JPH0324676Y2 - - Google Patents
Info
- Publication number
- JPH0324676Y2 JPH0324676Y2 JP6893784U JP6893784U JPH0324676Y2 JP H0324676 Y2 JPH0324676 Y2 JP H0324676Y2 JP 6893784 U JP6893784 U JP 6893784U JP 6893784 U JP6893784 U JP 6893784U JP H0324676 Y2 JPH0324676 Y2 JP H0324676Y2
- Authority
- JP
- Japan
- Prior art keywords
- mortar
- wire mesh
- concrete
- reinforcing
- plate
- 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 25
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 239000012528 membrane Substances 0.000 claims description 2
- 230000002093 peripheral effect Effects 0.000 description 8
- 238000010276 construction Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000004568 cement Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Foundations (AREA)
- Rod-Shaped Construction Members (AREA)
Description
【考案の詳細な説明】
<技術分野>
本考案は、フエンス用支柱等を立てるためのコ
ンクリート製基礎に関するものである。[Detailed Description of the Invention] <Technical Field> The present invention relates to a concrete foundation for erecting fence supports, etc.
<従来技術>
従来のコンクリート製基礎は、所定の土中に木
板で外周枠を構築し、その内側に混練コンクリー
トを充てんし、これが凝固後に外周枠を取外して
形成していた。しかし、この方法では、外周枠の
取外しが面倒で、しかもコンクリート製基礎の外
周面が弱いという欠点がある。<Prior art> Conventional concrete foundations were formed by constructing a peripheral frame using wooden boards in a predetermined soil, filling the inside with mixed concrete, and removing the peripheral frame after this solidified. However, this method has disadvantages in that it is troublesome to remove the outer peripheral frame and the outer peripheral surface of the concrete foundation is weak.
このため、近ごろでは、第4図の様に、エキス
パンドメタル等の金網3で外周金網を構築し、そ
の内側に、通常のものより水分が少なくて粘性大
なる混練コンクリート1Aを充てんしてコンクリ
ート製基礎を形成する方法も採用されているが、
この方法では、混練コンクリートに特殊なものを
用いなければならない欠点と、コンクリートの粘
性が大でも金網3の網目3aからモルタル分が突
出して突起1Bが金網3の外側に生じるので、地
面Dから上側のコンクリート製基礎の外表面1C
においては、突起1Bをハンマーでたたき落して
から、モルタルで表面仕上げを行わねばならない
欠点とがある。 For this reason, recently, as shown in Figure 4, a wire mesh 3 made of expanded metal or the like is used to construct an outer wire mesh, and the inside of the wire mesh is filled with mixed concrete 1A, which has less moisture and higher viscosity than ordinary concrete. Although the method of forming the foundation is also adopted,
This method has the disadvantage that special mixed concrete must be used, and even if the concrete has a high viscosity, the mortar protrudes from the mesh 3a of the wire mesh 3 and protrusions 1B are formed on the outside of the wire mesh 3. External surface 1C of concrete foundation
The disadvantage of this method is that the protrusion 1B must be knocked off with a hammer and then the surface must be finished with mortar.
<目的>
そこで、本考案は、混練コンクリートは通常の
ものを用いることができかつモルタル突起が生じ
ず施工方法も簡単容易にできるコンクリート製基
礎の提供を目的としている。<Purpose> Therefore, the purpose of the present invention is to provide a concrete foundation in which ordinary mixed concrete can be used, mortar protrusions do not occur, and the construction method is simple and easy.
<実施例>
以下、本考案の一実施例を第1図に基づいて説
明すると、これは、コンクリート製基礎本体1の
ほぼ全外周に、鉄筋モルタル板2が混練コンクリ
ート凝固時密着力により固着され、該鉄筋モルタ
ル板2は、鉄筋用金網3と、該金網3の両側にそ
の網目3aを塞ぐように形成されたモルタル膜4
とから構成されたものである。<Example> Hereinafter, an example of the present invention will be described based on FIG. 1. In this, a reinforced mortar plate 2 is fixed to almost the entire outer periphery of a concrete foundation body 1 by adhesion force when mixed concrete solidifies. , the reinforcing bar mortar plate 2 includes a wire mesh 3 for reinforcing bars, and mortar films 4 formed on both sides of the wire mesh 3 so as to close the meshes 3a.
It is composed of.
なお、上記において、モルタルは体積比におい
て、例えば、セメント:20、砂:20、水:11であ
り、鉄製金網3の網目3aの形状は、例えば一辺
3mmの菱形である。モルタル膜4の厚さTは、例
えば2mmであり、鉄筋モルタル板2は、基礎本体
1用コンクリート充てんの約24時間前に金網3に
モルタル膜4を形成したものである。5は基礎本
体1の中央部のフエンス支柱6用円筒であり、こ
れも、金網3とモルタル膜4から形成されてい
る。 In the above, the volume ratio of the mortar is, for example, cement: 20, sand: 20, water: 11, and the shape of the mesh 3a of the iron wire mesh 3 is, for example, a rhombus with a side of 3 mm. The thickness T of the mortar film 4 is, for example, 2 mm, and the reinforcing mortar plate 2 is obtained by forming the mortar film 4 on the wire mesh 3 about 24 hours before filling with concrete for the foundation body 1. Reference numeral 5 designates a cylinder for a fence support 6 in the center of the basic body 1, and this is also formed from a wire mesh 3 and a mortar film 4.
次にコンクリート製基礎の施工方法を説明する
と、まず、第2図の様に、所定の場所に鉄筋モル
タル板2により外周板Eを構築する。そして、こ
の鉄筋モルタル板2は工場または施工現場におい
て、予めモルタル槽に金網3を浸せきして取出し
後に凝固させることにより形成したもので、その
内表面には凹凸があつてもよい。 Next, the method for constructing a concrete foundation will be explained. First, as shown in FIG. 2, an outer circumferential plate E is constructed using reinforced mortar plates 2 at a predetermined location. The reinforcing mortar plate 2 is formed in a factory or construction site by immersing the wire mesh 3 in a mortar tank in advance and solidifying it after taking it out, and the inner surface thereof may have irregularities.
なおこの外周板は、第3図の様に、施工現場に
おいて、まず金網3により金網枠Fを組立ててか
ら、これに、モルタルを塗布し、その後、一日放
置して凝固させることにより形成してもよい。そ
して、外周板E内へ混練コンクリートを注入し、
これを凝固させる。なお、鉄筋モルタル板2の外
表面は必要に応じて仕上げ処理を行う。 As shown in Figure 3, this outer peripheral plate is formed by first assembling a wire mesh frame F using wire mesh 3 at the construction site, applying mortar to this, and then leaving it for a day to solidify. You can. Then, mix concrete is poured into the outer peripheral plate E,
Let this solidify. Note that the outer surface of the reinforcing mortar plate 2 is subjected to finishing treatment as necessary.
<効果>
以上の説明から明らかな通り、本考案は、コン
クリート製基礎本体のほぼ全外周に、鉄筋モルタ
ル板が混練コンクリート凝固時密着力により固着
され、該鉄筋モルタル板は、鉄筋用金網と、該金
網の両側にその網目を塞ぐように形成されたモル
タル膜とから構成されたものである。<Effect> As is clear from the above explanation, in the present invention, a reinforcing mortar plate is fixed to almost the entire outer periphery of the concrete foundation body by the adhesion force when the mixed concrete solidifies, and the reinforcing mortar plate is attached to a wire mesh for reinforcing bars, It is composed of mortar films formed on both sides of the wire mesh so as to close the wire mesh.
したがつて、本考案によると、混練コンクリー
トは通常のものを用いることができかつ従来の様
なモルタル突起が生じず施工方法も簡単容易にで
きるという優れた効果がある。 Therefore, according to the present invention, there is an excellent effect that ordinary mixed concrete can be used and the construction method is simple and easy without causing mortar protrusions as in the conventional method.
第1図は本考案コンクリート製基礎の実施例の
断面図、第2図はその施工方法説明用の外周板の
斜視図、第3図は別の施工方法の外周金網枠の斜
視図、第4図は従来のコンクリート製基礎の断面
図である。
1:コンクリート製基礎本体、2:鉄筋モルタ
ル板、3:鉄筋用金網、3a:網目、4:モルタ
ル膜。
Figure 1 is a sectional view of an embodiment of the concrete foundation of the present invention, Figure 2 is a perspective view of the outer peripheral plate for explaining the construction method, Figure 3 is a perspective view of the outer wire mesh frame of another construction method, and Figure 4 is a perspective view of the outer peripheral plate for explaining the construction method. The figure is a cross-sectional view of a conventional concrete foundation. 1: Concrete foundation body, 2: Reinforced mortar plate, 3: Wire mesh for reinforcing bars, 3a: Mesh, 4: Mortar membrane.
Claims (1)
モルタル板が混練コンクリート凝固時密着力によ
り固着され、該鉄筋モルタル板は、鉄筋用金網
と、該金網の両側にその網目を塞ぐように形成さ
れたモルタル膜とから構成されたことを特徴とす
るコンクリート製基礎。 A reinforcing mortar plate is fixed to almost the entire outer periphery of the concrete foundation body by adhesion force when the mixed concrete solidifies, and the reinforcing mortar plate is made up of a wire mesh for reinforcing bars and mortar formed on both sides of the wire mesh so as to close the mesh. A concrete foundation characterized by being composed of a membrane.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6893784U JPS60181445U (en) | 1984-05-10 | 1984-05-10 | concrete foundation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6893784U JPS60181445U (en) | 1984-05-10 | 1984-05-10 | concrete foundation |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS60181445U JPS60181445U (en) | 1985-12-02 |
JPH0324676Y2 true JPH0324676Y2 (en) | 1991-05-29 |
Family
ID=30604140
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6893784U Granted JPS60181445U (en) | 1984-05-10 | 1984-05-10 | concrete foundation |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60181445U (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5965204B2 (en) * | 2012-05-02 | 2016-08-03 | ミサワホーム株式会社 | Foundation reinforcement structure |
-
1984
- 1984-05-10 JP JP6893784U patent/JPS60181445U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS60181445U (en) | 1985-12-02 |
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