JPH09195510A - Surfacing material for form - Google Patents

Surfacing material for form

Info

Publication number
JPH09195510A
JPH09195510A JP501596A JP501596A JPH09195510A JP H09195510 A JPH09195510 A JP H09195510A JP 501596 A JP501596 A JP 501596A JP 501596 A JP501596 A JP 501596A JP H09195510 A JPH09195510 A JP H09195510A
Authority
JP
Japan
Prior art keywords
concrete
forms
surface material
mold
retarder
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
Application number
JP501596A
Other languages
Japanese (ja)
Other versions
JP3047804B2 (en
Inventor
Yoshitoshi Minato
嘉利 湊
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP8005015A priority Critical patent/JP3047804B2/en
Publication of JPH09195510A publication Critical patent/JPH09195510A/en
Application granted granted Critical
Publication of JP3047804B2 publication Critical patent/JP3047804B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Abstract

PROBLEM TO BE SOLVED: To decrease adhesion of concrete to forms. SOLUTION: In a slip-form method, a pair of forms 10 arranged oppositely are used. The forms 10 are supported with a yoke 12. The yoke 12 is supported with a lifting jack 18 attached to a rod 16 buried in a reinforced concrete building frame 14 to be built, and as the jack 18 is operated, the forms 10 are lifted together with the yoke 12. On constructing a towerlike structure, concrete is cast continuously into a paired forms 10 while the forms 10 are moved upward with the jack 18 operated. Surfacing material 20 is formed and fixed beforehand all over the inner surfaces of the forms 10 contacting with the cast concrete. The surfacing material 20 is composed of a powdery retarder and a binder that holds and fixes the retarder to the contacting surface contacting with concrete of the forms 10.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】この発明は、コンクリートを
打設する際に用いられる型枠の表面材に関し、特に、型
枠とコンクリートとの間の剥離性を改善する技術に関す
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a surface material of a mold used for pouring concrete, and more particularly to a technique for improving the peelability between the mold and the concrete.

【0002】[0002]

【従来の技術】コンクリート構造物を構築する場合に
は、通常、鉄筋を組立て、その外周を囲繞するようにし
て型枠を組立てた後に、型枠で隔成した部分にコンクリ
ートの打設を行ない、打設されたコンクリートが硬化し
た後に、型枠を取り外すことで施工される。このとき、
コンクリートと型枠との剥離性を良くするために、通
常、型枠がコンクリートと接触する面に、グリスなどの
油性表面材を塗布している。
2. Description of the Related Art In the case of constructing a concrete structure, usually, after reinforcing bars are assembled and the form frame is assembled so as to surround the outer periphery thereof, concrete is placed in the part separated by the form frame. After the cast concrete is hardened, it is constructed by removing the formwork. At this time,
In order to improve the peelability between the concrete and the form, an oily surface material such as grease is usually applied to the surface of the form that contacts the concrete.

【0003】しかしながら、このような従来の型枠用表
面材には、以下に説明する技術的な課題があった。
However, such a conventional surface material for a mold has the technical problems described below.

【0004】[0004]

【発明が解決しようとする課題】すなわち、上述したよ
うな従来の型枠用表面材は、コンクリートと型枠とが直
接接触しないことで剥離性を確保するものであるが、1
回使用すると、油性表面材がコンクリート面に付着し
て、その剥離機能を殆ど消失してしまうので、コンクリ
ートを打設する度毎に表面材の塗布作業が必要になる。
That is, in the conventional surface material for a mold as described above, the concrete and the mold are not in direct contact with each other to ensure peelability.
When it is used again, the oily surface material adheres to the concrete surface and its peeling function is almost lost. Therefore, it is necessary to apply the surface material each time the concrete is placed.

【0005】また、例えば、型枠をスライドさせてコン
クリート構造物を構築する場合には、スライドにより表
面材が磨耗して、コンクリートと型枠との間の剥離性が
悪化し、無理に脱型すると、コンクリート表層部にクラ
ックや欠落が生じるという問題もあった。本発明は、こ
のような従来の問題点に鑑みてなされたものであって、
その目的とするところは、剥離性の悪化に伴う問題が解
決できる型枠用表面材を提供することにある。
Further, for example, when a concrete structure is constructed by sliding a mold, the surface material is worn by the slide, the peeling property between the concrete and the mold is deteriorated, and the mold is forcibly removed. Then, there was also a problem that cracks or chipping would occur in the concrete surface layer. The present invention has been made in view of such conventional problems,
It is an object of the invention to provide a surface material for a mold which can solve the problems associated with the deterioration of peelability.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するため
に、本発明は、型枠のコンクリート接触面に形成される
型枠用表面材において、前記表面材を、粉末状の凝結遅
延物質と、この凝結遅延物質を保持して、前記型枠に固
着されるバインダーとで構成した。この構成によれば、
表面材に含まれている凝結遅延物質が打設されたコンク
リートと接触することにより、コンクリートの硬化を遅
延させるので、コンクリートの付着力が長時間に渡って
低下する。表面材のバインダーおよび凝結遅延物質が磨
耗すると、新たな凝結遅延物質が露出し、表面材が型枠
に残っていれば、コンクリートの硬化を遅延させる。前
記凝結遅延物質は、酸化亜鉛やほう砂などの無機粉末か
ら選択することができる。また、前記バインダーは、エ
ポキシ樹脂やウレタン樹脂などの合成樹脂から選択する
ことができる。表面材の厚みは、凝結遅延物質の量と、
型枠の転用回数などを勘案して適宜設定され、例えば、
1〜2mm程度に設定する。
In order to achieve the above object, the present invention provides a mold surface material formed on a concrete contact surface of a mold, wherein the surface material is a powdered set retarder. And a binder that holds the setting retarder and is fixed to the mold. According to this configuration,
When the setting retarder contained in the surface material comes into contact with the cast concrete, the hardening of the concrete is delayed, so that the adhesive force of the concrete decreases over a long period of time. As the binder and set retarder of the surfacing material wear away, new set retarder is exposed and if the surfacing remains on the form, it delays the setting of the concrete. The set retarder can be selected from inorganic powders such as zinc oxide and borax. Further, the binder can be selected from synthetic resins such as epoxy resin and urethane resin. The thickness of the surface material depends on the amount of the set retarder,
It is set appropriately in consideration of the number of times the formwork is diverted, for example,
It is set to about 1 to 2 mm.

【0007】[0007]

【発明の実施の形態】以下、本発明の好適な実施の形態
について、添付図面に基づいて詳細に説明する。図1
は、本発明にかかる型枠用表面材の一実施例を示してい
る。同図に示す表面材は、本発明をスリップフォーム工
法で使用する型枠に適用した場合であって、スリップフ
ォーム工法では、対向配置される一対の型枠10が使用
される。この型枠10は、周方向に隣接して環状に配置
される。型枠10は、門型のヨーク12に支持されてい
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the present invention will be described below in detail with reference to the accompanying drawings. FIG.
Shows an example of a surface material for a mold according to the present invention. The surface material shown in the figure is a case where the present invention is applied to a mold used in the slipform construction method, and in the slipform construction method, a pair of molds 10 arranged to face each other is used. The formwork 10 is arranged in a ring shape adjacent to each other in the circumferential direction. The formwork 10 is supported by a gate-shaped yoke 12.

【0008】ヨーク12は、構築される鉄筋コンクリー
ト躯体14に埋設されるロッド16に取り付けられた上
昇用ジャッキ18に支持されていて、尺取り虫状に上昇
移動するジャッキ18を駆動すると、型枠10は、ヨー
ク12とともに上昇する。搭状構造物を構築する際に
は、ジャッキ18を駆動して、型枠10を上昇移動させ
ながら、一対の型枠10間に連続的にコンクリートが打
設される。
The yoke 12 is supported by an ascending jack 18 attached to a rod 16 embedded in a reinforced concrete skeleton 14 to be constructed. Ascends with the yoke 12. When constructing the mounting structure, concrete is continuously placed between the pair of molds 10 while driving the jack 18 to move the molds 10 upward.

【0009】このようなスリップフォーム工法としての
基本的な構成は、従来のこの種の工法と同じであるが、
本実施例のスリップフォーム工法には、以下に説明する
点に顕著な特徴がある。すなわち、打設されたコンクリ
ートと接触する型枠10の内面の全面に渡って表面材2
0が予め固着形成されている。この表面材20は、凝結
遅延物質とバインダーとから構成されている。
The basic construction of such a slip-form construction method is the same as the conventional construction method of this type,
The slip-form construction method of the present embodiment has remarkable features in the following points. That is, the surface material 2 is spread over the entire inner surface of the mold 10 that comes into contact with the cast concrete.
0 is fixedly formed in advance. The surface material 20 is composed of a setting retarder and a binder.

【0010】凝結遅延物質は、例えば、酸化亜鉛やほう
砂などの無機粉末から選択され、バインダーは、エポキ
シ樹脂やウレタン樹脂などの合成樹脂や、水ガラスなど
の無機塗料などから選択される。凝結遅延物質とバイン
ダーとの混合比率は、構築する搭状構造物の高さや、型
枠10の上昇速度などを勘案して、適宜選択されるが、
例えば、凝結遅延物質がバインダーに対して、重量比で
50〜120%程度含まれていればよい。また、表面材
20の厚みに特に制限はないが、凝結遅延物質の量と、
構築する搭状構造物の高さと、型枠10の上昇速度とを
勘案して適宜設定され、例えば、1〜2mm程度に設定
すればよい。
The set retarder is selected from inorganic powders such as zinc oxide and borax, and the binder is selected from synthetic resins such as epoxy resin and urethane resin and inorganic coatings such as water glass. The mixing ratio of the setting retarder and the binder is appropriately selected in consideration of the height of the column-shaped structure to be constructed, the rising speed of the mold 10, and the like,
For example, the setting retarder may be contained in the binder in a weight ratio of about 50 to 120%. In addition, the thickness of the surface material 20 is not particularly limited,
It is appropriately set in consideration of the height of the building structure to be constructed and the rising speed of the mold 10, and may be set to, for example, about 1 to 2 mm.

【0011】さて、以上のようにして行なわれるスリッ
プフォーム工法においては、打設されたコンクリートが
接触する型枠10の内面に表面材20が固着形成されて
いるので、コンクリートを型枠10間に打設すると、表
面材20の外表面に露出している凝結遅延物質がコンク
リートに接触する。このため、形成されるコンクリート
躯体14の外および内表面部が局部的な凝結遅延を起こ
し、この部分のコンクリートの硬化を遅延させる。
In the slip-form construction method carried out as described above, since the surface material 20 is fixedly formed on the inner surface of the mold 10 with which the cast concrete comes into contact, the concrete is placed between the molds 10. When cast, the set retarding material exposed on the outer surface of the surface material 20 comes into contact with the concrete. Therefore, the outer and inner surface portions of the concrete skeleton 14 to be formed cause a local setting delay and delay the hardening of the concrete in this portion.

【0012】型枠10は、連続的なコンクリートの打設
とともにジャッキ18により上昇移動されるが、この移
動に伴って表面材20のバインダーが摩擦により削ら
れ、バインダーが磨耗すると、表面材20に含まれてい
る凝結遅延物質が新たに露出するので、コンクリートの
硬化遅延効果は、その後も維持されるので、コンクリー
トの付着力が長時間に渡って低下する。
The mold 10 is moved up by the jack 18 as the concrete is continuously cast, and the binder of the surface material 20 is scraped away by friction due to this movement. Since the setting retarder contained is newly exposed, the hardening retarding effect of the concrete is maintained thereafter, so that the adhesive force of the concrete decreases over a long period of time.

【0013】従って、従来のこの種の工法のように、打
設されたコンクリート中のセメント粒子が、型枠10面
に徐々に付着して、塊状に成長して、構築される構造物
の表面に凹条痕が発生するという問題が発生せず、しか
も、型枠10の上昇を長時間停止しても、その後に型枠
10を容易に上昇させることができる。本発明者らは、
上述した表面材20の作用効果を確認するために、以下
に説明するような条件でコンクリートの剪断付着力試験
を行った。図2は、この時の剪断付着力試験で使用した
試料の説明図である。試料は、型枠10の材料として使
用されている鉄板Aを準備し、研磨した鉄板A上に直接
モルタルBを付着させたものと、鉄板Aの表面にエポキ
シ系塗料を塗布して硬化させた後に研磨した面上にモル
タルBを付着させたもの、および、鉄板Aの表面に凝結
遅延物質とバインダーとからなる表面材を固着形成した
面上にモルタルBを付着させたものの3種類を準備し
た。
Therefore, as in the conventional construction method of this kind, the cement particles in the cast concrete gradually adhere to the surface of the mold 10 and grow in a lump form, thereby forming the surface of the structure. There is no problem that a concave streak is generated in the mold, and even if the rising of the mold 10 is stopped for a long time, the mold 10 can be easily raised after that. We have
In order to confirm the action and effect of the surface material 20 described above, a shear adhesion test of concrete was performed under the conditions described below. FIG. 2 is an explanatory diagram of the sample used in the shear adhesion test at this time. The sample was prepared by preparing an iron plate A used as a material for the mold 10 and directly adhering mortar B on the polished iron plate A, and by applying an epoxy-based paint on the surface of the iron plate A and curing it. Three types were prepared: one with mortar B adhered on the surface that was later polished, and one with mortar B adhered on the surface on which a surface material consisting of a setting retarder and a binder was fixedly formed on the surface of iron plate A. .

【0014】表面材の凝結遅延物質には、塩化亜鉛の粉
末を使用し、バインダーには、主剤と硬化材との比が
2:1の2液混合型のエポキシ樹脂を使用し、亜鉛粉末
は、エポキシ樹脂に対して、重量比で80%加えて混合
した。この混合物を鉄板Aの表面に常温で塗布して硬化
させ、その表面を研磨した。形成された表面材の厚み
は、概略2mm程度であった。
Zinc chloride powder is used as the setting retarder of the surface material, and a two-component mixed epoxy resin having a ratio of the main agent to the curing material of 2: 1 is used as the binder. , 80% by weight to the epoxy resin was added and mixed. This mixture was applied to the surface of the iron plate A at room temperature to cure it, and the surface was polished. The thickness of the formed surface material was about 2 mm.

【0015】モルタルBは、普通ポルトランドセメント
と5mm以下の川砂とを使用し、これらを小型のミキサ
ーにより約1分30秒空練りし、加水後2分間混練し
た。このときの水セメント比は、50%に設定した。こ
のようにして作成したモルタルBは、断面積が5×5c
mの角形になるように、鉄板Aの上に設置した枠C内に
充填して、打設直後から4時間毎に剪断付着力を測定し
た。
As the mortar B, ordinary Portland cement and river sand having a size of 5 mm or less were used. These were kneaded by a small mixer for about 1 minute and 30 seconds, and after kneading, they were kneaded for 2 minutes. The water cement ratio at this time was set to 50%. Mortar B prepared in this way has a cross-sectional area of 5 x 5c.
It was filled in a frame C installed on the iron plate A so as to have a rectangular shape of m, and the shear adhesive force was measured every 4 hours immediately after the placing.

【0016】モルタルBの養生は、枠Cの上面にフィル
ムを貼付して気密養生になるようにした。剪断付着力の
測定は、モルタルBを固定し、鉄板Aを水平方向に引っ
張り、モルタルBが鉄板Aから離脱したときの引っ張り
力を測定し、この測定値から単位面積当たりの付着力を
求めた。図3にこの時の剪断付着力試験の試験結果を示
している。同図から明らかなように、鉄板Aに直接モル
タルBを付着した場合、および、鉄板Aの表面にエポキ
シ樹脂塗装を施し、この塗装面にモルタルBを付着させ
た場合のいずれもが時間の経過とともに剪断付着力が大
きく上昇しているのに対して、鉄板Aの表面に塩化亜鉛
の粉末とエポキシ樹脂とからなる表面材を形成すると、
モルタルBを24時間養生した後においても、モルタル
Bの剪断付着力は、殆ど0になることが確認された。
The mortar B was cured by applying a film on the upper surface of the frame C so that the mortar B was cured in an airtight manner. The shear adhesive force was measured by fixing the mortar B, pulling the iron plate A in the horizontal direction, measuring the tensile force when the mortar B was detached from the iron plate A, and obtaining the adhesive force per unit area from the measured value. . FIG. 3 shows the test results of the shear adhesion test at this time. As is clear from the figure, both the time when the mortar B was directly adhered to the iron plate A and the case where the surface of the iron plate A was coated with an epoxy resin and the mortar B was adhered to this coated surface, the passage of time While the shear adhesive strength is greatly increased, when a surface material made of zinc chloride powder and epoxy resin is formed on the surface of the iron plate A,
It was confirmed that even after the mortar B was cured for 24 hours, the shear adhesive force of the mortar B was almost zero.

【0017】なお、上記試験では、亜鉛粉末とエポキシ
樹脂の組み合わせからなる表面材の付着力を測定したも
のを例示したが、ほう砂とエポキシ樹脂との組み合わせ
でも同様な効果が得られることを確認している。また、
上記実施例では、本発明にかかる表面材20をスリップ
フォーム用型枠10の内面に固着した場合を例示した
が、本発明の実施は、この工法に限定されることはな
く、型枠を使用してコンクリート構造物を形成する場合
には、移動させる場合だけでなく、静置する場合を含め
て適用することができる。
In the above test, the adhesion of a surface material made of a combination of zinc powder and an epoxy resin was measured, but it was confirmed that the same effect could be obtained by a combination of borax and an epoxy resin. doing. Also,
In the above embodiment, the case where the surface material 20 according to the present invention is fixed to the inner surface of the slip-form mold 10 has been exemplified, but the practice of the present invention is not limited to this construction method, and a mold is used. When forming a concrete structure by applying the method, it can be applied not only when it is moved but also when it is allowed to stand.

【0018】[0018]

【発明の効果】以上、実施例で詳細に説明したように、
本発明にかかる型枠用表面材によれば、以下の効果が得
られる。 型枠表面へのコンクリート付着が防止されるので、付
着に伴うクラックや欠落が発生しない。 表面材の剥離機能は、長期間維持されるので、塗布作
業が大幅に低減される。 凝結が遅延されるコンクリートは、表面の局部的な部
分だけなので、構築物のコンクリート強度に影響を及ぼ
すこともない。
As described above in detail in the embodiments,
According to the mold surface material of the present invention, the following effects can be obtained. Since the concrete is prevented from adhering to the surface of the form, cracks and chipping due to the adhering do not occur. Since the peeling function of the surface material is maintained for a long period of time, the coating work is greatly reduced. Since the settling delayed concrete is only a local part of the surface, it does not affect the concrete strength of the structure.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明にかかる表面材を使用した型枠をスリッ
プフォーム工法に採用した際の実施状態の説明図であ
る。
FIG. 1 is an explanatory diagram of an implementation state when a mold using a surface material according to the present invention is adopted in a slipform method.

【図2】本発明で使用する表面材の剪断付着力を測定し
た際の測定状態の説明図である。
FIG. 2 is an explanatory diagram of a measurement state when the shear adhesive force of the surface material used in the present invention is measured.

【図3】図2に示した剪断付着力試験の試験結果を示す
グラフである。
FIG. 3 is a graph showing test results of the shear adhesion test shown in FIG.

【符号の説明】[Explanation of symbols]

10 型枠 12 ヨーク 14 コンクリート躯体 16 ロッド 18 上昇用ジャッキ 20 表面材 10 Formwork 12 Yoke 14 Concrete Body 16 Rod 18 Lifting Jack 20 Surface Material

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 型枠のコンクリート接触面に形成される
型枠用表面材において、 前記表面材は、粉末状の凝結遅延物質と、この凝結遅延
物質を保持して、前記型枠に固着されるバインダーとで
構成したことを特徴とする型枠用表面材。
1. A surface material for a mold formed on a concrete contact surface of the mold, wherein the surface material is a powdery set retarder and holds the set retarder and is fixed to the form. A surface material for a formwork, which is composed of a binder.
【請求項2】 前記凝結遅延物質は、酸化亜鉛やほう砂
などの無機粉末から選択されることを特徴とする請求項
1記載の型枠用表面材。
2. The surface material for a mold according to claim 1, wherein the setting retarder is selected from inorganic powders such as zinc oxide and borax.
【請求項3】 前記バインダーは、エポキシ樹脂やウレ
タン樹脂などの合成樹脂から選択されることを特徴とす
る請求項1または2記載の型枠用表面材。
3. The surface material for a mold according to claim 1, wherein the binder is selected from synthetic resins such as epoxy resin and urethane resin.
JP8005015A 1996-01-16 1996-01-16 Surface materials for formwork Expired - Lifetime JP3047804B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8005015A JP3047804B2 (en) 1996-01-16 1996-01-16 Surface materials for formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8005015A JP3047804B2 (en) 1996-01-16 1996-01-16 Surface materials for formwork

Publications (2)

Publication Number Publication Date
JPH09195510A true JPH09195510A (en) 1997-07-29
JP3047804B2 JP3047804B2 (en) 2000-06-05

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ID=11599711

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP3047804B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007216667A (en) * 2006-01-20 2007-08-30 Oriental Construction Co Ltd Paint for retarding cement setting, method for treating concrete surface, and method for manufacturing concrete structure
JP2008156131A (en) * 2006-12-21 2008-07-10 Oriental Shiraishi Corp Spray liquid for cement setting retardation, method of treating concrete surface and method of manufacturing concrete structure
KR20230034564A (en) * 2021-09-03 2023-03-10 주식회사 포스코건설 Low friction mold for slipform, slipform structure system, and phased wall construction method using the same
KR20230092231A (en) * 2021-12-17 2023-06-26 진형건설 주식회사 Slip-form structure having a device for preventing deflection of reinforcing bars and a device for applying form panel release agents

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007216667A (en) * 2006-01-20 2007-08-30 Oriental Construction Co Ltd Paint for retarding cement setting, method for treating concrete surface, and method for manufacturing concrete structure
JP2008156131A (en) * 2006-12-21 2008-07-10 Oriental Shiraishi Corp Spray liquid for cement setting retardation, method of treating concrete surface and method of manufacturing concrete structure
KR20230034564A (en) * 2021-09-03 2023-03-10 주식회사 포스코건설 Low friction mold for slipform, slipform structure system, and phased wall construction method using the same
KR20230092231A (en) * 2021-12-17 2023-06-26 진형건설 주식회사 Slip-form structure having a device for preventing deflection of reinforcing bars and a device for applying form panel release agents

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