JPH0332644Y2 - - Google Patents

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Publication number
JPH0332644Y2
JPH0332644Y2 JP1985045985U JP4598585U JPH0332644Y2 JP H0332644 Y2 JPH0332644 Y2 JP H0332644Y2 JP 1985045985 U JP1985045985 U JP 1985045985U JP 4598585 U JP4598585 U JP 4598585U JP H0332644 Y2 JPH0332644 Y2 JP H0332644Y2
Authority
JP
Japan
Prior art keywords
shells
face
block
shell
horizontal hole
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
JP1985045985U
Other languages
Japanese (ja)
Other versions
JPS6221221U (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 JP1985045985U priority Critical patent/JPH0332644Y2/ja
Publication of JPS6221221U publication Critical patent/JPS6221221U/ja
Application granted granted Critical
Publication of JPH0332644Y2 publication Critical patent/JPH0332644Y2/ja
Expired legal-status Critical Current

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  • Revetment (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Finishing Walls (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、建築物に用いる空胴ブロツク特にそ
の長手方向に貫通する横孔を有する建築用横孔空
胴ブロツクの改良に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a cavity block used in a building, and particularly to an improvement of a horizontal hole cavity block for construction having a horizontal hole passing through the block in the longitudinal direction.

〔従来の技術〕[Conventional technology]

建築物に用いる空胴ブロツクは、外観、形状に
関連して寸法の正確さを要求され、長さ、高さ、
厚さ等が規格に定められている。
Cavity blocks used in buildings require dimensional accuracy in terms of appearance and shape, including length, height,
Thickness etc. are determined by standards.

また、空胴ブロツクは建築物の構造体、間仕切
壁あるいは塀等を構成する単体であるから、強さ
特に圧縮強さは、最も重要な性能であり、ブロツ
クの空胴部分を含めた全断面積に対する圧縮強さ
で示され、これもまた規格に定められているもの
である。。
In addition, since a hollow block is a single unit that constitutes the structure of a building, a partition wall, a fence, etc., strength, especially compressive strength, is the most important performance. It is expressed as compressive strength versus area, which is also specified in the standard. .

〔考案が解決しようとする課題〕[The problem that the idea attempts to solve]

長手方向に貫通する横孔を有する空胴ブロツク
は、外力をフエースシエルにより負担するもので
あるから、その厚さが、規格の150mm、190mm等の
いずれの場合であつても、第4図に示すようにブ
ロツク壁体A上に構築する臥梁Bの外面を、その
ブロツク壁体Aの外面と面一にせざるを得ない。
A cavity block having a horizontal hole penetrating in the longitudinal direction bears the external force by the face shell, so whether the thickness is the standard 150 mm or 190 mm, the thickness shown in Figure 4 is As shown, the outer surface of the girder B constructed on the block wall A must be flush with the outer surface of the block wall A.

このため、臥梁Bの外面が露呈することにな
り、その外面に化粧タイル等の仕上げ材Cを貼る
とその分だけブロツク壁体Aの外面より突出し不
体裁であつた。
For this reason, the outer surface of the girder B is exposed, and if a finishing material C such as a decorative tile is applied to the outer surface, it protrudes from the outer surface of the block wall A and is unsightly.

本考案はこのような欠点を解消することを目的
に提案されたものである。
The present invention has been proposed with the aim of solving these drawbacks.

〔課題を解決するための手段〕[Means to solve the problem]

すなわち、本考案建築用横孔空胴ブロツクは、
第1に、両フエースシエル1,1′の外面間長さ
を規格寸法のうちの長いものに設定し、また、一
方のフエースシエル1の内側近くにそのフエース
シエル1に平行にしてかつそれと同じ高さでウエ
ツブシエル3,3′に達する耐力シエル2を設け
ている。
In other words, the horizontal hole cavity block for construction according to the present invention is
First, the length between the outer surfaces of both face shells 1 and 1' is set to the longer one of the standard dimensions, and it is placed near the inside of one face shell 1, parallel to that face shell 1, and the same as that. A load-bearing shell 2 reaching the web shells 3, 3' in height is provided.

第2に、この耐力シエル2の外面と他方のフエ
ースシエル1′の外面との間の長さを規格寸法の
うち短いものに設定している。
Secondly, the length between the outer surface of this load-bearing shell 2 and the outer surface of the other face shell 1' is set to the shorter of the standard dimensions.

第3に、これら各フエースシエルと上記ウエツ
ブシエル3,3′の間に長手方向に貫通する大小
2つの横孔4,5を囲繞形成してなることを特徴
とする。
Thirdly, it is characterized in that two large and small horizontal holes 4, 5 are formed surrounding each of these face shells and the web shells 3, 3', passing through them in the longitudinal direction.

〔作用〕[Effect]

本考案ブロツクによれば、従来と同じように、
両側のフエートシエル1,1′に外力を負担させ
る態様のブロツク壁体D′(第2図)の他に、一方
のフエースシエルには外力を負担させない態様に
おいてもブロツク壁体D′(第3図)を築造でき、
後者においては臥梁Bの外面に化粧タイル等の仕
上げ材Cを貼つて、その仕上げ材Cの外面をブロ
ツク壁体D′の外面と一致させた体裁のいい建築
物とすることができる。
According to the invented block, as before,
In addition to the block wall body D' (Fig. 2) in which the external force is borne on the face shells 1 and 1' on both sides, the block wall body D' (Fig. ) can be built,
In the latter case, a finishing material C such as a decorative tile is pasted on the outer surface of the girder B, and the outer surface of the finishing material C matches the outer surface of the block wall D', resulting in an attractive building.

〔実施例〕〔Example〕

横孔空胴ブロツクa′は、垂直な両外側のフエー
スシエル1,1′のうちの一方である例えばフエ
ースシエル1の内方に耐力シエル2がそのフエー
スシエル1と平行にかつ同じ高さで設け、これら
シエル1,1′及び2と、その上下端に連続しか
つ中央に横筋用凹溝を形成したウエツブシエル
3,3′とで、互いに平行に走行貫通する大小2
つの横孔4,5を区画形成している。
The horizontal hole cavity block a' has one of the vertical outer face shells 1 and 1', for example, a load-bearing shell 2 inside the face shell 1, parallel to and at the same height as the face shell 1. These shells 1, 1' and 2, and web shells 3 and 3' which are continuous at the upper and lower ends and have a concave groove for a transverse strip in the center, have two large and small shells that run parallel to each other and pass through each other.
Two horizontal holes 4 and 5 are defined.

上記フエースシエル1,1′の外面間の長さl
は規格寸法190mmに、またフエースシエル1′と耐
力シエル2の外面との間の長さl′を規格寸法150
mmにしてある。
Length l between the outer surfaces of the face shells 1 and 1'
is the standard dimension of 190 mm, and the length l' between the face shell 1' and the outer surface of the load-bearing shell 2 is the standard dimension of 150 mm.
It is set in mm.

したがつて、この横孔空胴ブロツクa′を組積み
築造したブロツク壁体D′は第2図に示すように、
その上端に臥梁Bを互いの外面を面一に設けるこ
とができる使用状態の他に、第3図のようにフエ
ースシエル1の外面を臥梁Bの外面より突出する
状態、すなわち、ブロツクa′を厚さ150mmの規格
寸法における態様(フエースシエル1′と耐力シ
エル2とに外力を負担させる)で使用することも
でき、この場合には、臥梁Bの外面に化粧タイル
等の仕上げ材Cを貼り、その仕上げ材Cの外面と
ブロツク壁体Dの外面を面一にすることができ
る。
Therefore, the block wall D' made by masonry-building this horizontal hole cavity block a' is as shown in Fig. 2.
In addition to the use state in which the outer surfaces of the face shell 1 are provided flush with each other on the upper end of the girder B, there is also a state in which the outer surface of the face shell 1 protrudes from the outer surface of the girder B as shown in FIG. ' can also be used in the form of standard dimensions of 150 mm thickness (external force is borne by face shell 1' and load-bearing shell 2). In this case, finishing material such as decorative tile is applied to the outer surface of girder C can be applied so that the outer surface of the finishing material C and the outer surface of the block wall D can be made flush.

〔考案の効果〕[Effect of idea]

以上述べたところから明らかなように、本考案
ブロツクは、一方のフエースシエルの内側近くに
そのフエースシエルと平行にしてかつそれと同じ
高さで上下ウエツブシエルに達する耐力シエルを
設けたので、このブロツクを組積み築造するブロ
ツク壁体上に構築する臥梁の外面をそのブロツク
壁体の外面と面一にする使用の他に、後者を前者
より突出させる使用も可能で、これによつて、臥
梁の外面に貼る化粧タイル等の仕上げ材の外面と
ブロツク壁体の外面とを面一に仕上げることがで
きる。
As is clear from the above description, the block of the present invention has a load-bearing shell near the inside of one of the face shells that is parallel to that face shell and reaches the upper and lower web shells at the same height. In addition to making the outer surface of a girder constructed on a block wall constructed by masonry flush with the outer surface of the block wall, it is also possible to make the latter protrude from the former. The outer surface of the finishing material such as decorative tiles applied to the outer surface of the block wall can be made flush with the outer surface of the block wall.

また、本考案ブロツクは大小2つの横孔を区画
形成しているので、断熱性、遮音性はもちろん防
水性も改善されること明らかである。
Furthermore, since the block of the present invention has two horizontal holes, large and small, it is clear that not only heat insulation and sound insulation properties but also waterproof properties are improved.

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

第1図は本考案ブロツクの実施例の断面図、第
2図及び第3図は使用状態の縦断面図、第4図は
従来例を説明するための縦断面図である。 1,1′……フエースシエル、2……耐力シエ
ル、3,3′……ウエツブシエル、4,5……横
孔、a′……ブロツク、D′……ブロツク壁体、C…
…仕上げ材。
FIG. 1 is a cross-sectional view of an embodiment of the block of the present invention, FIGS. 2 and 3 are longitudinal cross-sectional views of the block in use, and FIG. 4 is a vertical cross-sectional view for explaining a conventional example. 1, 1'... Face shell, 2... Load-bearing shell, 3, 3'... Web shell, 4, 5... Horizontal hole, a'... Block, D'... Block wall, C...
...finishing material.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 垂直な両外側のフエースシエル1,1′と横筋
用凹溝を形成した上下のウエツブシエル3,3′
とからなる建築用横孔空胴ブロツクであつて、上
記両フエースシエル1,1′の外面間長さを規格
寸法のうちの長いものに設定するとともに、一方
のフエースシエル1の内側近くにそのフエースシ
エル1に平行にしてかつそれと同じ高さで上記ウ
エツブシエル3,3′に達する耐力シエル2を設
け、この耐力シエル2の外面と他方のフエースシ
エル1′の外面との間の長さを規格寸法のうち短
いものに設定し、これら各フエースシエルとウエ
ツブシエル3,3′の間に長手方向に貫通する大
小2つの横孔4,5を囲繞形成してなることを特
徴とする建築用横孔空胴ブロツク。
Vertical outer face shells 1, 1' and upper and lower web shells 3, 3' with concave grooves for horizontal stripes.
This is a horizontal hole cavity block for construction consisting of a horizontal hole cavity block for construction, in which the length between the outer surfaces of the two face shells 1 and 1' is set to the longer one of the standard dimensions, and one of the face shells 1 has a A load-bearing shell 2 is provided that is parallel to the face shell 1 and reaches the web shells 3, 3' at the same height, and the length between the outer surface of this load-bearing shell 2 and the outer surface of the other face shell 1' is standardized. A horizontal hole for construction, which is set to the shortest of the dimensions, and is formed by surrounding two large and small horizontal holes 4, 5 that penetrate in the longitudinal direction between each of these face shells and web shells 3, 3'. Hollow block.
JP1985045985U 1985-03-30 1985-03-30 Expired JPH0332644Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985045985U JPH0332644Y2 (en) 1985-03-30 1985-03-30

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985045985U JPH0332644Y2 (en) 1985-03-30 1985-03-30

Publications (2)

Publication Number Publication Date
JPS6221221U JPS6221221U (en) 1987-02-07
JPH0332644Y2 true JPH0332644Y2 (en) 1991-07-11

Family

ID=30865227

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985045985U Expired JPH0332644Y2 (en) 1985-03-30 1985-03-30

Country Status (1)

Country Link
JP (1) JPH0332644Y2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0513907U (en) * 1991-07-26 1993-02-23 株式会社マキ製作所 Cardboard case flap expansion device

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58195714U (en) * 1982-06-22 1983-12-26 株式会社トクヤマ block

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0513907U (en) * 1991-07-26 1993-02-23 株式会社マキ製作所 Cardboard case flap expansion device

Also Published As

Publication number Publication date
JPS6221221U (en) 1987-02-07

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