JPH0320353Y2 - - Google Patents
Info
- Publication number
- JPH0320353Y2 JPH0320353Y2 JP432684U JP432684U JPH0320353Y2 JP H0320353 Y2 JPH0320353 Y2 JP H0320353Y2 JP 432684 U JP432684 U JP 432684U JP 432684 U JP432684 U JP 432684U JP H0320353 Y2 JPH0320353 Y2 JP H0320353Y2
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- wire mesh
- footing foundation
- independent
- wire
- 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
- 239000004567 concrete Substances 0.000 claims description 16
- 239000011150 reinforced concrete Substances 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 239000002699 waste material Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
Landscapes
- Foundations (AREA)
- Rod-Shaped Construction Members (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
この考案は、鉄筋コンクリートの独立フーチン
グ基礎に関する。[Detailed description of the invention] [Industrial application field] This invention relates to a reinforced concrete independent footing foundation.
従来の鉄筋コンクリートの独立フーチング基礎
は、フーチング部分が四角形状のものがほとんど
であつた。しかし、この種の独立フーチング基礎
だと形状上、鉄筋およびコンクリートの無駄が多
いだけでなく、フーチング部分のコーナ部におい
てはコンクリートを緻密に充填できない場合があ
つた。
Most conventional reinforced concrete independent footing foundations have square footings. However, this type of independent footing foundation not only wastes a lot of reinforcing steel and concrete due to its shape, but also sometimes cannot be filled with concrete densely at the corners of the footing.
この考案は、前記従来の問題点を解消するため
に提案されたもので、鉄筋およびコンクリートの
節約が図れるとともにコンクリートを隅々まで緻
密に充填することができ、しかも施工がきわめて
簡単な鉄筋コンクリートの独立フーチング基礎を
提供することを目的とする。
This idea was proposed in order to solve the above-mentioned conventional problems, and it is possible to save on reinforcing bars and concrete, and also to be able to fill every nook and cranny with concrete.In addition, it is an independent reinforced concrete structure that is extremely easy to construct. The purpose is to provide a footing foundation.
この考案は、捨てコンクリートの上に金網類を
略円筒形に設置し、当該金網類の中に鉄筋を配筋
しかつコンクリートを打設することによつて鉄筋
コンクリートのフーチング基礎を構成することに
より前記目的を達成するものである。
This idea consists of constructing a reinforced concrete footing foundation by installing wire mesh in a substantially cylindrical shape on top of the concrete, arranging reinforcing bars in the wire mesh, and pouring concrete. It accomplishes its purpose.
以下、この考案を図示する一実施例によつて説
明すると、鉄筋コンクリートのフーチング基礎１
の金網類２は捨てコンクリート３の上に略円筒形
に設置され、当該金網類２の側面部に地中梁４の
左右金網類５，５の端部が連結されている。その
結果、金網類２からなる鉄筋コンクリートのフー
チング基礎１の中空部６と左右金網類５，５から
なる地中梁４の中空部７とは連続している。
Hereinafter, this invention will be explained using an example illustrating a reinforced concrete footing foundation 1.
The wire mesh 2 is installed in a substantially cylindrical shape on top of the concrete 3, and the ends of the left and right wire meshes 5, 5 of the underground beam 4 are connected to the side surfaces of the wire mesh 2. As a result, the hollow part 6 of the reinforced concrete footing foundation 1 made of the wire mesh 2 is continuous with the hollow part 7 of the underground beam 4 made of the left and right wire meshes 5, 5.
金網類２および金網類５はワイヤラスやメタル
ラス等の剛性の高いラス金網より形成され、当該
金網類２および５には必要に応じて複数本の補強
リブ８が上下複数段に形成されている。補強リブ
８は金網類２および５の内側に凹む断面略Ｌ字状
に形成され、かつ金網類２および５の水平方向に
連続して形成されている。 The wire mesh 2 and the wire mesh 5 are made of highly rigid lath wire mesh such as wire lath or metal lath, and a plurality of reinforcing ribs 8 are formed in upper and lower stages in the wire meshes 2 and 5 as necessary. The reinforcing rib 8 is formed to have a substantially L-shaped cross section recessed inside the wire meshes 2 and 5, and is formed continuously in the horizontal direction of the wire meshes 2 and 5.
独立フーチング基礎１の中空部６および地中梁
４の中空部７には複数本の鉄筋９が肺筋され、か
つ地中梁４の鉄筋９の端部は独立フーチング基礎
１の中空部６内に定着されている。 A plurality of reinforcing bars 9 are reinforced in the hollow part 6 of the independent footing foundation 1 and the hollow part 7 of the underground beam 4, and the ends of the reinforcing bars 9 of the underground beam 4 are inserted into the hollow part 6 of the independent footing foundation 1. has been established.
また、独立フーチング基礎１の中空部６および
地中梁４の中空部７にはコンクリート（図示せ
ず）が充填され、独立フーチング基礎１および地
中梁４の金網類２，５と鉄筋９とコンクリートと
が一体化され、かつ独立フーチング基礎１と地中
梁４とが一体化されている。 In addition, the hollow part 6 of the independent footing foundation 1 and the hollow part 7 of the underground beam 4 are filled with concrete (not shown), and the wire meshes 2, 5 and reinforcing bars 9 of the independent footing foundation 1 and the underground beam 4 are filled with concrete. The concrete is integrated, and the independent footing foundation 1 and the underground beam 4 are integrated.
図中、符号１０および１１は金網類２および５
を支持するための端太材であつて軽量形綱や綱管
パイプが使用されている。 In the figure, symbols 10 and 11 are wire meshes 2 and 5.
Lightweight ropes and rope pipes are used as thick timbers to support the structure.
なお、施工に際し、地中梁４を設けない場合に
は、独立フーチング基礎１の金網類２を加工場に
おいて、予め必要径大の略円筒形に形成しておけ
ば、現場における金網類２の設置作業が更に簡単
にできる。 In addition, if the underground beam 4 is not installed during construction, if the wire mesh 2 of the independent footing foundation 1 is formed in advance into a substantially cylindrical shape with the required large diameter at the processing factory, the wire mesh 2 can be formed at the site. Installation work becomes even easier.
この考案は以上の構成からなり、この考案の鉄
筋コンクリートの独立フーチング基礎は円形型に
構成してあるので、四角形型の独立フーチング基
礎のような出隅部分がなく、この部分の鉄筋およ
びコンクリートを大幅に節約することができるだ
けでなく独立フーチング基礎の全域にわたつてコ
ンクリートを均一にかつ緻密に充填することがで
きる。（経験上、従来基礎の20％のコンクリート
の節約が可能である。）
また、金網類を使用しているので、金網類をき
わめて簡単に円筒形に設置することができ、施工
もきわめて簡単にできる。
This design consists of the above-mentioned configuration, and since the reinforced concrete independent footing foundation of this design is configured in a circular shape, there is no protruding corner part like in a rectangular independent footing foundation, and the reinforcement and concrete in this part is significantly reduced. In addition to saving money, it is also possible to fill the entire area of the independent footing foundation with concrete evenly and densely. (According to our experience, it is possible to save 20% of concrete compared to conventional foundations.) Also, since wire mesh is used, the wire mesh can be installed in a cylindrical shape very easily, making construction extremely easy. can.
第１図はこの考案の施工状態を示す斜視図、第
２図は略円筒形に形成された金網類の斜視図であ
る。
１……フーチング基礎、２……金網類、３……
捨てコンクリート、４……地中梁、５……金網
類、６，７……中空部、８……補強リブ、９……
鉄筋、１０，１１……端太材。
FIG. 1 is a perspective view showing the construction state of this invention, and FIG. 2 is a perspective view of a wire mesh formed into a substantially cylindrical shape. 1... Footing foundation, 2... Wire mesh, 3...
Discarded concrete, 4... Underground beam, 5... Wire mesh, 6, 7... Hollow part, 8... Reinforcement rib, 9...
Reinforcing bars, 10, 11...thick timbers.
Claims (1)
置し、当該金網類の中に鉄筋を配筋し、かつコン
クリートを充填してなることを特徴とする鉄筋コ
ンクリートの独立フーチング基礎。 An independent footing foundation made of reinforced concrete, characterized in that a wire mesh is installed in a substantially cylindrical shape on top of waste concrete, reinforcing bars are arranged inside the wire mesh, and the reinforced concrete is filled with concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP432684U JPS60120043U (en) | 1984-01-17 | 1984-01-17 | Reinforced concrete independent footing foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP432684U JPS60120043U (en) | 1984-01-17 | 1984-01-17 | Reinforced concrete independent footing foundation |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60120043U JPS60120043U (en) | 1985-08-13 |
| JPH0320353Y2 true JPH0320353Y2 (en) | 1991-05-01 |
Family
ID=30479786
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP432684U Granted JPS60120043U (en) | 1984-01-17 | 1984-01-17 | Reinforced concrete independent footing foundation |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60120043U (en) |
-
1984
- 1984-01-17 JP JP432684U patent/JPS60120043U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS60120043U (en) | 1985-08-13 |
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