JPH0435444Y2 - - Google Patents
Info
- Publication number
- JPH0435444Y2 JPH0435444Y2 JP1987179056U JP17905687U JPH0435444Y2 JP H0435444 Y2 JPH0435444 Y2 JP H0435444Y2 JP 1987179056 U JP1987179056 U JP 1987179056U JP 17905687 U JP17905687 U JP 17905687U JP H0435444 Y2 JPH0435444 Y2 JP H0435444Y2
- Authority
- JP
- Japan
- Prior art keywords
- mortar
- groove
- building blocks
- reinforcing bar
- insertion groove
- 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
- 239000004570 mortar (masonry) Substances 0.000 claims description 18
- 230000037431 insertion Effects 0.000 claims description 6
- 238000003780 insertion Methods 0.000 claims description 6
- 238000010276 construction Methods 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims 3
- 239000000853 adhesive Substances 0.000 description 7
- 230000002787 reinforcement Effects 0.000 description 4
- 230000001070 adhesive effect Effects 0.000 description 2
- 239000004568 cement Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Fencing (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
この考案は建築用ブロツクの連結構造に関す
る。[Detailed description of the invention] (Industrial field of application) This invention relates to a connecting structure for building blocks.
(従来の技術)
従来この種の連結構造として、以下の如きのも
のは知られている。即ち、相互に突き合わせ連結
される建築用ブロツクの間にモルタル(この明細
書において、モルタルとはセメントを主成分とす
る接着剤をいう。)を介在させ、このモルタルの
硬化時の自己接着力によつて、両者を連結・固定
するようにしたものは知られている。(Prior Art) Conventionally, the following types of connection structures are known as this type of connection structure. That is, mortar (in this specification, mortar refers to an adhesive whose main component is cement) is interposed between building blocks that are butt-connected to each other, and the self-adhesive force of this mortar when it hardens is increased. Therefore, devices in which the two are connected and fixed are known.
(従来技術の欠点)
前記従来建築用ブロツクの連結構造には以下の
如き欠点があつた。即ち、建築用ブロツクの間に
介在されたモルタルの硬化時の自己接着力によつ
てのみ接合されるものであつたため、モルタルが
両建築用ブロツクの接合面に十分に密接していな
い場合等には、時間の経過に伴うモルタルの接着
力の低下により、両者が外れてしまうという欠点
があつた。(Disadvantages of the Prior Art) The conventional construction block connection structure has the following disadvantages. In other words, since the bonding was achieved only by the self-adhesive force of the mortar interposed between the two building blocks when it hardened, there were cases where the mortar was not in close enough contact with the joining surfaces of both building blocks. However, the problem was that the adhesive strength of the mortar deteriorated over time, causing the two to come apart.
(考案の目的)
この考案は、モルタルの硬化時の自己接着力の
みならず、両建築用ブロツクをモルタルを介して
機械的にも連結するようにして、上記欠点を解消
した建築用ブロツクの連結構造を提供することを
目的とするものである。(Purpose of the invention) This invention solves the above-mentioned drawbacks by connecting not only the self-adhesive force of the mortar when it hardens, but also mechanically connecting both building blocks through the mortar. The purpose is to provide structure.
(実施例)
以下にこの考案を図面に示す実施例に基づいて
説明する。(Example) This invention will be described below based on an example shown in the drawings.
多数の普通のコンクリート製の建築用ブロツク
1を積み重ねることによつて塀が形成されてい
る。最上位の建築用ブロツク1の上部には、上方
及び左右に開放した横筋挿通用溝2が形成されて
いる。前記最上位の建築用ブロツク1の上にコン
クリート製の笠木3が載置され、この笠木3に
は、横筋挿通用溝2に向かつて開放したあり溝4
(この明細書において、あり溝とは、奥部におい
て幅広となされた溝をいう)が一体形成されてお
り、この笠木3と最上位の建築用ブロツク1と
は、両者の間に介在されたモルタル5及び、あり
溝4及び横筋挿通用溝2に充填されたモルタル5
を硬化させえることによつて連結・固定されてい
る。即ち、モルタル5の硬化時の自己接着力と、
モルタル5の硬化に伴つてある溝4内のモルタル
5と笠木3とが噛み合い連結することとによつ
て、連結・固定されている。 A fence is formed by stacking a large number of ordinary concrete building blocks 1. In the upper part of the uppermost building block 1, there is formed a transverse reinforcement insertion groove 2 that is open upward and to the left and right. A concrete cap 3 is placed on top of the uppermost building block 1, and the cap 3 has a dovetail groove 4 that is open toward the transverse reinforcement groove 2.
(In this specification, a dovetail groove refers to a groove that is wide at the back) is integrally formed, and this cap 3 and the uppermost architectural block 1 are interposed between them. Mortar 5 and mortar 5 filled in the dovetail groove 4 and the horizontal reinforcement insertion groove 2
They are connected and fixed by hardening. That is, the self-adhesive force of the mortar 5 when it hardens;
As the mortar 5 hardens, the mortar 5 in the groove 4 and the cap 3 engage and connect, thereby being connected and fixed.
なお、あり溝4の形成される建築用ブロツクは
笠木に限定されるものではない。 Incidentally, the architectural block on which the dovetail groove 4 is formed is not limited to Kasagi.
(考案の効果)
以上の次第でこの考案によれば、モルタルの硬
化時の自己接着力のみならず、モルタルの硬化に
伴つてあり溝内のモルタルと建築用ブロツクとが
噛み合い連結することによつても、両建築用ブロ
ツクが連結・固定されるものであるから、両者を
従来に比較して強固に連結・固定することが出来
る。(Effects of the invention) As described above, according to this invention, not only is the self-adhesive force generated when the mortar hardens, but also the mortar in the dovetail groove and the building block engage and connect as the mortar hardens. However, since both building blocks are connected and fixed, they can be connected and fixed more firmly than in the past.
図面はこの考案の実施例を示すものであつて、
第1図は要部の一部砕破正面図、第2図は第1図
−線断面図である。
1……建築用ブロツク、2……横筋挿通用溝、
3……笠木、4……あり溝、5……モルタル。
The drawings show an embodiment of this invention,
FIG. 1 is a partially fragmented front view of the main part, and FIG. 2 is a sectional view taken along the line shown in FIG. 1. 1... Architectural block, 2... Groove for horizontal reinforcement insertion,
3... Kasagi, 4... Dovetail, 5... Mortar.
Claims (1)
一方に、他方の建築用ブロツクに向つて開放した
鉄筋挿通用溝が形成され、同他方に鉄筋挿通用溝
に向かつて開放したあり溝が形成され、このあり
溝及び鉄筋挿通用溝内に充填されたモルタルの硬
化によつて、両建築用ブロツクが連結されている
建築用ブロツクの連結構造。 A reinforcing bar insertion groove that is open toward the other building block is formed on one side of the building blocks that are butt-connected to each other, and a dovetail groove that is open toward the reinforcing bar insertion groove is formed on the other side. A construction block connection structure in which both construction blocks are connected by hardening of the mortar filled in the dovetail groove and reinforcing bar insertion groove.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1987179056U JPH0435444Y2 (en) | 1987-11-25 | 1987-11-25 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1987179056U JPH0435444Y2 (en) | 1987-11-25 | 1987-11-25 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0183814U JPH0183814U (en) | 1989-06-05 |
JPH0435444Y2 true JPH0435444Y2 (en) | 1992-08-21 |
Family
ID=31470642
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1987179056U Expired JPH0435444Y2 (en) | 1987-11-25 | 1987-11-25 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0435444Y2 (en) |
-
1987
- 1987-11-25 JP JP1987179056U patent/JPH0435444Y2/ja not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPH0183814U (en) | 1989-06-05 |
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