JPH0324747Y2 - - Google Patents
Info
- Publication number
- JPH0324747Y2 JPH0324747Y2 JP16980484U JP16980484U JPH0324747Y2 JP H0324747 Y2 JPH0324747 Y2 JP H0324747Y2 JP 16980484 U JP16980484 U JP 16980484U JP 16980484 U JP16980484 U JP 16980484U JP H0324747 Y2 JPH0324747 Y2 JP H0324747Y2
- Authority
- JP
- Japan
- Prior art keywords
- fiber
- tread
- amount
- concrete
- stringer
- 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
- 239000000835 fiber Substances 0.000 claims description 21
- 229920002978 Vinylon Polymers 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 7
- 238000000465 moulding Methods 0.000 claims description 4
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 claims description 4
- 229920002554 vinyl polymer Polymers 0.000 claims description 4
- 239000004568 cement Substances 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 238000010276 construction Methods 0.000 description 6
- 239000004567 concrete Substances 0.000 description 4
- 239000011178 precast concrete Substances 0.000 description 4
- 238000005452 bending Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000009415 formwork Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 208000019901 Anxiety disease Diseases 0.000 description 1
- 230000036506 anxiety Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 238000009472 formulation Methods 0.000 description 1
- 239000011372 high-strength concrete Substances 0.000 description 1
- 238000009863 impact test Methods 0.000 description 1
- 238000004898 kneading Methods 0.000 description 1
Description
(産業上の利用分野)
この考案は組立階段に使用する高強度のコンク
リート踏板に関するものであり、階段のプレキヤ
ストコンクリート踏板を製造する分野で利用され
るものである。
(従来の技術)
従来知られているコンクリート階段は現場で打
設されているが、現場打設によるときは、型枠設
置後コンクリートを打設し、そのコンクリートの
硬化後型枠を除去するので、工期遅延の原因とな
るのみならず、他の工事の邪魔になるので施工時
期に制限を受けるなど施工上の難点がある。
近来プレハブ工法が盛となり、各種建材がプレ
キヤストコンクリート製品として提供されている
が、階段の踏板については、現場打設のものと同
等にすると大型化して重くなり、取扱い上不便で
あり、主要部の厚さを必要強度に耐え得る程度に
薄くすれば、端縁部が欠け易くなつて実用上好ま
しくないなどの欠点があつた。
そこで先に出願人は、斯る問題点を解決するも
のとして、セメントモルタル中に所定量のスチー
ルフアイバーを加えた材料を成型固化したプレキ
ヤストコンクリート踏板を提案した(実公昭54−
23936号)。
(解決すべき問題点)
スチールフアイバーは比重が大きいために、振
動成型の場合にはスチールフアイバーが下方に移
動するので、製品中にスチールフアイバーを均等
に分散し難く、振動成型しないと、製品の強度が
低下すると共に表面状態が悪くなるという問題点
があつた。また表面に表れたスチールフアイバー
に錆が生じ、製品の強度が経年弱化されるおそれ
もあつた。更に昇降時に騒音が大きいという欠点
を有していた。
(問題点を解決する為の手段)
この考案の階段用踏板は、所定量のセメント、
砂およびビニロンフアイバーに適量の水を加えた
材料を成型固化し、ささら桁との取付部を設けて
構成してある。
前記ビニロンフアイバーの量は、1〜2%(容
積)程度が、また単繊維の太さが14μm〜0.23mm
(1.8〜500デニール)、長さ4mm〜24mm程度が適当
であり、これよりも大きいと混練分散が不均等に
なり易く、これよりも小さいと補強効果が小さく
なる。
表1に示す配合の材料を固化した資料片(400
mm×100mm×100mm)を用いて曲げ応力とたわみの
関係を測定したところ、第1図に示す結果が得ら
れた(図1中のNoは表1中のNoに対応してお
り、図中Vfはビニロンフアイバーを示す)。この
結果から、ビニロンフアイバーの混入量は実用上
1%〜2%(容積比)が適当であることがわか
る。尚、この考案における踏板の具体的形状は、
実施例に示すものに限定されるものではない。
(Field of Industrial Application) This invention relates to high-strength concrete treads for use in assembled stairs, and is used in the field of manufacturing precast concrete treads for stairs. (Prior art) Conventionally known concrete stairs are cast on-site, but when cast on-site, concrete is poured after the formwork is set, and the formwork is removed after the concrete has hardened. This not only causes a delay in the construction period, but also has construction difficulties such as restrictions on the construction period as it interferes with other construction work. In recent years, prefabricated construction methods have become popular, and various building materials are provided as precast concrete products. However, when it comes to stair treads, if they are made to be equivalent to those cast on site, they will be large and heavy, making them inconvenient to handle, and the main parts If the thickness was made thin enough to withstand the required strength, there were disadvantages such as the edges tending to chip, which is not desirable in practice. In order to solve this problem, the applicant proposed a precast concrete tread made by molding and solidifying a material in which a predetermined amount of steel fiber was added to cement mortar.
No. 23936). (Problems to be solved) Steel fibers have a high specific gravity, so when vibration molding is used, the steel fibers move downward, making it difficult to evenly distribute the steel fibers in the product. There were problems in that the strength decreased and the surface condition deteriorated. Additionally, there was a risk that the steel fibers exposed on the surface would rust and the strength of the product would weaken over time. Furthermore, it has the disadvantage that it makes a lot of noise when going up and down. (Means for solving the problem) The stair tread of this invention consists of a predetermined amount of cement,
It is constructed by molding and solidifying a material made by adding an appropriate amount of water to sand and vinyl fiber, and providing an attachment part for the stringer. The amount of the vinylon fiber is about 1 to 2% (volume), and the thickness of the single fiber is 14 μm to 0.23 mm.
(1.8 to 500 deniers) and a length of about 4 mm to 24 mm. If it is larger than this, the kneading and dispersion tends to be uneven, and if it is smaller than this, the reinforcing effect will be reduced. A material piece (400
When the relationship between bending stress and deflection was measured using a 100 mm × 100 mm × 100 mm, the results shown in Figure 1 were obtained (No in Figure 1 corresponds to No in Table 1, Vf indicates vinyl fiber). From this result, it can be seen that it is practically appropriate for the amount of vinylon fiber mixed in to be 1% to 2% (volume ratio). The specific shape of the tread in this invention is as follows:
It is not limited to what is shown in the examples.
【表】
(考案の作用)
この考案において、ビニロンフアイバーは、製
品の引張強度及び耐衝撃強度を著しく増大する作
用を有する。またビニロンフアイバーは軽量(ス
チールフアイバーの比重の1/6)であるから、材
料中への均等分布が容易であり、錆による脆化の
おそれもない。更にビニロンフアイバーはエネル
ギーの吸収作用があるので、耐衝撃性に富む踏板
となる。表2に示す配合の材料を第4図に示す形
状(長さ1200mm、幅370mm、高さ160mm、踏板厚50
mm、蹴上げ厚40mm)に成型固化した製品について
衝撃試験を行なつたところ、表3に示す結果を得
た。また曲げ応力とたわみの関係を測定したとこ
ろ、第2図に示す結果を得た。尚第2図中の調合
Noは表2のNoに対応している。[Table] (Function of the invention) In this invention, vinylon fiber has the effect of significantly increasing the tensile strength and impact strength of the product. Furthermore, since vinylon fiber is lightweight (1/6 the specific gravity of steel fiber), it is easy to distribute it evenly in the material, and there is no risk of embrittlement due to rust. Furthermore, since vinylon fiber absorbs energy, it becomes a tread with high impact resistance. The material with the composition shown in Table 2 is used in the shape shown in Figure 4 (length 1200 mm, width 370 mm, height 160 mm, tread thickness 50 mm).
An impact test was conducted on the molded and solidified product to a size of 40 mm (rise-up thickness: 40 mm), and the results shown in Table 3 were obtained. When the relationship between bending stress and deflection was measured, the results shown in FIG. 2 were obtained. The formulation in Figure 2
No corresponds to No in Table 2.
【表】【table】
【表】【table】
【表】
(実施例)
セメント697Kg/m3、水279Kg/m3、細骨材
(砂)1046Kg/m3、混和剤3.00Kg/m3、直径0.2
mm、長さ20mmのビニロンフアイバー13.0Kg/m3に
調合した材料を均一に混練し、所定の型に充填す
ると共に、踏板1の水平部へ両端にパイプ2を溶
接した鉄筋3を埋設し、前記材料を固化して踏板
1を構成してある。
この実施例の踏板1を、前記パイプ2の先端に
螺溝を設けてボルト4によりささら桁5に螺着し
て試用したところ、不安感なく、スチールフアイ
バーを用いたものに比し騒音が少なく、また角部
の欠けなどは見当らなかつた。
(考案の効果)
即ちこの考案によれば、ビニロンフアイバーを
混入したプレキヤストコンクリート踏板であるか
ら、主要部を比較的薄く構成し得ると共に、端縁
部が欠けるおそれがない。またスチールフアイバ
ーを混入した踏板のように発錆するおそれがな
く、また階段昇降時の騒音が少なく、しかもコン
クリ中のアルカリに対する耐性及び耐候性に富む
ので、経年脆化のおそれもない。更に工場で多量
生産することができるので、均一製品を高精度で
製造し得ると共に、現場において手軽に組立てる
ことができるので、現場における各部材の搬入な
どの時期に制限なく、工期に制約を生じないなど
の効果がある。[Table] (Example) Cement 697Kg/m 3 , Water 279Kg/m 3 , Fine aggregate (sand) 1046Kg/m 3 , Admixture 3.00Kg/m 3 , Diameter 0.2
20 mm long vinyl fiber fiber 13.0 kg/m 3 is uniformly kneaded and filled into a predetermined mold, and reinforcing bars 3 with pipes 2 welded at both ends are buried in the horizontal part of the tread 1. The footboard 1 is constructed by solidifying the above-mentioned material. When the tread plate 1 of this example was used by providing a threaded groove at the tip of the pipe 2 and screwed onto the stringer 5 with the bolt 4, it was found that there was no sense of anxiety and the noise was lower than that of one using steel fiber. , and no chipping of the corners was found. (Effects of the invention) That is, according to this invention, since the step board is made of precast concrete mixed with vinylon fiber, the main part can be made relatively thin, and there is no fear of chipping of the edge part. In addition, unlike treads containing steel fibers, there is no risk of rusting, there is less noise when going up and down stairs, and there is no risk of embrittlement over time as it is highly resistant to alkalis in concrete and weather resistant. Furthermore, since mass production can be carried out in factories, uniform products can be manufactured with high precision, and they can be easily assembled on site, so there are no restrictions on when each component can be delivered to the site, and there are no restrictions on the construction period. There are effects such as no.
第1図及び第2図は曲げ応力とたわみの関係を
示すグラフ、第3図はこの考案の使用状態を示す
側面図、第4図は同じく実施例の一部を切断した
斜視図である。
1……踏板、2……鉄筋、3……ささら桁。
1 and 2 are graphs showing the relationship between bending stress and deflection, FIG. 3 is a side view showing the state of use of this invention, and FIG. 4 is a partially cutaway perspective view of the same embodiment. 1...Treadboard, 2...Reinforcing bar, 3...Stringer.
Claims (1)
バーに適量の水を加えた材料を成型固化し、さ
さら桁との取付部を設けてなる階段用踏板。 2 ビニロンフアイバーの量は1〜2%(容積)
とした実用新案登録請求の範囲第1項記載の階
段用踏板。[Scope of Claim for Utility Model Registration] 1. A stair tread made by molding and solidifying a material obtained by adding an appropriate amount of water to a predetermined amount of cement, sand, and vinyl fiber, and providing an attachment portion to a stringer. 2 The amount of vinylon fiber is 1-2% (volume)
A stair tread according to claim 1 of the utility model registration claim.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16980484U JPH0324747Y2 (en) | 1984-11-08 | 1984-11-08 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16980484U JPH0324747Y2 (en) | 1984-11-08 | 1984-11-08 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6185635U JPS6185635U (en) | 1986-06-05 |
JPH0324747Y2 true JPH0324747Y2 (en) | 1991-05-29 |
Family
ID=30727519
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP16980484U Expired JPH0324747Y2 (en) | 1984-11-08 | 1984-11-08 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0324747Y2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5416504B2 (en) * | 2009-07-30 | 2014-02-12 | 株式会社クラレ | High toughness concrete tread, method for producing concrete tread |
-
1984
- 1984-11-08 JP JP16980484U patent/JPH0324747Y2/ja not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS6185635U (en) | 1986-06-05 |
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