JPS6339740B2 - - Google Patents
Info
- Publication number
- JPS6339740B2 JPS6339740B2 JP57188166A JP18816682A JPS6339740B2 JP S6339740 B2 JPS6339740 B2 JP S6339740B2 JP 57188166 A JP57188166 A JP 57188166A JP 18816682 A JP18816682 A JP 18816682A JP S6339740 B2 JPS6339740 B2 JP S6339740B2
- Authority
- JP
- Japan
- Prior art keywords
- joints
- mortar
- joint
- poorly mixed
- concrete block
- 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 20
- 239000004567 concrete Substances 0.000 claims description 8
- 239000004568 cement Substances 0.000 claims description 4
- 230000001939 inductive effect Effects 0.000 claims description 4
- 239000004576 sand Substances 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 239000000853 adhesive Substances 0.000 description 4
- 230000001070 adhesive effect Effects 0.000 description 4
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000001125 extrusion Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 239000012141 concentrate Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
Landscapes
- Building Environments (AREA)
Description
【発明の詳細な説明】
本発明はモルタル仕上げする内壁等に利用でき
るコンクリートブロツク構造に関するものであ
る。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a concrete block structure that can be used for interior walls to be finished with mortar.
従来の補強コンクリートブロツク構造では、型
枠が省略でき、重量の小さい単位で比較的容易に
組積できるという長所があるが、左官下地として
のコンクリートブロツク構造では組積したブロツ
クに塗布した仕上げモルタル全面にひび割れが入
りやすく、したがつてモルタル仕上げする内壁等
にこのコンクリートブロツク構造を適用すること
は好ましくないという短所があり、その改善が期
待されていた。 Conventional reinforced concrete block structures have the advantage of omitting formwork and can be relatively easily assembled in small units; however, in concrete block structures used as a base for plastering, finishing mortar applied to the entire surface of the masonry blocks is used. This concrete block structure has the disadvantage that it is prone to cracking, making it undesirable to apply it to interior walls to be finished with mortar, and there has been hope for an improvement in this problem.
本発明の目的は、ひび割れを部分的に集中させ
るようにすることにより、モルタル仕上げをする
内壁等にも適用できるようにすることにあり、本
発明の特徴はコンクリートブロツクの目地中に、
貧調合モルタル目地が適宜間隔を置いて配設した
ことである。 The purpose of the present invention is to partially concentrate cracks so that it can be applied to internal walls that are finished with mortar.
This is because the poorly mixed mortar joints were placed at appropriate intervals.
以下本発明の実施例を図面を参照して説明す
る。例えば内壁1はコンクリートブロツク2…を
積上げて形成したブロツク壁体であつて、また目
地材料には接着剤を混入して各ブロツクの接着力
を増大させてある。そして目地3…には接着剤を
混入しない貧調合モルタル目地3a…が含まれて
いる。貧調合モルタル3aは、セメントと砂と水
とからなり、セメントと砂の配合比は、容積比で
セメントが1に対して、砂が3以上であり、この
目地3aは目地3中に適宜間隔例えば3m内外の
間隔Dを置いて配設して、部分的にブロツクの接
着力を弱めてひび割れを集中させている。 Embodiments of the present invention will be described below with reference to the drawings. For example, the inner wall 1 is a block wall formed by stacking concrete blocks 2, and adhesive is mixed into the joint material to increase the adhesive strength of each block. The joints 3 include poorly mixed mortar joints 3a in which no adhesive is mixed. The poorly mixed mortar 3a is composed of cement, sand, and water, and the mixing ratio of cement and sand is 1 part cement to 3 or more parts sand, and the joints 3a are arranged at appropriate intervals in the joints 3. For example, they are placed at a distance D of about 3 meters, weakening the adhesive strength of the blocks partially and concentrating the cracks.
内壁1の内面に仕上げモルタル4が塗布してあ
り、このモルタルには貧調合モルタル目地3aに
沿つてかつこの目地と対向位置関係に、ひび割れ
誘発目地5…が設けてある。ひび割れ誘発目地の
構造は、第2図示の例では目地棒6を背面の取付
け板7によつて内壁1のコンクリートブロツク2
の内面に取り付け、目地棒の両側面に側面板8,
8を配設し、両側面板の前端部に一体的に設けた
山形状に屈成した目地板9が目地棒6の前面を全
長に亘つて覆つている。側面板8,8の外面には
定着用の脚部8a,8aと凹凸面8b,8bがそ
れぞれ設けてあり、このためモルタル4が乾燥し
て収縮した時、同時に側面板も側方に移動して目
地棒6の側面から離れうるようにしてある。この
時、目地板9も変形して扁平可能である。なお、
側面板8,8および目地板9は例えば硬質塩化ビ
ニール樹脂で押出成形により形成されている。目
地5の構造は、必ずしも図示のものに限られず、
例えば硬質塩化ビニール樹脂を押出成形によつて
断面溝形状の目地棒で構成するもの等種々のもの
が選択される。 Finishing mortar 4 is applied to the inner surface of the inner wall 1, and crack-inducing joints 5 are provided in this mortar along poorly mixed mortar joints 3a and in opposing positions to these joints. In the example shown in the second figure, the structure of the crack-inducing joint is such that the joint rod 6 is attached to the concrete block 2 of the inner wall 1 by means of a mounting plate 7 on the back side.
Attach it to the inner surface of the joint bar, and attach side plates 8 to both sides of the joint bar.
A joint plate 9 bent into a mountain shape and integrally provided at the front end portions of both side plates covers the front surface of the joint bar 6 over its entire length. The outer surfaces of the side plates 8, 8 are provided with fixing legs 8a, 8a and uneven surfaces 8b, 8b, respectively, so that when the mortar 4 dries and contracts, the side plates also move laterally at the same time. It is designed so that it can be moved away from the side of the joint bar 6. At this time, the joint plate 9 can also be deformed and flattened. In addition,
The side plates 8, 8 and the joint plate 9 are formed of, for example, hard vinyl chloride resin by extrusion molding. The structure of the joint 5 is not necessarily limited to that shown in the diagram.
For example, various types of joints can be selected, such as a joint bar having a groove-shaped cross section formed by extrusion molding of hard vinyl chloride resin.
以上説明したように本発明によれば、適宜間隔
を置いて配設した貧調合モルタル目地の存在によ
り、部分的にブロツクの接着を弱めてその部分に
ひび割れを集中させ、仕上げモルタル等に全面に
亘つてクラツクが発生するのを防止でき、したが
つて内壁等に利用でき、また施工時における型枠
省略により施工コストを大幅に下げることができ
る。 As explained above, according to the present invention, due to the existence of poorly mixed mortar joints arranged at appropriate intervals, the adhesion of blocks is partially weakened and cracks are concentrated in those areas, and the finished mortar etc. It is possible to prevent cracks from occurring over time, so it can be used for interior walls, etc., and construction costs can be significantly reduced by omitting formwork during construction.
第1図は本発明の一実施例を示す断面図、第2
図は部分拡大断面図である。
1……内壁、2……コンクリートブロツク、3
……目地、3a……貧調合モルタル目地、4……
モルタル、5……ひび割れ誘発目地、D……貧調
合モルタル目地の間隔。
FIG. 1 is a cross-sectional view showing one embodiment of the present invention, and FIG.
The figure is a partially enlarged sectional view. 1...Inner wall, 2...Concrete block, 3
...Joint, 3a...Poor mix mortar joint, 4...
Mortar, 5... Crack-inducing joint, D... Spacing between poorly mixed mortar joints.
Claims (1)
ブロツクの目地中に、セメントと砂と水とからな
る貧調合モルタル目地が適宜間隔を置いて配設し
てあり、上記仕上げモルタルに上記貧調合モルタ
ル目地と対向位置関係にひび割れ誘発目地が設け
てあることを特徴とするコンクリートブロツク構
造。1 Poorly mixed mortar joints made of cement, sand, and water are placed at appropriate intervals in the joints of concrete blocks coated with finishing mortar, and the finishing mortar is placed opposite to the poorly mixed mortar joints. A concrete block structure characterized by having crack-inducing joints provided in positional relationships.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP57188166A JPS5980845A (en) | 1982-10-28 | 1982-10-28 | concrete block structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP57188166A JPS5980845A (en) | 1982-10-28 | 1982-10-28 | concrete block structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5980845A JPS5980845A (en) | 1984-05-10 |
| JPS6339740B2 true JPS6339740B2 (en) | 1988-08-08 |
Family
ID=16218902
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP57188166A Granted JPS5980845A (en) | 1982-10-28 | 1982-10-28 | concrete block structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5980845A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2558831Y2 (en) * | 1990-12-19 | 1998-01-14 | スズキ株式会社 | Reservoir tank mounting device for cushion unit of saddle type vehicle |
-
1982
- 1982-10-28 JP JP57188166A patent/JPS5980845A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5980845A (en) | 1984-05-10 |
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