JPS5991233A - Construction work of reinforced concrete foundation for building - Google Patents
Construction work of reinforced concrete foundation for buildingInfo
- Publication number
- JPS5991233A JPS5991233A JP20078382A JP20078382A JPS5991233A JP S5991233 A JPS5991233 A JP S5991233A JP 20078382 A JP20078382 A JP 20078382A JP 20078382 A JP20078382 A JP 20078382A JP S5991233 A JPS5991233 A JP S5991233A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- cylindrical body
- foundation
- iron
- covered
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D9/00—Removing sheet piles bulkheads, piles, mould-pipes or other moulds or parts thereof
- E02D9/005—Removing sheet piles bulkheads, piles, mould-pipes or other moulds or parts thereof removing the top of placed piles of sheet piles
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Piles And Underground Anchors (AREA)
- Foundations (AREA)
Abstract
Description
【発明の詳細な説明】
この発明は、建造物の鉄筋コンクリート基礎の構築工法
に関し、基礎上部の構築の脈の、基礎下部の鉄筋露出を
容易に行なえるようにしたもあである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a construction method for a reinforced concrete foundation for a building, and is a method for easily exposing reinforcing bars at the bottom of the foundation while constructing the upper part of the foundation.
従来より、各種建造物の鉄筋コンクリート基礎を構築す
る施工にあっては、地中に埋設したコンクリートパイル
の、上端の鉄筋部分が工期の開係で放歌されると、錆発
生や、異物等の衝突による鉄筋の曲がりを生じていた◎
そのためその鉄筋部分を防錆処理した後一旦コンクリー
トで覆い、基礎上部の構築時に、上記鉄筋部分のコンク
リートを破壊除去させて再び鉄筋を露出させ、基礎上部
である建造物の鉄骨等を、鉄筋部分へ溶接等にて接続す
ることが行なわれている。Traditionally, in the construction of reinforced concrete foundations for various buildings, if the reinforcing bars at the top of the concrete piles buried underground are left open during the construction period, they may rust or collide with foreign objects. The reinforcing bars were bent due to ◎
For this reason, the reinforcing bars are treated with anti-corrosion treatment and then covered with concrete. When constructing the upper part of the foundation, the concrete in the reinforcing bars is destroyed and removed to expose the reinforcing bars again. The connection is made by welding or the like.
ところが、鉄筋を再度請出させる際に、鉄筋に付着した
コンクリートの剥離が困難であって、作業能率が悪いと
共に、コンクリートで覆った状態を長期間維持すると、
鉄筋部分の防錆効果が劣化し、錆を生じるという問題が
あった。However, when subcontracting the reinforcing bars again, it is difficult to remove the concrete attached to the reinforcing bars, resulting in poor work efficiency and if the concrete remains covered for a long period of time.
There was a problem in that the rust prevention effect of the reinforcing bars deteriorated, causing rust.
そこでこの発明においては、上記従来の問題点 ″を
解消できる鉄筋コンクリート基礎の構築工法を提供する
もので、その方法としては、コンクリートパイルの上方
の鉄筋部分へ、発泡体にて形成された筒状体を押入し、
上記鉄筋部分を包被した後、その包被部分の周辺にコン
クリートを流し込んで円囲i覆い、基礎上部の構築時に
上記包被部間辺の固化したコンクリートを取シ除いてく
と共に上記筒状体を取り除いて鉄筋を露出させることを
特徴とする。Therefore, the present invention provides a method for constructing a reinforced concrete foundation that can solve the above-mentioned conventional problems. into the closet,
After covering the reinforcing bar part, concrete is poured around the covered part to cover it in a circle, and when the upper part of the foundation is constructed, the hardened concrete between the covered parts is removed and the cylindrical body is It is characterized by removing the reinforcing steel to expose the reinforcing steel.
次いでこの発明の実施態様について図を参照しながら説
明すると、まず、地中(4)に埋設されたコンクリート
パイル(りの上端部の、突出した鉄筋(111に対し、
接続用の鉄筋α2を溶接等にて接続する(第1図参照)
。次いで上記接続された鉄筋■部分へ、合既樹脂の発泡
体好ましくは発泡ポリスチレン、発泡ポリエチレンから
なる筒状体(2)を押入して鉄筋azを包被する(第2
図参照)。Next, an embodiment of the present invention will be described with reference to the drawings. First, the protruding reinforcing bars (111) at the upper end of the concrete pile (4) buried underground (4) will be explained below.
Connect reinforcing bar α2 for connection by welding, etc. (see Figure 1)
. Next, a cylindrical body (2) made of a foamed resin, preferably foamed polystyrene or foamed polyethylene, is pushed into the connected reinforcing bar (2) to cover the reinforcing bar az (second
(see figure).
上記筒状体(2)IIi内部に鉄筋azと略同程度かそ
れより僅かに細い押通孔(211が形成されており、挿
入後鉄筋aりを密着性良く包被できるようになつている
。A push-through hole (211) is formed inside the cylindrical body (2) IIi, which is approximately the same size as the reinforcing bar az or slightly thinner than the reinforcing bar a, so that the reinforcing bar a can be covered with good adhesion after insertion. .
そして、筒状体(2)の外周に沿ってコンクリート型枠
(8)を設け、その型枠(8)内へコンクリート0を流
し込み、コンクリート0を固化して、鉄筋(121部分
全体がコンクリート(Qで覆われたコンクリート基礎の
)を構築する(第4図参照)。Then, a concrete formwork (8) is provided along the outer periphery of the cylindrical body (2), concrete 0 is poured into the formwork (8), and the concrete 0 is solidified so that the entire reinforcing bar (121 part) becomes concrete ( Construct a concrete foundation covered by Q (see Figure 4).
このようにして構築されたコンクリート基?#0)は、
その上方の鉄筋O3部分が、筒状体(2)によりコンク
リート0と隔てられた状態で、コンクリート(Qにて強
固に保護されることになる。そして、基礎上部の構築の
際には、上記鉄筋Q2+の、筒状体(2)による包被部
周辺の固化したコンクリート(qを破壊除去すると共に
筒状体を取り除いて鉄筋O2を露出させ、基礎上部であ
る鉄骨等を、露出した鉄筋(1zへ溶接等にて連結すれ
ばよく、このコンクリ−) (C)除去の際、鉄筋α2
1に対するコンクリート付着がないので、従来要してい
たコンクリート働の剥離作業等面倒な作業を省略できる
ことになる。Concrete base constructed in this way? #0) is
The upper part of the reinforcing bar O3 is separated from the concrete 0 by the cylindrical body (2) and is strongly protected by the concrete (Q.Then, when constructing the upper part of the foundation, the above The solidified concrete (q) around the area covered by the cylindrical body (2) of the reinforcing bar Q2+ is destroyed and removed, and the cylindrical body is removed to expose the reinforcing bar O2, and the steel frame on the upper part of the foundation is 1z by welding, etc. (C) When removing the reinforcing bar α2
Since there is no concrete adhesion to No. 1, troublesome work such as peeling off of concrete, which was required in the past, can be omitted.
なお、筒状体(2)としては、断面四角形(第2図参照
)や断面三角形(第5図参照)の場合、これを包被した
コンクリートは断面角形の角部付近にクラックが生じて
鉄筋露出作業時にコンクリートのけつり作業が容易とな
り、好ましい実施形状であるが、筒状体(2)自体をコ
ンクリートとの付着性の悪いポリエチレン等のポリオレ
フィン系の発泡体で形成しておくと、断面円形(第6図
参照)ないしけこれに近い形状でも実施できる。Note that if the cylindrical body (2) has a rectangular cross section (see Figure 2) or a triangular cross section (see Figure 5), the concrete encasing it will crack near the corners of the rectangular cross section, causing reinforcing steel. This is a preferred shape because it facilitates the work of demolishing concrete during the exposure work, but if the cylindrical body (2) itself is made of polyolefin foam such as polyethylene, which has poor adhesion to concrete, the cross section A circular shape (see FIG. 6) or a shape close to this can also be used.
また、上記した実施例では、鉄筋αりの地上部分と地下
部分へのコンクリート打設を同時に行ガう施工法を示し
たが、予め地下部分のコンクリート打設を行なておいた
後、地上部分の鉄筋α2へ筒状体(2)を押入し、その
地上部分へコンクリートを打設する等、地下部分と地上
部分のコンクリート打設を別々に行なう実施もある。In addition, in the above-mentioned example, a construction method was shown in which concrete is placed in the above-ground and underground parts of the reinforcing steel at the same time, but after concrete is placed in the underground part in advance, There is also an implementation in which concrete is placed separately for the underground part and the above ground part, such as by pushing the cylindrical body (2) into the reinforcing bar α2 of the part and pouring concrete into the above ground part.
上記のごときこの発明によるコンクリート基礎の構築工
法によれば、コンクリートパイル(!)の上方の鉄筋0
2部分へ発泡体による筒状体(2)を挿入して上記鉄筋
(121部分を包被した後、その包被部分の間近にコン
クリートを流し込んで、上記鉄筋02部分をコンクリー
トで晋い、基礎上部の構築時に、鉄筋包被部周辺の固化
したコンクリートを取シ除くと共に筒状体(2)を取り
除いてやり鉄筋@を露出させる構築工法であるから、上
記筒状体(2)Kより、鉄筋(2)に対するコンクリー
ト(0の直接の付着を防止でき、その露出時における鉄
筋からのコンクリートの剥離作業が不要となりて、非常
に能率的な施工を果たせることになる。しかも、長期間
コンクリートで覆った状態を維持しても、鉄筋α21は
筒状体(2にて包被されているので水分等の付着がなく
その鎖発生等を有効に防止できることになる。According to the method of constructing a concrete foundation according to the present invention as described above, there is no reinforcing bar above the concrete pile (!).
After inserting a foam cylindrical body (2) into part 2 to cover the reinforcing bars (121 part), concrete is poured into the vicinity of the covered part, and the reinforcing bar 02 part is covered with concrete. When constructing the upper part, the solidified concrete around the reinforcing bar covering part is removed and the cylindrical body (2) is removed to expose the reinforcing bars, so from the above cylindrical body (2) K, Direct adhesion of concrete (0) to the reinforcing bars (2) can be prevented, and there is no need to peel the concrete from the reinforcing bars when the reinforcing bars are exposed, resulting in extremely efficient construction. Even if the covered state is maintained, since the reinforcing bar α21 is covered by the cylindrical body (2), there is no adhesion of moisture, etc., and the formation of chains can be effectively prevented.
さらに鉄筋0りを包被する筒状体は発泡体にて形成され
ているものであるから、その柔軟性にて、鉄筋O2に対
する挿入が容易であると共に鉄筋Q21に対する密着性
も良好に確保でき、鉄筋α2に対するコンクリート0付
着を有効に防止できることになる。しかもコンクリート
の付着性の悪い発泡体を用いると一層のことコンクリー
トのけつり作業が容易となり好都合である。さらに発泡
体使用による施工ゆえ施工コストも安価であって、コス
ト負担も軽微で済むものである。Furthermore, since the cylindrical body surrounding the reinforcing bar O2 is made of foam, its flexibility makes it easy to insert into the reinforcing bar O2, and also ensures good adhesion to the reinforcing bar Q21. , it is possible to effectively prevent concrete 0 from adhering to the reinforcing bar α2. Moreover, it is convenient to use a foam that has poor adhesion to concrete because it makes the work of demolishing concrete even easier. Furthermore, since the construction is performed using foam, the construction cost is low, and the cost burden is light.
従って、建造物の鉄筋コンクリート基礎の構築工法に関
し、工期の短縮化、施工コストの低減化を図れる等、種
々の優れた効果を奏する方法を提供できることになる。Therefore, it is possible to provide a method for constructing a reinforced concrete foundation for a building that has various excellent effects, such as shortening the construction period and reducing construction costs.
図はこの発明の実施態様を例示するものであり、第1図
は断面図、第2図は筒状体の斜視図、第8図は施工途中
を示す斜視図、第4図はコンクリート打設時を示す断面
図、第5図及び第6図は筒状体の変更例を示す斜視図で
ある。
(1)・・・コンクリートパイル、021・・・鉄筋、
(2)・・・筒状体、(8)・・・コンクリート型枠、
CB)・・・コンクリート基礎、(C)・・・コンクリ
ート。
特許出願人 積水化成品工業株式会社第1図 第2
図 第3図The figures illustrate embodiments of the present invention, and Fig. 1 is a sectional view, Fig. 2 is a perspective view of a cylindrical body, Fig. 8 is a perspective view showing construction in progress, and Fig. 4 is a concrete placement. 5 and 6 are perspective views showing modified examples of the cylindrical body. (1)...Concrete pile, 021...Reinforcement bar,
(2)...Cylindrical body, (8)...Concrete formwork,
CB)...Concrete foundation, (C)...Concrete. Patent applicant Sekisui Plastics Co., Ltd. Figure 1 Figure 2
Figure 3
Claims (1)
にて形成された筒状体を押入し、上記鉄筋部分を包被し
た後、その包被部分の周辺にコンクリートを流し込んで
周囲を覆い、基礎下部の構築時に上記包被s8辺の固化
したコンクリートを取シ除くと共に上記筒状体を取シ除
いて鉄筋を露出させることを特徴とする建造物の鉄筋コ
ンクリート基礎の構築工法。1. Push a cylindrical body made of foam into the reinforcing bars above the concrete pile to cover the reinforcing bars, then pour concrete around the covered part to cover the surroundings and build the foundation. A method for constructing a reinforced concrete foundation for a building, characterized in that, when constructing the lower part, the solidified concrete on the 8 sides of the envelope s is removed and the cylindrical body is removed to expose the reinforcing bars.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20078382A JPS5991233A (en) | 1982-11-15 | 1982-11-15 | Construction work of reinforced concrete foundation for building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20078382A JPS5991233A (en) | 1982-11-15 | 1982-11-15 | Construction work of reinforced concrete foundation for building |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5991233A true JPS5991233A (en) | 1984-05-25 |
JPS6323327B2 JPS6323327B2 (en) | 1988-05-16 |
Family
ID=16430114
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP20078382A Granted JPS5991233A (en) | 1982-11-15 | 1982-11-15 | Construction work of reinforced concrete foundation for building |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5991233A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010196251A (en) * | 2009-02-23 | 2010-09-09 | Nippon Concrete Ind Co Ltd | Existing concrete pile |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5346113A (en) * | 1976-10-08 | 1978-04-25 | Akinori Ishii | Method of chipping foundation pile |
-
1982
- 1982-11-15 JP JP20078382A patent/JPS5991233A/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5346113A (en) * | 1976-10-08 | 1978-04-25 | Akinori Ishii | Method of chipping foundation pile |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010196251A (en) * | 2009-02-23 | 2010-09-09 | Nippon Concrete Ind Co Ltd | Existing concrete pile |
Also Published As
Publication number | Publication date |
---|---|
JPS6323327B2 (en) | 1988-05-16 |
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