JP2007255085A5 - - Google Patents

Download PDF

Info

Publication number
JP2007255085A5
JP2007255085A5 JP2006081774A JP2006081774A JP2007255085A5 JP 2007255085 A5 JP2007255085 A5 JP 2007255085A5 JP 2006081774 A JP2006081774 A JP 2006081774A JP 2006081774 A JP2006081774 A JP 2006081774A JP 2007255085 A5 JP2007255085 A5 JP 2007255085A5
Authority
JP
Japan
Prior art keywords
concrete panel
lightweight cellular
cellular concrete
pipe material
lightweight
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
Application number
JP2006081774A
Other languages
Japanese (ja)
Other versions
JP2007255085A (en
JP4711864B2 (en
Filing date
Publication date
Application filed filed Critical
Priority to JP2006081774A priority Critical patent/JP4711864B2/en
Priority claimed from JP2006081774A external-priority patent/JP4711864B2/en
Publication of JP2007255085A publication Critical patent/JP2007255085A/en
Publication of JP2007255085A5 publication Critical patent/JP2007255085A5/ja
Application granted granted Critical
Publication of JP4711864B2 publication Critical patent/JP4711864B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Description

軽量気泡コンクリートパネル及びその取付構造Lightweight cellular concrete panel and its mounting structure

本発明は、ベランダ、バルコニー、パラペット、廊下、階段等の立上がり壁として軽量気泡コンクリートパネルを取り付ける際のパネルの取付構造に関する。
特に、軽量気泡コンクリートパネルのベランダ壁の取り付けに適し、詳しくは軽量気泡コンクリートパネルを十分な取付強度を持って取り付けることができ、且つ少ない部材で容易に取り付けることが出来るベランダ壁としての軽量気泡コンクリートパネルの取付構造に関する。
The present invention relates to a panel mounting structure for mounting a lightweight cellular concrete panel as a rising wall such as a veranda, a balcony, a parapet, a corridor, and a staircase.
In particular, it is suitable for the attachment of a lightweight aerated concrete panel veranda wall. Specifically, a lightweight aerated concrete as a veranda wall that can attach a lightweight aerated concrete panel with sufficient attachment strength and can be easily attached with few members. The panel mounting structure.

軽量気泡コンクリートパネル(以下、ALCパネルという。)をベランダ壁等の立上がり壁として使用する際のALCパネルの取付構造は、例えば図10〜12に示す構造が知られている。図10は、従来の軽量気泡コンクリートパネルの取付構造の一例を示す断面図であり、図11は、従来の取付構造で使用した取付金物を示す斜視図であり、図12は、従来の取付構造で使用したアンカー部材を示す斜視図である。
図10に示すように、ALCパネルPは長さ方向の下側と、下側よりの中間部であって幅方向の略中心部でそれぞれ1箇所づつ取付部材16,17に取り付けられている。また、ALCパネルPの取付部にはあらかじめ雌ネジ材18が付属したアンカー部材19が埋設されており、そのアンカー部材19と挿通部20が設けられた取付金物21及び雄ネジ材22を用いて、ALCパネルPを取付部材16,17に固定している。ALCパネルPは、梁24に補強鋼材23で固定された下側取付部材17に載置され、自重が支持されている(例えば、特許文献1参照。)。
特開2003−113654号公報
As a mounting structure of an ALC panel when using a lightweight cellular concrete panel (hereinafter referred to as ALC panel) as a rising wall such as a veranda wall, for example, a structure shown in FIGS. FIG. 10 is a cross-sectional view showing an example of a conventional lightweight cellular concrete panel mounting structure, FIG. 11 is a perspective view showing a mounting hardware used in the conventional mounting structure, and FIG. 12 shows a conventional mounting structure. It is a perspective view which shows the anchor member used by.
As shown in FIG. 10, the ALC panel P is attached to the attachment members 16 and 17 one by one at the lower side in the length direction and the middle part from the lower side and at the substantially central part in the width direction. In addition, an anchor member 19 with an internal thread material 18 attached in advance is embedded in the mounting portion of the ALC panel P, and the mounting hardware 21 and the external thread material 22 provided with the anchor member 19 and the insertion portion 20 are used. The ALC panel P is fixed to the mounting members 16 and 17. The ALC panel P is placed on the lower mounting member 17 fixed to the beam 24 with the reinforcing steel material 23, and its own weight is supported (for example, refer to Patent Document 1).
JP 2003-113654 A

この特許文献1に開示された方法は、以下の点で不具合があった。すなわち、
a)ALCパネルに埋設されたアンカー部材19に付属する雌ネジ材18を建築現場でドリル等で掘り返す際、ドリルで雌ネジ材18の先端を傷つけてしまい、雌ネジ材18に雄ネジ材22を螺合しにくくなるケースがある。
b)ALCパネルを製造する際、雌ネジ材18の先端をあらかじめ紙やテープで被覆しているアンカー部材19を使用しているが、製造工程で原料スラリーを流し、発泡させる過程で蓋が破損し、雌ネジ材18の内部にスラリーが充填されてしまい、建築現場で雄ネジ材22を螺合できず取り付けが不可能になるケースがある。
c)ALCパネルを立上がり壁に用いるケースでは、取付金物の締結作業および溶接作業は室内側から行うことになる。よって、室内側のスラブに脚立を立てて作業することになるため、パネル1〜2枚おきに脚立を移動する手間があり、且つ安全面においても気を配る必要があった。
また、図13に示すように、躯体である梁24のせい(b)が高くなると、雄ネジ材22が梁24の下側フランジ26に重なってしまい梁24とALCパネル裏面のわずかな隙間で取付金物21の締結作業や溶接作業をする必要があるため、作業が困難となる。
逆に各階の間の階高(H)が決まっている場合に、梁24の下側で作業するためには、作業空間を確保するために梁24の下側フランジ26からALCパネル下端Paまでの距離(a)をある程度大きく確保する必要がある。その場合には図14に示すように開口高さ(h)が低くなり、採光面積が大きい方が望ましい窓を設置する場合のベランダ壁においては、採光面積が十分に確保できない難点がある。
The method disclosed in Patent Document 1 has problems in the following points. That is,
a) When the female screw member 18 attached to the anchor member 19 embedded in the ALC panel is dug back with a drill or the like at the construction site, the tip of the female screw member 18 is damaged by the drill, and the female screw member 18 is connected to the male screw member 22. There are cases where it becomes difficult to screw.
b) When manufacturing the ALC panel, the anchor member 19 is used in which the tip of the female screw 18 is covered with paper or tape in advance, but the lid is damaged in the process of pouring raw material slurry and foaming in the manufacturing process. However, there are cases where the internal thread material 18 is filled with slurry, and the external thread material 22 cannot be screwed at the construction site and cannot be attached.
c) In the case where the ALC panel is used for the rising wall, the fastening work and the welding work of the mounting hardware are performed from the indoor side. Therefore, since a stepladder is set up on the indoor slab, there is a trouble of moving the stepladder every one or two panels, and it is necessary to pay attention to safety.
Further, as shown in FIG. 13, when the height (b) of the beam 24 which is a casing is increased, the male screw material 22 overlaps the lower flange 26 of the beam 24, and a slight gap between the beam 24 and the back surface of the ALC panel. Since it is necessary to perform fastening work and welding work of the mounting hardware 21, the work becomes difficult.
Conversely, when the floor height (H) between the floors is determined, in order to work under the beam 24, from the lower flange 26 of the beam 24 to the lower end Pa of the ALC panel in order to secure a work space. It is necessary to secure a certain distance (a). In that case, as shown in FIG. 14, the opening height (h) becomes low, and there is a problem that a sufficient lighting area cannot be secured on the veranda wall when a window having a larger lighting area is desirable.

本発明の目的は、以上の従来の問題点をなくし、ALCパネルを建物躯体あるいはその被取付部材に取り付けてベランダ等の立上がり壁を構築する際に、十分な取付け強度を容易に持たせる事が出来、十分な採光面積が確保できるとともに見栄えもよく、しかも少ない取付部材で容易に取付できる建物の壁を提供することにある。   The object of the present invention is to eliminate the above-mentioned conventional problems and to easily provide sufficient mounting strength when a rising wall such as a veranda is constructed by attaching an ALC panel to a building frame or a member to which the ALC panel is attached. It is possible to provide a building wall that can secure a sufficient lighting area, has a good appearance, and can be easily mounted with a small number of mounting members.

上記課題を解決するために本発明の軽量気泡コンクリート(ALC)パネルは、軽量気泡コンクリートパネル下側小口面の内部に、該軽量気泡コンクリートパネル下端の小口面にほぼ直交するようにパイプ材が埋設されている軽量気泡コンクリートパネルを使用するか、或いは、軽量気泡コンクリートパネル下側小口面の内部に該軽量気泡コンクリートパネル下端の小口面にほぼ直交するようにパイプ材が埋設されてなり、該パイプ材の一端が前記軽量気泡コンクリートパネル下端の小口面に開口している軽量気泡コンクリートパネルを使用することとした。
本発明の軽量気泡コンクリートパネルにおいては、前記パイプ材が前記軽量気泡コンクリートパネルの主筋またはクロス筋の少なくとも一方に、直接固定されていることが好ましい。また、前記パイプ材がプレート材又は鉄筋を介して前記軽量気泡コンクリートパネルの主筋またはクロス筋の少なくとも一方に、直接固定されていても良い。
In order to solve the above problems, the lightweight aerated concrete (ALC) panel according to the present invention has a pipe material embedded in the lower end surface of the lightweight aerated concrete panel so as to be substantially orthogonal to the lower end surface of the lightweight aerated concrete panel. The lightweight cellular concrete panel is used, or a pipe material is embedded inside the lower edge surface of the lightweight cellular concrete panel so as to be substantially orthogonal to the edge surface of the lower end of the lightweight cellular concrete panel. A lightweight cellular concrete panel in which one end of the material is open to the small edge surface at the lower end of the lightweight cellular concrete panel was used.
In the lightweight cellular concrete panel of the present invention, it is preferable that the pipe material is directly fixed to at least one of the main reinforcement or the cross reinforcement of the lightweight cellular concrete panel. Further, the pipe material may be directly fixed to at least one of the main reinforcing bar or the cross reinforcing bar of the lightweight cellular concrete panel via a plate material or a reinforcing bar.

本発明の軽量気泡コンクリートパネルの取付構造は、上記に記載のパイプ材の一端が軽量気泡コンクリートパネル下端の小口面に開口している軽量気泡コンクリートパネルを建物躯体の所定位置に載置し、該軽量気泡コンクリートパネルのパイプ材の中空部には、棒部と平板部からなる取付金物の棒部が挿入され、平板部は建物躯体あるいは建物躯体に取り付けられた下地鋼材に溶接固定されている軽量気泡コンクリートパネルの取付構造である。   The lightweight cellular concrete panel mounting structure according to the present invention includes a lightweight cellular concrete panel in which one end of the pipe material described above is open at a small end surface of a lightweight cellular concrete panel at a lower end, and is placed at a predetermined position of a building frame. The hollow part of the pipe material of the lightweight cellular concrete panel is inserted with a bar part of a mounting hardware consisting of a bar part and a flat plate part, and the flat plate part is welded and fixed to the building frame or the base steel material attached to the building frame. It is a mounting structure of a cellular concrete panel.

本発明の軽量気泡コンクリートパネルにおいては、前記パイプ材の断面形状は円形又は方形とすることはできる。
本発明においては、軽量気泡コンクリートパネルが立上がり壁であることが好ましい。
In the lightweight cellular concrete panel of the present invention, the cross-sectional shape of the pipe material can be circular or square.
In the present invention, the lightweight cellular concrete panel is preferably a rising wall.

本発明によれば、取付金物を挿入するパイプの端部を掘り返す際にドリルで傷つけてもパイプ材への取付金物の挿入は可能であり、また、たとえスラリー浸入防止の蓋材が破損して、基材部分にモルタルスラリーが充填されていても、ドリル等を用いて簡単に掘り返すことが可能である。ALCパネルの高さ方向の下部は、ALCパネル下側短辺小口に取り付けるため、従来技術のような梁とパネル裏面のわずかな隙間での取付金物の締結作業や溶接作業は要求されず、外足場から作業できるため、従来技術のような室内側のスラブに立てた脚立からの作業に比べると、脚立の移動が無く容易かつ安全に作業ができる。
また、従来技術では雌ネジ材が一体化されたアンカー部材、雄ネジ部材、取付金物と3種類の部材が必要であったが、取付金物を被取付部材や躯体に直接溶接で取り付けることが可能であるため、部品点数が少なくて済み、且つボルト締め作業が省ける分施工コストの削減もでき、トータルで大幅なコスト削減が期待できる。
According to the present invention, it is possible to insert the fitting into the pipe material even if the end of the pipe into which the fitting is to be inserted is dug back, and the lid material for preventing slurry intrusion is damaged. Even if the mortar slurry is filled in the base material portion, it can be easily dug using a drill or the like. Because the lower part of the ALC panel in the height direction is attached to the lower edge of the lower side of the ALC panel, there is no need for fastening work or welding work with a slight gap between the beam and the back of the panel as in the prior art. Since the work can be performed from the scaffolding, compared with the work from the stepladder standing on the indoor slab as in the prior art, the stepladder is not moved and the work can be performed easily and safely.
In addition, in the conventional technology, an anchor member, a male screw member, and an attachment hardware, in which a female screw material is integrated, are required. However, the attachment hardware can be directly attached to a member to be attached or a housing by welding. As a result, the number of parts can be reduced, and the construction cost can be reduced by the amount of bolting work can be omitted, so that the total cost reduction can be expected.

以下、本発明について図面を参照しつつ詳細に説明する。
先ず、本発明のALCパネルについて説明する。図1は本発明のALCパネルPの透視斜視図の一部である。本発明のALCパネルPは内部に主筋及びクロス筋からなる補強鉄筋を埋め込んだものであり、ALCパネル下側短辺小口面P−aのほぼ中央部には、下側短辺小口面P−aにほぼ直交するようにパイプ材1が埋設してある。パイプ材1の一端は前記下側短辺小口面P−aに開口させてある。
Hereinafter, the present invention will be described in detail with reference to the drawings.
First, the ALC panel of the present invention will be described. FIG. 1 is a part of a perspective view of the ALC panel P of the present invention. The ALC panel P according to the present invention has a reinforcing reinforcing bar composed of a main bar and a cross bar embedded therein, and the lower short side edge P- is approximately at the center of the lower short side edge Pa of the ALC panel. A pipe material 1 is embedded so as to be substantially orthogonal to a. One end of the pipe material 1 is opened to the lower short side edge surface Pa.

パイプ材1は後述するようにALCパネルを取り付ける際に、その中空部に棒状体を挿入して固定するためのものであり、ALCパネルの大きさに応じた必要な強度を有する鋼管を使用するのが好ましい。図2にパイプ材1の外観例及びパイプ材1と棒部の組み合わせの例を示す。図中(a)は丸パイプ1−aと丸棒7−aの組み合わせ、(b)は断面正方形の角パイプ1−bと角棒7−bの組み合わせ、(c)は断面長方形の角パイプ1−cと角棒7−cの組み合わせを示す。パイプ材1の断面形状は特に制限はなく、円形でも良いし正方形や長方形のような方形でも良い。また図2では棒部7−bとして角棒の例を示したが、太さが一致すれば内接する図2(a)に示すような丸棒7−aを用いることができる。
本発明において、パイプ材1は図1に示すように、ALCパネルの下側短辺小口面P−aにほぼ直交するように配置する。
パイプ材1は、ALCパネル内部の補強鉄筋と緊結せずに埋設しても良いが、パイプ材1の埋設位置をあらかじめ決めた位置に精度よく設置するためには、ALCパネル内部の主筋やクロス筋などの補強鉄筋に固定しておくことが望ましい。
The pipe material 1 is used to insert and fix a rod-like body in the hollow portion when an ALC panel is attached as will be described later, and uses a steel pipe having a necessary strength according to the size of the ALC panel. Is preferred. FIG. 2 shows an example of the appearance of the pipe material 1 and an example of the combination of the pipe material 1 and the rod portion. In the figure, (a) is a combination of a round pipe 1-a and a round bar 7-a, (b) is a combination of a square pipe 1-b and a square bar 7-b having a square cross section, and (c) is a square pipe having a rectangular cross section. A combination of 1-c and a square bar 7-c is shown. The cross-sectional shape of the pipe material 1 is not particularly limited, and may be a circle or a square such as a square or a rectangle. In FIG. 2, an example of a square bar is shown as the bar portion 7-b. However, if the thicknesses match, a round bar 7-a as shown in FIG. 2A that is inscribed can be used.
In the present invention, as shown in FIG. 1, the pipe material 1 is disposed so as to be substantially orthogonal to the lower short side edge surface Pa of the ALC panel.
The pipe material 1 may be embedded without being connected to the reinforcing reinforcing bar inside the ALC panel. However, in order to accurately install the pipe material 1 at a predetermined position, the main reinforcing bar or the cross inside the ALC panel is used. It is desirable to fix to reinforcing steel bars such as bars.

図3から図5はパイプ材1を補強鉄筋に固定する方法を示した図である。図3はパイプ材1をクロス筋3に直接溶接固定した例であり、図中4は溶接スポットである。この例は最もシンプルであるが、パイプ材1のALCパネル厚さ方向の設置位置が内部のクロス筋3の位置によって決まってしまうため、パイプ材1のALCパネル厚さ方向の埋設位置を変更するためには、内部の補強鉄筋の配筋位置も変更する必要がある。そこで図4のようにプレート材5を介して主筋2に固定する方式とすれば、パイプ材1のALCパネル厚さ方向の埋設位置変更は、プレート材5の厚みの変更のみで容易に可能となる。このとき、プレート材5の代わりに鉄筋などの線材を介して取り付けても同様の効果を得ることが出来る。また、図5に示すようにパイプ材1を貫通させ固定したプレート材をALCパネル短辺小口に平行となるように設置し、クロス筋3あるいは主筋2に固定しておく方式であれば、前述の図4の方式と同様に、パイプ材1のALCパネル厚さ方向の埋設位置の変更はプレート材6へのパイプ材1設置位置を変更することで容易に可能である。さらに、ALCパネル内部の配筋が複筋配置となっている場合には、その両側のクロス筋3あるいは主筋2がプレート材6により固定されるため、取付部近傍の鉄筋が補強され、取付耐力の向上を図ることが可能となる。   3 to 5 are diagrams showing a method of fixing the pipe material 1 to the reinforcing steel bars. FIG. 3 shows an example in which the pipe material 1 is directly fixed to the cross bar 3 by welding, and 4 in the drawing is a welding spot. Although this example is the simplest, since the installation position of the pipe material 1 in the ALC panel thickness direction is determined by the position of the cross cloth 3 inside, the burying position of the pipe material 1 in the thickness direction of the ALC panel is changed. In order to achieve this, it is necessary to change the position of the internal reinforcing bar. Therefore, if the system is fixed to the main reinforcement 2 via the plate material 5 as shown in FIG. 4, it is possible to easily change the burying position of the pipe material 1 in the thickness direction of the ALC panel only by changing the thickness of the plate material 5. Become. At this time, the same effect can be obtained even when the plate member 5 is attached via a wire such as a reinforcing bar. Further, as shown in FIG. 5, if the plate material fixed by penetrating the pipe material 1 is installed so as to be parallel to the short edge of the ALC panel and fixed to the cross muscle 3 or the main reinforcement 2, 4, the burying position of the pipe material 1 in the thickness direction of the ALC panel can be easily changed by changing the installation position of the pipe material 1 on the plate material 6. Furthermore, when the bar arrangement in the ALC panel is a double bar arrangement, the cross bars 3 or the main bars 2 on both sides of the ALC panel are fixed by the plate material 6 so that the reinforcing bars in the vicinity of the mounting portion are reinforced and the mounting strength is increased. Can be improved.

パイプ材1のALCパネル小口面側端部は、あらかじめテープやシールなどで被覆して、ALCパネル製造時に原料スラリーが浸入しないようにする。ただ、万が一スラリーが浸入してしまいパイプ内部が軽量気泡コンクリート基材で埋まっている場合でも、ドリル等で孔を掘り返すことは可能である。   The end portion of the pipe material 1 on the small edge surface side of the ALC panel is covered with a tape or a seal in advance so that the raw material slurry does not enter when the ALC panel is manufactured. However, even if the slurry is infiltrated and the inside of the pipe is filled with a lightweight cellular concrete base, it is possible to dig up the hole with a drill or the like.

パイプ材1の設置位置は、ALCパネルの小口面にほぼ直交していれば任意に設置できる。ただし、ALCパネルの幅方向の略中心部であって長さ方向の下側よりの中間部を従来技術の構造で取り付け、同じ幅方向の略中心部であって長さ方向の下部を本発明の方法で取り付けてベランダ壁を構成する場合、パネルに風圧などの外力が加わると、パネルの跳ね出し長さが大きいため、テコの原理でALCパネルの下部を引き剥がすような反力が加わる。このとき、その反力に耐えるパネルの基材部分の厚み寸法が大きい方が、基材に生じるせん断応力度が低減され、より大きな反力が加わった場合でも取付耐力を満足できるため、パイプ材1の厚さ方向の設置位置は室外側よりの位置に設置することが望ましい。   If the installation position of the pipe material 1 is substantially orthogonal to the small edge surface of the ALC panel, it can be installed arbitrarily. However, it is a substantially central part in the width direction of the ALC panel and an intermediate part from the lower side in the length direction is attached by the structure of the prior art, and a lower part in the length direction is substantially the center part in the same width direction. When the veranda wall is constructed by attaching by the above method, if an external force such as wind pressure is applied to the panel, the panel jumping length is large, and thus a reaction force that peels off the lower part of the ALC panel by the lever principle is applied. At this time, the larger the thickness of the base material portion of the panel that can withstand the reaction force, the lower the shear stress generated in the base material, and even when a larger reaction force is applied, the mounting strength can be satisfied. The installation position in the thickness direction of 1 is preferably installed at a position from the outdoor side.

パイプ材1の内部には、棒部7と平板部8からなる取付金物11の棒部7を挿入する。取付金物11の棒部7の寸法形状はパイプ材1に挿入可能であればよいため、図2に示すパイプ材1と棒部7の組み合わせのように、様々な組み合わせが可能である。
また、取付金物11の棒部7と平板部8との形成方法には、図6に示すような方法を採用することができる。図6(a)に示す取付金物11−bは、断面円形の棒鋼からなる棒部7の片方の端部を押し潰して平板部8を形成し、途中に90度の曲げ加工を施して製作したものである。図6(b)に示す取付金物11−aは、断面円形の棒鋼からなる棒部7の片方の端部を鋼板からなる平板部8の表面に鉛直に立てて溶接固定したものである。図6(c)に示す取付金物11−cは、長方形断面の鋼片をL字型に折り曲げ、棒部7および同じ断面形状の平板部8を形成したものである。
Inside the pipe member 1, the rod portion 7 of the mounting hardware 11 including the rod portion 7 and the flat plate portion 8 is inserted. Since the size and shape of the rod portion 7 of the mounting hardware 11 need only be insertable into the pipe material 1, various combinations are possible, such as the combination of the pipe material 1 and the rod portion 7 shown in FIG.
Moreover, the method as shown in FIG. 6 is employable as the formation method of the rod part 7 and the flat plate part 8 of the attachment metal part 11. The mounting hardware 11-b shown in FIG. 6 (a) is produced by crushing one end of a bar portion 7 made of steel bar having a circular cross section to form a flat plate portion 8 and bending it 90 degrees in the middle. It is a thing. A fitting 11-a shown in FIG. 6 (b) is obtained by vertically fixing one end of a bar portion 7 made of steel bar having a circular cross section on the surface of a flat plate portion 8 made of steel plate. A fitting 11-c shown in FIG. 6 (c) is obtained by bending a steel piece having a rectangular cross section into an L-shape to form a bar portion 7 and a flat plate portion 8 having the same cross-sectional shape.

また、建築現場で施工する際、あらかじめ取付金物11の棒部7をALCパネルに挿入して建て込むと効率よく施工できるため、その際、ALCパネルから棒部が抜け落ちないようにするためには、図7(a)に示すように棒部7の一部あるいは全面をゴム材9など摩擦係数の大きい材料で被覆しパイプ材1の径とほぼ同等としておくことが有効である。また、図7(b)のように棒部7の一部に突起10を設置しておくことも抜け落ち防止には有効である。   In addition, when constructing at the construction site, it can be efficiently constructed if the bar part 7 of the mounting hardware 11 is inserted into the ALC panel and built in advance. In this case, in order to prevent the bar part from falling off from the ALC panel As shown in FIG. 7A, it is effective to cover a part or the entire surface of the rod portion 7 with a material having a large friction coefficient such as a rubber material 9 so as to be approximately equal to the diameter of the pipe material 1. In addition, it is also effective to prevent the dropout by providing the protrusion 10 on a part of the rod portion 7 as shown in FIG.

次に、本発明のALCパネルの取付構造について説明する。
図8は本発明の軽量気泡コンクリートパネルの取付構造の一例を示す断面図であって、例えばH型鋼等からなる建物躯体15にALCパネルPを取り付ける例を示している。
建物躯体15に補強ピース14を介して補強鋼板13を取り付け、この補強鋼板13の下端所定位置にALCパネルPの荷重を受けるための受けアングル12が溶接固定してある。取付金物11はその平板部8をALCパネル受けアングル12に固定する。その際、
図8の例では、平板部8は受けアングル12の下面12−aに押し当てて、取付金物11の周囲を溶接する方法を採用している。
ALCパネルPを所定位置に建て込んで、ALCパネルPの底面木口に開口するパイプ材1に取付金物11の棒部7を挿入し、嵌合させる。
Next, the mounting structure of the ALC panel of the present invention will be described.
FIG. 8 is a cross-sectional view showing an example of the lightweight cellular concrete panel mounting structure of the present invention, and shows an example in which the ALC panel P is mounted on a building housing 15 made of, for example, H-shaped steel.
A reinforcing steel plate 13 is attached to the building frame 15 via a reinforcing piece 14, and a receiving angle 12 for receiving the load of the ALC panel P is welded and fixed to a predetermined position at the lower end of the reinforcing steel plate 13. The mounting hardware 11 fixes the flat plate portion 8 to the ALC panel receiving angle 12. that time,
In the example of FIG. 8, a method is adopted in which the flat plate portion 8 is pressed against the lower surface 12-a of the receiving angle 12 and the periphery of the mounting hardware 11 is welded.
The ALC panel P is built in a predetermined position, and the bar portion 7 of the mounting hardware 11 is inserted into the pipe member 1 opened to the bottom end of the ALC panel P and fitted.

ALCパネルPに埋設されたパイプ材1は、ALCパネルP内の主筋2やクロス筋3に強固に溶接固定されているので、パイプ材1内に棒部7が嵌合されることによりALCパネルPは建物躯体に強固に固定されることになる。
このような取付構造をとることにより、ALCパネルは高さ方向の下部で、ALCパネル下側短辺小口を固定するため、パネル裏面のわずかな隙間での取付金物の締結作業や溶接作業は要求されず、容易に施工が可能である。また、取付金物を建物躯体に直接溶接で取り付けることが可能であるため、部品点数が少なくて済み、大幅なコスト削減が期待できる。
Since the pipe material 1 embedded in the ALC panel P is firmly welded and fixed to the main reinforcement 2 and the cross reinforcement 3 in the ALC panel P, the ALC panel is obtained by fitting the rod portion 7 into the pipe material 1. P will be firmly fixed to the building frame.
By adopting such a mounting structure, the ALC panel is fixed at the lower part in the height direction, and the lower short edge of the lower side of the ALC panel is fixed. It can be easily constructed. In addition, since the mounting hardware can be directly welded to the building frame, the number of parts can be reduced and a significant cost reduction can be expected.

図9は本発明の軽量気泡コンクリートパネルの取付構造の他の例を示す断面図である。
図8に示すような取付構造にした場合、受けアングル12の下側に見切り材などの仕上げを施さないと、取付金物11の平板部8が露出してしまう。このため図9の例では平板部8を受けアングル12の上面12−bに載置して平板部8に接する受けアングル12の刃12−cの部分を溶接する方法を採用した。この方法によれば、取付金物11の露出面積が小さく、見切り材などの仕上げを施さない場合においても見栄えが良く防水上も好ましい。
本発明の軽量気泡コンクリートパネルの取付構造は、ベランダ等の立上がり壁を構築する際に、十分な取付強度を容易に持たせる事が出来、しかも少ない部材を使用して見栄えも良く仕上げることが可能となる。
FIG. 9 is a sectional view showing another example of the lightweight cellular concrete panel mounting structure of the present invention.
In the case of the mounting structure as shown in FIG. 8, the flat plate portion 8 of the mounting hardware 11 is exposed unless finishing such as a parting material is performed on the lower side of the receiving angle 12. For this reason, in the example of FIG. 9, a method is adopted in which the flat plate portion 8 is placed on the upper surface 12-b of the angle 12 and the portion of the blade 12-c of the receiving angle 12 contacting the flat plate portion 8 is welded. According to this method, the exposed area of the mounting hardware 11 is small, and even when the parting material is not finished, the appearance is good and waterproofing is also preferable.
The lightweight cellular concrete panel mounting structure of the present invention can easily give sufficient mounting strength when building up a rising wall such as a veranda, and can be finished with good appearance using few members It becomes.

本発明によれば、取付金物を挿入するパイプの端部を掘り返す際にドリルで傷つけてもパイプ材への取付金物の挿入は可能であり、また、たとえスラリー進入防止の蓋材が破損して、基材部分にモルタルスラリーが充填されていてもドリル等を用いて簡単に掘り返すことが可能である。ALCパネルの高さ方向の下部は、ALCパネル下側短辺小口に取り付けるため、従来技術のような梁とパネル裏面のわずかな隙間での取付金物の締結作業や溶接作業は要求されず、外足場から作業できるため、従来技術のような室内側のスラブに立てた脚立からの作業に比べると、脚立の移動が無く容易かつ安全に作業ができる。
また、従来技術では雌ネジ材が一体化されたアンカー部材、雄ネジ部材、取付金物と3種類の部材が必要であったが、取付金物を被取付部材や躯体に直接溶接で取り付けることが可能であるため、部品点数が少なくて済み、且つボルト締結作業が省ける分施工コストの削減もでき、トータルで大幅なコスト削減が期待できる。
According to the present invention, it is possible to insert the fitting into the pipe material even if the end of the pipe into which the fitting is to be inserted is dug back, and the lid material for preventing slurry entry is damaged. Even if the mortar slurry is filled in the base material portion, it can be easily dug using a drill or the like. Because the lower part of the ALC panel in the height direction is attached to the lower edge of the lower side of the ALC panel, there is no need for fastening work or welding work with a slight gap between the beam and the back of the panel as in the prior art. Since the work can be performed from the scaffolding, compared with the work from the stepladder standing on the indoor slab as in the prior art, the stepladder is not moved and the work can be performed easily and safely.
In addition, the prior art required three types of members: an anchor member, a male screw member, and an attachment hardware with an integrated female screw material. However, the attachment hardware can be directly attached to a member to be attached or a housing by welding. Therefore, the construction cost can be reduced by reducing the number of parts and the bolt fastening work can be omitted, and a drastic cost reduction can be expected in total.

本発明の軽量発泡コンクリートパネルの斜視透視図の一部を示す図である。It is a figure which shows a part of perspective perspective view of the lightweight foam concrete panel of this invention. パイプ材と棒部の組み合せの例を示す図であって、(a)は丸パイプと丸棒の組み合わせ、(b)は断面正方形の角パイプと角棒の組み合わせ、(c)は断面長方形の角パイプと角棒の組み合わせを示す。It is a figure which shows the example of the combination of a pipe material and a rod part, (a) is a combination of a round pipe and a round bar, (b) is a combination of a square pipe and a square bar of a square section, (c) is a cross section of a rectangle. Shows a combination of square pipe and square bar. パイプ材の固定方法の一例を説明する図である。It is a figure explaining an example of the fixing method of a pipe material. パイプ材の固定方法の他の例を説明する図である。It is a figure explaining the other example of the fixing method of a pipe material. パイプ材の固定方法の別の例を説明する図である。It is a figure explaining another example of the fixing method of a pipe material. 取付金物の例を示す図であって、(a)は丸棒の一端を直角に折り曲げ、平板状に鍛造したもの、(b)は丸パイプを平板に垂直に立てて溶接したもの、(c)は断面長方形の鋼片を直角に曲げたものを示す。It is a figure which shows the example of an attachment metal, Comprising: (a) Bends one end of a round bar at right angle, forged into a flat plate shape, (b) What welded a round pipe upright to a flat plate, (c ) Shows a rectangular piece of steel with a rectangular cross section. 取付金物の棒部の滑り止めを施した例を示したものであって、(a)は棒部にゴムリングを嵌めたもの、(b)は棒部に突起を付けたものを示す。The example which gave the stick part of the attachment metal part slip was shown, Comprising: (a) shows what attached the rubber ring to the stick part, and (b) shows what attached the projection to the stick part. 本発明の軽量気泡コンクリートパネルの取付構造の一例を示す断面図である。It is sectional drawing which shows an example of the attachment structure of the lightweight cellular concrete panel of this invention. 本発明の軽量気泡コンクリートパネルの取付構造の他の例を示す断面図である。It is sectional drawing which shows the other example of the attachment structure of the lightweight cellular concrete panel of this invention. 従来の軽量気泡コンクリートパネルの取付構造の一例を示す断面図である。It is sectional drawing which shows an example of the attachment structure of the conventional lightweight cellular concrete panel. 従来の取付構造で使用した取付金物を示す斜視図である。It is a perspective view which shows the attachment metal fitting used with the conventional attachment structure. 従来の取付構造で使用したアンカー部材を示す斜視図である。It is a perspective view which shows the anchor member used with the conventional attachment structure. 従来の軽量気泡コンクリートパネルの取付構造の別の例を示す断面図である。It is sectional drawing which shows another example of the attachment structure of the conventional lightweight cellular concrete panel. 従来の軽量気泡コンクリートパネルの取付構造のもう一つの例を示す断面図である。It is sectional drawing which shows another example of the attachment structure of the conventional lightweight cellular concrete panel.

符号の説明Explanation of symbols

1 パイプ材、
1−a 丸パイプ、
1−b 断面正方形の角パイプ、
1−c 断面長方形の角パイプ
2 主筋、
3 クロス筋、
4 溶接スポット、
5,6 プレート材、
7 棒部、
7−a 丸棒、
7−b 角棒
8 平板部、
9 ゴム材、
10 突起、
11 取付金物、
12 受けアングル、
12−a 下面、
12−b 上面、
12−c 刃、
13 補強鋼材、
14 補強ピース、
15 建物躯体、
16 上側取付部材、
17 下側取付部材、
18 雌ネジ材、
19 アンカー部材、
20 挿通部、
21 取付金物、
22 雄ネジ材、
23 補強鋼材、
24 梁、
25 補強ピース
26 下側フランジ
P 軽量気泡コンクリートパネル、
P−a 下側短辺小口面、
1 Pipe material,
1-a round pipe,
1-b Square pipe with a square cross section,
1-c Rectangular pipe 2 with a rectangular cross section
3 Cross muscles,
4 Welding spot,
5,6 Plate material,
7 Bar part,
7-a round bar,
7-b Square bar 8 Flat plate part,
9 Rubber material,
10 protrusions,
11 Mounting hardware,
12 receiving angle,
12-a lower surface,
12-b upper surface,
12-c blade,
13 Reinforced steel,
14 Reinforcement piece,
15 Building frame,
16 Upper mounting member,
17 Lower mounting member,
18 Female thread material,
19 anchor member,
20 insertion part,
21 Mounting hardware,
22 Male thread material,
23 Reinforced steel,
24 Beam,
25 Reinforcement piece 26 Lower flange P Lightweight cellular concrete panel,
P-a Lower short side edge,

Claims (7)

軽量気泡コンクリートパネル下側小口面の内部に、該軽量気泡コンクリートパネル下端の小口面にほぼ直交するようにパイプ材が埋設されていることを特徴とする軽量気泡コンクリートパネル。  A lightweight cellular concrete panel, characterized in that a pipe material is embedded inside the lower edge surface of the lightweight cellular concrete panel so as to be substantially orthogonal to the edge surface of the lower end of the lightweight cellular concrete panel. 軽量気泡コンクリートパネル下側小口面の内部に、該軽量気泡コンクリートパネル下端の小口面にほぼ直交するようにパイプ材が埋設されてなり、該パイプ材の一端が前記軽量気泡コンクリートパネル下端の小口面に開口していることを特徴とする軽量気泡コンクリートパネル。A pipe material is embedded in the lower end surface of the lightweight cellular concrete panel so as to be substantially orthogonal to the lower end surface of the lightweight cellular concrete panel, and one end of the pipe material is the small end surface of the lower end of the lightweight cellular concrete panel. A lightweight cellular concrete panel characterized by having an opening. 前記パイプ材が、前記軽量気泡コンクリートパネルの主筋またはクロス筋の少なくとも一方に、直接固定されていることを特徴とする請求項1又は2に記載の軽量気泡コンクリートパネル。The lightweight cellular concrete panel according to claim 1 or 2, wherein the pipe material is directly fixed to at least one of a main reinforcement or a cross reinforcement of the lightweight lightweight concrete panel. 前記パイプ材が、プレート材又は鉄筋を介して前記軽量気泡コンクリートパネルの主筋またはクロス筋の少なくとも一方に、直接固定されていることを特徴とする請求項1又は2に記載の軽量気泡コンクリートパネル。The lightweight cellular concrete panel according to claim 1 or 2, wherein the pipe material is directly fixed to at least one of a main reinforcement or a cross reinforcement of the lightweight cellular concrete panel through a plate material or a reinforcing bar. 前記パイプ材の断面形状が円形又は方形であることを特徴とする請求項1から4のいずれか1項に記載の軽量気泡コンクリートパネル。The lightweight cellular concrete panel according to any one of claims 1 to 4, wherein a cross-sectional shape of the pipe material is circular or square. 請求項1ないし5のいずれか1項に記載の、パイプ材の一端が軽量気泡コンクリートパネル下端の小口面に開口している軽量気泡コンクリートパネルを建物躯体の所定位置に載置し、該軽量気泡コンクリートパネルのパイプ材の中空部には、棒部と平板部からなる取付金物の棒部が挿入され、かつ取付金物の平板部は建物躯体あるいは建物躯体に取付けられた下地鋼材に溶接固定されてなることを特徴とする軽量気泡コンクリートパネルの取付構造。 6. A lightweight cellular concrete panel according to any one of claims 1 to 5, wherein one end of the pipe material is opened at a small edge of the lower end of the lightweight cellular concrete panel, is placed at a predetermined position of the building frame, and the lightweight cellular The hollow part of the pipe material of the concrete panel is inserted with the stick part of the mounting hardware consisting of the stick part and the flat plate part, and the flat part of the mounting hardware is fixed by welding to the building frame or the base steel material attached to the building frame. A lightweight cellular concrete panel mounting structure. 前記軽量気泡コンクリートパネルが立上がり壁であることを特徴とする請求項1から5のいずれか1項に記載の軽量気泡コンクリートパネルまたは請求項6に記載の軽量気泡コンクリートパネルの取付構造。The lightweight cellular concrete panel according to any one of claims 1 to 5, or the lightweight cellular concrete panel mounting structure according to any one of claims 1 to 5, wherein the lightweight cellular concrete panel is a rising wall.
JP2006081774A 2006-03-23 2006-03-23 Lightweight cellular concrete panel mounting structure Active JP4711864B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006081774A JP4711864B2 (en) 2006-03-23 2006-03-23 Lightweight cellular concrete panel mounting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2006081774A JP4711864B2 (en) 2006-03-23 2006-03-23 Lightweight cellular concrete panel mounting structure

Publications (3)

Publication Number Publication Date
JP2007255085A JP2007255085A (en) 2007-10-04
JP2007255085A5 true JP2007255085A5 (en) 2008-07-24
JP4711864B2 JP4711864B2 (en) 2011-06-29

Family

ID=38629595

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006081774A Active JP4711864B2 (en) 2006-03-23 2006-03-23 Lightweight cellular concrete panel mounting structure

Country Status (1)

Country Link
JP (1) JP4711864B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6284722B2 (en) * 2013-08-27 2018-02-28 大和ハウス工業株式会社 Buckling-restrained brace and manufacturing method thereof
JP2016089553A (en) * 2014-11-10 2016-05-23 住友金属鉱山シポレックス株式会社 Panel fitting structure
CN107034993A (en) * 2017-05-22 2017-08-11 中国矿业大学 Assembled light hollow cylinder wall and building method

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0229826B2 (en) * 1983-11-14 1990-07-03 Asahi Chemical Ind KEIRYOKIHOKONKURIITOBAN
JPH04261946A (en) * 1990-12-28 1992-09-17 Sumitomo Metal Mining Co Ltd Locking fixture for alc slab
JPH0616547U (en) * 1992-08-05 1994-03-04 住友金属鉱山株式会社 Mounting structure for embedded metal fittings
JP3652344B2 (en) * 1995-11-22 2005-05-25 クリオン株式会社 Building wall
JPH11200479A (en) * 1998-01-19 1999-07-27 Sumitomo Metal Mining Co Ltd Verandah handrail wall mounting structure and lightweight cellular concrete panel

Similar Documents

Publication Publication Date Title
US20060096204A1 (en) Structural wall apparatuses, systems, and methods
JP4711864B2 (en) Lightweight cellular concrete panel mounting structure
JP2007255085A5 (en)
JP5142656B2 (en) Seismic reinforcement frame of cloth foundation opening
JP6815183B2 (en) Complex building
KR20190101513A (en) Seismic retrofit structure of RC frame and construction method thereof
KR20180016697A (en) Apparatus for fixing panel, and methods for fixing panel using same
JP3759500B2 (en) Building wall
KR101115016B1 (en) Construction method for building remodeling by using precast panel, and connecting structure for remodeling precast panel
JP4684886B2 (en) Exterior wall reforming structure and construction method of exterior wall for reforming
JP4087959B2 (en) Building floor panels and construction methods
JP2010116694A (en) External wall structure of reinforced concrete construction for building
JP2010242392A (en) Seismic strengthening structure
JP5051359B2 (en) Fixed structure of base steel
JP5095424B2 (en) Wall panel mounting structure and mounting method
JP3652344B2 (en) Building wall
JPH02296987A (en) Mounting structure for refuge device
KR102142992B1 (en) Exterior panel joint structure of building structure
JP6873302B2 (en) Complex building
JP2007247380A (en) Bay window and its construction method
JP2008196264A (en) Structure of balcony
JPH10131397A (en) Anchor structure of shear reinforcing bar and anchor plate used for the same structure
JP6906344B2 (en) Furnace mounting bracket
JP4222580B2 (en) Building foundation construction method
JP2017031614A (en) New framework construction method