JPH0232725Y2 - - Google Patents

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Publication number
JPH0232725Y2
JPH0232725Y2 JP1982001695U JP169582U JPH0232725Y2 JP H0232725 Y2 JPH0232725 Y2 JP H0232725Y2 JP 1982001695 U JP1982001695 U JP 1982001695U JP 169582 U JP169582 U JP 169582U JP H0232725 Y2 JPH0232725 Y2 JP H0232725Y2
Authority
JP
Japan
Prior art keywords
joint
rainwater
curtain wall
joints
wind
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
Application number
JP1982001695U
Other languages
Japanese (ja)
Other versions
JPS58104213U (en
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 filed Critical
Priority to JP169582U priority Critical patent/JPS58104213U/en
Publication of JPS58104213U publication Critical patent/JPS58104213U/en
Application granted granted Critical
Publication of JPH0232725Y2 publication Critical patent/JPH0232725Y2/ja
Granted legal-status Critical Current

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  • 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
ール縦目地の防水構造の提案に係わる。
[Detailed description of the invention] This invention relates to the proposal of a waterproof structure for the vertical joints of a curtain wall by applying the isobaric theory.

建物の外壁に用いられ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 used for the exterior walls of buildings are provided with joints of appropriate widths, taking into account 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
よつて劣化が捉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 and There have been noticeable cases of the sealing material itself breaking or peeling at the adhesive surface sooner than expected due to the deterioration of the movement due to thermal expansion and contraction of large panels, 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あるいは毛細管現象
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 in the defect due to wind pressure or 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と思われる。
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 the 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
水と雨の両方を遮断する”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 not to rely solely on the material, and even if some defects occur, it is essentially difficult for rainwater to enter the room. Rather than thinking that the material blocks both rainwater and rain,
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
ング材を無しとすると共に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ものが提案され
つつある。
That is, proposals are being made that do not require a sealant to close the joint opening, provide a water return mechanism inside the joint, and provide a wind barrier on the indoor side 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、本案に施ける隣接するカーテンウオ
ール部材1,1′間の目地部を平断面にて示した
もので、目地の奥行き中間には合成ゴム、合成樹
脂等の弾性材よりなる目地材2を密嵌装し、又当
該目地材の手前には幅広部3を形成し、ここから
該目地材2の背部にかけて内部側を上に勾配をつ
けた通気孔4,4′をカーテンウオール部材1,
1′に穿設する。
Figure 1 shows a planar cross-section of the joint between adjacent curtain wall members 1 and 1' that can be applied in this case.At the middle of the depth of the joint, there is a joint made of an elastic material such as synthetic rubber or synthetic resin. In addition, a wide part 3 is formed in front of the joint material 2, and ventilation holes 4, 4' with the inside side sloped upward from here to the back of the joint material 2 are inserted into the curtain wall. Part 1,
1'.

5は目地の室内側開口を閉塞するウインド・バ
リアである。
5 is a wind barrier that closes the indoor opening of the joint.

尚、図中Uは外部を、Iは内部を夫々を示す。 In the figure, U indicates the outside, and I indicates the inside.

本案は叙上の如く構成されるので、浸入雨水は
幅広部2で急激に拡散されて、そのエネルギーを
低減されるうえに、その浸入は通路を完全に遮断
している目地材2で阻止される。
Since this project is constructed as described above, infiltrated rainwater is rapidly dispersed in the wide part 2, its energy is reduced, and its infiltration is prevented by the joint material 2 that completely blocks the passage. Ru.

尚、等気圧化は通気孔4,4′によつて確保さ
れてあり、また、通気孔4,4′はその内部側を
上にした勾配により雨水の浸入を許容することは
ない。
It should be noted that equal pressure is ensured by the ventilation holes 4, 4', and since the ventilation holes 4, 4' are sloped with their inner sides facing upward, they do not allow rainwater to enter.

【図面の簡単な説明】[Brief explanation of the drawing]

図は本案の実施態様を示し、第1図は目地部の
平断面図である。 1,1′……カーテンウオール部材、2……目
地材、3……幅広部、4,4′……通気孔、5…
…ウインド・バリア。
The figures show an embodiment of the present invention, and FIG. 1 is a plan cross-sectional view of the joint portion. 1, 1'... Curtain wall member, 2... Joint material, 3... Wide part, 4, 4'... Ventilation hole, 5...
...wind barrier.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 目地の奥行き中間に弾性材よりなる目地材を密
嵌装し、目地材の前部に配設した幅広部から背部
にかけて内部側を上に勾配をつけた通気孔をカー
テンウオール部材に穿設し、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縦
目地の防水構造。
A joint material made of elastic material is tightly fitted in the middle of the depth of the joint, and a ventilation hole is drilled in the curtain wall member with the inside sloped upward from the wide part placed at the front of the joint material to the back. , a waterproof structure for vertical joints of curtain walls that applies isobaric theory, which is characterized by the provision of a wind barrier at the indoor opening of the joints.
JP169582U 1982-01-09 1982-01-09 Waterproof structure of vertical joints of curtain wall applying isobaric theory Granted JPS58104213U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP169582U JPS58104213U (en) 1982-01-09 1982-01-09 Waterproof structure of vertical joints of curtain wall applying isobaric theory

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP169582U JPS58104213U (en) 1982-01-09 1982-01-09 Waterproof structure of vertical joints of curtain wall applying isobaric theory

Publications (2)

Publication Number Publication Date
JPS58104213U JPS58104213U (en) 1983-07-15
JPH0232725Y2 true JPH0232725Y2 (en) 1990-09-05

Family

ID=30014702

Family Applications (1)

Application Number Title Priority Date Filing Date
JP169582U Granted JPS58104213U (en) 1982-01-09 1982-01-09 Waterproof structure of vertical joints of curtain wall applying isobaric theory

Country Status (1)

Country Link
JP (1) JPS58104213U (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56128857A (en) * 1980-03-15 1981-10-08 Kajima Corp Water proofing apparatus

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56135017U (en) * 1980-03-14 1981-10-13

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56128857A (en) * 1980-03-15 1981-10-08 Kajima Corp Water proofing apparatus

Also Published As

Publication number Publication date
JPS58104213U (en) 1983-07-15

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