JPH0219454Y2 - - Google Patents
Info
- Publication number
- JPH0219454Y2 JPH0219454Y2 JP7618782U JP7618782U JPH0219454Y2 JP H0219454 Y2 JPH0219454 Y2 JP H0219454Y2 JP 7618782 U JP7618782 U JP 7618782U JP 7618782 U JP7618782 U JP 7618782U JP H0219454 Y2 JPH0219454 Y2 JP H0219454Y2
- Authority
- JP
- Japan
- Prior art keywords
- panel
- brick
- reinforcing bars
- bars
- panels
- 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
Links
- 239000011449 brick Substances 0.000 claims description 38
- 230000003014 reinforcing effect Effects 0.000 claims description 15
- 239000004570 mortar (masonry) Substances 0.000 claims description 7
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 7
- 239000003795 chemical substances by application Substances 0.000 description 6
- 239000000463 material Substances 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 239000002184 metal Substances 0.000 description 4
- 229910052751 metal Inorganic materials 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Landscapes
- Building Environments (AREA)
- Panels For Use In Building Construction (AREA)
Description
【考案の詳細な説明】
この考案は、レンガパネルの上下両端部の構造
に関するものである。[Detailed description of the invention] This invention relates to the structure of both upper and lower ends of a brick panel.
今日、レンガは、建築物の内装・外装を問わず
多く利用されているが、外装面を構成する場合
は、工場生産によるレンガパネル（レンガボー
ド）を使用することが多く、この場合、強度の関
係からレンガパネルの補強筋にプレストレスを加
えたいわゆるプレストレスレンガパネルが特に多
く用いられている。そして、プレストレスを導入
した補強筋はレンガパネルの上下両端部を、フラ
ツトバー等を介しナツト類で固定してストレスを
維持して、堅固なレンガパネルを得るようになつ
ている。従来、このような端部構造を有するレン
ガパネルとしては、第１図に示すものが知られて
いる。図において、Ａはプレストレンガパネルを
示し、このプレストレンガパネルＡは、単位レン
ガ１を型枠（図示せず）の中に一定の積方に従つ
て並設し、互いに連通する単位レンガ１の空胴１
ｂに通常は鋼棒である補強筋２を挿通してモルタ
ル等の固結剤で、単位レンガ１相互を結合すると
ともに、端部に帯鉄状のフラツトバー３を載置し
て前記補強筋２の端部をナツト２ａに依つて固定
して形成されている。なお、補強筋２に対するス
トレスは、モルタル等の固結剤の固化前にあたえ
ても良く、又、固化後にあたえても良い。 Today, bricks are widely used for both the interior and exterior of buildings, but when constructing the exterior, factory-produced brick panels (brick boards) are often used. For this reason, so-called prestressed brick panels, in which prestress is applied to the reinforcing bars of brick panels, are particularly often used. The prestressed reinforcing bars are fixed at both upper and lower ends of the brick panel with nuts via flat bars or the like to maintain the stress and obtain a strong brick panel. Conventionally, as a brick panel having such an end structure, the one shown in FIG. 1 is known. In the figure, A indicates a prestressed brick panel, and this prestressed brick panel A consists of unit bricks 1 arranged side by side in a formwork (not shown) according to a certain stacking pattern, and the unit bricks 1 communicating with each other. Cavity 1
Reinforcing bars 2, which are usually steel rods, are inserted through b and the unit bricks 1 are bonded to each other with a solidifying agent such as mortar, and flat bars 3 in the form of band iron are placed on the ends of the reinforcing bars 2. is formed by fixing the end portion thereof with a nut 2a. Note that the stress on the reinforcing bars 2 may be applied before the solidifying agent such as mortar is solidified, or may be applied after the solidifying agent such as mortar is solidified.
ところで、このように形成されたプレストレス
レンガパネルＡを積層して建築物の外壁を構成す
る場合、パネルとパネルの隙間の処理は、第２図
に示すように、パテあるいはゴム管等のバツクア
ツプ材を隙間に挿入した後、目地材４を塗布する
ことによつてなされている。 By the way, when constructing the outer wall of a building by laminating the prestressed brick panels A formed in this way, the gaps between the panels can be treated with back-up material such as putty or rubber tubes, as shown in Figure 2. This is done by applying a joint material 4 after inserting the material into the gap.
ところが、目地材４は、パネルの外側を遮蔽す
るのみでパネルとパネルの隙間には、フラツトバ
ー３をはじめ補強筋２、ナツト２ａ等が露呈され
ているため、これらが発錆して、これらの部材を
脆弱化する一方、目地材４とパネルとの間からし
み込んだ雨水等によつて発錆が一層増加されるば
かりか、錆を含んだ雨水が外壁面に逆流して、壁
面の美観を著しく損なうという問題が生じてい
る。 However, the joint material 4 only shields the outside of the panels, and the flat bars 3, reinforcing bars 2, nuts 2a, etc. are exposed in the gaps between the panels, so these rust and rust. Not only does this weaken the components, but rusting is further increased due to rainwater seeping between the joint material 4 and the panel, and rainwater containing rust flows back onto the exterior wall surface, damaging the aesthetic appearance of the wall surface. The problem has arisen of significant damage.
この考案は、上記従来の問題点に着目してなさ
れたもので、パネル端部に凹部を設けて、フラツ
トバー、補強筋等の金属部分を埋め込んで、モル
タル等で遮蔽することにより、上記問題点の解決
を図ることを目的とするものである。 This idea was made by focusing on the above-mentioned conventional problems.By providing a recess at the end of the panel, embedding metal parts such as flat bars and reinforcing bars, and shielding it with mortar, etc., the above-mentioned problems were solved. The purpose is to solve the following problems.
以下、図面に示す実施例にもとづいてこの考案
を説明する。第３図は、この考案の一実施例を示
す図である。この実施例において、レンガパネル
Ａの端部には断面Ｌ字状の凹部１ａが端部全長に
わたつて形成されていて、フラツトバー３、鋼棒
が使用される補強筋２の端部、ナツト２ａ等は、
この凹部１ａに収納されモルタル等の防水固結剤
５で遮蔽されている。なお、パネル端部の凹部を
形成するには第３図ｃに示すような断面Ｌ字形状
のレンガ１をパネル端部に使用するば良い。 This invention will be explained below based on embodiments shown in the drawings. FIG. 3 is a diagram showing an embodiment of this invention. In this embodiment, a recess 1a having an L-shaped cross section is formed at the end of the brick panel A over the entire length of the end, and a flat bar 3, an end of a reinforcing bar 2 using a steel bar, and a nut 2a are formed at the end of the brick panel A. etc.,
It is accommodated in this recess 1a and covered with a waterproof solidifying agent 5 such as mortar. Incidentally, in order to form the concave portion at the end of the panel, a brick 1 having an L-shaped cross section as shown in FIG. 3c may be used at the end of the panel.
第４図は、この考案の他の実施例を示す図で、
この実施例においてパネル端部の凹部は、開口部
を上にしたコ字形状をなしている。この実施例に
おけるパネル端部の凹部は、第４図ｂに示すよう
な上面に溝部１ｂを有するレンガ１によつて形成
される。この溝部１ｂは、フラツトバー３、補強
筋２の端部、ナツト２ａを収容するに適合した形
状および大きさであることは言うまでもない。 FIG. 4 is a diagram showing another embodiment of this invention,
In this embodiment, the recess at the end of the panel has a U-shape with the opening facing upward. The recess at the end of the panel in this embodiment is formed by a brick 1 having a groove 1b on its upper surface as shown in FIG. 4b. It goes without saying that the groove 1b has a shape and size suitable for accommodating the flat bar 3, the end of the reinforcing bar 2, and the nut 2a.
この考案は、以上述べたような構成を有するの
で次のような効果を得ることができる。 Since this invention has the configuration described above, the following effects can be obtained.
(イ) パネル端部においてフラツトバー、補強筋端
部、ナツト等の金属部分が露呈していないの
で、錆の発生が少ない。(a) Metal parts such as flat bars, reinforcing bar ends, nuts, etc. are not exposed at the panel ends, so rust is less likely to occur.
(ロ) フラツトバー、補強筋、ナツト類の金属部分
がモルタル等の防水固結剤で遮蔽されているの
で、パネル相互間の目地部分から雨水等が侵入
しても前記金物類が直接浸水することがないの
で錆の発生が少なく、又、錆水が外壁面に洩出
することもない。(b) Since the metal parts such as flat bars, reinforcing bars, and nuts are shielded with a waterproof solidifying agent such as mortar, even if rainwater enters through the joints between panels, the metal parts will not be directly flooded with water. Since there is no rust, there is less rust, and rust water does not leak onto the outer wall surface.
(ハ) フラツトバー、補強筋端部、ナツト類は、レ
ンガパネルの端部を構成する単位レンガ内に収
納されて、レンガパネル端部に突起物がなくな
るので、レンガパネル相互を積層する場合にも
その間隙を最小限に設定できるので、間隙を充
填する目地部分が堅固になり、目地部の剥落、
ひび割れが防止できると共に雨水等の侵入も防
止できる。(c) The flat bars, reinforcing bar ends, and nuts are housed within the unit bricks that make up the ends of the brick panels, and there are no protrusions at the ends of the brick panels, so they are easy to use even when stacking brick panels together. Since the gap can be set to the minimum, the joint part that fills the gap becomes solid, preventing peeling of the joint part.
Not only can cracks be prevented, but also rainwater etc. can be prevented from entering.
第１図ａは、従来のレンガパネルの端部構造を
示す斜視説明図、第１図ｂは、第１図ａの側面
図、第２図は、従来の端部構造を有するレンガパ
ネル相互の結合部分を示す説明図、第３図ａは本
願考案の一実施例を示す斜視説明図、第３図ｂ
は、第３図ａの側面図、第３図ｃは、第３図ａに
示すレンガパネルの端部を構成する単位レンガの
斜視図、第３図ｄは、本願考案に係る端部構造を
有するレンガパネル相互の結合部を示す説明図、
第４図ａは、本願考案の他の実施例に係るレンガ
パネル相互の結合部分を示す説明図、第４図ｂ
は、第４図ａに示す実施例におけるレンガパネル
の端部構成レンガの斜視説明図である。
Ａ……レンガパネル、１……単位レンガ、２…
…補強筋、３……フラツトバー、１ａ……凹部、
５……防水固結剤。
FIG. 1a is a perspective explanatory view showing the end structure of a conventional brick panel, FIG. 1b is a side view of FIG. 1a, and FIG. An explanatory view showing a connecting part, Fig. 3a is a perspective explanatory view showing an embodiment of the present invention, Fig. 3b
is a side view of FIG. 3a, FIG. 3c is a perspective view of a unit brick constituting the end of the brick panel shown in FIG. 3a, and FIG. 3d is a side view of the end structure according to the present invention. An explanatory diagram showing the joints between the brick panels,
FIG. 4a is an explanatory diagram showing a mutually connected portion of brick panels according to another embodiment of the present invention, and FIG. 4b
FIG. 4 is a perspective explanatory view of the bricks forming the end portion of the brick panel in the embodiment shown in FIG. 4a. A... Brick panel, 1... Unit brick, 2...
... Reinforcement bar, 3... Flat bar, 1a... Recess,
5...Waterproof solidifying agent.
Claims (1)
定のレンガ積方に従つてパネルを形成し、互に連
通した空胴にはプレストレスを導入した補強筋を
配筋しパネルの上下端部のほぼ全長にわたつて付
設したフラツトバーに前記補強筋の端部を固定し
てなるプレストレスレンガパネルにおいて、レン
ガパネルの上下両端部に形成した凹部にフラツト
バーを埋設しモルタル等の防水固結剤で隠蔽した
ことを特徴とするレンガパネルの端部処理構造。 A panel is formed by unit bricks with cavities for reinforcing bars installed in the vertical direction according to a certain brick laying method, and reinforcing bars to which prestress is introduced are placed in the interconnected cavities to form a panel at the top and bottom ends of the panel. In a prestressed brick panel in which the ends of the reinforcing bars are fixed to flat bars attached over almost the entire length of the brick panel, the flat bars are buried in recesses formed at both the upper and lower ends of the brick panel, and a waterproof solidifying agent such as mortar is applied. The edge treatment structure of the brick panel is characterized by being hidden by.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7618782U JPS58179318U (en) | 1982-05-26 | 1982-05-26 | Brick panel edge treatment structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7618782U JPS58179318U (en) | 1982-05-26 | 1982-05-26 | Brick panel edge treatment structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS58179318U JPS58179318U (en) | 1983-11-30 |
| JPH0219454Y2 true JPH0219454Y2 (en) | 1990-05-29 |
Family
ID=30085509
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7618782U Granted JPS58179318U (en) | 1982-05-26 | 1982-05-26 | Brick panel edge treatment structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58179318U (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5579403B2 (en) * | 2009-06-02 | 2014-08-27 | 株式会社竹中工務店 | Masonry wall reinforcement structure and masonry structure |
| JP5393263B2 (en) * | 2009-06-02 | 2014-01-22 | 株式会社竹中工務店 | Masonry wall reinforcement method and masonry structure. |
-
1982
- 1982-05-26 JP JP7618782U patent/JPS58179318U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS58179318U (en) | 1983-11-30 |
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