JPH08158534A - Honeycomb panel for building - Google Patents
Honeycomb panel for buildingInfo
- Publication number
- JPH08158534A JPH08158534A JP29975394A JP29975394A JPH08158534A JP H08158534 A JPH08158534 A JP H08158534A JP 29975394 A JP29975394 A JP 29975394A JP 29975394 A JP29975394 A JP 29975394A JP H08158534 A JPH08158534 A JP H08158534A
- Authority
- JP
- Japan
- Prior art keywords
- adhesive
- frame
- panel
- panel plate
- honeycomb
- 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.)
- Granted
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は枠材とそれに接着され
るパネル板との接着性を高めた建築用ハニカムパネル、
特にカーテンウォールの外壁材として用いるのに適した
建築用ハニカムパネルに関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a construction honeycomb panel in which the adhesion between a frame material and a panel plate adhered thereto is improved,
In particular, the present invention relates to an architectural honeycomb panel suitable for use as an outer wall material of a curtain wall.
【0002】[0002]
【従来技術及び発明が解決しようとする課題】ハニカム
パネルは枠組みされた枠材とハニカムコアをパネル板で
挟み込み、パネル板と枠材との間に接着剤を充填,ある
いは塗布して加圧し、パネル板を枠材に接着することに
より製作されるが、枠材とパネル板との接着面は共に平
坦面であり、接着剤の層の厚さは1/10mmの単位であるた
め均等に加圧できない限り、接着剤の層厚を全面に亘っ
て一定の大きさに保つことが難しい。2. Description of the Related Art In a honeycomb panel, a frame material framed and a honeycomb core are sandwiched between panel plates, and an adhesive is filled or applied between the panel plate and the frame material and pressed. It is manufactured by adhering the panel board to the frame material.Both the frame material and the panel board are flat, and the thickness of the adhesive layer is in units of 1/10 mm. Unless pressure can be applied, it is difficult to keep the layer thickness of the adhesive constant over the entire surface.
【0003】ハニカムパネルが外壁材として使用される
場合、パネル板は正負の風圧力を受けて撓む結果、枠材
との接着部分で枠材に対して滑り、相対変位を生じよう
としするため接着剤に対してその変位方向にせん断力を
作用させる。せん断力作用時のパネル板と枠材の接着状
態は必要な接着層厚が確保されている条件下での接着剤
の接着強度やせん断変形能力に支配されるが、製作時に
必要な接着層厚が確保されていなければ接着剤の変形能
力が低下するためせん断力によって剥離や破断が生じ、
健全な接着状態を維持することができない。When the honeycomb panel is used as an outer wall material, the panel plate is bent by positive and negative wind pressures, and as a result, it tends to slip relative to the frame material at the bonding portion with the frame material and to cause relative displacement. A shearing force is applied to the adhesive in its displacement direction. The adhesion state of the panel plate and the frame material under the action of shear force is governed by the adhesive strength and shear deformation capacity of the adhesive under the condition that the required adhesive layer thickness is secured, but the adhesive layer thickness required during production If is not ensured, the deformability of the adhesive will decrease, causing peeling and breakage due to shearing force,
It is not possible to maintain a sound adhesive state.
【0004】またパネル板と枠材間のせん断力による接
着剤のせん断応力は接着剤の端部で大きくなることが分
かっているためこの端部におけるせん断応力の低減が接
着性能の維持上、課題となる。Further, since it has been known that the shear stress of the adhesive due to the shearing force between the panel plate and the frame material becomes large at the end of the adhesive, reduction of the shear stress at this end is a problem in maintaining the adhesive performance. Becomes
【0005】この発明はパネル板と枠材間における接着
剤の接着層厚と接着性能の関係に着目してなされたもの
で、確実に必要な接着層厚を確保し得る建築用ハニカム
パネルを提案するものである。The present invention was made by paying attention to the relationship between the adhesive layer thickness of the adhesive between the panel plate and the frame material and the adhesive performance, and proposes a honeycomb panel for construction which can surely secure the required adhesive layer thickness. To do.
【0006】[0006]
【課題を解決するための手段】本発明では枠材のパネル
板との接着面に、見付け方向に凹部と凸部を交互に形成
することにより枠材とパネル板間に確実に必要な接着層
を確保し、接着性能の低下を回避する。According to the present invention, a concave portion and a convex portion are alternately formed in a finding direction on a surface of a frame material to be adhered to a panel plate so that a necessary adhesive layer can be securely provided between the frame material and the panel plate. To prevent deterioration of the adhesive performance.
【0007】枠材の接着面に形成される凹部と凸部によ
り、加圧時にパネル板に対して凸部とパネル板との間の
間隔が減少し、あるいは凸部がパネル板に密着する状態
になっても少なくとも凹部において一定の間隔が保たれ
るため見付け片の全幅に亘って確実に接着層が確保され
る。Due to the concave and convex portions formed on the adhesive surface of the frame member, the gap between the convex portion and the panel plate is reduced with respect to the panel plate when pressure is applied, or the convex portion is in close contact with the panel plate. Even if it becomes, at least in the concave portion, a constant space is maintained, so that the adhesive layer is surely secured over the entire width of the fitting piece.
【0008】接着剤の接着面における接着強度や変形能
力等の接着性能は接着剤自身の固有の性能を無視した場
合、接着剤の接着層に生ずるせん断応力の大きさに支配
され、せん断応力は実施例で説明するようにせん断力作
用方向の両端で大きくなる傾向があるが、本発明では凹
部の形成によって接着層の端部位置の層厚を大きくする
ことにより端部でのせん断応力を低減し、接着剤の接着
性能を向上させる。The adhesive performance such as the adhesive strength and the deformability on the adhesive surface of the adhesive is governed by the magnitude of the shear stress generated in the adhesive layer of the adhesive when the inherent performance of the adhesive itself is ignored, and the shear stress is As described in the examples, it tends to increase at both ends in the shear force acting direction, but in the present invention, the shear stress at the end is reduced by increasing the layer thickness at the end position of the adhesive layer by forming the recess. And improve the adhesive performance of the adhesive.
【0009】またせん断力に対する抵抗力は接着層の断
面積が大きい程大きくなることから、凹部と凸部を枠材
のパネル板との接着面の全幅に形成すれば、部分的に形
成する場合より接着層の安全性が向上する。In addition, since the resistance to shearing force increases as the cross-sectional area of the adhesive layer increases, if the concave portions and the convex portions are formed over the entire width of the adhesive surface between the frame material and the panel plate, they may be formed partially. The safety of the adhesive layer is further improved.
【0010】[0010]
【実施例】この発明の建築用ハニカムパネル1は図3及
びそのx−x線断面図である図1に示すように方形状に
枠組みされた枠材2と、その内周側に配置されるハニカ
ムコア3と、枠材2の見付け片21とハニカムコア3に亘
り、枠材2の見付け片21に接着剤4により張り付けられ
るパネル板5から構成され、図4に示すようにカーテン
ウォールの外壁パネル等として使用されるもので、枠材
2のパネル板5との接着面22に凹部23と凸部24を交互に
形成することにより接着剤4に生ずるせん断応力を低減
し、接着剤4の接着性を確保したものである。凹部23と
凸部24の関係は相対的であるが、パネル板5に対して凹
となる部分が凹部23で、凸となる部分が凸部24である。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A honeycomb panel 1 for construction according to the present invention is arranged in a square frame 2 and an inner peripheral side thereof as shown in FIG. 3 and a sectional view taken along line xx of FIG. The honeycomb core 3 is formed of a panel plate 5 that is attached to the found piece 21 of the frame member 2 and the honeycomb core 3 by the adhesive 4 across the found piece 21 of the frame member 2. As shown in FIG. It is used as a panel or the like, and by forming concave portions 23 and convex portions 24 alternately on the bonding surface 22 of the frame material 2 with the panel plate 5, the shear stress generated in the adhesive 4 is reduced, and the adhesive 4 It ensures adhesiveness. Although the relationship between the concave portion 23 and the convex portion 24 is relative, the concave portion is the concave portion 23 and the convex portion is the convex portion 24 with respect to the panel plate 5.
【0011】外壁パネルは1層分の高さを持つ場合、窓
部とスパンドレル部に区分されるが、図3に示す建築用
ハニカムパネル1は外壁パネルのスパンドレル部に配置
される。When the outer wall panel has a height of one layer, it is divided into a window portion and a spandrel portion, but the building honeycomb panel 1 shown in FIG. 3 is arranged in the spandrel portion of the outer wall panel.
【0012】図1及びその一部拡大図である図2に示す
ように凹部23と凸部24は枠材2の軸に直交する断面上、
見付け片21に見付け方向に交互に形成され、軸方向には
連続する。図1に示すようにパネル板5が枠材2の両面
に張り付けられる場合は両見付け片21,21に凹部23と凸
部24が形成される。室外側に位置するパネル板5は万一
の接着剤4の剥離や破断時の枠材2からの脱落防止のた
めに、室内側のパネル板5側へ屈曲し、枠材2に室外側
へ係合する形になっている。図1中、25はパネル板5の
屈曲端部と枠材2間に充填されたシール材を示す。As shown in FIG. 1 and FIG. 2 which is an enlarged view of a part thereof, the concave portion 23 and the convex portion 24 are on a cross section orthogonal to the axis of the frame member 2.
The finding pieces 21 are alternately formed in the finding direction and are continuous in the axial direction. As shown in FIG. 1, when the panel plate 5 is attached to both sides of the frame member 2, the recesses 23 and the protrusions 24 are formed on the both fitting pieces 21, 21. The panel plate 5 located on the outdoor side is bent toward the panel plate 5 on the indoor side to prevent the adhesive 4 from falling off from the frame member 2 in the event of peeling or breakage, and the frame member 2 is exposed to the outdoor side. It is shaped to engage. In FIG. 1, reference numeral 25 denotes a seal material filled between the bent end portion of the panel plate 5 and the frame member 2.
【0013】接着剤4の厚さ、すなわち接着層の厚さは
枠材2とパネル板5の接着面が平坦面である場合には、
接着剤4の接着強度や引張強度の他、枠材2とパネル板
5間に作用するせん断力によって決まるが、接着剤4自
身が固有の値を持つため本発明では作用せん断力の大き
さから決められる。この必要接着層厚を基準に凹部23と
凸部24の高さの差hと、凹部23,あるいは凸部24のピッ
チpが決められ、概略で凹部23と凸部24の高さの差hは
必要接着層厚以下程度で、凹部23,あるいは凸部24のピ
ッチpは必要接着層厚の10倍程度に設定される。The thickness of the adhesive 4, that is, the thickness of the adhesive layer, is such that when the bonding surface between the frame member 2 and the panel plate 5 is a flat surface,
In addition to the adhesive strength and tensile strength of the adhesive 4, it is determined by the shearing force acting between the frame member 2 and the panel plate 5. However, since the adhesive 4 itself has a unique value, in the present invention, from the magnitude of the acting shearing force. Can be decided Based on this required adhesive layer thickness, the height difference h between the concave portion 23 and the convex portion 24 and the pitch p between the concave portion 23 and the convex portion 24 are determined, and the height difference h between the concave portion 23 and the convex portion 24 is roughly determined. Is about the required adhesive layer thickness or less, and the pitch p of the concave portions 23 or the convex portions 24 is set to about 10 times the required adhesive layer thickness.
【0014】凹部23と凸部24の高さの差h以外、それぞ
れの形状やピッチの大きさ、あるいは各ピッチの規則性
は一切問われず、後述のようにこれらのパラメータは接
着層に生ずるせん断応力の制御に関係することから、図
2,図7〜図9に示すように三角形状,台形状,四角形
状等の凹23と凸部24を等ピッチで配列する他、図10〜図
13に示すように凹23や凸部24自身のピッチを変える場合
がある。Except for the height difference h between the concave portion 23 and the convex portion 24, their shape, pitch size, or regularity of each pitch are not questioned at all, and as will be described later, these parameters are shear factors generated in the adhesive layer. Since it is related to the control of stress, as shown in FIGS. 2 and 7 to 9, concaves 23 and convexes 24 having a triangular shape, a trapezoidal shape, a rectangular shape, and the like are arranged at an equal pitch, and FIGS.
As shown in 13, the pitch of the concave portions 23 and the convex portions 24 themselves may be changed.
【0015】図5は図6に示すせん断力試験のモデルを
用い、枠材2とパネル板5間にせん断力が作用するとき
に接着剤4に生ずるせん断応力の分布を示す。横軸に接
着剤4の、パネル板5に相当する部材7側からの距離
を、縦軸にせん断応力を取ってある。モデルは凹部23と
凸部24が繰り返される接着面を持つ枠材2に相当する部
材6と、平坦な接着面を持つパネル板5に相当する部材
7と、両部材6,7の両接着面に接着される接着剤4か
らなり、接着剤4にはパネル板5に相当する部材7を固
定した状態で、枠材2に相当する部材6に引張力を加え
ることによりせん断力が加えられる。本発明に該当する
モデルでは枠材2に相当する部材6の接着面の端部を凹
部23にしている。FIG. 5 shows the distribution of shear stress generated in the adhesive 4 when a shearing force acts between the frame member 2 and the panel plate 5, using the model of the shearing force test shown in FIG. The horizontal axis represents the distance of the adhesive 4 from the member 7 side corresponding to the panel plate 5, and the vertical axis represents the shear stress. The model is a member 6 corresponding to the frame member 2 having an adhesive surface where the concave portion 23 and the convex portion 24 are repeated, a member 7 corresponding to the panel plate 5 having a flat adhesive surface, and both adhesive surfaces of both members 6 and 7. A shearing force is applied by applying a tensile force to the member 6 corresponding to the frame member 2 while the member 7 corresponding to the panel plate 5 is fixed to the adhesive 4. In the model corresponding to the present invention, the end of the bonding surface of the member 6 corresponding to the frame member 2 is a recess 23.
【0016】図5には比較のため、パネル板5に相当す
る部材7の接着面と枠材2に相当する部材6の接着面の
いずれもが平坦面である場合の結果も併せて示す。両接
着面共平坦面の場合には接着剤4のせん断力作用方向の
中間部でせん断応力が小さく、接着剤4の端部で急激に
増大する傾向を示すが、枠材2に相当する部材6が凹部
23と凸部24が交互に繰り返される接着面を持つ場合には
端部での応力の増大が抑えられていることが分かる。For comparison, FIG. 5 also shows the results when both the bonding surface of the member 7 corresponding to the panel plate 5 and the bonding surface of the member 6 corresponding to the frame member 2 are flat surfaces. In the case where both adhesive surfaces are flat surfaces, the shear stress is small in the middle portion of the adhesive 4 in the shear force acting direction and tends to increase sharply at the ends of the adhesive 4, but a member corresponding to the frame member 2 6 is a recess
It can be seen that when the adhesive surface in which the protrusions 23 and the protrusions 24 are alternately repeated is increased, the increase in stress at the ends is suppressed.
【0017】図5からはまた、凹部23と凸部24が交互に
繰り返される接着面を持つ部材6の場合、凹部23と凸部
24に対応して応力が変化し、接着層厚の小さい凸部24で
応力が大きく、接着層厚の大きい凹部23で応力が小さく
なっていることが分かる。従って枠材2の見付け方向の
両端に凹部23を配置すれば接着剤4の端部でのせん断応
力が低減されるため、接着面22の両端に凹部23が位置す
るよう凹部23と凸部24を配列させることが接着剤4の接
着性能の維持上有効と言える。From FIG. 5 again, in the case of the member 6 having an adhesive surface in which the concave portions 23 and the convex portions 24 are alternately repeated, the concave portions 23 and the convex portions are
It can be seen that the stress changes corresponding to 24, the stress is large in the convex portion 24 having a small adhesive layer thickness, and is small in the concave portion 23 having a large adhesive layer thickness. Therefore, by disposing the recesses 23 at both ends of the frame material 2 in the finding direction, the shear stress at the ends of the adhesive 4 is reduced, so that the recesses 23 and the protrusions 24 are positioned so that the recesses 23 are located at both ends of the adhesive surface 22. It can be said that the arrangement of the is effective in maintaining the adhesive performance of the adhesive 4.
【0018】図5にはまた、凹部23,あるいは凸部24の
ピッチpが異なる場合も示しているが、接着剤4に生ず
るせん断応力は凹部23と凸部24の高さの差hと、凹部2
3,あるいは凸部24のピッチpによって変化することか
ら、これらの値を調整することによりせん断応力の大き
さを制御できることが分かる。同様にせん断応力の大き
さの制御は凹部23と凸部24が形成される、接着面22にお
ける区間の大きさによっても可能であるから、凹部23と
凸部24は接着面22の全幅に形成される他、見付け方向に
接着面22の一部の区間に形成される場合もある。FIG. 5 also shows the case where the pitch p of the concave portions 23 or the convex portions 24 is different, and the shearing stress generated in the adhesive 4 is the height difference h between the concave portions 23 and the convex portions 24. Recess 2
3 or changes depending on the pitch p of the convex portions 24, it is understood that the magnitude of the shear stress can be controlled by adjusting these values. Similarly, the magnitude of the shear stress can be controlled also by the size of the section in the adhesive surface 22 where the concave portion 23 and the convex portion 24 are formed, so that the concave portion 23 and the convex portion 24 are formed over the entire width of the adhesive surface 22. Besides, it may be formed in a part of the bonding surface 22 in the finding direction.
【0019】[0019]
【発明の効果】請求項1記載の発明では枠材のパネル板
との接着面に、見付け方向に凹部と凸部を交互に形成し
ているため、加圧時にパネル板に対して凸部とパネル板
との間の間隔が減少し、あるいは凸部がパネル板に密着
する状態になった場合にも少なくとも凹部において一定
の間隔が保たれ、枠材とパネル板間に、見付け片の全幅
に亘って確実に必要最低の接着層を確保することがで
き、接着性能の低下を防止することができる。According to the first aspect of the present invention, since the concave portion and the convex portion are alternately formed in the finding direction on the bonding surface of the frame material with the panel plate, the convex portion is formed on the panel plate at the time of pressurization. Even if the space between the panel and the panel is reduced, or even if the convex part comes into close contact with the panel plate, a constant space is maintained at least in the concave part, and the entire width of the found piece is maintained between the frame material and the panel plate. It is possible to reliably secure the minimum necessary adhesive layer over the entire length, and it is possible to prevent deterioration of the adhesive performance.
【0020】請求項2記載の発明では枠材の見付け方向
の両端をパネル板に対して凹部にすることにより上記実
験結果の通り、端部でのせん断応力を小さく抑えること
ができるため接着剤の接着性能が向上し、剥離や破断に
対する安全性が高まる。According to the second aspect of the present invention, by making both ends of the frame member in the finding direction to be concave with respect to the panel plate, it is possible to suppress the shear stress at the ends as shown in the above experimental results, so that the adhesive agent Adhesion performance is improved and safety against peeling and breaking is enhanced.
【0021】またせん断力に対する抵抗力は接着層の断
面積が大きい程大きくなるため、凹部と凸部を枠材のパ
ネル板との接着面の全幅に形成すれば、部分的に形成す
る場合より接着層の安全性が一層向上する。Since the resistance to shearing force increases as the cross-sectional area of the adhesive layer increases, if the concave portion and the convex portion are formed over the entire width of the adhesive surface of the frame material to the panel plate, it is more than partially formed. The safety of the adhesive layer is further improved.
【図1】枠材とパネル板の接着部分を示した、図3のx
−x線断面図である。FIG. 1 is an x part of FIG. 3 showing a bonding portion between a frame material and a panel board.
It is a x-line sectional view.
【図2】図1の一部拡大図である。FIG. 2 is a partially enlarged view of FIG.
【図3】建築用ハニカムパネルを示した立面図である。FIG. 3 is an elevational view showing a honeycomb panel for construction.
【図4】建築用ハニカムパネルの使用状態を示した立面
図である。[Fig. 4] Fig. 4 is an elevational view showing a usage state of a honeycomb panel for construction.
【図5】接着剤に生ずるせん断応力の分布を示したグラ
フである。FIG. 5 is a graph showing a distribution of shear stress generated in the adhesive.
【図6】接着剤にせん断力を生じさせるモデルを示した
概要図である。FIG. 6 is a schematic diagram showing a model for causing a shearing force in an adhesive.
【図7】凹部と凸部を三角形状に形成した場合の接着面
を示した断面図である。FIG. 7 is a cross-sectional view showing an adhesive surface when a concave portion and a convex portion are formed in a triangular shape.
【図8】凹部と凸部を台形状に形成した場合の接着面を
示した断面図である。FIG. 8 is a cross-sectional view showing an adhesive surface when a concave portion and a convex portion are formed in a trapezoidal shape.
【図9】凹部と凸部を四角形状に形成した場合の接着面
を示した断面図である。FIG. 9 is a cross-sectional view showing an adhesive surface when a concave portion and a convex portion are formed in a rectangular shape.
【図10】図2に示す形状の凹部と凸部のピッチを不規
則にした場合の接着面を示した断面図である。FIG. 10 is a cross-sectional view showing an adhesive surface in the case where the recesses and protrusions of the shape shown in FIG. 2 have an irregular pitch.
【図11】図7に示す形状の凹部と凸部のピッチを不規
則にした場合の接着面を示した断面図である。FIG. 11 is a cross-sectional view showing an adhesive surface when the pitch of the concave portions and the convex portions of the shape shown in FIG. 7 is irregular.
【図12】図8に示す形状の凹部と凸部のピッチを不規
則にした場合の接着面を示した断面図である。FIG. 12 is a cross-sectional view showing an adhesive surface in the case where the pitch of the concave portions and the convex portions of the shape shown in FIG. 8 is irregular.
【図13】図9に示す形状の凹部と凸部のピッチを不規
則にした場合の接着面を示した断面図である。FIG. 13 is a cross-sectional view showing an adhesive surface in the case where the recesses and protrusions of the shape shown in FIG. 9 have an irregular pitch.
1……建築用ハニカムパネル、2……枠材、21……見付
け片、22……接着面、23……凹部、24……凸部、3……
ハニカムコア、4……接着剤、5……パネル板、6……
枠材に相当する部材、7……パネル板に相当する部材。1 ... Honeycomb panel for construction, 2 ... Frame material, 21 ... Finding piece, 22 ... Adhesive surface, 23 ... Concave section, 24 ... Convex section, 3 ...
Honeycomb core, 4 ... Adhesive, 5 ... Panel plate, 6 ...
A member equivalent to a frame member, 7 ... A member equivalent to a panel plate.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 永安 孝志 富山県滑川市上小泉2552−4 (72)発明者 杉野 英男 宮城県志田郡三本木町三本木字東浦330 ─────────────────────────────────────────────────── --- Continuation of the front page (72) Inventor Takashi Nagayasu 2552-4 Kamikoizumi, Namekawa, Toyama Prefecture (72) Inventor Hideo Sugino 330 Higashiura, Sanbongi, Sanbongi-cho, Shida-gun, Miyagi Prefecture
Claims (3)
周側に配置されるハニカムコア3と、枠材2の見付け片
21とハニカムコア3に亘り、枠材2の見付け片21に接着
剤4により張り付けられるパネル板5から構成される建
築用ハニカムパネル1であり、枠材2のパネル板5との
接着面22には、見付け方向に凹部23と凸部24が交互に形
成されている建築用ハニカムパネル。1. A frame member 2 framed in a rectangular shape, a honeycomb core 3 arranged on the inner peripheral side thereof, and a found piece of the frame member 2.
The construction honeycomb panel 1 is composed of a panel plate 5 that is attached to the found piece 21 of the frame member 2 with the adhesive 4 over the honeycomb core 3 and the honeycomb core 3, and is provided on the bonding surface 22 of the frame member 2 with the panel plate 5. Is a honeycomb panel for construction in which concave portions 23 and convex portions 24 are alternately formed in the finding direction.
5に対して凹部23である請求項1記載の建築用ハニカム
パネル。2. The building honeycomb panel according to claim 1, wherein both ends of the bonding surface 22 in the finding direction are recesses 23 with respect to the panel plate 5.
されている請求項1記載の建築用ハニカムパネル。3. The construction honeycomb panel according to claim 1, wherein the concave portion 23 and the convex portion 24 are formed over the entire width of the adhesive surface 22.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6299753A JP2763496B2 (en) | 1994-12-02 | 1994-12-02 | Architectural honeycomb panel |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6299753A JP2763496B2 (en) | 1994-12-02 | 1994-12-02 | Architectural honeycomb panel |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH08158534A true JPH08158534A (en) | 1996-06-18 |
JP2763496B2 JP2763496B2 (en) | 1998-06-11 |
Family
ID=17876564
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6299753A Expired - Fee Related JP2763496B2 (en) | 1994-12-02 | 1994-12-02 | Architectural honeycomb panel |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2763496B2 (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS56140622U (en) * | 1980-03-25 | 1981-10-23 | ||
JPS6412835U (en) * | 1987-07-15 | 1989-01-23 |
-
1994
- 1994-12-02 JP JP6299753A patent/JP2763496B2/en not_active Expired - Fee Related
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS56140622U (en) * | 1980-03-25 | 1981-10-23 | ||
JPS6412835U (en) * | 1987-07-15 | 1989-01-23 |
Also Published As
Publication number | Publication date |
---|---|
JP2763496B2 (en) | 1998-06-11 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US8910437B2 (en) | Cornerbead structure | |
JPH11510228A (en) | Sound insulation partition wall | |
JPH11508500A (en) | Cover material that can be plastically deformed by hand | |
JPH08158534A (en) | Honeycomb panel for building | |
US8959860B2 (en) | Expansion joint cover assembly for structural members | |
JP2753818B2 (en) | Joint water stop joint of concrete structure | |
JPH07334164A (en) | Composite panel for soundproofing, vibration damping and heat insulating | |
DE69521260T2 (en) | Fastening glass panes | |
JPS5922239Y2 (en) | double glazed window | |
JP3541065B2 (en) | Fireproof coating method and structure of steel | |
JP4680650B2 (en) | Airtight spacer, method for manufacturing the airtight spacer, and method for constructing a building using the airtight spacer | |
JP3564571B2 (en) | How to connect waterproofing materials for play | |
JPH09316825A (en) | Supporting material and its manufacture | |
DE10232854B4 (en) | Insulation element and building wall | |
JPS5829266Y2 (en) | Construction structure of glass plate | |
JP2004277247A (en) | Plate with reinforcement | |
JP4022969B2 (en) | Sheet glass support structure | |
JPH073102B2 (en) | Surface structure of building and its base material | |
JP3030340U (en) | screw | |
ES2292833T5 (en) | Mineral fiber mats | |
CH687885A5 (en) | Sealing tape for Ueberbruecken building joints. | |
JP3903917B2 (en) | Rod-shaped building material with core material | |
JP5097176B2 (en) | Reinforced plate | |
JP2605465Y2 (en) | Decorative plate glass | |
JP3048863B2 (en) | Member connection device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080327 Year of fee payment: 10 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090327 Year of fee payment: 11 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 11 Free format text: PAYMENT UNTIL: 20090327 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100327 Year of fee payment: 12 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110327 Year of fee payment: 13 |
|
LAPS | Cancellation because of no payment of annual fees |