JPS6221099B2 - - Google Patents
Info
- Publication number
- JPS6221099B2 JPS6221099B2 JP14597081A JP14597081A JPS6221099B2 JP S6221099 B2 JPS6221099 B2 JP S6221099B2 JP 14597081 A JP14597081 A JP 14597081A JP 14597081 A JP14597081 A JP 14597081A JP S6221099 B2 JPS6221099 B2 JP S6221099B2
- Authority
- JP
- Japan
- Prior art keywords
- horizontal
- drainage channel
- mullions
- building
- mullion
- 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 39
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 13
- 229910052782 aluminium Inorganic materials 0.000 claims description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 238000010276 construction Methods 0.000 description 5
- 239000003566 sealing material Substances 0.000 description 5
- 230000007797 corrosion Effects 0.000 description 4
- 238000005260 corrosion Methods 0.000 description 4
- 239000011521 glass Substances 0.000 description 4
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 230000006866 deterioration Effects 0.000 description 3
- 125000006850 spacer group Chemical group 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229920001875 Ebonite Polymers 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000565 sealant Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 210000002268 wool Anatomy 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Description
【発明の詳細な説明】
この発明はカーテンウオール、特に方立及び横
桟にて窓材、ウオール材を保持するカーテンウオ
ールの改良に関する。DETAILED DESCRIPTION OF THE INVENTION This invention relates to improvements in curtain walls, particularly curtain walls that hold window materials and wall materials in mullions and horizontal beams.
従来のカーテンウオールとしては、例えばアル
ミニウム製のカーテンウオールが知られている。
このアルミニウム製のカーテンウオールは方立及
び横桟を各々アルミニウム製の押出型材にて形成
している。そして建物外面に方立を所定間隔で縦
方向に連続して設け、この方立間に横桟を組合せ
て方形状枠を形成すると共に、この方形状枠内に
窓材、ウオール材等を保持させ、更に方立及び横
桟と窓材、ウオール材との間にシール材を介装さ
せて建物側に雨水が浸入するのを防止するように
している。 As a conventional curtain wall, for example, an aluminum curtain wall is known.
In this aluminum curtain wall, the mullions and horizontal bars are each formed from extruded aluminum members. Then, mullions are provided continuously in the vertical direction at predetermined intervals on the exterior of the building, horizontal bars are combined between the mullions to form a rectangular frame, and window materials, wall materials, etc. are held within this rectangular frame. Furthermore, a sealing material is interposed between the mullions and horizontal beams and the window and wall materials to prevent rainwater from entering the building.
しかしながら、このような従来のカーテンウオ
ールにあつては、耐食性は良好であるがアルミニ
ウムの材料費が割高であるためコスト高になる上
に十分な荷重支持強度を得るためには方立及び横
桟の見込み寸法、即ち窓材、ウオール材よりも建
物側に突出する寸法、を大きくとらねばならず、
それだけ方立及び横桟が大型となり、窓材、ウオ
ール材と建物外面との間のスペースも大とならざ
るを得ず、スペース的に無駄が生じ、しかも施工
条件に対して臨機応変に適合し難いものであつ
た。また、シール性の点に於いても、窓材、ウオ
ール材と方立及び横桟との間のシールを確実にす
ることを前提としシール不良に対する対策を考慮
していないため、シール材の施工不良や劣化によ
つて一旦シール不良(界面剥離)が生じるとそこ
を補修しない限り建物側に雨水が浸入して建物の
耐用度を低下させてしまうこととなるという問題
点があつた。 However, although such conventional curtain walls have good corrosion resistance, the cost of aluminum is relatively high, which increases the cost. The expected dimensions of the window and wall materials, that is, the dimensions that protrude toward the building side, must be made larger.
The mullions and horizontal beams are correspondingly larger, and the space between the window and wall materials and the building exterior must also be larger, resulting in wasted space. It was difficult. In addition, in terms of sealing performance, it is assumed that the seal between the window material, wall material and the mullions and horizontal beams is ensured, and measures against seal failure are not considered. Once a seal failure (interfacial peeling) occurs due to defects or deterioration, there is a problem in that unless the seal is repaired, rainwater will enter the building and reduce the durability of the building.
また、従来では方立及び横桟を各々外部側部材
と内部側部材とで形成し、腐食のおそれの高い外
部側部材にアルミニウム製の型材を使用し且つ腐
食のおそれの低い内部側部材には型鋼材を使用す
るようにしたものも知られているが、これではコ
ストの点はある程度満足し得るものの他の点に於
いては前記従来例と同様の問題点が残されてお
り、しかも重量が大となる上に、方立及び横桟の
両型鋼材の結合が複雑となり、更には型鋼は規格
化されているため寸法選択の自由度が狭く、また
ウエブ部分とフランジ部分との寸法比率が一定で
あるため見込寸法としてのウエブ部分の寸法を大
きくとろうとするとフランジ部分の寸法が外側部
材よりも大となつてその調整が必要であり、その
上型鋼材は元来構造材であるので仕上げ材である
カーテンウオールへの適用には無理があつた。 In addition, in the past, mullions and horizontal bars were each formed from an outer side member and an inner side member, and an aluminum profile was used for the outer side member where there was a high risk of corrosion, and an aluminum profile was used for the inner side member where there was a low risk of corrosion. There are also known models that use shaped steel, but although this may be satisfactory to some extent in terms of cost, it still has the same problems as the conventional example above in other respects, and moreover, the weight In addition, the connection of both the mullion and horizontal beams is complicated, and since the steel shapes are standardized, the degree of freedom in selecting dimensions is limited, and the dimensional ratio between the web and flange sections is large. is constant, so if you try to increase the estimated dimensions of the web part, the dimensions of the flange part will become larger than the outer member, and adjustment will be necessary. It was difficult to apply it to curtain walls, which are finishing materials.
尚、以上及び以下に於いて、外側部材とは窓
材、ウオール材を基準にしてそこから外部に露出
する部材をいい、また内側部材とは窓材、ウオー
ル材よりも建物側に位置する部材をいうものとす
る。 In addition, in the above and below, the outer member refers to the member that is exposed to the outside from the window material or wall material, and the inner member refers to the member located closer to the building than the window material or wall material. shall mean.
この発明は、このような従来の問題点に着目し
てなされたもので、建物外面に所定間隔で縦方向
に連続して設けられる方立間に横桟を組合せその
方形状枠内に窓材、ウオール材を保持自在とした
カーテンウールに於いて、上記方立及び横桟を、
各々鋼板製の内側部材とアルミニウム製の外側部
材とで形成してコストの削減及び施工条件に対す
る適応性を持たせると共に、上記横桟の内外両側
部材間に通し部材を介在させて横方向の排水路を
形成し且つ方立の外側部材をパイプ形状に形成し
てその内部を上記横方向の排水路と連通する縦方
向の排水路として形成してシール不良時に対処し
得るようにすることで、上記従来の問題点を解決
することを目的としている。 This invention was made by focusing on such conventional problems, and consists of combining horizontal bars between mullions that are continuously provided in the vertical direction at predetermined intervals on the exterior of a building, and installing window material within the rectangular frame. , in curtain wool that can hold the wall material, the mullions and horizontal bars are
Each member is made of an inner member made of steel plate and an outer member made of aluminum to reduce costs and have adaptability to construction conditions, and a through member is interposed between the inner and outer members of the horizontal crosspiece to facilitate lateral drainage. By forming the outer member of the mullion into a pipe shape and forming the inside thereof as a vertical drainage channel communicating with the horizontal drainage channel, it is possible to deal with seal failures. The purpose is to solve the above conventional problems.
以下、この発明を図面に基づいて説明する。第
1図〜第7図は、この発明の一実施例を示す図で
ある。図中1が方立で、建物外面2に所定間隔で
縦方向に連続して設けられる。3は横桟で、上記
方立1間に組合せられる。そして、これら方立1
及び横桟3にて建物外面2に、窓材としてのガラ
ス4又はウオール材としてのパネル5保持用の方
形状枠6が形成される。また方立1及び横桟3
は、各々内側部材7,8と外側部材9,10とで
形成されると共に、これら内側部材7,8と外側
部材9,10との間で、上記ガラス4又はパネル
5の縁部が、シール材11、接着剤12、更には
硬質ゴム製のスペーサ13等を介して保持され
る。そして更に、雨水等に晒されることは少ない
が荷重支持強度の要求される上記内側部材7,8
を強度の高い鋼板製にすると共に、荷重支持強度
はそれほど要求されないが雨水等に晒される外側
部材9,10を耐食性の高いアルミニウム製にす
ることで、各々の材料の特性を効率的に活用し且
つコストの削減を図るようにしている。また、鋼
板製の内側部材7,8は、ペンダーその他にて曲
げ加工されるようになつている。即ち、内側部材
7,8の見込み寸法lを各施工現場の条件に応じ
て予めその条件に適合する荷重支持強度を備えた
寸法に設定可能としている。具体的には、方立1
の内側部材7は、荷重支持強度に応じて見込み寸
法lを設定自在にした部材14とこの部材14に
溶着される部材15とで断面ボツクス形状に形成
される。上記部材14には横桟3連結用のブラケ
ツト16がボルト・ナツト17を介して固着さ
れ、部材15には外側部材9用のL字状の連結部
材18が溶着されている。この内側部材7は建物
側の基材45a,45bに支持されるブラケツト
46にボルト・ナツト47を介して固着されると
共に、ブラケツト46の長孔にて位置調整自在に
される。また、横桟3の内側部材8は、上記方立
1の内側部材7に相応する見込み寸法lを備えた
断面コ字形状に形成されると共に、上記ブラケツ
ト16にビス19を介して固着される。この内側
部材8の外側面20にはその長手方向に沿つてコ
字形状の連結部材21が予め溶着されている。
尚、上記内側部材8は各々建物外面2側に配した
基材22にビス23を介して固着される。アルミ
ニウム製の外側部材9,10は各々一体成形の押
出し型材で形成される。具体的には、方立1の外
側部材9は角形のパイプ形状とされ、その内側面
24には上記内側部材7の連結部材18を受入れ
可能な一対の連結用フランジ部25が長手方向に
亘つて設けられ、この連結フランジ部25と上記
連結部材18とをボルト26にて連結するように
している。尚、この外側部材9は角形のパイプ形
状でその外側面26が平坦となつているが、パイ
プ形状は角形の外にも種々採用でき且つ外側面2
6も平坦に限られるものではない。横桟3の外側
部材10は、平板形状とされ内側部材8に連結さ
れるのであるが、この外側部材10と内側部材8
との間には方立1の外側部材9と内側部材7との
間を貫通する通し部材27が介在せしめられる。
具体的には通し部材27はコ字形状の連結部材2
1にビス29を介して固着され、この通し部材2
7に外側部材9がボルト30を介して固着され
る。尚、方立1に於ける内側部材7の連結部材1
8と外側部材9の連結用フランジ部25には各々
通し部材27貫通用の切欠き部31,32が形成
してある。また、内側部材7と通し部材27との
間及び外側部材9と通し部材27との間には各々
シール材40が介在せしめられている。そして、
上記通し部材27の上方に横方向の排水路33を
形成している。そして更に、方立1の外側部材9
に於ける横桟3との交差部相応位置に上記横方向
の排水路33と連通する集水孔34を形成し且つ
外側部材9の下部に外部を連通する排水孔35を
形成して、外側部材9の内部を縦方向の排水路3
6とするようにしている。尚、外側部材9の下端
は詰物42にて閉塞される。従つて、横方向の排
水路33と縦方向の排水路36とが連通して方形
状枠6に於ける浸入雨水を各フロア毎に確実に外
部へ排出し得ることとなる。尚、37がフロア位
置、38が耐火パネル、39が窓開口部、41が
外側部材9のジヨイント材、そして43がセツテ
イングブロツクで、このセツテイングブロツク4
3には排水用の溝44が形成してある。 The present invention will be explained below based on the drawings. 1 to 7 are diagrams showing an embodiment of the present invention. In the figure, 1 is a mullion, which is continuously provided in the vertical direction at predetermined intervals on the outer surface 2 of the building. 3 is a horizontal crosspiece, which is combined with the above-mentioned mullion 1. And these mullions 1
A rectangular frame 6 for holding glass 4 as a window material or panel 5 as a wall material is formed on the outer surface 2 of the building at the horizontal beam 3. In addition, mullion 1 and horizontal beam 3
are formed of inner members 7, 8 and outer members 9, 10, respectively, and between these inner members 7, 8 and outer members 9, 10, the edge of the glass 4 or panel 5 is sealed. It is held via a material 11, an adhesive 12, a spacer 13 made of hard rubber, and the like. Furthermore, the inner members 7 and 8 are not often exposed to rainwater, etc. but are required to have load-bearing strength.
are made of high-strength steel plates, and the outer members 9 and 10, which do not require much load-bearing strength but are exposed to rainwater, are made of highly corrosion-resistant aluminum, making efficient use of the characteristics of each material. At the same time, we are trying to reduce costs. Further, the inner members 7 and 8 made of steel plates are bent using a bender or the like. That is, the expected dimension l of the inner members 7 and 8 can be set in advance according to the conditions of each construction site to a dimension that has a load supporting strength that meets the conditions. Specifically, mullion 1
The inner member 7 is formed into a box-shaped cross section by a member 14 whose expected dimension l can be freely set according to the load supporting strength and a member 15 welded to this member 14. A bracket 16 for connecting the horizontal beams 3 is fixed to the member 14 via bolts and nuts 17, and an L-shaped connecting member 18 for the outer member 9 is welded to the member 15. This inner member 7 is fixed to a bracket 46 supported by base materials 45a and 45b on the building side via bolts and nuts 47, and its position can be adjusted freely through long holes in the bracket 46. Further, the inner member 8 of the horizontal beam 3 is formed into a U-shaped cross section with an expected dimension l corresponding to the inner member 7 of the mullion 1, and is fixed to the bracket 16 via screws 19. . A U-shaped connecting member 21 is welded in advance to the outer surface 20 of the inner member 8 along its longitudinal direction.
The inner members 8 are each fixed to a base material 22 disposed on the outer surface 2 of the building via screws 23. The aluminum outer members 9, 10 are each formed from a one-piece extrusion section. Specifically, the outer member 9 of the mullion 1 has a rectangular pipe shape, and a pair of connecting flanges 25 that can receive the connecting member 18 of the inner member 7 are provided on the inner surface 24 of the mullion 1 in the longitudinal direction. The connecting flange portion 25 and the connecting member 18 are connected by bolts 26. The outer member 9 has a rectangular pipe shape with a flat outer surface 26, but various pipe shapes other than the rectangular shape can be adopted, and the outer surface 26 is flat.
6 is not limited to being flat either. The outer member 10 of the horizontal beam 3 has a flat plate shape and is connected to the inner member 8.
A through member 27 passing through between the outer member 9 and the inner member 7 of the mullion 1 is interposed between them.
Specifically, the through member 27 is a U-shaped connecting member 2.
1 through screws 29, and this through member 2
An outer member 9 is fixed to 7 via bolts 30. In addition, the connecting member 1 of the inner member 7 in the mullion 1
Notches 31 and 32 for passing through the through member 27 are formed in the connecting flange portion 25 of the outer member 8 and the outer member 9, respectively. Further, a sealing material 40 is interposed between the inner member 7 and the through member 27 and between the outer member 9 and the through member 27, respectively. and,
A horizontal drainage channel 33 is formed above the passage member 27. Furthermore, the outer member 9 of the mullion 1
A water collection hole 34 communicating with the horizontal drainage channel 33 is formed at a corresponding position at the intersection with the horizontal beam 3, and a drainage hole 35 communicating with the outside is formed in the lower part of the outer member 9. A vertical drainage channel 3 is formed inside the member 9.
I'm trying to set it to 6. Note that the lower end of the outer member 9 is closed with a filling 42. Therefore, the horizontal drainage channel 33 and the vertical drainage channel 36 communicate with each other, and the rainwater that has entered the rectangular frame 6 can be reliably discharged to the outside for each floor. In addition, 37 is the floor position, 38 is the fireproof panel, 39 is the window opening, 41 is the joint material of the outer member 9, and 43 is the setting block.
3 has a drainage groove 44 formed therein.
次に作用を説明する。まず、カーテンウオール
の組立てに際して予め方立1及び横桟3の内側部
材7,8を建物の施工条件に応じた荷重支持強度
を有する見込み寸法lで加工しておく。この場合
内側部材7,8は鋼板をベンダーその他で曲げ加
工すれば良いので自由に寸法設定がなし得るた
め、建物の施工条件に最適な見込み寸法が容易に
得られるもので、材料に無駄がなく経済的であ
る。次いで、方立1の内側部材7を建物外面2に
所定間隔で縦方向に配して基材22に固着する。
この場合内側部材7の上下端は各々フロア位置2
7に相応して位置する。そして、窓開口部39の
上縁及び下縁相応位置で各々内側部材7より突出
させたブラケツト16間に横桟3の内側部材8を
懸架して固着すると共に、この内側部材8を基材
22に固着する。この場合窓開口部39の上縁側
の内側部材8は上方に開口した状態で設けられ且
つ下縁側の内側部材8は下方に開口した状態で設
けられて窓台とされる。尚、内側部材8には予め
工場に於いて連結部材21が溶着されており、更
にこの連結部材21に方立1貫通用の通し部材2
7を固着する。そして、上記方立1の内側部材7
及び通し部材27に各々アルミニウム製の外側部
材9,10を固着して方形状枠6を形成すると共
に、この方形状枠6の内側部材7,8と外側部材
9,10との間にガラス4又はパネル5の縁部を
挿入してシール材11、接着剤12及びスペーサ
13等を施し、この工程を各階に於いて行なえば
容易にカーテンウオールが形成できる。尚、外側
部材9同士の縦方向の連結に際してはジヨイント
材41が施される。また、方形状枠6の形成と同
時に通し部材27の上方に横方向の排水路33が
形成され且つ外側部材9の内部に上記排水路33
と連通した縦方向の排水路36が形成されるた
め、シール材11の施工不良や劣化が方形状枠6
のどの位置で生じても建物側に雨水を浸入させる
ことなく、確実に各フロア位置で外部に排水でき
る。更に外側部材9は十分な長さを有するため、
十分な水圧ヘツドが得られその結果排水孔35か
らの雨水の逆流を防止できるためフラツシング等
を要することなく優れた水密性が得られることと
なるものである。 Next, the effect will be explained. First, when assembling the curtain wall, the inner members 7 and 8 of the mullions 1 and the horizontal beams 3 are processed in advance to have an expected dimension l that has a load-bearing strength according to the construction conditions of the building. In this case, the dimensions of the inner members 7 and 8 can be freely set by bending the steel plates with a bender or other means. Therefore, it is easy to obtain the optimum dimensions for the construction conditions of the building, and there is no waste of materials. Economical. Next, the inner members 7 of the mullions 1 are vertically arranged on the building exterior surface 2 at predetermined intervals and fixed to the base material 22.
In this case, the upper and lower ends of the inner member 7 are at floor position 2, respectively.
It is located corresponding to 7. Then, the inner member 8 of the horizontal crosspiece 3 is suspended and fixed between the brackets 16 protruding from the inner member 7 at positions corresponding to the upper and lower edges of the window opening 39, and the inner member 8 is fixed to the base material 22. sticks to. In this case, the inner member 8 on the upper edge side of the window opening 39 is provided in an upwardly open state, and the inner member 8 on the lower edge side is provided in a downwardly open state to serve as a window sill. A connecting member 21 is welded to the inner member 8 in advance at the factory, and a through member 2 for passing through the mullion 1 is further attached to this connecting member 21.
Fix 7. And the inner member 7 of the mullion 1
The outer members 9 and 10 made of aluminum are respectively fixed to the through member 27 to form a rectangular frame 6, and the glass 4 or A curtain wall can be easily formed by inserting the edge of the panel 5 and applying sealant 11, adhesive 12, spacer 13, etc., and performing this process on each floor. Note that a joint material 41 is applied when connecting the outer members 9 in the vertical direction. Further, at the same time as the rectangular frame 6 is formed, a horizontal drainage channel 33 is formed above the through member 27, and the drainage channel 33 is formed inside the outer member 9.
Since a vertical drainage channel 36 communicating with the rectangular frame 6 is formed, poor installation or deterioration of the sealing material 11 may occur
Rainwater can be reliably drained to the outside at each floor location without allowing rainwater to enter the building no matter where it occurs. Furthermore, since the outer member 9 has a sufficient length,
A sufficient hydraulic head is obtained, and as a result, backflow of rainwater from the drainage hole 35 can be prevented, so that excellent watertightness can be obtained without the need for flushing or the like.
尚、以上の説明に於いては、新築の建物外面に
カーテンウオールを形成する場合を想定して説明
したが、この例に限らず旧設の建物外面にカーテ
ンウオールを形成して改装する場合にも十分適用
できるものである。 The above explanation assumes that a curtain wall will be formed on the exterior of a newly constructed building, but this example is not limited to this example. is also fully applicable.
以上説明してきたように、この発明によれば、
その構成を、建物外面に所定間隔で縦方向に連続
して設けられる方立間に横桟を組合せその方形状
枠に窓材、ウオール材を保持自在としたカーテン
ウオールに於いて、上記方立及び横桟を、各々鋼
板製の内側部材とアルミニウム製の外側部材とで
形成すると共に、上記横桟の内外両側部材間に通
し部材を介在させて横方向の排水路を形成し且つ
方立の外側部材をパイプ形状に形成してその内部
を横方向の排水路を連通する縦方向の排水路とし
て形成することとしたため、方立及び横桟を全て
アルミニウムにて形成する場合に比し、コストの
削減ができ、しかも見込み寸法が小でも十分な荷
重支持強度が得られそれだけ建物外面と窓材、ウ
オール材との間の距離を小にして無駄なスペース
をなくすことができ、更には内側部材は曲げ加工
にて自在に形成できるため、施行条件に最適な見
込寸法を設定することができ、材料の無駄をなく
して経済性を向上させることができる。また、シ
ール材の施工不良や劣化による雨水の浸入が方形
状枠のどの位置で生じても、横方向及び縦方向の
排水路を介して各階毎に確実に外部へ排出でき、
それだけ水密性を向上させることができるという
効果がある。 As explained above, according to this invention,
The structure of the curtain wall is that horizontal bars are combined between the mullions that are continuously provided in the vertical direction at predetermined intervals on the outside of the building, and the window material and wall material can be held in the rectangular frame. and horizontal bars are each formed of an inner member made of a steel plate and an outer member made of aluminum, and a through member is interposed between the inner and outer members of the horizontal bars to form a horizontal drainage channel. Since the outer member is formed into a pipe shape and the inside is formed as a vertical drainage channel that communicates with the horizontal drainage channel, the cost is lower than when the mullions and horizontal bars are all made of aluminum. Moreover, sufficient load-bearing strength can be obtained even if the expected dimensions are small, and the distance between the building exterior and window materials and wall materials can be reduced to eliminate wasted space. Since it can be formed freely by bending, the optimum expected dimensions can be set for the construction conditions, eliminating wasted materials and improving economic efficiency. In addition, even if rainwater infiltrates due to poor installation or deterioration of the sealing material at any location on the rectangular frame, it can be reliably drained to the outside on each floor via the horizontal and vertical drainage channels.
This has the effect of improving watertightness accordingly.
第1図はこの発明の一実施例を示すカーテンウ
オールの部分斜視図、第2図〜第7図は各々第1
図−〜−線に沿う拡大断面図、そして第
8図は方立及び横桟の分解組立て状態を示す斜視
図である。
1……方立、2……建物外面、3……横桟、4
……窓材としてのガラス、5……ウオール材とし
てのパネル、6……方形状枠、7,8……内側部
材、9,10……外側部材、11……シール材、
12……接着剤、13……スペーサ、14,15
……部材、16……ブラケツト、17……ボル
ト・ナツト、18,21……連結部材、19,2
3,28,29……ビス、20……外側面、22
……基材、24……内側面、25……連結用フラ
ンジ部、26,30……ボルト、27……通し部
材、31,32……切欠き部、33……横方向の
排水路、34……集水孔、35……排水孔、36
……縦方向の排水路、37……フロア位置、38
……耐火パネル、39……窓開口、40……シー
ル材、41……ジヨイント材。
Fig. 1 is a partial perspective view of a curtain wall showing one embodiment of the present invention, and Figs.
FIG. 8 is an enlarged sectional view taken along the line in FIGS. 1... mullion, 2... building exterior, 3... horizontal beam, 4
...Glass as window material, 5... Panel as wall material, 6... Rectangular frame, 7, 8... Inner member, 9, 10... Outer member, 11... Sealing material,
12... Adhesive, 13... Spacer, 14, 15
... Member, 16 ... Bracket, 17 ... Bolt/nut, 18, 21 ... Connection member, 19, 2
3, 28, 29...screw, 20...outer surface, 22
... Base material, 24 ... Inner surface, 25 ... Connection flange portion, 26, 30 ... Bolt, 27 ... Passing member, 31, 32 ... Notch portion, 33 ... Horizontal drainage channel, 34...Water collection hole, 35...Drainage hole, 36
... Vertical drainage channel, 37 ... Floor position, 38
... Fireproof panel, 39 ... Window opening, 40 ... Seal material, 41 ... Joint material.
Claims (1)
られる方立間に横桟を組合せその方形状枠内に窓
材、ウオール材を保持自在としたカーテンウオー
ルに於いて、 上記方立及び横桟を、各々鋼板製の内側部材と
アルミニウム製の外側部材とで形成すると共に、
上記横桟の内外両側部材間に通し部材を介在させ
て横方向の排水路を形成し且つ方立の外側部材を
パイプ状に形成してその内部を上記横方向の排水
路と連通する縦方向の排水路として形成したこと
を特徴とするカーテンウオール。[Scope of Claims] 1. A curtain wall in which horizontal beams are combined between mullions provided continuously in the vertical direction at predetermined intervals on the exterior of a building, and window materials and wall materials can be held within the rectangular frame. , the mullions and horizontal bars are each formed of an inner member made of steel plate and an outer member made of aluminum, and
A passage member is interposed between the inner and outer side members of the horizontal frame to form a horizontal drainage channel, and the outer member of the mullion is formed into a pipe shape, the inside of which is communicated with the horizontal drainage channel. A curtain wall characterized by being formed as a drainage channel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14597081A JPS5847849A (en) | 1981-09-16 | 1981-09-16 | Curtain wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14597081A JPS5847849A (en) | 1981-09-16 | 1981-09-16 | Curtain wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5847849A JPS5847849A (en) | 1983-03-19 |
| JPS6221099B2 true JPS6221099B2 (en) | 1987-05-11 |
Family
ID=15397201
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14597081A Granted JPS5847849A (en) | 1981-09-16 | 1981-09-16 | Curtain wall |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5847849A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2018066153A (en) * | 2016-10-18 | 2018-04-26 | Ykk Ap株式会社 | Curtain wall unit |
-
1981
- 1981-09-16 JP JP14597081A patent/JPS5847849A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5847849A (en) | 1983-03-19 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US3052330A (en) | Curtain wall assembly | |
| US2885040A (en) | Curtain wall construction | |
| US20030221381A1 (en) | Exterior vision panel system | |
| US3140763A (en) | Curtain wall | |
| US12000146B2 (en) | Exterior wall system | |
| US3010547A (en) | Prefabricated buildings | |
| JPS6227637Y2 (en) | ||
| US20100083595A1 (en) | System for fabricating an aperture in a structure | |
| US4715153A (en) | Panel mounting building wall construction | |
| JPS6335775B2 (en) | ||
| JPS6221099B2 (en) | ||
| EP0434647A2 (en) | Modular sectional construction for the fronts of buildings and/or for insulation coatings of current masonries | |
| JP7659356B1 (en) | Curtain wall type window structure for large openings | |
| US4393632A (en) | Building system | |
| JPH10148059A (en) | Exterior wall opening structure | |
| CN110805378B (en) | Pre-assembled window | |
| JP3326284B2 (en) | Exterior panel for building | |
| JPH0330676B2 (en) | ||
| JPS636351Y2 (en) | ||
| JP3245086B2 (en) | Wall structure and construction method | |
| JPH0211542Y2 (en) | ||
| JPH0210224Y2 (en) | ||
| JPH0584719U (en) | Exterior wall for building | |
| JPS6130108B2 (en) | ||
| JP2588542Y2 (en) | Skylight device continuous from the upper end of the curtain wall |