JPH0510025A - Constructing method for concrete structural-body having rugged section on surface - Google Patents
Constructing method for concrete structural-body having rugged section on surfaceInfo
- Publication number
- JPH0510025A JPH0510025A JP3185599A JP18559991A JPH0510025A JP H0510025 A JPH0510025 A JP H0510025A JP 3185599 A JP3185599 A JP 3185599A JP 18559991 A JP18559991 A JP 18559991A JP H0510025 A JPH0510025 A JP H0510025A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- water
- rugged
- sections
- mold
- 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
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、表面に凹凸を有するコ
ンクリート構造体の施工法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a concrete structure having an uneven surface.
【0002】[0002]
【従来の技術】コンクリート躯体の表面にモルタルを塗
って仕上げたり、モルタルでタイルを固着して仕上げる
場合、予め、コンクリート躯体の表面にモルタル層と係
合して投錨効果を発揮させるための凹凸を形成しておく
ことは、モルタル層やタイルの剥がれ落ちを防止する上
で非常に有効である。2. Description of the Related Art When mortar is applied to the surface of a concrete skeleton to finish it, or when tiles are fixed with mortar to finish it, unevenness for engaging the mortar layer on the surface of the concrete skeleton to exert the anchoring effect is provided in advance. Forming it is very effective in preventing the mortar layer and tiles from peeling off.
【0003】しかしながら、従来では、特公平3−37
83号公報に見られるように、内面に突起を設けた型枠
や内面に突起付きの型枠材を固着した型枠を用いてコン
クリートを打設しており、当該コンクリートにある程度
の強度が発現した時点で、脱型して、コンクリート躯体
表面に凹部を形成していた。However, in the past, Japanese Patent Publication No. 3-37
As can be seen in Japanese Patent Publication No. 83, the concrete is placed using a formwork having a protrusion on its inner surface or a formwork having a formwork material with a protrusion fixed to its inner surface, and the concrete exhibits a certain strength. At that time, it was demolded to form a recess on the surface of the concrete skeleton.
【0004】このため、脱型後、モルタルを塗布するま
での間に凹部にゴミが詰まって、モルタル層の付着力が
低下したり、コンクリート躯体の表面近くだけが早期に
乾燥収縮してコンクリート品質に悪影響を及ぼす虞れが
あった。勿論、これらの不都合は、モルタルを塗布する
直前に脱型を行うことにより回避できるが、この場合に
は、型枠が必要以上の期間にわたって残置されるので、
型枠の転用性が低下し、コスト面で不利である。For this reason, after the demolding, before the mortar is applied, the recesses are clogged with dust, the adhesive force of the mortar layer is reduced, and only near the surface of the concrete skeleton is quickly dried and shrunk to cause the quality of the concrete to rise. Could have an adverse effect on. Of course, these disadvantages can be avoided by removing the mold immediately before applying the mortar, but in this case, since the mold is left for a period longer than necessary,
Convertibility of formwork is reduced, which is disadvantageous in terms of cost.
【0005】[0005]
【発明が解決しようとする課題】本発明は、上記の点に
留意してなされたもので、その目的とするところは、脱
型を可及的に早期に行って、型枠の転用性を確保しなが
らも、脱型からモルタル層の形成までの間に、コンクリ
ート躯体表面に形成した凹凸にゴミが詰まらず、しか
も、コンクリート躯体の硬化がゆっくりと進行して、コ
ンクリート品質を確保できるようにすることにある。SUMMARY OF THE INVENTION The present invention has been made with the above points in mind. The purpose of the present invention is to remove the mold from the mold as soon as possible to improve the diversion of the mold. Even while securing it, dust is not clogged into the irregularities formed on the concrete skeleton surface from the demolding to the formation of the mortar layer, and the hardening of the concrete skeleton progresses slowly to ensure concrete quality. To do.
【0006】[0006]
【課題を解決するための手段】上記の課題を解決するた
めに、本発明では、凹凸面成型用の非吸水性シートを型
枠の内面に取り付けた状態で型枠内にコンクリートを打
設し、当該コンクリートの硬化後、前記非吸水性シート
を残置させたまま型枠を撤去し、しかる後、前記非吸水
性シートを撤去して表面に凹凸を有するコンクリート構
造体を構築するようにした。In order to solve the above problems, in the present invention, concrete is placed in a mold with a non-water-absorbent sheet for molding uneven surfaces attached to the inner surface of the mold. After the hardening of the concrete, the form was removed while leaving the non-water-absorbent sheet left, and then the non-water-absorbent sheet was removed to construct a concrete structure having irregularities on the surface.
【0007】[0007]
【作用】上記の構成によれば、凹凸面成型用の非吸水性
シートを残置させたまま型枠を撤去するので、脱型を可
及的に早期に行って、型枠の転用性を確保しながらも、
前記非吸水性シートによるコンクリート躯体の養生が行
われることになる。従って、コンクリート躯体の硬化が
ゆっくりと進行して、コンクリート品質を確保できると
共に、脱型からモルタル層の形成までの間に、コンクリ
ート躯体表面に形成した凹凸にゴミが詰まる虞もない。According to the above construction, the mold is removed while leaving the non-water-absorbent sheet for molding the uneven surface, so that the mold can be removed as early as possible to ensure the convertibility of the mold. While
The concrete body is cured by the non-water-absorbent sheet. Therefore, the hardening of the concrete skeleton proceeds slowly, the quality of the concrete can be ensured, and there is no fear that the irregularities formed on the surface of the concrete skeleton are clogged with dust between the demolding and the formation of the mortar layer.
【0008】[0008]
【実施例】図1及び図2に示すように、片面に凹凸a,
bが形成された凹凸面成型用の非吸水性シート1を外壁
用の型枠2の内面に、前記凹凸a,bが型枠2内方に位
置する状態に取り付ける。型枠2に対する非吸水性シー
ト1の取付けには、両面粘着テープや接着剤を用いても
よいが、脱型時に非吸水性シート1と型枠2との間で分
離しやすいように、脚の短いタッカー(ホッチキス
針)、座金付きの釘等を使用することが望ましい。EXAMPLES As shown in FIGS. 1 and 2, unevenness a,
The non-water-absorbing sheet 1 for molding uneven surface having b formed thereon is attached to the inner surface of the outer wall mold 2 in a state where the unevenness a and b are located inside the mold 2. A double-sided pressure-sensitive adhesive tape or an adhesive may be used to attach the non-water-absorbent sheet 1 to the form 2, but the legs may be easily separated between the non-water-absorbent sheet 1 and the form 2 during demolding. It is desirable to use a short tacker (stapler), nails with washers, etc.
【0009】図3に示すように、型枠2内に壁用のコン
クリート3を打設する。そして、コンクリート3にある
程度の強度が発現した時点で、図4に示すように、前記
非吸水性シート1を残置させたまま、前記型枠2を撤去
し、他の箇所へと転用する。この場合、型枠2に対する
非吸水性シート1の取付けがタッカーや座金付きの釘で
行われていると、脱型時に、タッカーの脚や座金付きの
釘が型枠2から容易に抜け出し、型枠2と非吸水性シー
ト1との間で容易に分離することになる。モルタル層の
施工の直前まで、この状態を続けることにり、非吸水性
シート1がコンクリート躯体表面の湿潤養生用のシート
として利用されることになる。As shown in FIG. 3, concrete 3 for walls is placed in the mold 2. Then, when the concrete 3 develops a certain amount of strength, as shown in FIG. 4, the form 2 is removed with the non-water-absorbent sheet 1 left, and is diverted to another place. In this case, if the non-water absorptive sheet 1 is attached to the mold 2 by a tacker or a washer-attached nail, the legs of the tacker and the washer-attached nail easily come out of the form 2 at the time of releasing the die, The frame 2 and the non-water absorbent sheet 1 are easily separated. By continuing this state until just before the construction of the mortar layer, the non-water-absorbent sheet 1 is used as a sheet for wet curing on the surface of the concrete skeleton.
【0010】そして、適当な時期に、図5に示すよう
に、前記非吸水性シート1を撤去し、コンクリート躯体
表面に前記凹凸a,bに対応する凹凸a’,b’を形成
する。しかる後、図5に仮想線で示すように、コンクリ
ート躯体の表面にモルタルを鏝塗りしたり、表面に対し
て略垂直な方向から吹き付ける等して、モルタル層4を
形成するのである。Then, as shown in FIG. 5, the non-water-absorbent sheet 1 is removed at an appropriate time to form irregularities a'and b'corresponding to the irregularities a and b on the surface of the concrete skeleton. Thereafter, as shown by phantom lines in FIG. 5, the surface of the concrete skeleton is troweled with mortar or sprayed from a direction substantially perpendicular to the surface to form the mortar layer 4.
【0011】凹凸面成型用の非吸水性シート1として
は、図示のような中実形状のものの他、図6に示すよう
に、平坦なシート基材1aと断面が方形状又は台形状を呈
する多数の突起cが形成された柔軟なフィルム1bとが積
層された構造を有する中空突起付き樹脂シート(傷付き
易い物品や割れ易い物品を梱包する際のクッション材と
して一般に使用されているものと同じである。)を用い
てもよい。As the non-water-absorbent sheet 1 for molding the uneven surface, in addition to the solid shape as shown in the figure, as shown in FIG. 6, the flat sheet substrate 1a and the cross section have a square or trapezoidal shape. Resin sheet with hollow protrusions having a structure in which a flexible film 1b on which a large number of protrusions c are formed are laminated (same as that generally used as a cushioning material for packing easily scratched or fragile articles) ) May be used.
【0012】この樹脂シートを使用すれば、突起cが中
空形状であるため、図7に示すように、コンクリート3
を打設した際、コンクリート3の側圧を受けることより
突起cが先太の偏平形状に変形することになり、図9に
示すように、コンクリート躯体表面に奥広がりの凹部
c’を形成することができ、モルタル層4との係合力を
一層高めることが可能である。尚、型枠2と中空突起付
き樹脂シートは、先の実施例と同じく、図8に示すよう
に、型枠2、中空突起付き樹脂シートの順に撤去され
る。If this resin sheet is used, since the projection c has a hollow shape, as shown in FIG.
When the concrete is cast, the projection c is deformed into a thickened flat shape by receiving the lateral pressure of the concrete 3, and as shown in FIG. 9, a recess c ′ is formed on the surface of the concrete skeleton. Therefore, the engaging force with the mortar layer 4 can be further increased. The mold 2 and the resin sheet with hollow protrusions are removed in the order of the mold 2 and the resin sheet with hollow protrusions, as shown in FIG. 8, as in the previous embodiment.
【0013】[0013]
【発明の効果】以上のように、本発明によれば、凹凸面
成型用の非吸水性シートを残置させたまま型枠を撤去す
るので、脱型を可及的に早期に行って、型枠の転用性を
確保しながらも、前記非吸水性シートによるコンクリー
ト躯体の養生が行われることになり、脱型からモルタル
層の形成までの間に、コンクリート躯体表面に形成した
凹凸にゴミが詰まらず、しかも、コンクリート躯体の硬
化がゆっくりと進行して、コンクリート品質を確保でき
る。As described above, according to the present invention, the mold is removed while leaving the non-water-absorbent sheet for molding the uneven surface, so that the mold can be removed as soon as possible. While securing the transferability of the frame, the concrete skeleton is to be cured by the non-water-absorbent sheet, and during the period from the demolding to the formation of the mortar layer, the irregularities formed on the surface of the concrete skeleton are clogged with dust. Moreover, the hardening of the concrete skeleton progresses slowly, and the concrete quality can be secured.
【図1】本発明に使用する凹凸面成型用の非吸水性シー
トの一例を示す斜視図である。FIG. 1 is a perspective view showing an example of a non-water-absorbent sheet for molding an uneven surface used in the present invention.
【図2】本発明に係る表面に凹凸を有するコンクリート
構造体の施工法を説明するための要部の縦断側面図であ
る。FIG. 2 is a vertical cross-sectional side view of an essential part for explaining a construction method of a concrete structure having unevenness on the surface according to the present invention.
【図3】図2に続く施工手順の説明図である。FIG. 3 is an explanatory diagram of a construction procedure subsequent to FIG.
【図4】図3に続く施工手順の説明図である。FIG. 4 is an explanatory diagram of a construction procedure subsequent to FIG.
【図5】図4に続く施工手順の説明図である。FIG. 5 is an explanatory view of a construction procedure following FIG.
【図6】本発明の他の実施例を示す要部の縦断側面図で
ある。FIG. 6 is a vertical cross-sectional side view of essential parts showing another embodiment of the present invention.
【図7】図6に続く施工手順の説明図である。FIG. 7 is an explanatory diagram of a construction procedure following FIG.
【図8】図7に続く施工手順の説明図である。8 is an explanatory diagram of a construction procedure following FIG.
【図9】図8に続く施工手順の説明図である。FIG. 9 is an explanatory diagram of a construction procedure subsequent to FIG.
1…凹凸面成型用の非吸水性シート 2…型枠 3…コンクリート a’,b’…凹凸 DESCRIPTION OF SYMBOLS 1 ... Non-water-absorbent sheet for molding uneven surface 2 ... Formwork 3 ... Concrete a ', b' ... Unevenness
Claims (1)
内面に取り付けた状態で型枠内にコンクリートを打設
し、当該コンクリートの硬化後、前記非吸水性シートを
残置させたまま型枠を撤去し、しかる後、前記非吸水性
シートを撤去して表面に凹凸を有するコンクリート構造
体を構築することを特徴とする表面に凹凸を有するコン
クリート構造体の施工法。Claim: What is claimed is: 1. Non-water-absorbent sheet for molding uneven surface is placed in the mold with the non-water-absorbent sheet attached to the inner surface of the mold. The formwork is removed with the sheet left, and thereafter, the non-water-absorbing sheet is removed to construct a concrete structure having unevenness on the surface.Construction of a concrete structure having unevenness on the surface. Law.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3185599A JPH0510025A (en) | 1991-06-28 | 1991-06-28 | Constructing method for concrete structural-body having rugged section on surface |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3185599A JPH0510025A (en) | 1991-06-28 | 1991-06-28 | Constructing method for concrete structural-body having rugged section on surface |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0510025A true JPH0510025A (en) | 1993-01-19 |
Family
ID=16173623
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3185599A Pending JPH0510025A (en) | 1991-06-28 | 1991-06-28 | Constructing method for concrete structural-body having rugged section on surface |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0510025A (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5133339A (en) * | 1975-07-18 | 1976-03-22 | Matsushita Electric Ind Co Ltd | KOSHUHAKANETSUKI |
JPH01158178A (en) * | 1987-09-07 | 1989-06-21 | Katsura Kenji | Lining sheet for sheathing board in concrete formwork and sheathing board and concrete formwork |
-
1991
- 1991-06-28 JP JP3185599A patent/JPH0510025A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5133339A (en) * | 1975-07-18 | 1976-03-22 | Matsushita Electric Ind Co Ltd | KOSHUHAKANETSUKI |
JPH01158178A (en) * | 1987-09-07 | 1989-06-21 | Katsura Kenji | Lining sheet for sheathing board in concrete formwork and sheathing board and concrete formwork |
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