JP3243320U - Flexible sash structure - Google Patents
Flexible sash structure Download PDFInfo
- Publication number
- JP3243320U JP3243320U JP2023002180U JP2023002180U JP3243320U JP 3243320 U JP3243320 U JP 3243320U JP 2023002180 U JP2023002180 U JP 2023002180U JP 2023002180 U JP2023002180 U JP 2023002180U JP 3243320 U JP3243320 U JP 3243320U
- Authority
- JP
- Japan
- Prior art keywords
- building
- sash
- waterproof tape
- panels
- glass
- 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.)
- Active
Links
- 239000000463 material Substances 0.000 claims abstract description 21
- 239000004568 cement Substances 0.000 claims abstract description 9
- 238000010276 construction Methods 0.000 claims abstract description 7
- 239000011521 glass Substances 0.000 claims abstract description 6
- 229910052782 aluminium Inorganic materials 0.000 claims abstract description 5
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims abstract description 5
- 239000011347 resin Substances 0.000 claims abstract description 5
- 229920005989 resin Polymers 0.000 claims abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 4
- 239000010959 steel Substances 0.000 claims abstract description 4
- 239000002023 wood Substances 0.000 claims abstract 3
- 238000006073 displacement reaction Methods 0.000 claims description 6
- 238000009413 insulation Methods 0.000 claims description 2
- 239000013013 elastic material Substances 0.000 claims 1
- 238000001125 extrusion Methods 0.000 abstract description 2
- 238000012856 packing Methods 0.000 abstract 1
- 241001553014 Myrsine salicina Species 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 239000010425 asbestos Substances 0.000 description 2
- 239000004566 building material Substances 0.000 description 2
- 238000009833 condensation Methods 0.000 description 2
- 230000005494 condensation Effects 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 239000012779 reinforcing material Substances 0.000 description 2
- 229910052895 riebeckite Inorganic materials 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 239000003760 tallow Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A50/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Building Environments (AREA)
Abstract
【課題】建物の変形が終わった後にトロ詰や防水テープの伸縮性で元の状態に戻り防火、断熱、水密、気密性能を保持する構造を提供する。【解決手段】建築工事の押出成形セメント板1やALC、PC版などの厚みのあるパネル材に設置されるアルミ、スチール、樹脂、木製、ガラス、ガラスブロック等で構成されるサッシのトロ詰3の材料に伸縮性のある材料を使用するか、サッシ2を取付するパネル部分に伸縮性のある防水テープ10を設置した後にサッシを取付てトロ詰を行い、地震や暴風などの建物にかかる外力により変形する建物の建物層間変位に追随するパネルが伸縮性のあるトロ詰や防水テープにめり込みひび割れ等の破損を起こさない構造である。【選択図】図3[Problem] To provide a structure that returns to its original state due to stretchability of trolley packing and waterproof tape after deformation of a building is completed, and maintains fireproof, heat insulating, watertight, and airtight performance. SOLUTION: Toll-filled sashes 3 made of aluminum, steel, resin, wood, glass, glass blocks, etc. installed on thick panel materials such as extrusion cement boards 1 for construction work, ALC, PC boards, etc. Alternatively, after installing a stretchable waterproof tape 10 on the panel part where the sash 2 is mounted, the sash is mounted and stuffed, and external forces such as earthquakes and storms are applied to the building. It is a structure that does not cause damage such as cracks due to the panels that follow the deformation of the building between the layers of the building, which are deformed by the deformation, and are embedded in the elastic trolley and waterproof tape. [Selection drawing] Fig. 3
Description
金属や樹脂、木製のサッシを層間変位に追随する外壁材に取り付ける構造 A structure in which metal, resin, and wooden sashes are attached to exterior wall materials that follow inter-story displacement.
技術の進歩に伴い建物の外壁材は建物の層間変位に追随して地震や強風時に建物から脱落しない技術が確立されている。また工事の省力化を図るために殆どが工場でパネル化された物を現場で取り付ける構造となっている。その押出成形セメント板やALC,PCパネルは建物の変位に伴いスライドする工法に変わり、サッシの取付方法も従来のサッシ周囲に防水モルタルをトロ詰する技術が外壁メーカーの仕様で使用できない状態である。しかしサッシと外壁材の間に空隙が出来ると内部結露などにより問題が発生し建物の耐久性能が下がる恐れがある。 Along with the progress of technology, the technology has been established so that the outer wall material of the building follows the inter-story displacement of the building and does not fall off from the building during earthquakes and strong winds. Also, in order to save labor in construction, most of the panels are assembled at the factory and installed on site. The extruded cement board, ALC, and PC panels have changed to a method of sliding along with the displacement of the building, and the conventional method of installing the sashes, which is filled with waterproof mortar around the sashes, cannot be used due to the specifications of the exterior wall manufacturer. . However, if there is a gap between the sash and the outer wall material, problems such as internal condensation may occur, which may reduce the durability of the building.
石綿(アスベスト)使用できなくなり押出成形セメント板等の建材の強度や粘り強さが衰えてパネルに亀裂が入り漏水の原因となり従来のサッシ廻りにモルタルによるトロ詰をしない工法が開発されている。最近の技術でサッシ周囲にトロ詰を行わず溶接や金物に頼る工法においてはサッシと壁パネルの間に隙間が出来て防水や漏水をシールに頼る工法であり内部結露などが原因で取付金物の腐食等が起こりサッシ自体が防風で外れる恐れも否定できない。 Asbestos can no longer be used, and the strength and tenacity of building materials such as extruded cement panels declines, cracking the panels and causing water leakage. With recent technology, there is a gap between the sash and the wall panel that relies on welding and metal fittings without filling the sash around the sash. It cannot be denied that the sash itself may come off as a windbreak due to corrosion or the like.
また石綿(アスベスト)を使用しなくなり脆くなった押出成形セメント板のようなパネル建材ではパネル強度より強いサッシ周囲のモルタルトロ詰が地震時や防風時の建物層間変位に合わせてスライドするパネル隅部とぶつかりそれが原因でパネル自体に亀裂を生み漏水の原因となる。 In addition, in panel building materials such as extruded cement boards that have become brittle without using asbestos, the mortar filling around the sash, which is stronger than the strength of the panel, slides in the panel corners according to the displacement of the building layers during earthquakes and windbreaks. This causes cracks in the panel itself and causes water leakage.
サッシのトロ詰材料に収縮可能な材料を使用して建物が地震や防風の外力で層間変位してパネルがトロ詰に当る時に外壁材のがトロ詰材にめり込み外壁材の圧縮による亀裂を防ぎ、トロ詰材の収縮によりサッシと外壁パネルの隙間が出来ない構造とする。使用するトロ詰材の材料は取付金物が錆びにくい性質とする。 By using a shrinkable material for the sash filling material, when the building is displaced between layers due to an external force of an earthquake or wind, and the panel hits the trolley, the outer wall material will sink into the trolley filling material and prevent cracks due to compression of the outer wall material. , A structure that does not create a gap between the sash and the outer wall panel due to the shrinkage of the toro filling material. The material used for the trolley filling shall be of a property that makes the fittings resistant to rust.
前記の他、外壁パネル側に収縮する防水テープを施し建物が地震や防風の外力で層間変位して外壁パネルが建物層間変位に伴いトロ詰部材に直接当ることなくパネルの圧縮に伴う亀裂等の損傷を防ぐ構造とする。 In addition to the above, waterproof tape that shrinks is applied to the outer wall panel side, and the building is displaced between layers due to external forces such as earthquakes and windbreaks. The structure shall be designed to prevent damage.
サッシのトロ詰が可能になれば、サッシの取付が金物だけに頼らず安定しサッシとパネルの間に空隙が出来ないので内部結露等の心配もなく防火性能も断熱、水密性能も向上し恒久的な構造となり建物自体の寿命も長くなる。 If it becomes possible to pack the sashes into a trolley, the installation of the sashes will be stable without relying only on hardware, and there will be no air gaps between the sashes and the panel, so there will be no concerns about internal condensation, etc., and the fireproof performance, heat insulation, and watertightness performance will be improved and permanent. structure, and the life of the building itself will be longer.
図1の断面図と図2の断面図はほとんど同じだが、2のサッシを1の外壁に取り付けて、図1では3のトロ詰を図2では9の伸縮性を有するトロ詰めを行う。その後に4のシールを施して2のサッシ取付工事は完了となる。
The cross-sectional view of FIG. 1 and the cross-sectional view of FIG. 2 are almost the same, but the
図3では2のサッシを取り付ける前に1の外壁材に10の伸縮性を有する防水テープを取付て2のサッシを設置し3のトロ詰を行う。その後に4のシールを施して2のサッシ取付工事は完了となる。図3の8の窓上パネル受けはパネル中央部のみとしその他の部分はパネルとトロ詰が接しないように10の伸縮性のある防水テープを施す。
In FIG. 3, before attaching the
図1、図2、図3は外壁材の種類として押出成形セメント板の縦張り工法の縦横断面図で説明しているが、押出成形セメント板の横張り工法やALC、PCパネルの縦、横張工法も同じ様に使用できる。 Figures 1, 2, and 3 are vertical and horizontal cross-sectional views of the vertical construction method of extruded cement panels as types of exterior wall materials, but there are also horizontal construction methods of extrusion cement panels and vertical and horizontal construction of ALC and PC panels. The same method can be used.
図1、図2、図3はアルミサッシ取付の縦横断面図で説明しているが、スチールサッシや樹脂、木製のサッシ、ガラスブロックやシャッター、カーテンウォールにも同じ様に使用できる。 Although FIGS. 1, 2 and 3 are explained with longitudinal and cross-sectional views of aluminum sash attachment, steel sashes, resin sashes, wooden sashes, glass blocks, shutters and curtain walls can be used in the same way.
1 外壁材の押出成形セメント板
2 サッシ(アルミサッシ)
3 トロ詰
4 シール
5 外壁取付け金物
6 開口縦補強材
7 開口横補強材
8 開口上パネル受け材
9 伸縮性を有するトロ詰
10 伸縮性を有する防水テープ
1 Extruded cement board for
3
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2023002180U JP3243320U (en) | 2023-06-21 | 2023-06-21 | Flexible sash structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2023002180U JP3243320U (en) | 2023-06-21 | 2023-06-21 | Flexible sash structure |
Publications (1)
Publication Number | Publication Date |
---|---|
JP3243320U true JP3243320U (en) | 2023-08-18 |
Family
ID=87562080
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2023002180U Active JP3243320U (en) | 2023-06-21 | 2023-06-21 | Flexible sash structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3243320U (en) |
-
2023
- 2023-06-21 JP JP2023002180U patent/JP3243320U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103899183A (en) | Rainwater seepage prevention device of plastic steel window | |
WO2010105627A2 (en) | Composite sandwich panel | |
CN205713845U (en) | Aluminium alloy window edge frame Hermetical connecting structure | |
WO2012041331A1 (en) | Modular high strength concrete sandwich panel | |
CN104164956A (en) | Flexible connecting system for polyurethane heat preservation decorative sheets | |
CN210858398U (en) | Connecting structure of door and window and curtain wall | |
JP3243320U (en) | Flexible sash structure | |
KR101142918B1 (en) | Curtain wall sash assembly having improved watertight | |
CN211974715U (en) | Window frame waterproof construction | |
CN209924218U (en) | Curtain wall with watertight structure | |
CN103206091A (en) | Construction method of U-shaped glass curtain wall | |
CN216195742U (en) | Assembled partition wall structure | |
CN215926392U (en) | Prefabricated assembled wallboard corner connected node structure | |
KR102173878B1 (en) | Exterior panel assembly with double leakage prevention function and construction method | |
CN203796065U (en) | Rainwater-seepage-preventing device for plastic-steel window | |
CN212898112U (en) | Window frame mounting structure | |
CN210976215U (en) | Sealing device of unitized curtain wall | |
CN211524195U (en) | Shock attenuation sound insulation room | |
CN212249042U (en) | Aluminum alloy door frame and wall body fire prevention connection structure | |
WO2008132530A1 (en) | Profile for insulating a window frame | |
CN213358915U (en) | Envelope of assembled concrete structure balcony | |
CN216007410U (en) | Connecting unit of light wall | |
CN211448287U (en) | Window type curtain wall | |
CN216516285U (en) | Pre-construction module for vertical assembly type outer wall joint | |
KR102597675B1 (en) | Insulation structure of frame for curtain wall |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
R150 | Certificate of patent or registration of utility model |
Ref document number: 3243320 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
A623 | Registrability report |
Free format text: JAPANESE INTERMEDIATE CODE: A623 Effective date: 20240701 |