JP2002309712A - Polygonal twisted reinforcement - Google Patents
Polygonal twisted reinforcementInfo
- Publication number
- JP2002309712A JP2002309712A JP2001157899A JP2001157899A JP2002309712A JP 2002309712 A JP2002309712 A JP 2002309712A JP 2001157899 A JP2001157899 A JP 2001157899A JP 2001157899 A JP2001157899 A JP 2001157899A JP 2002309712 A JP2002309712 A JP 2002309712A
- Authority
- JP
- Japan
- Prior art keywords
- reinforcement
- lower half
- concrete
- polygonal
- horizontal lower
- 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
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は、多角形ねじり鉄筋1
とコンクリート5の付着力強化で、コンクリート剥離落
下の危険防止に役立ち、各種コンクリート5構造物で有
効利用できる。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a polygonal torsion reinforcing bar 1.
The strengthening of the adhesive force between the concrete and the concrete 5 helps prevent the risk of concrete peeling and falling, and can be effectively used in various concrete 5 structures.
【0002】[0002]
【従来の技術】鉄筋用棒鋼は、丸型棒鋼異形棒鋼6が使
用されている、付着力は、主として鉄筋の水平上半分2
は通常の付着力が期待できるが、水平下半分3はコンク
リート打設開始より硬化迄の間に、種々な現象が生じて
付着力が低下している、コンクリート5を使用する限り
ブリージング現象、不適切な養生等は避けられずその
際、丸型棒鋼異形棒鋼6の鉄筋水平上半分2が障害とな
り、水平下半分3に微弱な空洞部9が生じて付着力が不
足し、ひび割れ10やコンクリート剥離の遠因となつて
いる。2. Description of the Related Art A round bar steel deformed steel bar 6 is used as a steel bar for a reinforcing bar.
Can be expected to have a normal adhesive force, but the lower horizontal half 3 has a reduced adhesive force due to various phenomena during the period from the start of concrete casting to hardening. In this case, appropriate curing is unavoidable, and in this case, the horizontal upper half 2 of the round steel bar deformed steel bar 6 becomes an obstacle, and a weak hollow portion 9 is formed in the horizontal lower half 3, resulting in insufficient adhesion, cracks 10 and concrete. It is a distant cause of peeling.
【0003】[0003]
【発明が解決しようとする課題】これには次のような欠
点がある。 (イ)鉄筋の水平下半分3周りでは水平上半分2が障害
になり、ブリージング現象の浮水7、レイタンス8、コ
ンクリート5の硬化収縮時の不適切な養生等により、微
弱な空洞部9が生じ、鉄筋の水平上半分2に対し水平下
半分3の付着力に差異が生じている。 (ロ)その微弱な空洞部9が、繰返し振動や鉄筋錆びの
膨脹等により、ひび割れ10の一因になつている。 (ハ)コンクリート5にひび割れ10が生ずれば、コン
クリート5が剥離落下し物的損害や人的な危険が生じ
る。This has the following disadvantages. (B) Around the horizontal lower half 3 of the rebar, the horizontal upper half 2 becomes an obstacle, and a weak cavity 9 is generated due to the floating water 7, the latence 8, inappropriate curing of the concrete 5 during hardening and shrinkage of the concrete, and the like. There is a difference in the adhesion between the horizontal upper half 2 and the horizontal lower half 3 of the reinforcing bar. (B) The weak cavity 9 contributes to the crack 10 due to repeated vibration, expansion of reinforcing steel rust, and the like. (C) If the cracks 10 are formed in the concrete 5, the concrete 5 peels and falls, causing physical damage and human danger.
【0004】[0004]
【課題を解決するための手段】ブリージング現象や不適
切な養生等で生ずる、鉄筋水平下半分3の微弱な空洞部
9を極力少なくすため多角面とし、更にねじりを加え一
定間隔で、絶えず鉄筋の水平上半分2と水平下半分3の
断面形を変化させ、コンクリート5が多角形ねじり鉄筋
1に巻きついて付着力の低下を防ぐ、多角形ねじり鉄筋
1を使用し解決手段とする。Means for Solving the Problems A polygonal surface is formed to minimize the weak hollow portion 9 of the horizontal lower half 3 of the rebar caused by breathing phenomena or inappropriate curing, etc., and the rebar is constantly twisted at regular intervals. The cross section of the horizontal upper half 2 and the horizontal lower half 3 is changed to prevent the concrete 5 from wrapping around the polygonal torsional reinforcing bar 1 to prevent a decrease in adhesive force, and to use a polygonal torsional reinforcing bar 1 as a solution.
【0005】[0005]
【発明の実施の形態】以下、本発明の実施例について説
明する。 (イ)鉄筋の引張強度は断面積、付着強度は外周長より
決まるので設計、施工段階では鉄筋の直径が重視されて
いる、同一径で多角形ねじり鉄筋1の断面積、外周長が
小さければ、使用に不利となるが、多角形ねじり鉄筋1
の外接円を2ミリ程度大きな形状としその後、多角形ね
じり鉄筋1の鈍角部を1ミリ程度圧縮すれば、在来鉄筋
と略同一の断面積、径となり、設計、施工に大きな変化
はない。 (ロ)ブリージング現象また不適切な養生等にて生じ
る、鉄筋の水平下半分3の微弱な空洞部9も、丸型棒鋼
異形棒鋼6の微弱な空洞部9のように均一で全長的に生
ぜず、多角形ねじり鉄筋1の使用で、不均一で僅かな部
分となり、ひび割れ10原因の減少につながる。Embodiments of the present invention will be described below. (A) Since the tensile strength of the reinforcing bar is determined by the cross-sectional area and the adhesion strength is determined by the outer peripheral length, the diameter of the reinforcing bar is emphasized in the design and construction stages. If the cross-sectional area and the outer peripheral length of the polygonal torsion reinforcing bar 1 are the same diameter, Although it is disadvantageous to use, polygonal torsion reinforcing bar 1
If the circumscribed circle is made larger by about 2 mm and then the obtuse angle portion of the polygonal torsion bar 1 is compressed by about 1 mm, the cross-sectional area and diameter become substantially the same as those of the conventional bar, and there is no significant change in the design and construction. (B) The weak cavities 9 in the horizontal lower half 3 of the reinforcing bar, which are caused by the breathing phenomenon or inappropriate curing, etc., are also generated uniformly and over the entire length like the weak cavities 9 of the round bar 6 and the deformed bar 6. However, the use of the polygonal torsion bar 1 results in a non-uniform and small portion, which leads to a reduction in the cause of the crack 10.
【0006】[0006]
【発明の効果】これには次のような効果がある。 (イ)多角形ねじり鉄筋1は、水平下半分3の付着力を
増加させる。 (ロ)多角形ねじり鉄筋1は、ひび割れ10の原因を減
少させる。 (ハ)多角形ねじり鉄筋1は、ねじり面により、引抜き
抵抗力が増す。 (ニ)多角形ねじり鉄筋1は、垂直鉄筋とし使用しても
効果が有る。This has the following effects. (A) The polygonal torsion reinforcing bar 1 increases the adhesive force of the lower horizontal half 3. (B) The polygonal torsion bar 1 reduces the cause of the crack 10. (C) The torsion surface of the polygonal torsion bar 1 increases the pull-out resistance due to the torsion surface. (D) The polygonal torsion reinforcing bar 1 is effective even when used as a vertical reinforcing bar.
【図1】本発明の、ねじり各種断面図である。FIG. 1 is a cross-sectional view of various types of torsion of the present invention.
【図2】本発明の、上部平面図である。FIG. 2 is a top plan view of the present invention.
【図3】本発明の、側面図である。FIG. 3 is a side view of the present invention.
【図4】本発明の、鈍角の圧縮部、詳細図である。FIG. 4 is a detailed view of the obtuse compression section of the present invention.
【図5】本発明の、ブリージング現象時等に生じる微弱
な空洞部9の、鉄筋コンクリートの見取図である。FIG. 5 is a sketch drawing of reinforced concrete of a weak hollow portion 9 generated during a breathing phenomenon or the like according to the present invention.
1 多角形ねじり鉄筋 2 水平上半分 3 水平下半分 4 鈍角の圧縮部 5 コンクリート 6 丸棒鋼異形棒鋼 7 浮水 8 レイタンス 9 微弱な空洞部 10 ひび割れ DESCRIPTION OF SYMBOLS 1 Polygonal torsion bar 2 Horizontal upper half 3 Horizontal lower half 4 Compressed part of obtuse angle 5 Concrete 6 Round steel bar deformed steel bar 7 Floating water 8 Laitance 9 Weak cavity 10 Crack
Claims (1)
水平下半分3とコンクリート5との付着力を強化させ、
コンクリート5のひび割れ10や、その拡大によるコン
クリート5剥離落下を防止するための、多角形ねじり鉄
筋1。1. The polygonal torsion reinforcing bar 1 mainly strengthens the adhesive force between the lower horizontal half 3 of the reinforcing bar and the concrete 5,
A polygonal torsion reinforcing bar 1 for preventing cracks 10 in the concrete 5 and peeling and falling of the concrete 5 due to expansion.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001157899A JP2002309712A (en) | 2001-04-17 | 2001-04-17 | Polygonal twisted reinforcement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001157899A JP2002309712A (en) | 2001-04-17 | 2001-04-17 | Polygonal twisted reinforcement |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2002309712A true JP2002309712A (en) | 2002-10-23 |
Family
ID=19001688
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2001157899A Pending JP2002309712A (en) | 2001-04-17 | 2001-04-17 | Polygonal twisted reinforcement |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2002309712A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2015045174A (en) * | 2013-08-28 | 2015-03-12 | 株式会社ノブハラ | Wire net |
JP2020105753A (en) * | 2018-12-27 | 2020-07-09 | 頴司 芝 | Structural member |
-
2001
- 2001-04-17 JP JP2001157899A patent/JP2002309712A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2015045174A (en) * | 2013-08-28 | 2015-03-12 | 株式会社ノブハラ | Wire net |
JP2020105753A (en) * | 2018-12-27 | 2020-07-09 | 頴司 芝 | Structural member |
JP7169188B2 (en) | 2018-12-27 | 2022-11-10 | 頴司 芝 | structural member |
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