JPS6310031Y2 - - Google Patents

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Publication number
JPS6310031Y2
JPS6310031Y2 JP14342782U JP14342782U JPS6310031Y2 JP S6310031 Y2 JPS6310031 Y2 JP S6310031Y2 JP 14342782 U JP14342782 U JP 14342782U JP 14342782 U JP14342782 U JP 14342782U JP S6310031 Y2 JPS6310031 Y2 JP S6310031Y2
Authority
JP
Japan
Prior art keywords
brick
panel
bricks
reinforcing bars
vertical holes
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
Application number
JP14342782U
Other languages
Japanese (ja)
Other versions
JPS5948913U (en
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP14342782U priority Critical patent/JPS5948913U/en
Publication of JPS5948913U publication Critical patent/JPS5948913U/en
Application granted granted Critical
Publication of JPS6310031Y2 publication Critical patent/JPS6310031Y2/ja
Granted legal-status Critical Current

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  • Building Environments (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Finishing Walls (AREA)

Description

【考案の詳細な説明】 この考案は、張壁用レンガパネルに関する。[Detailed explanation of the idea] This invention relates to a brick panel for a wall.

従来のこの種のレンガパネルとしては、例えば
一定の目地貼りで割り付けたレンガ単体の互に連
通した縦孔に補強筋を挿通して配筋し、かつその
補強筋に張設具を装着し、前記割り付けたレンガ
単体の目地部にモルタルを流し込んで、これらレ
ンガ単体を一体に結合して構成したものがある。
Conventional brick panels of this type are made by, for example, inserting reinforcing bars into vertical holes that communicate with each other in single bricks that are laid out with a certain joint, and then installing tensioning tools on the reinforcing bars. Some bricks are constructed by pouring mortar into the joints of the laid out bricks and joining these bricks together.

ところが、この構造のレンガパネルには、次の
問題点がある。
However, this structure of brick panels has the following problems.

すなわち、レンガパネルを一定のパネル割り付
けに従つて構造駆体に張設したとき、雨などが降
れば、これが目地部のモルタルに沁み込んで、パ
ネル裏面ににじみ出たり、パネル相互間の目地
部、特に横方向の目地部に滞溜する。その結果、
レンガパネル張壁と内装壁の間の空間が、通気性
がない上に湿潤となるので、内装壁やレンガパネ
ルの張設具等の腐食が顕著となり、建築物として
の耐用年数が短くなるという問題がある。
In other words, when brick panels are installed on a structural body according to a certain panel layout, if it rains, this will seep into the mortar at the joints and ooze out onto the back of the panels, or the joints between the panels, It accumulates especially in the horizontal joints. the result,
The space between the brick paneled wall and the interior wall is not breathable and becomes damp, so corrosion of the interior wall and brick panel fittings becomes noticeable, shortening the useful life of the building. There's a problem.

この考案は、このような従来の問題点に着目し
てなされたもので、レンガパネル内に排水管を配
管することによつて、上記問題点を解決すること
を目的とする。
This invention was made by paying attention to such conventional problems, and aims to solve the above problems by piping a drain pipe inside the brick panel.

以下、この考案を図面に基いて説明する。 This invention will be explained below based on the drawings.

第1図ないし第5図はこの考案の一実施例を示
す。
1 to 5 show an embodiment of this invention.

まず構成を説明すると、この考案によるレンガ
パネルPnは、縦孔1を3個設け、かつ破り目地
貼りで割り付けたレンガ単体Bと、それらレンガ
単体Bの互に連通した前記縦孔1に挿通して、そ
れぞれ交互に配筋および配管した補強筋Sおよび
排水管Dと、その補強筋Sに取り付けた張設具H
と、前記割り付けたレンガ単体Bの目地部2と配
筋した縦孔1とに充填して前記各レンガ単体B
を、補強筋Sと排水管Dおよび張設具Hと共に、
一体に結合したモルタルMとより成り、かつ前記
排水管Dは、第5図のように、管壁3に多数の排
水孔4を備え、その下端部7は、第4図のよう
に、外部に開口した構造としたところに特徴があ
る。
First, to explain the structure, the brick panel Pn according to this invention has three vertical holes 1 and is inserted into the vertical holes 1 that communicate with the bricks B, which are separated by tear joints, and the bricks B that communicate with each other. The reinforcing bars S and drain pipe D are arranged and piped alternately, and the tensioning tools H attached to the reinforcing bars S.
Then, fill the joints 2 of the allocated bricks B and the reinforced vertical holes 1, and
, together with reinforcing bars S, drain pipe D, and tensioning equipment H,
As shown in FIG. 5, the drain pipe D includes a plurality of drain holes 4 in the pipe wall 3, and its lower end 7 is connected to the outside as shown in FIG. It is characterized by its open structure.

ここにいうレンガ単体Bの縦孔1は、一定のモ
ジユール間隔lをおいて長さ方向に一列に、厚さ
方向に設けた孔である。モジユール間隔lは、各
レンガ単体Bの目地部2の幅を一定に設定した場
合、例えば破り目地貼り、あるいは芋目地貼りの
いずれでレンガパネルPを形成しても、前記縦孔
1が常に連通する間隔をいう。上記実施例の場合
であれば、割り付けたレンガ単体Bの各縦孔1の
間隔lと、目地部2と縦孔1の間隔lとを等しく
することのできる間隔、つまり目地部2とこれに
連なる縦孔1に排水管D(補強筋Sでもよい。)を
挿通しうる間隔をいう。
The vertical holes 1 of the brick unit B referred to here are holes provided in a row in the length direction and in the thickness direction with a constant module interval l. The module spacing l is such that when the width of the joint 2 of each brick B is set constant, the vertical holes 1 are always in communication, regardless of whether the brick panel P is formed by, for example, tear joints or potato joints. The interval between In the case of the above example, the interval 1 between each vertical hole 1 of the laid out brick unit B and the interval 1 between the joint 2 and the vertical hole 1 can be made equal, that is, the interval between the joint 2 and this This refers to the interval at which drainage pipes D (reinforcing bars S may also be used) can be inserted into consecutive vertical holes 1.

補強筋Sは、通常4〜6mmφの鋼棒を使用す
る。必要に応じテンシヨンをかけるようにしても
よい。
The reinforcing bars S are usually steel rods with a diameter of 4 to 6 mm. Tension may be applied as necessary.

排水管Dは、樹脂製の管で、前述のように、そ
の下端部7はレンガパネルPの底面から外部に開
口した構造にしてある。上端部8もレンガパネル
Pnの上面に開口した構造にしてあるが、第6図
のように、モルタルMのかぶりによつて閉塞する
構造としてもよい。
The drain pipe D is a resin pipe, and as described above, its lower end 7 is opened to the outside from the bottom surface of the brick panel P. The upper end 8 is also a brick panel.
Although the structure is such that the upper surface of Pn is open, it may be closed by covering the mortar M, as shown in FIG.

張設具Hは、定着板10と、これと一体のアン
カーナツト9とより成り、連結筋11を介して補
強筋Sに溶接して取り付けてある。この張設具H
の取り付け位置は、レンガパネルPoの割り付け
及び構造駆体との位置関係によつて決定される。
実施例では、上部の張設具Hと下部の張設具Hが
それぞれ一対設けてある。レンガパネルPoの裏
面周縁部にはモルタル部分12が肉厚に盛り上げ
てあつて、つまりレンガパネルPoの側面の幅を
広くしてあつて、張設時に各パネルPoの目地部
15のシールをし易くしてある。すなわち、タイ
ト材13と、後述するコーキング材17によるシ
ールをし易い形状にしてある。上記張設具Hは、
前述した肉厚のモルタル部分12に設けて、モル
タルMによる定着をよくするようにしてある。そ
して、この張設具Hを取り付けた位置には、レン
ガ単体Bに代えて、レンガタイルTを使用して、
モルタルM部を充分に厚くし、上記定着性をより
向上させるようにしてある。
The tensioning tool H consists of a fixing plate 10 and an anchor nut 9 integrated therewith, and is attached to the reinforcing bar S by welding via a connecting bar 11. This tensioning tool H
The installation position is determined by the layout of the brick panels P o and the positional relationship with the structural body.
In the embodiment, a pair of upper tensioning tools H and a pair of lower tensioning tools H are provided. A mortar portion 12 is thickly raised on the periphery of the back surface of the brick panel P o , that is, the width of the side surface of the brick panel P o is widened, so that the joint portion 15 of each panel P o is It is made easy to seal. That is, the shape is such that it is easy to seal with the tight material 13 and a caulking material 17, which will be described later. The above tensioning tool H is
It is provided in the thick mortar portion 12 described above to improve fixation by the mortar M. Then, instead of the single brick B, a brick tile T is used at the position where this tensioning tool H is installed.
The mortar M portion is made sufficiently thick to further improve the above-mentioned fixing properties.

また、レンガパネルPoそのものの大きさ、形
状は、構造駆体に対する割り付けによつて決定さ
れるので、各種各様である。しかし、割り付けと
いつても一定のモジユールで決められるから、構
造駆体に応じて特定され、数種類の大きさ、形状
となるのが普通である。
Furthermore, the size and shape of the brick panel P o itself is determined by the allocation to the structural body, and therefore varies. However, since the layout is always determined by a fixed module, it is usually specified depending on the structure and has several sizes and shapes.

第9図ないし第13図は、この考案によるレン
ガパネルPoの張設構造の一例を示したものであ
る。
FIGS. 9 to 13 show an example of the structure for extending the brick panel P o according to this invention.

すなわち、この考案による大判のレンガパネル
P1と小判のレンガパネルP2を、窓枠Wと共に、
構造駆体Cに張設して構成した張壁を示したもの
である。なお、第1図ないし第8図と同一部分に
は同一符号を付し、その説明は省略する。
In other words, large-sized brick panels based on this invention
P 1 and small brick panel P 2 together with window frame W.
This figure shows a stretched wall constructed by stretching the structural body C. Note that the same parts as in FIGS. 1 to 8 are denoted by the same reference numerals, and the explanation thereof will be omitted.

張設要領は、次のとおりである。まず、構造駆
体Cに取り付けたアングルピースAのボルト穴に
ボルト14を挿入してレベル調整したレンガパネ
ルP1,P2のアンカーナツト9に螺入緊締する。
窓枠Wは、レンガパネルP1の補強筋Sに溶接に
よつて取り付ける。レンガパネルP1,P2と窓枠
Wを取り付けたところで、それらの目地部15に
バツクアツプ材16を嵌装してコーキング材17
でシールする。
The installation instructions are as follows. First, the bolts 14 are inserted into the bolt holes of the angle piece A attached to the structural body C, and screwed into the anchor nuts 9 of the level-adjusted brick panels P 1 and P 2 and tightened.
The window frame W is attached to the reinforcing bars S of the brick panel P1 by welding. After the brick panels P 1 and P 2 and the window frame W are attached, back up material 16 is fitted into the joints 15 of the brick panels P 1 and P 2 and caulking material 17 is applied.
Seal with.

次に作用を説明する。 Next, the action will be explained.

いま、張壁を構成するレンガパネルP1に降り
かかつた雨水が、第12図および第13図のよう
に、その目地部2のモルタルM部分から、矢符a
で示すように浸入していくと、雨量によつてはパ
ネルP1の裏面まで浸透するほどになる。しかし、
丁度その過程に排水管Dが位置するので、浸透し
た水はその排水孔4から管内に流入して排水され
る。
Now, as shown in Figs. 12 and 13, the rainwater that has fallen on the brick panel P 1 constituting the wall is flowing from the mortar M part of the joint 2 to the arrow a.
Depending on the amount of rainfall, the water will penetrate to the back of panel P1 as shown in the figure. but,
Since the drain pipe D is located exactly in this process, the permeated water flows into the pipe through the drain hole 4 and is drained.

排水管D内に排水された雨水は、第14図のよ
うに、管の内壁をつたつて矢符b方向へ落下し、
下側に張設した他のレンガパネルP1の排水管D
に導かれると共に、一部は矢符dで示すように、
横,縦の目地部15をつたつて、順次下方へと落
下して行く。
As shown in Fig. 14, the rainwater drained into the drain pipe D falls down the inner wall of the pipe in the direction of the arrow b.
Drain pipe D of other brick panel P1 installed on the lower side
As shown by the arrow d, some of the
It passes through the horizontal and vertical joints 15 and gradually falls downward.

一方、レンガパネルP2に降りかかつてモルタ
ルM部分から浸入した雨水も、レンガパネルP1
の場合と同様、排水管Dに導かれて下方へ落下し
ていく。しかし、この場合は、窓枠Wによつてさ
えぎられる形となるので、この窓枠Wとの間の横
の目地部15に落下した雨水は、矢符eで示すよ
うに、これをつたつて窓枠W両側の縦の目地部1
5へ流れこみ、下方へ落下していく。
On the other hand, rainwater that fell on brick panel P 2 or that had previously entered from mortar M section also leaked into brick panel P 1 .
As in the case of , it is guided by drain pipe D and falls downward. However, in this case, since it is blocked by the window frame W, the rainwater that falls into the horizontal joint 15 between the window frame W and the window frame W is drained through this as shown by the arrow e. Vertical joints 1 on both sides of window frame W
It flows into 5 and falls downward.

排水管Dの上端部8を、第6図のように、モル
タルMのかぶりによつて閉塞したレンガパネル
P1,P2の場合は、上下方向に連続して張設する
各パネルP1,P2の排水管Dが連通しないので、
各排水管Dから流出する雨水は、各パネルP1
P2と窓枠Wの目地部15をつたつて下方へ流れ
落ちることになる。
A brick panel in which the upper end 8 of the drain pipe D is closed by covering with mortar M, as shown in Fig. 6.
In the case of P 1 and P 2 , the drain pipes D of each panel P 1 and P 2 , which are installed continuously in the vertical direction, do not communicate with each other, so
Rainwater flowing out from each drain pipe D is distributed to each panel P 1 ,
It will flow down through the joint 15 of P 2 and the window frame W.

以上説明したように、この考案によるレンガパ
ネルは、一定のモジユール間隔をおいて長さ方向
に一列に、厚さ方向の縦孔を複数個設け、かつ一
定の目地貼りで割り付けたレンガ単体と、それら
レンガ単体の互に連通した前記縦孔に挿通してそ
れぞれ配筋および配管した補強筋および排水管
と、前記割り付けたレンガ単体の目地部と配筋し
た縦孔とに充填して前記各レンガ単体を、前記補
強筋と排水管と共に、一体に結合したモルタルと
より成り、かつ前記排水管は、管壁に多数の排水
孔を備え、少なくともその下端部は外部に開口し
た構造としたので、構造駆体に張設してレンガパ
ネル張壁を形成した場合、レンガパネルの目地部
からモルタル部に雨水が浸入しても、これを効果
的に排水することができる。
As explained above, the brick panel according to this invention has a plurality of vertical holes in the thickness direction arranged in a row in the length direction at a constant module interval, and is made of single bricks that are arranged with a constant joint adhesive. Reinforcing bars and drainage pipes are inserted into the interconnected vertical holes of the individual bricks and reinforced and piped, and the joints and vertical holes of the allocated bricks are filled with reinforcing bars and drain pipes inserted into the vertical holes that communicate with each other. The unit is made of mortar that is integrally joined with the reinforcing bars and the drain pipe, and the drain pipe has a structure in which the pipe wall is provided with a large number of drainage holes, and at least its lower end is open to the outside. When a brick panel-clad wall is formed by extending it over a structural body, even if rainwater enters the mortar area from the joints of the brick panels, it can be effectively drained.

従つて、従来のように、レンガパネル張壁と内
装壁との間が湿潤になつて、内装壁やパネル張設
具が腐食し、建築物としての耐用年数が短くなる
といつた問題は解決できる。
Therefore, the conventional problem of dampness between the brick paneled wall and the interior wall, corroding the interior wall and paneling equipment, and shortening the useful life of the building can be solved. .

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

第1図はこの考案によるレンガパネルの斜視
図、第2図は第1図の−断面拡大図、第3図
は第1図の−断面拡大図、第4図は第1図の
−断面拡大図、第5図は第4図のV部拡大
図、第6図はこの考案における排水管の他の配管
構造を示す断面図で、第4図に対応する図、第7
図はこの考案によるレンガパネルを張設して形成
したレンガパネル張壁の正面図、第8図は第7図
の−断面図、第9図は第7図の−断面
図、第10図は第7図の−断面図、第11図
は第7図のXI−XI断面図、第12図は第9図のXII
部拡大図、第13図は第11図の部拡大図、
第14図はこの考案の作用を説明するための第7
図の要部拡大図である。 Po,P1,P2……レンガパネル、B……レンガ
単体、1……縦孔、S……補強筋、D……排水
管、H……張設具、2……目地部、M……モルタ
ル、4……排水孔、7……下端部。
Figure 1 is a perspective view of the brick panel according to this invention, Figure 2 is an enlarged cross-sectional view of Figure 1, Figure 3 is an enlarged cross-sectional view of Figure 1, and Figure 4 is an enlarged cross-sectional view of Figure 1. 5 is an enlarged view of the V section in FIG. 4, and FIG. 6 is a sectional view showing another piping structure of the drain pipe in this invention.
The figure is a front view of a brick panel wall formed by extending brick panels according to this invention, Figure 8 is a cross-sectional view of Figure 7, Figure 9 is a cross-sectional view of Figure 7, and Figure 10 is a cross-sectional view of Figure 7. Figure 7 is a - cross-sectional view, Figure 11 is a cross-sectional view taken along line XI-XI in Figure 7, Figure 12 is a cross-sectional view taken along line XII in Figure 9
Figure 13 is an enlarged view of Figure 11.
Figure 14 is a seventh diagram to explain the operation of this device.
It is an enlarged view of the main part of the figure. P o , P 1 , P 2 ... Brick panel, B ... Single brick, 1 ... Vertical hole, S ... Reinforcement bar, D ... Drain pipe, H ... Tensioning tool, 2 ... Joint part, M...Mortar, 4...Drain hole, 7...Lower end.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 一定のモデユール間隔をおいて長さ方向に一列
に、厚さ方向の縦孔を複数個設け、かつ一定の目
地貼りで割り付けたレンガ単体と、それらレンガ
単体の互に連通した前記縦孔に挿通してそれぞれ
配筋および配管した補強筋および排水管と、前記
割付けたレンガ単体の目地部と配筋した縦孔とに
充填して前記各レンガ単体を、前記補強筋と排水
管に一体に結合したモルタルとより成り、かつ前
記排水管は、管壁に多数の排水孔を備え、少なく
ともその下端部は外部に開口した構造としたこと
を特徴とするレンガパネル。
A plurality of vertical holes in the thickness direction are provided in a row in the length direction at a constant model interval, and the bricks are laid out with a certain joint thickness, and the bricks are inserted into the vertical holes that communicate with each other. The reinforcing bars and drainage pipes are arranged and piped, respectively, and the joints of the allocated bricks and the vertical holes arranged are filled, and each brick is integrally connected to the reinforcing bars and the drainage pipes. 1. A brick panel, characterized in that the drain pipe has a structure in which the pipe wall is provided with a large number of drainage holes, and at least the lower end thereof is open to the outside.
JP14342782U 1982-09-24 1982-09-24 brick panel Granted JPS5948913U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14342782U JPS5948913U (en) 1982-09-24 1982-09-24 brick panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14342782U JPS5948913U (en) 1982-09-24 1982-09-24 brick panel

Publications (2)

Publication Number Publication Date
JPS5948913U JPS5948913U (en) 1984-03-31
JPS6310031Y2 true JPS6310031Y2 (en) 1988-03-24

Family

ID=30320150

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14342782U Granted JPS5948913U (en) 1982-09-24 1982-09-24 brick panel

Country Status (1)

Country Link
JP (1) JPS5948913U (en)

Also Published As

Publication number Publication date
JPS5948913U (en) 1984-03-31

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