing in the lateral direction. Therefore, when constructing the outer wall of the building by the horizontal lining method using the extruded cement board, as shown in Fig. 6, the horizontal joint 10 side is the actual joint, and the vertical joint 20 side is the sealing material 30, respectively. Prevents rainwater from entering.
【0003】[0003]
しかし上記のような構成では竪目地側はシール材のみで雨水の浸入を防いでい るため、建物が揺れたり、或はシール材が乾燥収縮したりすると竪目地に隙間が できて雨水が浸入する恐れがあり、仮に雨水が浸入した場合は、それがどこへ 移動するか予測がつかない、シール材の不備な箇所を見つけ難い、手直しを 再三行う必要がある、取り付け下地金物を腐食させる可能性がある等種々の問 題がある。 本考案はこのような問題に鑑みてなされたものであり、その目的は、建物の外 壁の目地部における竪目地の防水を完璧に行うことである。 However, in the above configuration, only the sealing material on the vertical joint side prevents rainwater from entering.Therefore, if the building shakes or the sealing material dries and shrinks, a gap will form in the vertical joint and rainwater will enter. If rainwater invades, it is impossible to predict where it will move, it is difficult to find the defective part of the sealing material, repeated repairs are required, and the mounting base metal can be corroded There are various problems, such as The present invention has been made in view of such a problem, and an object thereof is to completely waterproof vertical joints in joints of an outer wall of a building.
【0004】[0004]
以上の課題を達成するための本考案の建物の外壁の目地部における防水構造は 、成形セメント板を張り合わせた外壁の竪目地内に、先端側が拡張した水受け具 が目地の内壁に圧接した状態で嵌入され、その下端が外壁最下部の水切り金物上 に当接され、竪目地の前面側がシール材で閉塞されたことを特徴とする構成にす ることである。 The waterproof structure at the joints of the outer wall of the building of the present invention to achieve the above-mentioned object is a state in which the water receiver whose front end side is expanded is in pressure contact with the inner wall of the joint in the vertical joint of the outer wall where the molded cement plates are laminated The bottom end of the outer wall is brought into contact with the draining metal fitting, and the front side of the vertical joint is closed with a sealing material.
【0005】[0005]
【作用】 上記構成によると竪目地内に浸入した雨水は全て水受け具により下側へ流され て外壁最下部の水切り金物で排水処理される。またこの水受け具は目地の内壁に 圧接されて水密性を保持するため雨水が内側へ浸入することがなく、取り付け下 地金物等を腐食させることもない。[Advantages] According to the above configuration, all rainwater that has entered the vertical joint is flown downward by the water receiver and is drained by the draining metal fitting at the bottom of the outer wall. In addition, since this water receiver is pressed against the inner wall of the joint to maintain its watertightness, rainwater will not intrude inward and will not corrode the underlying metal fittings.
【0006】[0006]
以下、本考案における吊り天井用支持金物の一実施例を図面に基づいて詳細に 説明する。 図1は本考案の防水構造を使用した建物の斜視図、図2は防水構造の断面図、 図3は防水構造の切欠斜視図である。 Hereinafter, an embodiment of a support for a suspended ceiling according to the present invention will be described in detail with reference to the drawings. 1 is a perspective view of a building using the waterproof structure of the present invention, FIG. 2 is a sectional view of the waterproof structure, and FIG. 3 is a cutaway perspective view of the waterproof structure.
【0007】 図1の建物の外壁は押し出し成形セメント板1を張り合わせて形成したもので あり、この押し出し成形セメント板1は長手方向が実継ぎで接続されて横目字2 にシール材が充填されている。The outer wall of the building shown in FIG. 1 is formed by laminating extruded cement boards 1. The extruded cement boards 1 are connected in the longitudinal direction by actual joints, and the horizontal cross-sections 2 are filled with a sealing material. There is.
【0008】 また竪目地3内にはコ字状の水受け具4が開口部側を前側にして嵌入され、支 持片5が押し出し成形セメント板1の空洞部1a内に挿入されて水受け具4の奥 側への入り込みを防いでいる。In addition, a U-shaped water receiver 4 is inserted into the vertical joint 3 with the opening side facing forward, and the supporting piece 5 is inserted into the hollow portion 1 a of the extrusion molded cement board 1 to receive the water. It prevents the tool 4 from entering the back side.
【0009】 また、水受け具4先端に取り付けたゴムパッキン4aが押し出し成形セメント 板1に水密状に圧接されて、水受け具4と押し出し成形セメント板1との間を密 封すると共に、開口部側の目地にシール材6が充填されている。Further, the rubber packing 4a attached to the tip of the water receiver 4 is pressure-contacted to the extruded cement plate 1 in a watertight manner to tightly seal the space between the water receiver 4 and the extruded cement plate 1 and to open the opening. The joint material on the part side is filled with the sealing material 6.
【0010】 この水受け具4は塩化ビニル樹脂で適宜長さに形成され、支持片5が後方に拡 開した状態で水受け具4背面に接着されている。 そして、図3に示すように、水受け具4が長さ方向に連続的に接続されて竪目 地3内に嵌入され、その最下端部が外壁最下部の水切り金物7に当接されている 。The water receiver 4 is made of vinyl chloride resin and has an appropriate length, and the support piece 5 is adhered to the back surface of the water receiver 4 in a state of being expanded rearward. Then, as shown in FIG. 3, the water receivers 4 are continuously connected in the longitudinal direction and are fitted into the vertical joints 3, and the lowermost ends thereof are brought into contact with the draining metal fittings 7 at the lowermost part of the outer wall. There is.
【0011】 よって、仮に竪目地3内に水が浸入したとしても、それを水受け具4で下側へ 流して外壁最下部の水切り金物7から排水処理することにより、さらに奥側への 浸入を防止する。Therefore, even if water enters the vertical joints 3, the water is flowed downward by the water receiver 4 and drained from the drainage metal fitting 7 at the lowermost part of the outer wall, so that the water further invades. Prevent.
【0012】 またこの水受け具4の竪目地3への取り付けは、図5に示すように、支持片5 を手で摘んで内側に窄めた状態で竪目地3内に挿入する。そうすると前記支持片 5が押し出し成形セメント板1の空洞部1aで拡張して係止されるので、水受け 金具4がこれ以上奥に入り込まずに固定される。To attach the water receiver 4 to the vertical joint 3, as shown in FIG. 5, the support piece 5 is manually pinched and inserted into the vertical joint 3 in a state of being narrowed inward. Then, the support piece 5 is expanded and locked in the hollow portion 1a of the extrusion-molded cement board 1, so that the water receiving fitting 4 is fixed without further entering.
【0013】[0013]
成形セメント板を張り合わせた外壁の竪目地内に、先端側が拡張した水受け具 が目地の内壁に圧接した状態で嵌入され、その下端が外壁最下部の水切り金物上 に当接され、竪目地の前面側がシール材で閉塞されたことにより、前記シール材 が収縮したり、或は劣化したりして竪目地内に水が浸入したとしても、それが水 受け具で止水されて外壁最下部の水切り金物から排水処理されるので、建物の外 壁の目地部における竪目地の防水を完璧に行うことができる。 In the vertical joint of the outer wall where the molded cement plates are stuck together, the water receiver with the expanded tip side is inserted in pressure contact with the inner wall of the joint, and the lower end of the water receiver is abutted on the draining metal fitting at the bottom of the outer wall, Even if water leaks into the vertical joint due to the sealing material contracting or deteriorating due to the front side being blocked by the sealing material, it is stopped by the water catcher and the outermost wall Since the drainage from the drainage fittings in the building is treated, the vertical joints in the joints of the outer wall of the building can be completely waterproofed.
【図1】本考案の防水構造を使用した建物の斜視図であ
る。FIG. 1 is a perspective view of a building using the waterproof structure of the present invention.
【図2】防水構造の断面図である。FIG. 2 is a sectional view of a waterproof structure.
【図3】防水構造の切欠斜視図である。FIG. 3 is a cutaway perspective view of a waterproof structure.
【図4】水切り具の断面図である。FIG. 4 is a cross-sectional view of a draining tool.
【図5】水切り具を竪目地内に挿入する方法を示した断
面図である。FIG. 5 is a cross-sectional view showing a method of inserting the draining tool into the vertical joint.
【図6】(1)は従来の外壁の縦断面図、(2)は同横
断面図である。FIG. 6 (1) is a vertical sectional view of a conventional outer wall, and FIG. 6 (2) is a horizontal sectional view thereof.
1 押し出し成形セメント板 2 横目字 3 竪目地 4 水受け具 5 支持片 6 シール材 7 水切り金物 1 Extruded cement board 2 Horizontal cross-section 3 Vertical joint 4 Water receiver 5 Support piece 6 Sealing material 7 Drainer
Claims (1)
目地内に、先端側が拡張した水受け具が目地の内壁に圧
接した状態で嵌入され、その下端が外壁最下部の水切り
金物上に当接され、竪目地の前面側がシール材で閉塞さ
れたことを特徴とする建物の外壁の目地部における防水
構造。1. A water receptacle whose front end side is expanded is fitted in a vertical joint of an outer wall to which a cemented cement plate is adhered, in a state of being in pressure contact with the inner wall of the joint, and its lower end abuts on the draining metal fitting at the lowermost part of the outer wall. The waterproof structure in the joint portion of the outer wall of the building is characterized in that the front side of the vertical joint is closed by the sealing material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6211993U JPH0732012U (en) | 1993-11-18 | 1993-11-18 | Waterproof structure at joints of outer wall of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6211993U JPH0732012U (en) | 1993-11-18 | 1993-11-18 | Waterproof structure at joints of outer wall of building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0732012U true JPH0732012U (en) | 1995-06-16 |
Family
ID=13190858
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6211993U Pending JPH0732012U (en) | 1993-11-18 | 1993-11-18 | Waterproof structure at joints of outer wall of building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0732012U (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5219111B1 (en) * | 1971-04-24 | 1977-05-26 |
-
1993
- 1993-11-18 JP JP6211993U patent/JPH0732012U/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5219111B1 (en) * | 1971-04-24 | 1977-05-26 |
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