JPH0512402Y2 - - Google Patents

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Publication number
JPH0512402Y2
JPH0512402Y2 JP8832087U JP8832087U JPH0512402Y2 JP H0512402 Y2 JPH0512402 Y2 JP H0512402Y2 JP 8832087 U JP8832087 U JP 8832087U JP 8832087 U JP8832087 U JP 8832087U JP H0512402 Y2 JPH0512402 Y2 JP H0512402Y2
Authority
JP
Japan
Prior art keywords
alc
alc board
steel beam
board
vertical wall
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
Application number
JP8832087U
Other languages
Japanese (ja)
Other versions
JPS63200001U (en
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Filing date
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Priority to JP8832087U priority Critical patent/JPH0512402Y2/ja
Publication of JPS63200001U publication Critical patent/JPS63200001U/ja
Application granted granted Critical
Publication of JPH0512402Y2 publication Critical patent/JPH0512402Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Steps, Ramps, And Handrails (AREA)
  • Finishing Walls (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Description

【考案の詳細な説明】 a 産業上の利用分野 本考案は、建物における持出し部の軽量気泡コ
ンクリート板取付構造に関する。
[Detailed Description of the Invention] a. Field of Industrial Application The present invention relates to a structure for attaching a lightweight aerated concrete plate to a corral in a building.

b 従来の技術 従来の建物における持出し部、例えばベランダ
などは、第4図に示すような構造になつている。
b. Prior Art A conventional extension of a building, such as a balcony, has a structure as shown in FIG.

すなわち、ベランダは図外の建築構造物の主フ
レームに取付けられ、フロア51を構成する水平
状の突出部材52と、この突出部材52の端縁に
これとほぼ直交する方向に配設された垂直壁53
とからなつている。垂直壁53は、軽量気泡コン
クリート板(以下、ALC板と略称する)54に
よつて形成され、ALC板54は各種取付部材を
介して主フレームに連結する鉄骨梁55に取付け
られている。
That is, the veranda is attached to the main frame of an architectural structure (not shown), and includes a horizontal protruding member 52 constituting the floor 51, and a vertical protruding member 52 disposed on the edge of the protruding member 52 in a direction substantially perpendicular thereto. wall 53
It is made up of. The vertical wall 53 is formed of a lightweight aerated concrete board (hereinafter abbreviated as ALC board) 54, and the ALC board 54 is attached to a steel beam 55 connected to the main frame via various attachment members.

しかして、ALC板54は、上下端部および左
右両側部に挿入したフツクボルト56の先端部を
受け通しアングル57に掛止することによつて方
立アングル58に取付けられており、方立アング
ル58はピースアングル59を介して鉄骨梁55
に固着されている。
Thus, the ALC plate 54 is attached to the mulloid angle 58 by passing through the tips of hook bolts 56 inserted at the upper and lower ends and on both left and right sides and hooking them to the angle 57. connects the steel beam 55 through the piece angle 59
is fixed to.

c 考案が解決しようとする課題 しかしながら、上述した従来のALC板取付構
造にあつては、建物側(図中右側)に面したベラ
ンダ垂直壁53におけるALC板54の立上り面
にフツクボルト56、方立アングル58などが露
出するので、不陸(表面が凹凸)が生じることに
なる。この状態で防水処理を行つても、上記した
金具類とALC板54との間に防水膜の亀裂が発
生し、この結果、外観も悪くなるおそれがあつ
た。そのため、美観上、防水上の観点から金具類
の箇所だけでなく、不陸がないよう板面全体にラ
ス下地モルタル60を塗らなければならなかつ
た。
c Problems to be solved by the invention However, in the conventional ALC board mounting structure described above, hook bolts 56 and mullions are attached to the rising surface of the ALC board 54 on the balcony vertical wall 53 facing the building side (right side in the figure). Since the angle 58 and the like are exposed, an uneven surface (unevenness) will occur. Even if waterproofing was performed in this state, cracks would occur in the waterproof membrane between the metal fittings and the ALC board 54, and as a result, there was a risk that the appearance would deteriorate. Therefore, from the viewpoint of aesthetics and waterproofing, it was necessary to apply lath base mortar 60 not only to the parts of the metal fittings, but also to the entire board surface to avoid unevenness.

また、従来の取付構造では、ALC板54の下
端部において受け通しアングル57が露出してい
るので、ALC板54の表面に塗装を施しても、
当該アングル57の先端部とALC板54の下面
との間の部分に付着した防水膜が振動等を起因と
する両者のズレにより亀裂を生じ、そこから水が
侵入するおそれがあり、上記した部分が防水上の
弱点になつている。このため、通常はアングル5
7の下部に水切板61を設けてこれを覆い、該水
切板61とALC板54との間にシーリングを施
すことにより防水処理を確実に行い、上記防水上
の弱点を無くす必要があつた。
In addition, in the conventional mounting structure, the receiving angle 57 is exposed at the lower end of the ALC board 54, so even if the surface of the ALC board 54 is painted,
The waterproof membrane attached to the area between the tip of the angle 57 and the bottom surface of the ALC board 54 may crack due to the gap between the two due to vibrations, etc., and water may enter from there. has become a weak point in terms of waterproofing. For this reason, angle 5 is usually
It was necessary to provide a drain plate 61 at the bottom of the ALC plate 7 to cover it, and to seal between the drain plate 61 and the ALC plate 54 to ensure waterproofing and eliminate the above-mentioned weaknesses in waterproofing.

一方、ALC板54は吸水性を有しており、そ
の表面には塗装などの仕上げを施さなければなら
ないことから、水切板61を設ける従来の取付構
造では、防水塗装作業に当該水切板61を取付け
る作業が加わることになり、これによつて防水施
工数の増大を招くという欠点があつた。
On the other hand, the ALC board 54 has water absorption properties, and its surface must be finished with painting, etc. Therefore, in the conventional mounting structure in which a drain plate 61 is provided, the drain plate 61 must be used during waterproof painting work. This has the disadvantage that it requires additional installation work, which increases the number of waterproofing operations.

それに加えて、ALC板54を取付けるための
取付部材も数多くあり、これら各取付部材は現場
にて組立てなければならず、組立作業が煩雑であ
つた。
In addition, there are many mounting members for mounting the ALC board 54, and each of these mounting members must be assembled on site, making the assembly work complicated.

このように、従来のALC板取付構造は施工能
率が悪く、工事費が嵩むことから、工期の長期化
を招き、かつ経済的にも極めて不利であつた。
As described above, the conventional ALC plate mounting structure has poor construction efficiency, increases construction costs, prolongs the construction period, and is extremely disadvantageous economically.

本考案はこのような実状に鑑みてなされたもの
であつて、その目的は、上述の如き欠点を解消し
得る持出し部のALC板取付構造を提供すること
にある。
The present invention has been made in view of the above-mentioned circumstances, and its purpose is to provide an ALC plate mounting structure for a take-out portion that can eliminate the above-mentioned drawbacks.

d 課題を解決するための手段 上記従来技術の有する課題を解決するために、
本考案においては、垂直に配置することによつて
持出し部を構成する軽量気泡コンクリート板の内
部に上下方向に沿つて延びる補強部材を埋設し、
該軽量気泡コンクリート板に削込み部を形成して
前記補強部材を部分的に露出させ、該露出した箇
所の補強部材と隣接するスラブを下支えする鉄骨
梁とを連結部材を介して互いに固着している。
d Means for solving the problem In order to solve the problem of the above-mentioned conventional technology,
In the present invention, a reinforcing member extending vertically is buried inside a lightweight aerated concrete plate that is vertically arranged to constitute a carry-out section.
A cut-out portion is formed in the lightweight aerated concrete plate to partially expose the reinforcing member, and the reinforcing member at the exposed portion and a steel beam supporting an adjacent slab are fixed to each other via a connecting member. There is.

e 実施例 以下、本考案を図示の実施例に基づいて詳細に
説明する。
e Examples The present invention will be described in detail below based on illustrated examples.

第1図〜第3図は、本考案に係るALC板取付
構造の一実施例を適用したベランダを示すもので
ある。図において、1は建築構造物の主フレーム
(図示せず)に取付けられた水平状のスラブ、す
なわち突出部材であつて、ベランダにおけるフロ
ア2はこの突出部材1の上面に保護モルタル3を
塗布して表面仕上げすることにより形成されてい
る。上記突出部材1の端縁には、これとほぼ直交
する方向に垂直壁4が配設され、この垂直壁4と
フロア2とによつてベランダが構成されている。
なお、突出部材1の先端部下面には、上記主フレ
ームに連結し、かつ当該突出部材1を下支えする
巾広フランジのI形鉄骨梁5がベランダの巾方向
に沿つて固設され、該鉄骨梁5に後述のALC板
が取付けられるようになつている。
1 to 3 show a balcony to which an embodiment of the ALC board mounting structure according to the present invention is applied. In the figure, 1 is a horizontal slab, that is, a protruding member, attached to the main frame (not shown) of the building structure, and the floor 2 on the balcony is formed by applying protective mortar 3 on the upper surface of this protruding member 1. It is formed by surface finishing. A vertical wall 4 is disposed at the edge of the protruding member 1 in a direction substantially perpendicular thereto, and the vertical wall 4 and the floor 2 constitute a balcony.
An I-shaped steel beam 5 with a wide flange, which is connected to the main frame and supports the protrusion member 1, is fixed on the lower surface of the tip of the protrusion member 1 along the width direction of the balcony. An ALC board, which will be described later, can be attached to the beam 5.

一方、上記垂直壁4は、第3図に示すように複
数のALC板6を互いに接合することによつて形
成されている。各ALC板6内には補強用埋設体
7が埋設されており、該埋設体7は複数本の鉄筋
8を縦横に配した格子状となつている。また
ALC板6内の両側部には、上下方向に沿つて延
びる断面L字状に形成された持出し補強のための
埋込み鋼材9がそれぞれ埋め込まれており、これ
ら埋込み鋼材9は埋設体7の外側であつて一方の
取付片9aの外側面が鉄骨梁5と対向するように
配置されている。
On the other hand, the vertical wall 4 is formed by joining a plurality of ALC plates 6 to each other, as shown in FIG. A reinforcing buried body 7 is buried in each ALC board 6, and the buried body 7 has a lattice shape in which a plurality of reinforcing bars 8 are arranged vertically and horizontally. Also
Embedded steel materials 9 are embedded in both sides of the ALC board 6 for reinforcing the support and are formed in an L-shaped cross section extending in the vertical direction. The outer surface of one attachment piece 9a is arranged to face the steel beam 5.

また、上記ALC板6における建物側の面には
削込み部10が後述のピースアングルと対応する
位置に複数配設され、これら削込み部10を通し
てALC板6内の埋込み鋼材9が第2図および第
3図に示すように部分的に露出するようになつて
いる。しかして、これら露出箇所の埋込み鋼材9
と鉄骨梁5とは連結部材たるL形ピースアングル
11を介して互いに固着されており、ALC板6
はこれら取付部材を介して建物の主フレームに取
付けられている。
In addition, a plurality of cut portions 10 are provided on the building side surface of the ALC board 6 at positions corresponding to the piece angles described later, and the embedded steel material 9 in the ALC board 6 is inserted through these cut portions 10 as shown in FIG. And as shown in FIG. 3, it is partially exposed. However, the embedded steel material 9 at these exposed locations
and the steel beam 5 are fixed to each other via an L-shaped piece angle 11 which is a connecting member, and the ALC plate 6
is attached to the main frame of the building via these attachment members.

なお、本実施例において「持出し部」とは、ベ
ランダ全部を表わすものではなく、上配置のピー
スアングル11の上方の垂直壁4の部分と下配置
のピースアングル11の下方の垂直壁4の部分を
示す用語である(第1図参照)。すなわち、一般
に垂直壁を構成する場合には、ALC板を長手方
向に立ててその上下両端部を鉄骨梁に固定する
が、ベランダ部の垂直壁のようにALC板の中間
部分のみを固定したときには、その固定部よりも
上の部分または下の部分が「持出し部」となる。
また、パラペツト部(屋上の部分)では、ALC
板の下端部のみを固定するため、その下端部より
も上の部分が「持出し部」となる。
Note that in this embodiment, the "extended portion" does not refer to the entire veranda, but the part of the vertical wall 4 above the piece angle 11 arranged above and the part of the vertical wall 4 below the piece angle 11 arranged below. (See Figure 1) In other words, when constructing a vertical wall, the ALC board is generally erected in the longitudinal direction and its upper and lower ends are fixed to the steel beams, but when only the middle part of the ALC board is fixed, as in the case of a vertical wall on a balcony. , the part above or below the fixed part becomes the "holding out part".
In addition, in the parapet section (rooftop section), ALC
Since only the lower end of the plate is fixed, the part above the lower end becomes the "hold-out part".

さらに、ALC板6の上端面には第1図に示す
ように屈曲形成した力骨12が固設され、この力
骨12に笠木13を取付けることによつて垂直壁
4の上端部が被覆されている。また垂直壁4の内
外面と笠木13の内壁面との間には、バツクアツ
プ材14にて裏当てした状態でシール材15が封
入され、この充填されたシール材15によつて上
記間隙が塞がれている。そして、鉄骨梁5の下方
には、図示しない天井が突出部材1と対向して配
設されており、該天井によつて鉄骨梁5等が覆わ
れている。
Furthermore, as shown in FIG. 1, a bending-shaped strut 12 is fixed to the upper end surface of the ALC plate 6, and by attaching a cap 13 to this strut 12, the upper end of the vertical wall 4 is covered. ing. Further, a sealing material 15 is sealed between the inner and outer surfaces of the vertical wall 4 and the inner wall surface of the cap 13 with backing material 14, and the filled sealing material 15 closes the gap. It's broken. A ceiling (not shown) is disposed below the steel beam 5 so as to face the protruding member 1, and the steel beam 5 and the like are covered by the ceiling.

次に、上記構成のALC板6の取付手順につい
て述べる。先ず、建築構造物の主フレームに突出
部材1および鉄骨梁5を取付ける。次いで、鉄骨
梁5の上下フランジ部5a,5bにそれぞれピー
スアングル11の一方の取付片11aを溶接にて
接合する。
Next, the procedure for attaching the ALC board 6 having the above configuration will be described. First, the protruding member 1 and the steel beam 5 are attached to the main frame of the building structure. Next, one attachment piece 11a of the piece angle 11 is joined to the upper and lower flange portions 5a, 5b of the steel beam 5 by welding, respectively.

また一方、各ALC板6の所定箇所を削り込み、
削込み部10を形成して埋込み鋼材9を部分的に
露出させる。そして、ALC板6を突出部材1の
端縁とこれとほぼ直交するように配置するととも
に、対応する削込み部10とピースアングル11
との位置を合せて露出した埋込み鋼材9をピース
アングル11に当接する。この状態で、埋込み鋼
材9とピースアングル11の他方の取付片11b
とを溶接にて互いに接合し、ALC板6を鉄骨梁
5に取付ける(第2図参照)。しかして、1枚の
ALC板6はピースアングル11を介して4箇所
で鉄骨梁5に固着されることになる。
On the other hand, by carving a predetermined location on each ALC board 6,
A cut portion 10 is formed to partially expose the embedded steel material 9. Then, the ALC plate 6 is arranged to be substantially orthogonal to the edge of the protrusion member 1, and the corresponding cut portion 10 and piece angle 11
The exposed embedded steel material 9 is brought into contact with the piece angle 11. In this state, the embedded steel material 9 and the other mounting piece 11b of the piece angle 11
and are joined to each other by welding, and the ALC plate 6 is attached to the steel beam 5 (see Fig. 2). However, one
The ALC plate 6 is fixed to the steel beam 5 at four locations via piece angles 11.

このような手順を繰り返し行ない、ベランダの
巾方向に沿つて所要枚数のALC板6を第3図に
示す如く接合することにより垂直壁4を形成す
る。そののち、垂直壁4の上端部に笠木13を取
付けて被覆する一方、突出部材1の上面などに保
護モルタル3を塗布して表面仕上げを行ない、フ
ロア2を形成してベランダを構築する(第1図参
照)。
By repeating these steps and joining a required number of ALC boards 6 along the width direction of the veranda as shown in FIG. 3, the vertical wall 4 is formed. After that, a cap 13 is attached to the upper end of the vertical wall 4 to cover it, and a protective mortar 3 is applied to the upper surface of the protruding member 1 to finish the surface, thereby forming a floor 2 and constructing a veranda. (See Figure 1).

なお、上記実施例に用いる各部材の寸法を具体
的に示すと、ALC板6は高さ1600mm×巾600mm×
厚さ100mm、埋込み鋼材9は断面寸法で60×60×
4mmとなつている。またベランダの垂直壁4を構
成するALC板6は、笠木13の頂部までの高さ
1100mmを考慮してフロア2面より1050mm程度持出
ししている。
In addition, specifically showing the dimensions of each member used in the above example, the ALC board 6 has a height of 1600 mm x width of 600 mm x
Thickness: 100 mm, embedded steel material 9 has cross-sectional dimensions of 60 x 60 x
It is 4mm. In addition, the height of the ALC board 6 that constitutes the vertical wall 4 of the veranda is the height up to the top of the Kasagi 13.
Considering 1100mm, it is extended about 1050mm from the two floors.

以上、本考案の一実施例につき述べたが、本考
案は既述の実施例に限定されるものではなく、本
考案の技術的思想に基づいて各種の変形および変
更が可能である。
Although one embodiment of the present invention has been described above, the present invention is not limited to the embodiment described above, and various modifications and changes can be made based on the technical idea of the present invention.

例えば、既述の実施例においては持出し部を補
強するための埋込み鋼材9として断面L字状に形
成したものを用いたが、使用するALC板6の厚
さ、強度に応じて断面T字状、断面コ字状その他
の形状に形成したものを用いてもよい。また、既
述の実施例では本考案のALC板取付構造をベラ
ンダの垂直壁4に適用したが、パラペツトなどの
建物の持出し部に適用してもよい。
For example, in the above-mentioned embodiments, the embedded steel material 9 for reinforcing the protrusion part was formed with an L-shaped cross section, but depending on the thickness and strength of the ALC board 6 used, the steel material 9 may have a T-shaped cross section. , a U-shaped cross section or other shapes may be used. Further, in the above-described embodiments, the ALC board mounting structure of the present invention is applied to the vertical wall 4 of a balcony, but it may also be applied to a projecting part of a building such as a parapet.

f 考案の効果 上述の如く、本考案に係る持出し部のALC板
取付構造は、垂直に配置することによつて持出し
部を構成するALC板の内部に上下方向に沿つて
延びる補強部材を埋設し、該補強部材をALC板
に形成した削込み部を介して部分的に露出させる
ことにより連結部材および鉄骨梁と固着してお
り、該鉄骨梁との取付箇所(外側から見えない箇
所)以外に不陸はないので、ラス下地モルタル塗
りをしなくて済み、直接防水処理ができ、これに
よつて防水処理が簡便になる。また、本考案の
ALC板取付構造では、従来のように受け通しア
ングルなどの金具類が露出しておらず、これら金
具類とALC板との間に防水上の弱点部分が形成
されるということはないため、水切板を設ける必
要がなくなり、防水塗装のみで済む。したがつ
て、本考案のALC板取付構造をベランダなどの
持出し部に適用すれば、施工性の向上が図れ、工
事費も低減できる。
f. Effects of the invention As described above, the ALC plate mounting structure of the carry-out part according to the present invention embeds a reinforcing member extending vertically inside the ALC plate that constitutes the carry-out part by vertically arranging it. , the reinforcing member is partially exposed through the cut-out part formed in the ALC board, and is fixed to the connecting member and the steel beam, and is not attached to the steel beam at any point other than the location where it is attached to the steel beam (a location that is not visible from the outside). Since there are no uneven surfaces, there is no need to apply lath base mortar and waterproofing can be done directly, which makes waterproofing easier. In addition, the invention
With the ALC board mounting structure, metal fittings such as receiving angles are not exposed as in the past, and there is no weak point in terms of waterproofing between these metal fittings and the ALC board. There is no need to install a board, and only waterproof coating is required. Therefore, if the ALC board mounting structure of the present invention is applied to a balcony or other extended area, workability can be improved and construction costs can be reduced.

さらに、本考案のALC板取付構造は、現場で
組立てる取付部材の点数が少なく、煩雑な組立作
業の一部を省略できるため、工期の大巾な短縮が
可能となり、経済的に極めて有利である。
Furthermore, the ALC board mounting structure of the present invention requires fewer mounting parts to be assembled on site, and some of the complicated assembly work can be omitted, making it possible to significantly shorten the construction period and being extremely economically advantageous. .

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

第1図〜第3図は本考案に係る持出し部の
ALC板取付構造の一実施例を示すものであり、
第1図は同取付構造を適用したベランダの縦断面
図、第2図は上記ベランダの施工途中の縦断面
図、第3図は上記ベランダの施工途中の平面図、
第4図は従来のALC板取付構造を適用したベラ
ンダを示す縦断面図である。 1……突出部材、2……フロア、4……垂直
壁、5……鉄骨梁、5a,5b……フランジ部、
6……ALC板、9……埋込み鋼材、10……削
込み部、11……ピースアングル、11a,11
b……取付片。
Figures 1 to 3 show the take-out part according to the present invention.
This shows an example of an ALC board mounting structure,
Fig. 1 is a longitudinal sectional view of a balcony to which the same mounting structure is applied, Fig. 2 is a longitudinal sectional view of the balcony in the middle of construction, and Fig. 3 is a plan view of the balcony in the middle of construction.
FIG. 4 is a longitudinal sectional view showing a balcony to which the conventional ALC board mounting structure is applied. 1... Projection member, 2... Floor, 4... Vertical wall, 5... Steel beam, 5a, 5b... Flange part,
6... ALC plate, 9... Embedded steel material, 10... Cutting part, 11... Piece angle, 11a, 11
b...Mounting piece.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 垂直に配置することによつて持出し部を構成す
る軽量気泡コンクリート板の内部に上下方向に沿
つて延びる補強部材を埋設し、該軽量気泡コンク
リート板に削込み部を形成して前記補強部材を部
分的に露出させ、該露出した箇所の補強部材と隣
接するスラブを下支えする鉄骨梁とを連結部材を
介して互いに固着したことを特徴とする持出し部
の軽量気泡コンクリート板取付構造。
A reinforcing member extending vertically is buried inside a lightweight aerated concrete plate that is vertically arranged to constitute a carry-out portion, and a cut-out portion is formed in the lightweight aerated concrete plate to partially remove the reinforcing member. 1. A structure for attaching a lightweight cellular concrete plate to a carry-out section, characterized in that a reinforcing member at the exposed location and a steel beam supporting an adjacent slab are fixed to each other via a connecting member.
JP8832087U 1987-06-08 1987-06-08 Expired - Lifetime JPH0512402Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8832087U JPH0512402Y2 (en) 1987-06-08 1987-06-08

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8832087U JPH0512402Y2 (en) 1987-06-08 1987-06-08

Publications (2)

Publication Number Publication Date
JPS63200001U JPS63200001U (en) 1988-12-22
JPH0512402Y2 true JPH0512402Y2 (en) 1993-03-30

Family

ID=30946328

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8832087U Expired - Lifetime JPH0512402Y2 (en) 1987-06-08 1987-06-08

Country Status (1)

Country Link
JP (1) JPH0512402Y2 (en)

Also Published As

Publication number Publication date
JPS63200001U (en) 1988-12-22

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