JPS63194057A - Reinforced pillar - Google Patents

Reinforced pillar

Info

Publication number
JPS63194057A
JPS63194057A JP2354687A JP2354687A JPS63194057A JP S63194057 A JPS63194057 A JP S63194057A JP 2354687 A JP2354687 A JP 2354687A JP 2354687 A JP2354687 A JP 2354687A JP S63194057 A JPS63194057 A JP S63194057A
Authority
JP
Japan
Prior art keywords
concrete
mat
steel pipe
water
inorganic fiber
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.)
Pending
Application number
JP2354687A
Other languages
Japanese (ja)
Inventor
山本 光祥
小林 聰介
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP2354687A priority Critical patent/JPS63194057A/en
Publication of JPS63194057A publication Critical patent/JPS63194057A/en
Pending legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は鋼管とこの鋼管内に打設したコンクリートとの
間に無機系繊維のマットを設けることにより大きな強度
を得られるようにした強化柱に関する。
Detailed Description of the Invention (Industrial Field of Application) The present invention provides a reinforced column that achieves greater strength by providing an inorganic fiber mat between a steel pipe and concrete placed inside the steel pipe. Regarding.

(従来技術) 従来建物の上部の荷重を支持する柱には圧縮に強いコン
クリートと引張りに強い鉄筋とを適当に配置して組合せ
た鉄筋コンクリート柱が断面や形状が自由に選択形成で
きることもあり、特に高層建築物に主として用いられて
いる。
(Prior art) Conventionally, reinforced concrete columns that support the load of the upper part of buildings are made by appropriately arranging concrete that is strong in compression and reinforcing bars that are strong in tension, and the cross section and shape can be freely selected and formed. Mainly used in high-rise buildings.

(発明が解決しようとする問題点) しかしながら近時建築物は更に高層化して柱が支持する
荷重は増大し、更に大きな強度が必要となってきている
(Problems to be Solved by the Invention) However, as buildings in recent years have become even taller, the load supported by columns has increased, and even greater strength has become necessary.

コンクリートの強度はコンクリートに加えられる水が少
い方がよいが、長い柱の型枠内へスムースにコンクリー
トを打込むためには、水の多い方がよいので余り水を少
くすることは出来ず、又一方、養生は出来るだけ長い期
間、充分な湿度のもとで適当な温度を保持することが必
要であるが、型枠が日光や外気に晒されて温度が上昇し
、或は低下し、又水が型枠内から流れ出てしまうため充
分な養生ができなかった。更・に゛型枠の組付には熟練
を要し高い人件費が必要であり、取外し、運搬等の経費
を要しコストアップにつながる等の問題点があった。
For the strength of concrete, it is better to add less water to the concrete, but in order to pour concrete smoothly into the formwork of a long column, more water is better, so it is not possible to reduce the amount of water too much. On the other hand, during curing, it is necessary to maintain an appropriate temperature with sufficient humidity for as long as possible, but if the formwork is exposed to sunlight or the outside air, the temperature may rise or fall. Also, sufficient curing was not possible because water flowed out of the formwork. Furthermore, there were other problems such as the assembling of formwork requires skill and high labor costs, and expenses such as removal and transportation are required, leading to an increase in costs.

(問題点を解決するための手段) 本発明は上記の問題点を解決するために提供されたもの
であって、順次連設される鋼管2の内周面に添装された
無機系繊維のマット3が該鋼管2内に打設されるコンク
リート4の少なくとも余剰水の一部を吸収、担持してい
る強化柱1であり鋼管2内のコンクリート4の強度を充
分な養生によって高めると共にコンクリート4の一部を
含浸したマット3により補強されるようにしたものであ
る。
(Means for Solving the Problems) The present invention was provided in order to solve the above problems, and it is an inorganic fiber added to the inner peripheral surface of the steel pipes 2 that are successively installed. The mat 3 is a reinforcing column 1 that absorbs and supports at least a part of the surplus water of the concrete 4 placed inside the steel pipe 2, and increases the strength of the concrete 4 inside the steel pipe 2 by sufficient curing, and also strengthens the concrete 4. The material is reinforced by a mat 3 impregnated with a portion of the material.

(作用) 本発明における強化柱1は内周面に無機系繊維のマット
3が添装された鋼管2内にコンクリート4を打設するも
のであり、コンクリート4の余剰水が無機系繊維のマッ
ト3内に吸収され、水を含浸した該マット3によってコ
ンクリート4が含まれた状態であるので水分が逃げず、
而も鋼管2はコンクリート4、マット3と一体の倫社を
構成し、取外されることがないので長期間充分な湿度を
与えられた養生が行われ、且つ外気、或は太陽光等によ
る冷却、加熱等の影響は無機系繊維のマット3が断熱層
となって遮断されるので良好な温度の下で養生が充分性
われ、強度、耐久性のあるコンクリート4となり、鋼管
2によって曲げ強度が補強され、圧縮強度にも強い強度
の大きな強化柱lとなる。
(Function) The reinforcing column 1 of the present invention is constructed by pouring concrete 4 into a steel pipe 2 with an inorganic fiber mat 3 attached to the inner circumferential surface, and the surplus water of the concrete 4 becomes the inorganic fiber mat. Since the concrete 4 is contained by the water-impregnated mat 3, water does not escape.
Moreover, since the steel pipe 2 constitutes an integrated structure with the concrete 4 and the mat 3, and is not removed, it is cured with sufficient humidity for a long period of time, and is protected from outside air, sunlight, etc. The effects of cooling, heating, etc. are blocked by the inorganic fiber mat 3 acting as a heat insulating layer, allowing sufficient curing at a suitable temperature, resulting in concrete 4 with strength and durability, and the steel pipes 2 increasing bending strength. is reinforced, resulting in a large reinforced column with high compressive strength.

(実施例) 以下本発明に係る強化柱の実施例について図面により説
明する。
(Example) Examples of the reinforcing column according to the present invention will be described below with reference to the drawings.

2は方形断面に構成された鋼管であり、内周面に沿って
ガラスウール、ロックウール、カーボンファイバー等の
無機系繊維のマット3が添装されている。該鋼管2内に
は鋼管2の長さ方向の主筋とこれに直交するあばら筋よ
りなる鉄筋5が配置され、コンクリート4が打設されて
いるものであり、打設されたコンクリート4から出る余
剰水は前記無機系繊維のマット3に吸収され、その水は
該マット3によって担持され、柱状に形成されるコンク
リート4は周面から湿気を与えられつへ養生される。
Reference numeral 2 denotes a steel pipe having a rectangular cross section, and a mat 3 of inorganic fiber such as glass wool, rock wool, carbon fiber, etc. is attached along the inner peripheral surface. Inside the steel pipe 2, reinforcing bars 5 consisting of main bars running in the length direction of the steel pipe 2 and stirrups perpendicular to the main bars are arranged, and concrete 4 is poured into the steel pipe 2. Water is absorbed by the inorganic fiber mat 3, and the water is carried by the mat 3, and the columnar concrete 4 is supplied with moisture from the surrounding surface and cured.

又、強化柱lは鋼管2内の上端に継手管2゜を嵌入して
溶着或はリベットにより固着し、この継手管2°に他の
鋼管2を嵌合させ配筋及びコンクリート打設を行って順
次連設ぎれる。
In addition, the reinforcing column 1 is made by fitting a joint pipe 2° into the upper end of the steel pipe 2 and fixing it by welding or riveting, and fitting another steel pipe 2 into this joint pipe 2°, and performing reinforcement and concrete pouring. They can be set up sequentially.

尚、前記マット3の表面は、カーボンファイバーの編又
は織生地によって被覆され、コンクリートの打込にも耐
えうるようになっている。
The surface of the mat 3 is covered with a knitted or woven carbon fiber fabric to withstand concrete pouring.

(効果) 以上のように本発明に係る強化柱は順次連設される鋼管
の内周面に添装された無機系繊維のマットが該鋼管内に
打設されるコンクリートの少なくとも余剰水の一部を吸
収、相持している構成であり、無機系繊維のマット内に
吸収された水分によって充分湿気を与えられ、マットも
鋼管も柱状に形成されるコンクリートと一体の倫社とさ
れるので長期にわたる充分な養生が施される。而もマッ
トにより鋼管の外面から受ける太陽光、外気による加熱
、冷却は防止されるので適当な温度のもとに養生が行わ
れ、良質のコンクリートとなって強度の高いコンクリー
トとなる。
(Effects) As described above, in the reinforced column according to the present invention, the inorganic fiber mat added to the inner circumferential surface of the steel pipes that are successively installed is used to absorb at least a portion of the surplus water of the concrete cast inside the steel pipes. The moisture absorbed within the inorganic fiber mat provides sufficient moisture, and both the mat and steel pipes are integrated with the column-shaped concrete, so it can last for a long time. Sufficient curing is given over a period of time. Furthermore, the mat prevents heating and cooling caused by sunlight and outside air from the outside of the steel pipe, allowing curing to occur at an appropriate temperature, resulting in high-quality concrete with high strength.

又、上記のように余剰水がマットに吸収されるので比較
的水セメント比の多いものとすることができるので打込
が容易となる。
Furthermore, as excess water is absorbed into the mat as described above, it is possible to have a relatively high water-to-cement ratio, which facilitates driving.

更にコンクリート打設のための型枠が不要であり、型枠
代、組付、取外し、運搬等の経費が不要である。
Furthermore, there is no need for a formwork for concrete pouring, and there is no need for expenses such as formwork costs, assembly, removal, transportation, etc.

而して鋼管の曲げに対する強度とコンクリート柱の圧縮
に対する強度とを併有する柱となり、コンクリート柱の
外周面を包囲する無機系繊維のマットにより断熱され、
耐火性も有するすぐれた強化柱である。
As a result, the column has both the bending strength of a steel pipe and the compression strength of a concrete column, and is insulated by an inorganic fiber mat surrounding the outer peripheral surface of the concrete column.
It is an excellent reinforced pillar that also has fire resistance.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明に係る強化柱の実施例の一部破截して示
す斜視図、第2図は同断面図、第3図は同実施例の継手
部分の斜視図である。 1・・・強化柱、2・・・鋼管、2°・・・継手、3・
・・マット、4・・・コンクリート、5・・・鉄筋。
FIG. 1 is a partially cutaway perspective view of an embodiment of a reinforcing column according to the present invention, FIG. 2 is a sectional view of the same, and FIG. 3 is a perspective view of a joint portion of the same embodiment. 1... Reinforced column, 2... Steel pipe, 2°... Joint, 3...
...mat, 4...concrete, 5...reinforcement.

Claims (1)

【特許請求の範囲】[Claims] 順次連設される鋼管の内周面に添装された無機系繊維の
マットが該鋼管内に打設されるコンクリートの少なくと
も余剰水の一部を吸収、担持していることを特徴する強
化柱。
A reinforced column characterized in that an inorganic fiber mat attached to the inner circumferential surface of sequentially installed steel pipes absorbs and supports at least a portion of surplus water of concrete cast within the steel pipes. .
JP2354687A 1987-02-05 1987-02-05 Reinforced pillar Pending JPS63194057A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2354687A JPS63194057A (en) 1987-02-05 1987-02-05 Reinforced pillar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2354687A JPS63194057A (en) 1987-02-05 1987-02-05 Reinforced pillar

Publications (1)

Publication Number Publication Date
JPS63194057A true JPS63194057A (en) 1988-08-11

Family

ID=12113474

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2354687A Pending JPS63194057A (en) 1987-02-05 1987-02-05 Reinforced pillar

Country Status (1)

Country Link
JP (1) JPS63194057A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004316335A (en) * 2003-04-18 2004-11-11 Saiki Kensetsu Co Ltd Method for reinforcing concrete structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004316335A (en) * 2003-04-18 2004-11-11 Saiki Kensetsu Co Ltd Method for reinforcing concrete structure

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