JP2521263Y2 - Thin and lightweight cellular concrete panel - Google Patents
Thin and lightweight cellular concrete panelInfo
- Publication number
- JP2521263Y2 JP2521263Y2 JP1990095447U JP9544790U JP2521263Y2 JP 2521263 Y2 JP2521263 Y2 JP 2521263Y2 JP 1990095447 U JP1990095447 U JP 1990095447U JP 9544790 U JP9544790 U JP 9544790U JP 2521263 Y2 JP2521263 Y2 JP 2521263Y2
- Authority
- JP
- Japan
- Prior art keywords
- plate
- locking member
- thin
- member receiving
- panel
- 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 - Lifetime
Links
Landscapes
- Porous Artificial Stone Or Porous Ceramic Products (AREA)
- Panels For Use In Building Construction (AREA)
Description
【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、建物等構造物の躯体部に係止する係止部材
を受容する受容板を有する薄肉軽量気泡コンクリートパ
ネル（以下単にALC板という。）に関するものである。[Detailed Description of the Invention] [Industrial field of application] The present invention relates to a thin-walled lightweight cellular concrete panel (hereinafter simply referred to as an ALC plate) having a receiving plate that receives a locking member that locks to a body of a structure such as a building. It is related to.
従来、薄肉ALC板は、そのパネル母体に鉄棒を格子状
に組んだ補強材を内蔵し、或いは該格子状鉄棒とメタル
ラスを結合した補強材を埋設した提案があるが、薄肉AL
C板は、通常20〜50mm程度であるため、補強材は、ALC板
の厚さ方向に偏平な態勢で配置されており、また、補強
材としての鉄棒の線径を1.6〜3.2mm程度として、板厚の
ほぼ中央部に埋設したもので、板厚に比し補強材の線径
を余り大きくすると、単位容積重量（2.0t/m3）を越え
る他、補強材とパネル母材との剥離を来たし、亀裂を生
ずるおそれがあり、線径を徒らに大きくできないため、
薄肉ALC板の長手方向の曲げ応力に対する補強材の補強
効果は少なく、曲げ強度が不十分で、そのため、パネル
取扱い時のたわみによって亀裂が生じ易く、また衝撃等
によって、格子状補強筋間部分に穴の発生するおそれも
あり、パネルの長手方向の板長は2m程度を限度とする等
の問題点を有していた。Conventionally, there has been a proposal for a thin-walled ALC plate to incorporate a reinforcing material formed by assembling iron rods in a grid pattern in its panel body, or to embed a reinforcing material in which the lattice-shaped iron bars and a metal lath are combined.
Since the C plate is usually about 20 to 50 mm, the reinforcing material is arranged flat in the thickness direction of the ALC plate, and the wire diameter of the iron bar as the reinforcing material is about 1.6 to 3.2 mm. , Which is embedded almost in the center of the plate thickness, if the wire diameter of the reinforcing material is made too large compared to the plate thickness, the unit volume weight (2.0t / m 3 ) will be exceeded, and the reinforcing material and panel base material There is a risk of peeling and cracking, and the wire diameter cannot be increased unnecessarily,
The reinforcing material has little reinforcing effect on the bending stress in the longitudinal direction of the thin ALC plate, and the bending strength is insufficient.Therefore, cracks are likely to occur due to bending during panel handling, and due to impact, etc. There is a possibility that holes may occur, and there is a problem that the length of the panel in the longitudinal direction is limited to about 2 m.
また、上記薄肉ALC板を建物等構造物の躯体部に取付
ける場合の取付構造としては、構造物の躯体部の外側に
配置したALC板の外側より、躯体部の方向に向って適宜
の釘又はタッピングビスを打ち込み、釘又はタッピング
ビスの先端を、躯体部に到達させ係止させる。Further, as the mounting structure when the thin-walled ALC plate is attached to the skeleton part of a structure such as a building, from the outside of the ALC plate arranged outside the skeleton part of the structure, an appropriate nail or in the direction of the skeleton part is provided. A tapping screw is driven in, and the tip of the nail or tapping screw reaches the body part and is locked.
そのために、該係止用釘等の打込部のパネル母体に亀
裂を生ずる場合があり、また、該係止部材の頭部が露出
しているため、その防錆と防水上適宜のコーティング加
工を余儀なくされた。As a result, a crack may occur in the panel base of the driving part such as the locking nail, and the head of the locking member is exposed. Was forced.
さらに又、従来のALC板の取付作業においては、構造
物の外側に、ALC板取付けのための足場等の作業空間を
必要としたので、その作業空間の要否が構造物の設計配
置上、土地の有効利用に重要な問題点を蔵していた。Furthermore, in the conventional ALC plate mounting work, a work space such as a scaffold for mounting the ALC plate was required on the outside of the structure. Therefore, the necessity of the work space depends on the design layout of the structure. It had important problems for effective use of land.
本考案は、上記従来の技術が抱えるこのような問題点
に鑑みなされたものであり、その目的とするところは、
薄肉ALC板単体の剛性は勿論建物躯体部に取り付けた際
の剛性をも高め、とくに長手方向の曲げ応力に対する補
強材の補強効果を向上し、パネルの剛性を増大すること
によって、たゆみを少なくしたり亀裂等を防止するこ
と、又建物躯体部に対するALC板の取付け作業が容易で
且つ建物躯体部側から取付け作業が可能な薄肉ALC板の
提供を目的とするものである。The present invention has been made in view of such problems of the above-mentioned conventional technology, and the purpose thereof is to:
The thin-walled ALC plate alone has increased rigidity not only when it is attached to the building frame, but also the reinforcing effect of the reinforcing material against bending stress in the longitudinal direction is improved, and the rigidity of the panel is increased to reduce the distortion. It is an object of the present invention to provide a thin-walled ALC plate which can prevent cracks and cracks and can be easily mounted on the building body part from the building body part side.
上記目的を達成するために、本考案における薄肉ALC
板は、鉄棒等の補強筋を内蔵した長方形のALC板の長手
方向に、又は該ALC板の長手方向と該ALC板の長手方向に
対して直角方向とに、金属薄板又は硬質合成樹脂薄板等
からなる係止部材受容板を所定の間隔毎に配置し、該係
止部材受容板を前記補強筋と互いに結合すると共に、該
係止部材受容板の端面部を該ALC板の側壁部に露出し、
該係止部材受容板と建物躯体部とを、該建物躯体部側か
らタッピングビス等を介して連結するようにしたもので
ある。In order to achieve the above object, the thin-walled ALC in the present invention
The plate is a thin metal plate or a hard synthetic resin thin plate in the longitudinal direction of a rectangular ALC plate containing reinforcing bars such as iron bars, or in the longitudinal direction of the ALC plate and in the direction perpendicular to the longitudinal direction of the ALC plate. Locking member receiving plates are arranged at predetermined intervals, the locking member receiving plates are connected to the reinforcing bars, and the end surface of the locking member receiving plate is exposed on the side wall of the ALC plate. Then
The locking member receiving plate and the building body portion are connected from the building body portion side via tapping screws or the like.
上記係止部材受容板は、帯状又は断面Ｌ字状或いは断
面コ字状などの形状に形成して埋設するが、特に剛性を
高めるためには断面Ｌ字状或いは断面コ字状にして、該
受容板の鰭部をALC板の厚さ方向に配置することが望ま
しい。The locking member receiving plate is formed in a strip shape, an L-shaped cross section, a U-shaped cross section, or the like, and is embedded. However, in order to particularly increase the rigidity, the L-shaped cross section or the U-shaped cross section is used. It is desirable to place the fins of the receiving plate in the thickness direction of the ALC plate.
実施例について図面を参照して説明する。 Examples will be described with reference to the drawings.
第１〜４図において、本考案に係るALC板１は、パネ
ル母体内部に内蔵される所要の縦方向鉄棒2a及び横方向
鉄棒2bを配置して固着した補強筋３の筋間部において、
建物Ａの躯体部のＣ型間柱鋼4,4,4に、ALC板１を取付け
る場合に、該Ｃ型間柱鋼4,4,4の位置に対応するALC板１
の対応位置を想定して、例えば、第１番目縦方向鉄棒2a
-1とこれに隣接する第２番目縦方向鉄棒2a-2との筋間、
該第２番目縦方向鉄棒2a-2とこれに隣接する第３番目縦
方向鉄棒2a-3との筋間及びこれと、これに隣接する第４
番目縦方向鉄棒2a-4との筋間において、前記Ｃ型間柱鋼
４部に対応する位置を選定して、幅15〜45mm、厚さ1.0
〜3.2mmの鉄、アルミニウム合金その他硬質合成樹脂製
の薄板からなる係止部材受容板５を配置し、補強筋３と
互いに溶着又は糊着し一体化した上、常法によりALC板
原料の構成母体中に埋設して構成される。1 to 4, an ALC plate 1 according to the present invention has a vertical bar 2a and a horizontal bar 2b, which are built in the inside of a panel matrix, and are fixed to each other in a space between reinforcing bars 3 fixed to each other.
When the ALC plate 1 is attached to the C-type stud steels 4, 4, 4 of the building A of the building A, the ALC plate 1 corresponding to the position of the C-type stud steels 4, 4,
Assuming the corresponding position of, for example, the first vertical bar 2a
Between -1 and the second vertical bar 2a-2 adjacent to it,
Between the second vertical bar 2a-2 and the third vertical bar 2a-3 adjacent thereto, and between this and the fourth bar adjacent thereto.
Between the second vertical bar 2a-4 and the streak, select a position corresponding to the C-type stud steel 4 part, width 15 ~ 45mm, thickness 1.0
A locking member receiving plate 5 made of a thin plate made of iron, aluminum alloy or other hard synthetic resin of up to 3.2 mm is arranged, and the reinforcing bar 3 is welded or glued to each other and integrated, and the ALC plate raw material is constructed by a conventional method. It is constructed by being embedded in the mother's body.
上記の係止部材受容板５は、順次縦方向に隣接して配
置する縦方向鉄棒2a-1、2a-2、2a-3、2a-4、2a-nの筋間
において配置するほか、横方向に順次配置する横方向鉄
棒2b-1、2b-2、2b-3、2b-4、2b-n等の筋間において、構
造物（建物等）の躯体部に、ALC板１を配置した場合、
該建物Ａの躯体部例えばＣ型間柱鋼４に対応する位置を
ALC板に選定して、該対応する位置に、係止部材受容板
５を横方向に配置して実施できることは勿論であり、ま
た、係止部材受容板５を縦方向に配置すると共に、これ
を横方向にも前記に準じて十字状に交叉させて配置して
実施することができる。The locking member receiving plate 5 is arranged between the streaks of the vertical iron bars 2a-1, 2a-2, 2a-3, 2a-4, 2a-n which are sequentially arranged adjacent to each other in the longitudinal direction, The ALC plate 1 was placed in the frame of the structure (building, etc.) between the horizontal bars 2b-1, 2b-2, 2b-3, 2b-4, 2b-n, etc. that are sequentially arranged in the direction. If
The position corresponding to the skeleton of the building A, for example, the C-type stud steel 4
Needless to say, it is possible to select the ALC plate and arrange the locking member receiving plate 5 in the lateral direction at the corresponding position, and to arrange the locking member receiving plate 5 in the vertical direction. Can also be carried out by laterally arranging them in a cross shape in the same manner as described above.
さらに又、上記係止部材受容板５は、補強筋３の外側
（パネルの表層側）に配置することによって、建物Ａの
躯体部Ｃ型間柱鋼４と、係止部材受容板５との引張り強
度を増大させることが好ましい。Furthermore, by disposing the locking member receiving plate 5 on the outer side of the reinforcing bar 3 (on the surface layer side of the panel), the tension between the building block C type stud steel 4 and the locking member receiving plate 5 is increased. Increasing strength is preferred.
なお又、本考案のALC板１は従来の補強筋３の他に係
止部材受容板５を埋設したために、その重量が加算され
ることになるが、パネルの全重量に悪影響を及ぼすおそ
れはなく、及び係止部材受容板５の厚みを1.0〜3.2mm
に、直径3mmのタッピングビスを用い電動タッピングビ
ス工具を介して実施したところ、螺装が円滑で、その螺
装状態は良好であり、建物ＡのＣ型間柱鋼４、４との係
止状態も確実であった。In addition, since the ALC plate 1 of the present invention has the locking member receiving plate 5 embedded in addition to the conventional reinforcing bar 3, its weight will be added, but the total weight of the panel may be adversely affected. And the thickness of the locking member receiving plate 5 is 1.0 to 3.2 mm
In addition, when a tapping screw with a diameter of 3 mm was used to carry out through an electric tapping screw tool, the screwing was smooth and the screwing state was good, and the state of being locked with the C type stud steels 4 and 4 of the building A Was also certain.
吾々の実施経験によれば、パネルの面積200×60cm、
肉厚50mmとした薄肉ALC板１と、Ｃ型間柱鋼４とにおい
て、3mmφタッピングビス使用、係止個所数18点として
係止実験を行い３年経過後において、検したところ各タ
ッピングビスに弛緩状態はなく、他に変化のないことが
分かった。According to our implementation experience, the panel area is 200 x 60 cm,
Using a 3mmφ tapping screw with a thin ALC plate 1 with a wall thickness of 50mm and a C-type stud steel 4 and performing a locking experiment with 18 locking points, after 3 years, it was found that each tapping screw was relaxed. There was no state, and it was found that there was no other change.
また、本考案において、前記の係止部材受容板を鉄、
アルミニウム合金等の金属薄板にて実施することに代
え、例えば、フェノール樹脂系硬質合成樹脂、或いは繊
維強化プラスチック（FRP）薄板又はアルミニウム合金
薄板と合成樹脂薄板との複合材を係止部材受容板５とし
て実施することによって、金属薄板に比し、軽量化し、
かつ耐熱効率を改善し、又安価に供することができる。In the present invention, the locking member receiving plate is made of iron,
Instead of using a metal thin plate such as an aluminum alloy, for example, a phenol resin hard synthetic resin, a fiber reinforced plastic (FRP) thin plate, or a composite material of an aluminum alloy thin plate and a synthetic resin thin plate is used as the locking member receiving plate 5. By implementing as, it is lighter than the thin metal plate,
In addition, the heat resistance efficiency can be improved and the cost can be reduced.
上記、係止部材受容板５の構成において、別の実施態
様として、受容板５を帯状に形成することに代え、第１
図〜第４図に示すように、金属等の薄板の側縁部の一方
側又は両側縁部を、概ね直角方向に湾曲してＬ字状又は
コ字状とし鰭部5a及び又は5bを形成し、格子状補強筋３
と結合した際、該鰭部5a、5bが、ALC板の厚さ方向に立
体的に位置することによって、受容板５と一体化した補
強筋の剛性が増加し、これによって、薄肉ALC板の長手
方向の曲げ強度を一層改善して実施することができる。In the configuration of the locking member receiving plate 5 described above, as another embodiment, instead of forming the receiving plate 5 into a strip shape, a first
As shown in FIGS. 4 to 4, one side edge or both side edges of a thin plate made of metal or the like is curved in a substantially right angle direction to form an L-shape or a U-shape to form fin portions 5a and / or 5b. And grid reinforcement 3
When the fins 5a and 5b are three-dimensionally positioned in the thickness direction of the ALC plate when coupled with, the rigidity of the reinforcing bar integrated with the receiving plate 5 is increased, whereby the thin ALC plate It is possible to further improve the bending strength in the longitudinal direction.
上記、係止部材受容板５の実施例において、縦、横方
向に受容板５を交叉させて配置する場合は、該縦、横に
交叉する受容板５の鰭側5a、5bを互いに逆方向に向けて
配置するか（第２図）又は交叉のため重合する部分の
縦、横受容板５の何れか一方側の鰭部5a、5bの曲設を止
めるか、或いは該鰭部5a、5bを切欠して交叉重合配置す
ることによって、受容板５の鰭部5a、5bを同一方向側に
向けて配置することができる。In the embodiment of the locking member receiving plate 5 described above, when the receiving plates 5 are arranged to cross each other in the vertical and horizontal directions, the fin sides 5a and 5b of the receiving plates 5 crossing each other in the vertical and horizontal directions are opposite to each other. The fins 5a, 5b on either side of the vertical or horizontal receiving plate 5 of the overlapping portion due to the crossover, or the bending of the fins 5a, 5b is stopped. By cutting out and arranging in a crossover manner, the fin portions 5a and 5b of the receiving plate 5 can be arranged so as to face the same direction.
（但し、図示を省略する。） なお又、上記係止部材受容板５を薄肉ALC板１の母体
に埋設するに当たり、該係止部材受容板５の端面部をAL
C板１の側壁部に露出させておくことによって、係止部
材受容板５の埋設した方向と埋設部位を速かに確認でき
るので、ALC板の取付け作業を円滑にし、かつ、躯体部
と堅固に係止することができる。(However, illustration is omitted.) When the locking member receiving plate 5 is embedded in the base body of the thin ALC plate 1, the end surface portion of the locking member receiving plate 5 is AL.
By exposing it to the side wall of the C plate 1, it is possible to quickly check the direction in which the locking member receiving plate 5 is embedded and the embedded portion, so that the ALC plate can be installed smoothly and is firmly attached to the body part. Can be locked to.
（第１図（ａ）、第２図（ａ）及び（ｄ）） また、上記係止部材受容板５を埋設したパネルの表層
側表面部に、適宜の塗剤を覆装し、或いは化粧部材を積
層固着することによって、ALC板１を構造物に取付け後
において、該取付け後のALC板１の表面被覆加工作業を
省略することができる。(FIGS. 1 (a), 2 (a) and (d)) Further, the surface layer side surface of the panel in which the locking member receiving plate 5 is embedded is covered with an appropriate coating agent, or makeup is applied. By laminating and fixing the members, after the ALC plate 1 is attached to the structure, the surface coating work of the ALC plate 1 after the attachment can be omitted.
次に、本考案に係る薄肉ALC板１の取付け作業に当た
っては、取付けられる構造物の躯体の外側に沿ってALC
板１を横張り、縦張り等適宜配置して、（図は横張り）
取付けられる構造物の躯体（例えば、図面においては、
軽量型鋼プレハブ建物Ａにおける）Ｃ型間柱鋼4,4の適
宜の位置に必要に応じて予めタッピングビス挿通用の孔
を穿設した位置に対応させて、ALC板１を、それに埋設
してある係止部材受容板５の位置を対応させて配置し、
適宜の掴み部材を介してALC板１を躯体（Ｃ型間柱鋼）
4,4に仮位置決めした上、上記Ｃ型間柱鋼4,4に必要に応
じて穿設したタッピングビス挿通孔部（必ずしも挿通孔
を穿設の必要はない）において、公知の電動タッピング
ドリル工具を介して、ALC板１に埋設した係止部材受容
板５に、タッピングビス６、６を螺装することによっ
て、係止部材受容板５と、躯体部Ｃ型間柱鋼４、４とが
タッピングビス６、６によって互いに係止される。この
係止箇所が多いほどALC板１が躯体部に堅固に固定でき
ることとなる。Next, when mounting the thin-walled ALC plate 1 according to the present invention, the ALC is installed along the outside of the body of the structure to be mounted.
Place the plate 1 horizontally, vertically, etc. as appropriate (horizontal in the figure)
The structure of the structure to be attached (for example, in the drawings,
Light type steel prefabricated building A) ALC plate 1 is embedded in appropriate positions of C type stud steels 4, 4 corresponding to positions where holes for tapping screws are previously drilled if necessary. Position the locking member receiving plate 5 in correspondence with each other,
Frame the ALC plate 1 through an appropriate gripping member (C type stud steel)
A known electric tapping drill tool is used in the tapping screw insertion hole portion (which does not necessarily need to be formed) in the C-type stud steels 4 and 4 after provisionally positioned in The tapping screws 6, 6 are screwed into the locking member receiving plate 5 embedded in the ALC plate 1 via the tapping member, and the locking member receiving plate 5 and the C-shaped stud steels 4 and 4 of the body part are tapped. The screws 6, 6 are engaged with each other. The more the locking points are, the more firmly the ALC plate 1 can be fixed to the body part.
したがって、パネルの取付け作業はALC板１の築造物
の躯体部の外側に配置し、躯体部の内側から取付けの作
業を行うことができるので、躯体部の外側に、取付けの
ための足場を設ける必要はないので、土地の有効利用が
でき、また取付け作業の省力化が期せられる。Therefore, since the panel mounting work can be performed by arranging the panel on the outside of the body part of the structure of the ALC board 1 and performing the mounting work from the inside of the body part, a scaffold for mounting is provided on the outer side of the body part. Since it is not necessary, the land can be effectively used and the labor for installation work can be reduced.
本考案は、上記の通り構成されているので、次に記載
する効果を奏する。Since the present invention is configured as described above, it has the following effects.
薄肉ALC板は、補強筋に連結した係止部材受容板を端
面部が側壁部に露出する態様で少なくとも長手方向に沿
って内蔵したことにより、長手方向の剛性が補強されて
曲げ応力に対する強度が改善されると共に、邪魔なもの
が側壁部から突出されていないので、運搬や加工に際し
て撓みや亀裂或いは衝撃等による損傷の恐れを軽減して
取り扱いが容易である。The thin-walled ALC plate has a locking member receiving plate connected to the reinforcing bar built in at least along the longitudinal direction with the end face exposed on the side wall, so that the rigidity in the longitudinal direction is reinforced and the strength against bending stress is increased. In addition to being improved, since the obstacle is not projected from the side wall portion, the risk of damage due to bending, cracking, impact or the like during transportation or processing is reduced and handling is easy.
該ALC板を建物躯体部に取り付ける際には、例えば間
柱鋼等を並設した該建物躯体部に対して建物の外側から
ALC板を宛うと共に、該係止部材受容板に対応する間柱
鋼等の建物躯体部側を挿通させたタッピングビス等を介
して建物の内側から係止部材受容板に直接螺着させるこ
とができる。When attaching the ALC plate to the building body part, for example, from the outside of the building with respect to the building body part in which stud steel and the like are installed in parallel.
Along with the ALC plate, it can be screwed directly to the locking member receiving plate from the inside of the building through tapping screws or the like that are inserted through the building frame side of the stud steel or the like corresponding to the locking member receiving plate. it can.
上記取り付けに際しては、側壁部に露出している端縁
部によって受容板の埋設方向と配置位置を確認して行う
ことができ、取付作業は建物の内側で行われるので、建
物の外側にスペースを広くとれない場合での施工に適
し、タッピングビス等で直接螺着できるので作業が容易
である。At the time of installation, it is possible to confirm the embedding direction and placement position of the receiving plate by the edge exposed on the side wall, and the installation work is done inside the building, so there is no space outside the building. It is suitable for construction when it is not wide enough, and can be screwed directly with tapping screws, etc., so work is easy.
取り付けられたALC板は、建物躯体部に対応する係止
部材受容板の適所で該躯体部側と連結する事ができるの
で、例えばALC板の長手方向に沿った係止部材受容板を
並列状に埋設した場合には、長手方向は勿論建物躯体部
を介して短手方向も補強され、長手方向と短手方向に沿
った係止部材受容板を交差状に埋設した場合には、さら
に短手方向が補強された状態で、建物躯体部と堅固に固
定することができる。The installed ALC plate can be connected to the side of the building part at the appropriate position of the building part receiving plate corresponding to the building part, so for example the locking member receiving plates along the longitudinal direction of the ALC plate are arranged in parallel. In the case of embedding in the vertical direction, not only the longitudinal direction but also the lateral direction is reinforced through the building body part, and when the locking member receiving plates along the longitudinal direction and the lateral direction are embedded in a cross shape, it becomes even shorter. It can be firmly fixed to the building body with the hand direction being reinforced.
さらに、ALC板に埋設する係止部材受容板の形状を断
面Ｌ字状又はコ字状にしてその鰭部をALC板の厚さ方向
に配置すると、ALC板の剛性が一段と増強されて曲げ応
力に対する強度がさらに改善される。Furthermore, if the locking member receiving plate embedded in the ALC plate is L-shaped or U-shaped in cross section and its fins are arranged in the thickness direction of the ALC plate, the rigidity of the ALC plate is further enhanced and bending stress is increased. Is further improved.
実施例を示す添付図面において、第１図（ａ）は、内蔵
される補強筋の長手方向に沿って、係止部材受容板を配
置した本考案に係るALC板の平面図、第１図（ｂ）は、
同正面図、第１図（ｃ）は、第１図（ｂ）のＡ−Ａ線に
おける断面図、第１図（ｄ）は、第１図（ｂ）の右側面
図であり、 第２図（ａ）は、補強筋の長手方向及び横方向に沿っ
て、係止部材受容板を配置した本考案に係るALC板の平
面図、第２図（ｂ）は、同正面図、第２図（ｃ）は、第
２図（ｂ）のＢ−Ｂ線における断面図、第２図（ｄ）
は、第２図（ｂ）の右側面図、第２図（ｅ）は、同第２
図（ｂ）のＣ−Ｃ線における断面図である。 次に、第３図（ａ）は、建物の躯体部に本考案に係るAL
C板を取付けた状態を示す一部切截縦断説明図、第３図
（ｂ）は、同一部切截横断面図であり、 第４図（ａ）は、断面Ｌ型とした係止部材受容板の一部
切截拡大斜視図、第４図（ｂ）は、断面をコ字状とした
係止部材受容板の一部切截拡大斜視図である。 符号の説明 1:ALC板、2a-1:第１番目縦方向鉄棒 2a:縦方向鉄棒、2a-2:第２番目縦方向鉄棒 2b:横方向鉄棒、2a-3:第３番目縦方向鉄棒 3:補強筋、2a-4:第４番目縦方向鉄棒 4,4:C型間柱鋼、2b-1:第１番目横方向鉄棒 5:係止部材受容板、2b-2:第２番目横方向鉄棒 5a,5b:鰭部、2b-3:第３番目横方向鉄棒 6,6:タッピングビス、2b-4:第４番目横方向鉄棒In the accompanying drawings showing an embodiment, FIG. 1 (a) is a plan view of an ALC plate according to the present invention in which a locking member receiving plate is arranged along the longitudinal direction of a reinforcing bar incorporated therein, and FIG. b) is
The same front view, FIG. 1 (c) is a cross-sectional view taken along the line AA of FIG. 1 (b), FIG. 1 (d) is a right side view of FIG. 1 (b), and FIG. FIG. 1 (a) is a plan view of an ALC plate according to the present invention in which locking member receiving plates are arranged along the longitudinal and lateral directions of a reinforcing bar, and FIG. 2 (b) is a front view of the same. FIG. 2C is a sectional view taken along the line BB of FIG. 2B, and FIG. 2D.
Is a right side view of FIG. 2 (b), and FIG.
It is sectional drawing in the CC line of FIG. Next, FIG. 3 (a) shows an AL according to the present invention in the body of a building.
FIG. 3 (b) is a horizontal cross-sectional view of the same portion, showing a partially cut longitudinal section showing a state in which the C plate is attached, and FIG. 4 (a) is a locking member having an L-shaped section. FIG. 4B is a partially cutaway enlarged perspective view of the locking member receiving plate having a U-shaped cross section. Explanation of code 1: ALC plate, 2a-1: 1st vertical bar, 2a: Vertical bar, 2a-2: 2nd bar, 2b: Horizontal bar, 2a-3: 3rd bar 3: Reinforcing bar, 2a-4: 4th vertical iron rod 4,4: C-type stud steel, 2b-1: 1st horizontal iron rod 5: Locking member receiving plate, 2b-2: 2nd horizontal rod Direction bars 5a, 5b: fins, 2b-3: 3rd horizontal bars 6,6: tapping screws, 2b-4: 4th horizontal bars
Claims (2)
量気泡コンクリートパネルにおいて、該パネルの長手方
向に、又は該パネルの長手方向と該パネルの長手方向に
対して直角方向とに、金属薄板又は硬質合成樹脂薄板等
からなる係止部材受容板を所定の間隔毎に配置し、該係
止部材受容板を前記補強筋と互いに結合すると共に、該
係止部材受容板の端面部を該パネルの側壁部に露出し、
該係止部材受容板と建物躯体部とを、該建物躯体部側か
らタッピングビス等を介して連結するようにしたことを
特徴とする薄肉軽量気泡コンクリートパネル。1. A rectangular thin-walled lightweight cellular concrete panel having reinforcing bars such as steel bars built in, in the longitudinal direction of the panel, or in the longitudinal direction of the panel and in the direction perpendicular to the longitudinal direction of the metal. Locking member receiving plates made of a thin plate or a hard synthetic resin thin plate are arranged at predetermined intervals, and the locking member receiving plates are coupled to the reinforcing bars, and the end face portion of the locking member receiving plate is Exposed on the side wall of the panel,
A thin-walled lightweight cellular concrete panel, characterized in that the locking member receiving plate and the building body portion are connected from the building body portion side via tapping screws or the like.
面コ字状に形成し、該受容板の鰭部をパネルの厚さ方向
に配置した請求項１記載の薄肉軽量気泡コンクリートパ
ネル。2. The thin-walled lightweight cellular concrete according to claim 1, wherein the locking member receiving plate is formed in an L-shaped cross section or a U-shaped cross section, and the fin portion of the receiving plate is arranged in the thickness direction of the panel. panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1990095447U JP2521263Y2 (en) | 1990-09-11 | 1990-09-11 | Thin and lightweight cellular concrete panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1990095447U JP2521263Y2 (en) | 1990-09-11 | 1990-09-11 | Thin and lightweight cellular concrete panel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0453026U JPH0453026U (en) | 1992-05-06 |
| JP2521263Y2 true JP2521263Y2 (en) | 1996-12-25 |
Family
ID=31834164
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1990095447U Expired - Lifetime JP2521263Y2 (en) | 1990-09-11 | 1990-09-11 | Thin and lightweight cellular concrete panel |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2521263Y2 (en) |
Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS52121032A (en) * | 1976-04-05 | 1977-10-12 | Shiporetsukusu Kk | Method and apparatus for inlaying alc panel with fixture for working |
| JPS5869624U (en) * | 1981-11-05 | 1983-05-12 | 旭化成株式会社 | Thin ALC board |
| JPS58190109U (en) * | 1982-06-11 | 1983-12-17 | 旭化成株式会社 | Embedded metal fittings for ALC panel |
| JPS58190110U (en) * | 1982-06-11 | 1983-12-17 | 旭化成株式会社 | Embedded fittings for lightweight cellular concrete panels |
| JPS59146421U (en) * | 1983-03-18 | 1984-09-29 | 小野田エー・エル・シー株式会社 | lightweight cellular concrete panels |
| JPH0228652B2 (en) * | 1983-07-19 | 1990-06-26 | Asahi Chemical Ind | UMEKOMIKANAGUOMAISETSUSHITAKEIRYOKIHOKONKURIITOPANERU |
| JPS635116U (en) * | 1986-06-28 | 1988-01-13 | ||
| JPH0633644B2 (en) * | 1987-03-02 | 1994-05-02 | 小野田エー・エル・シー株式会社 | Lightweight air bubble concrete panel |
| JPH0781353B2 (en) * | 1987-07-22 | 1995-08-30 | 積水化学工業株式会社 | ALC floor board assembly structure |
| JPH01139218A (en) * | 1987-11-26 | 1989-05-31 | Sumitomo Metal Mining Co Ltd | Manufacture of alc panel with mounting bolt |
-
1990
- 1990-09-11 JP JP1990095447U patent/JP2521263Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0453026U (en) | 1992-05-06 |
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