JPS6126493Y2 - - Google Patents
Info
- Publication number
- JPS6126493Y2 JPS6126493Y2 JP1982005826U JP582682U JPS6126493Y2 JP S6126493 Y2 JPS6126493 Y2 JP S6126493Y2 JP 1982005826 U JP1982005826 U JP 1982005826U JP 582682 U JP582682 U JP 582682U JP S6126493 Y2 JPS6126493 Y2 JP S6126493Y2
- Authority
- JP
- Japan
- Prior art keywords
- joint
- groove
- rainwater
- joints
- curtain wall
- 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
Links
- 239000000463 material Substances 0.000 claims description 10
- 230000004888 barrier function Effects 0.000 claims description 4
- 239000000565 sealant Substances 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 230000007547 defect Effects 0.000 description 3
- 230000007246 mechanism Effects 0.000 description 3
- 230000008602 contraction Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000008439 repair process Effects 0.000 description 2
- 238000009423 ventilation Methods 0.000 description 2
- 244000280244 Luffa acutangula Species 0.000 description 1
- 235000009814 Luffa aegyptiaca Nutrition 0.000 description 1
- 239000004677 Nylon Substances 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 239000011368 organic material Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- 229920003051 synthetic elastomer Polymers 0.000 description 1
- 239000005061 synthetic rubber Substances 0.000 description 1
Landscapes
- Building Environments (AREA)
- Load-Bearing And Curtain Walls (AREA)
Description
【考案の詳細な説明】
この考案は等気圧理論を応用したカーテンウオ
ール横目地の防水構造の提案に係わる。[Detailed explanation of the invention] This invention relates to the proposal of a waterproof structure for the side joints of a curtain wall by applying the isobaric theory.
現在の建物の外壁であるカーテンウオール部材
は地震時の変位や部材の温湿度変化に伴う伸縮を
考慮して適当な幅の目地が設けられている。 Curtain wall members, which are the outer walls of current buildings, are provided with joints of appropriate width in consideration of displacement during earthquakes and expansion and contraction of the members due to changes in temperature and humidity.
そして、同時にその部分から雨水の浸入を防ぐ
ために、ほとんどの場合、合成ゴム系のペースト
状シーリング材が充填されている。 At the same time, in most cases, a synthetic rubber paste sealant is filled in to prevent rainwater from entering the area.
ところが、このシーリング材は太陽の直射や風
雨に直接さらされているため、長期の耐久性につ
いては、有機材料に共通する欠点である熱や紫外
線などの影響を受けて脆化しやすく、さらに、地
震や大型パネルの熱伸縮などによるムーブメント
によつて劣化が促進され、予想よりも早い時期に
シーリング材自体の破断や接着面での剥離が生じ
る事例が目立つており、補修の必要が生じてい
る。 However, since this sealant is exposed to direct sunlight and wind and rain, its long-term durability is susceptible to embrittlement due to the effects of heat and ultraviolet rays, which are common shortcomings of organic materials, and it is also susceptible to earthquakes. Deterioration is accelerated by movement caused by thermal expansion and contraction of large panels, and there are noticeable cases where the sealant itself breaks or the adhesive surface peels off sooner than expected, necessitating repairs.
欠陥が生じると、カーテンウオール部材の表面
を流下していく雨水が風圧力や毛細管現象による
作用で、欠陥部の隙間を通して目地内部に押込ま
れる。 When a defect occurs, rainwater flowing down the surface of the curtain wall member is forced into the joint through the gap between the defects due to wind pressure and capillary action.
多くの建物の場合は、この現象を予想して目地
内部に減圧空間、水返し立上がり、二次側シール
などを設けるなどして、目地内部に浸入した雨水
を室内に浸入させずに排水するシステムを施して
はいるが、風雨の条件や施工の誤差を考えると、
十分とは言いがたいのが現実である。 In the case of many buildings, in anticipation of this phenomenon, systems are installed to drain rainwater that has entered the interior of the joint without allowing it to enter the room, such as by installing depressurized spaces, water return stands, secondary side seals, etc. inside the joints. However, considering the wind and rain conditions and construction errors,
The reality is that it is far from sufficient.
さらに、高層ビルの場合はシーリング材の充填
長さが非常に長いことや、その補修が高所におけ
る作業になるなど、費用が莫大になることは明ら
かである。 Furthermore, in the case of high-rise buildings, it is clear that the cost will be enormous, as the length of sealant filling is extremely long and repair work must be performed at high places.
今後は、さらに優れた耐久性を有するシーリン
グ材の開発が望まれるが、材料だけに頼らず、多
少、欠陥が生じても本質的に雨水が室内に入りに
くい、つまり、現在のような“シーリング材が雨
水と風の両方を遮断する”という考えではなく、
雨水は目地の形状や水返し材で防ぎ、風は雨水の
届かない位置で遮るという外部と目地内部空間と
の間を通気可能とした等気圧化をはかつた目地機
構の開発の必要性が生じた。 In the future, it is hoped that sealing materials with even greater durability will be developed, but it is important to not rely solely on the material, and even if some defects occur, it is inherently difficult for rainwater to enter the room. Rather than thinking that the material blocks both rainwater and wind,
There is a need to develop a joint mechanism that achieves equal atmospheric pressure by allowing ventilation between the outside and the interior space of the joint, preventing rainwater by using the shape of the joint and water return material, and blocking wind at a location where rainwater cannot reach. occured.
すなわち、目地開口を閉塞するところのシーリ
ングを無しとした目地内部に水返し機構を設け、
かつ、目地の室内側に風止め(ウインド・バリ
ア)を設けるとしてなる雨水の侵入エネルギーを
目地内部に呼び込んで減殺する方式のものが提案
されつつある。 In other words, a water return mechanism is installed inside the joint without sealing the joint opening, and
In addition, a method is being proposed in which a wind barrier is installed on the indoor side of the joint to reduce the energy of rainwater entering the joint by drawing it into the interior of the joint.
しかし、雨水の浸入要因は極めて複雑であつ
て、既存の水返し機構では充分な効果が得られて
いないのが実状である。 However, the factors behind rainwater infiltration are extremely complex, and the reality is that existing water returning mechanisms are not sufficiently effective.
本案は、叙上の事情に鑑みなされたもので、以
下、これの詳細を図にもとづいて説明する。 This proposal was made in view of the circumstances mentioned above, and the details will be explained below based on the diagram.
第1図は本案に於ける相互に積重するカーテン
ウオール部材1,1′間の目地部を縦断面にて示
したもので、その目地構造は外部V側よりゆるや
かな傾斜溝2が進入し、奥行き中間より起立して
所定長の縦溝3を構成したのち、水平に転じて水
平溝4が反対側の内部側に抜けるとしてなると
共に当該縦溝3若しくは水平溝4に例えばナイロ
ンタワシ、ヘチマ等の連続多孔弾性材より成る通
気性の目地材5を密嵌装する。この態様は、一見
目地内部通路を途中で等気圧化に反して遮断する
ものにみえるが、等気圧化は当該通気性の目地材
5を介しての通気で確保される。さらに目地材5
はその連続多孔をくぐり抜けようとする雨水の侵
入エネルギーを迂回路にさそい込んで消耗減殺す
る。尚、図中6は傾斜溝2天壁に付形の水切り凹
部、又、7は目地の室内側開口を閉塞するウイン
ド・バリアである。 Figure 1 shows a longitudinal cross-section of the joint between the curtain wall members 1 and 1' that are stacked on top of each other in this case. , after forming a vertical groove 3 of a predetermined length by standing up from the middle of the depth, it turns horizontal and the horizontal groove 4 comes out to the inside of the opposite side, and the vertical groove 3 or the horizontal groove 4 is filled with, for example, a nylon scrubber or a loofah. A breathable joint material 5 made of a continuous porous elastic material such as the above is tightly fitted. At first glance, this embodiment appears to block the passage inside the joint against equal pressure, but equal pressure is ensured by ventilation through the permeable joint material 5. Furthermore, joint material 5
The intrusion energy of rainwater that tries to pass through the continuous pores is channeled into a detour, reducing its consumption. In the figure, 6 is a draining recess formed on the top wall of the inclined groove 2, and 7 is a wind barrier that closes the indoor opening of the joint.
本案は叙上の如く、浸入雨水は、縦溝3でもつ
てそのほとんどのエネルギーを消耗するうえに、
太陽の直射をまぬがれる位置での配設によつて熱
や紫外線の影響で脆化されることのない耐久性を
保障されている内目地通路途中に遮断配置の目地
材5が、等気圧化を維持しつつ、侵入エネルギー
の完全減殺を図るので、その侵入が阻止されると
いう、簡易構成なるも優れた合理性を奏するもの
である。 As mentioned above, the main problem is that infiltrated rainwater consumes most of its energy even in the vertical groove 3, and
The joint material 5, which is placed in a blocked position in the middle of the inner joint passageway, guarantees durability without becoming brittle due to the effects of heat or ultraviolet rays by placing it in a position that is protected from direct sunlight. Since the intrusion energy is completely reduced while maintaining the energy level, the intrusion is prevented, and the simple structure exhibits excellent rationality.
図は本案の実施態様を示し、第1図は目地部の
縦断面図である。
1,1′……カーテンウオール部材、2……傾
斜溝、3……縦溝、4……水平溝、5……通気性
目地材、6………水切り凹部、7……ウインド・
バリア。
The figures show an embodiment of the present invention, and FIG. 1 is a longitudinal sectional view of a joint portion. 1, 1'... Curtain wall member, 2... Inclined groove, 3... Vertical groove, 4... Horizontal groove, 5... Breathable joint material, 6... Draining recess, 7... Window.
barrier.
Claims (1)
進入奥行き中間より起立して所定長の縦溝を構成
したのち水平に転じて水平溝となつて内部側に抜
けるとし、当該縦溝若しくは水平溝に連続多孔弾
性材より成る目地材を密嵌装し、さらに、目地の
室内側開口にウインド・バリアを設けてなること
を特徴とする等気圧理論を応用したカーテンウオ
ール横目地の防水構造。 The joint structure is such that a gently sloping groove from the outside rises from the middle of the entrance depth to form a vertical groove of a predetermined length, then turns horizontally and exits to the inside as a horizontal groove. A waterproof structure for the side joints of a curtain wall that applies isobaric theory, characterized by tightly fitting joint material made of continuous poroelastic material and further providing a wind barrier at the indoor opening of the joints.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP582682U JPS58108015U (en) | 1982-01-20 | 1982-01-20 | Waterproof structure for curtain wall side joints applying isobaric theory |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP582682U JPS58108015U (en) | 1982-01-20 | 1982-01-20 | Waterproof structure for curtain wall side joints applying isobaric theory |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS58108015U JPS58108015U (en) | 1983-07-22 |
JPS6126493Y2 true JPS6126493Y2 (en) | 1986-08-08 |
Family
ID=30018620
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP582682U Granted JPS58108015U (en) | 1982-01-20 | 1982-01-20 | Waterproof structure for curtain wall side joints applying isobaric theory |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58108015U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008240288A (en) * | 2007-03-26 | 2008-10-09 | Taisei Corp | Vent structure in external heat insulation structure |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4638095B2 (en) * | 2001-09-17 | 2011-02-23 | 株式会社奥村組 | Substructure of base-isolated building |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6212015Y2 (en) * | 1980-03-07 | 1987-03-25 |
-
1982
- 1982-01-20 JP JP582682U patent/JPS58108015U/en active Granted
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008240288A (en) * | 2007-03-26 | 2008-10-09 | Taisei Corp | Vent structure in external heat insulation structure |
Also Published As
Publication number | Publication date |
---|---|
JPS58108015U (en) | 1983-07-22 |
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