JPS602305A - Formwork-panel made of metal for concrete having excellent mold release characteristic - Google Patents

Formwork-panel made of metal for concrete having excellent mold release characteristic

Info

Publication number
JPS602305A
JPS602305A JP11009183A JP11009183A JPS602305A JP S602305 A JPS602305 A JP S602305A JP 11009183 A JP11009183 A JP 11009183A JP 11009183 A JP11009183 A JP 11009183A JP S602305 A JPS602305 A JP S602305A
Authority
JP
Japan
Prior art keywords
concrete
formwork
weight
metal
parts
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
JP11009183A
Other languages
Japanese (ja)
Other versions
JPH0322805B2 (en
Inventor
山内 旦充
会田 博昭
勝美 矢野
鵜飼 謙二
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.)
Eneos Corp
Original Assignee
Nippon Petrochemicals Co Ltd
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 Nippon Petrochemicals Co Ltd filed Critical Nippon Petrochemicals Co Ltd
Priority to JP11009183A priority Critical patent/JPS602305A/en
Publication of JPS602305A publication Critical patent/JPS602305A/en
Publication of JPH0322805B2 publication Critical patent/JPH0322805B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

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】 本発明は離型性良好なコンクリート用金属製型枠・パネ
ルに関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a metal formwork/panel for concrete that has good mold releasability.

更に詳しくはコンクリート用金属製型枠・パネルの少な
くともコンクリートどの接触面に、(A)不飽和カルボ
ン酸またはその誘導体を5重量%以下付加させた変性ポ
リオレフィン樹脂10〜go11部と(B)未変性ポリ
オレフィン樹脂90〜20重量部とからなり、不飽和カ
ルボン酸またはその誘導体0.01〜460重量%を含
有した組成物を積層してなるもので、コンクリートとの
剥離性がよく、平滑で美しいコンクリート面を提供しう
る型枠・パネルに関する。
More specifically, (A) 10 to 11 parts of a modified polyolefin resin to which 5% by weight or less of an unsaturated carboxylic acid or a derivative thereof has been added and (B) an unmodified polyolefin resin are added to at least the contact surface of the metal formwork/panel for concrete with the concrete. It is made by laminating a composition consisting of 90 to 20 parts by weight of a polyolefin resin and 0.01 to 460 parts by weight of an unsaturated carboxylic acid or its derivative, and has good peelability from concrete and produces smooth and beautiful concrete. It relates to formwork and panels that can provide surfaces.

従来、コンクリートの型枠・パネルは、合板、パーティ
クルボード等からなる木製の型枠・パネルと普通鋼、含
銅鋼または亜鉛メッキ鋼、アルミニウム等からなる金属
製の型枠・パネルとに大別される。
Conventionally, concrete formwork and panels are broadly divided into wooden formwork and panels made of plywood, particle board, etc., and metal formwork and panels made of ordinary steel, copper-containing steel, galvanized steel, aluminum, etc. be done.

上記ベニヤ合板等の木製型枠・パネルは安価である等の
利点を生かし、通常は合板面に離型剤もしくはウレタン
系、アクリル系、エポキシ系等の塗料を塗布して用いら
れているが、コンクリート成型品の寸法安定性が悪く、
耐久性に劣るという欠点を有する。
Wooden forms and panels such as the veneer plywood mentioned above are usually used by applying a mold release agent or paint such as urethane, acrylic, or epoxy to the plywood surface, taking advantage of their low cost. The dimensional stability of concrete molded products is poor;
It has the disadvantage of poor durability.

一方、金属製の型枠・パネルは木製に比し、高価である
が、寸法安定性に優れ、耐久性があるという長所を有し
ており、特に型枠に用いた場合においては転用回数が飛
躍的に伸びるという優位性を発揮する。
On the other hand, metal formwork and panels are more expensive than wooden ones, but they have the advantage of superior dimensional stability and durability, and especially when used for formwork, they can be reused many times. Demonstrates the advantage of rapid growth.

しかしながら、上記金属製の型枠・パネルも木製型枠・
パネルと同様に離型性が悪く、コンクリート成型品の仕
上り表面が悪い等という問題を有している。
However, the metal formwork and panels mentioned above are also wooden formwork and
Similar to panels, it has problems such as poor mold releasability and poor finished surface of concrete molded products.

上記問題点を解決する方法として、一つには離型剤を塗
布する方法がある。しかしながら離型剤の管理、塗布の
煩雑さあるいはコンクリート成型品表面の品質などに影
響を与える等の問題が生じる。
One method for solving the above problems is to apply a mold release agent. However, problems arise, such as the control of the mold release agent, the complexity of application, and the impact on the quality of the surface of the concrete molded product.

また別の方法としては、金属製型枠・パネル表面に接着
剤等を介在して合成樹脂被膜を形成する方法がある。し
かし、接着剤を使用しなければならないので煩雑な工程
が多いばかりでなく、2層構造となるので経済的にも問
題点を有しでいる。
Another method is to form a synthetic resin coating on the surface of a metal formwork or panel using an adhesive or the like. However, since it requires the use of an adhesive, it not only involves many complicated steps, but also has economical problems because it has a two-layer structure.

また上記接着剤の代わりに接着性ポリオレフィン樹脂を
用いたものとして特開昭!14−162823号公報あ
るいは実開昭57−109147号公報がある。しかし
ながら、前者においては上記接着剤と同様の欠点を有し
、後者においては離型性に難点を有している。
In addition, JP-A-Sho! uses an adhesive polyolefin resin instead of the above adhesive. 14-162823 or Japanese Utility Model Application Laid-Open No. 57-109147. However, the former has the same drawbacks as the above-mentioned adhesive, and the latter has difficulty in releasability.

本発明者ら上記の問題点を鑑み、離型性、平滑性、耐久
性、堅牢性等の特性に優れるコンクリート用金属製型枠
・パネルを提供することを目的とし、鋭意検討した結果
、本発明に至った。
In view of the above-mentioned problems, the inventors of the present invention have conducted extensive studies with the aim of providing metal forms and panels for concrete that have excellent characteristics such as releasability, smoothness, durability, and robustness. This led to the invention.

すなわら、本発明はコンクリート用金属製型枠・パネル
の少なくともコンクリートとの接触面に、(A)不飽和
カルボン酸またはその誘導体を5重量%以下付加させた
変性ポリオレフィン樹脂10〜80型組部と(E3)未
変性ポリオレフィン樹脂90〜20重量部とからなり、
不飽和カルボン酸またはその誘導体0.01〜4重量%
を含有した組成物を積層してなるコンクリ−1〜用金属
製型枠・パネルを提供づるものである。
In other words, the present invention provides molds 10 to 80 of a modified polyolefin resin to which (A) unsaturated carboxylic acid or a derivative thereof is added in an amount of 5% by weight or less, at least on the contact surface with concrete of a metal formwork/panel for concrete. and (E3) 90 to 20 parts by weight of unmodified polyolefin resin,
Unsaturated carboxylic acid or its derivative 0.01-4% by weight
The present invention provides a metal formwork/panel for concrete, which is formed by laminating a composition containing the following.

本発明で使用づ゛るポリオレフィン<;I脂とは(L(
、中、高密度ポリエチレン、ポリプロピレン、ポリブテ
ン−1、ポリ・ 4・メチル・ペンテン−1等の単独重
合体、エチレン、プロピレンを主成分とり−る他のα−
Aレフインまたは極性上ツマ−との共重合体、例えば、
エチレン−プロピレン共重合体、■ヂレンーブテンー 
1共用合体、1チレンーヘキセン−1共重合体、エチレ
ン−4・メチル・ペンテン−1共重合体、エチレン−オ
クテン−1共重合体あるいはプロピレン−エチレン共重
合体、プロピレン−ブテン−1共重合体または1チレン
−I!l1flQビニル共重合体、エチレン−アクリル
酸其手合体および/またはそれらの混合物が挙げられる
What is the polyolefin <;I fat used in the present invention (L(
, medium- and high-density polyethylene, polypropylene, homopolymers such as polybutene-1, poly-4-methyl-pentene-1, and other α-polymers whose main components are ethylene and propylene.
Copolymers with A-refins or polar supermers, e.g.
Ethylene-propylene copolymer, ■Dylene-butene
1 copolymer, 1 ethylene-hexene-1 copolymer, ethylene-4-methyl-pentene-1 copolymer, ethylene-octene-1 copolymer or propylene-ethylene copolymer, propylene-butene-1 copolymer or 1 tyrene-I! Examples include l1flQ vinyl copolymer, ethylene-acrylic acid monomer, and/or mixtures thereof.

一方、金属製型枠・パネルとしCは酋通鋼、含m鋼、亜
鉛メッキ鋼等の鋼製、アルミニウム製、銅製、亜鉛製、
黄銅製等の合金製等が挙けられる。
On the other hand, metal formwork/panel C is made of steel such as steel, aluminum-containing steel, galvanized steel, aluminum, copper, zinc, etc.
Examples include alloys such as brass.

また本発明の変(’Iポリオレフィン樹脂とは、上記ポ
リオレノイン481脂に不飽和カルボン酸またはその誘
導体を5重量%以下を反応せしめたもので、該不飽和カ
ルボン酸またはその誘導体としてはカルボン酸基、酸無
水物基、エステル基、カルボン酸アミド基、カルボン酸
金属塩等を右する不飽和化合物等で、具体的にはアクリ
ル酸、アクリル酸エステル、メタクリル酸、メタクリル
酸エステル等の一塩基酸類やマレイン酸、フマル酸、イ
タコン酸、無水マレイン酸、無水イタコン酸、マレイン
酸モノメチルエステル、マレイン酸ジエチルエステル、
フマル酸モノメヂルエスデル等の二ml酸類等が挙げら
れ、特に無水マイレン酸が好ましい。上記不飽和カルボ
ン酸またはその誘導体の付加量は5.0重量%以下、好
ましくは0.1〜4.0重量%の範囲で選択される。該
不飽和カルボン酸またはその誘導体の付加量が5.0重
φ%を越える場合においてはグル化反応が進み、樹脂の
劣化、着色が起るので好ましくない。
In addition, the modified ('I) polyolefin resin of the present invention is one obtained by reacting the polyolenoin 481 resin with an unsaturated carboxylic acid or its derivative in an amount of 5% by weight or less, and the unsaturated carboxylic acid or its derivative contains a carboxylic acid group. , acid anhydride groups, ester groups, carboxylic acid amide groups, carboxylic acid metal salts, etc., and specifically monobasic acids such as acrylic acid, acrylic esters, methacrylic acid, and methacrylic esters. and maleic acid, fumaric acid, itaconic acid, maleic anhydride, itaconic anhydride, maleic acid monomethyl ester, maleic acid diethyl ester,
Examples include 2ml acids such as monomedyl ester fumarate, and maleic anhydride is particularly preferred. The amount of the unsaturated carboxylic acid or its derivative added is selected to be 5.0% by weight or less, preferably from 0.1 to 4.0% by weight. If the amount of the unsaturated carboxylic acid or its derivative exceeds 5.0 wt.

上記ポリオレフィン系樹脂に不飽和カルボン酸を付加さ
せ変性ポリオレフィン樹脂を得る方法は公知の方法で良
く、例えばバンバリーミキサ−または押出機等の中で溶
融させたポリオレフィン樹脂に、無水マレイン酸等の不
飽和カルボン酸またはその誘導体および有機過酸化物を
加えて混合反応させることにより得ることができる。ま
たキシレン等の溶媒中で上記組成物を反応させる方法等
任意の方法が選択される。
A known method may be used to obtain a modified polyolefin resin by adding an unsaturated carboxylic acid to the above-mentioned polyolefin resin. For example, an unsaturated carboxylic acid such as maleic anhydride is added to a polyolefin resin melted in a Banbury mixer or an extruder, etc. It can be obtained by adding a carboxylic acid or its derivative and an organic peroxide and carrying out a mixed reaction. Further, any method may be selected, such as a method of reacting the above composition in a solvent such as xylene.

本発明は上記変性ポリオレフィン樹脂10〜80重口部
、好ましくは15〜60重量部と未変性ポリオレフィン
樹脂90〜20重量部、好ましくは85〜40重量部を
混合させることが肝要であり、上記の様に混合させるこ
とにより金属との接着強度とコンクリートとの離型性を
同時に満足さIるとともに、従来の煩雑な工程を簡略化
し、経済的にも安価なものとなる。組成物中の変性ポリ
オレフィン樹脂の含有量が15重量部未満では接着強度
が低く、また変性ポリオレフィン樹脂の含有量が80重
量部を越えるとコンクリートとの離型性が劣り、しかも
コンクリートの表面状態が悪くなりそれぞれ好ましくな
い。
In the present invention, it is important to mix 10 to 80 parts by weight of the above-mentioned modified polyolefin resin, preferably 15 to 60 parts by weight, and 90 to 20 parts by weight, preferably 85 to 40 parts by weight of the unmodified polyolefin resin. By mixing them in the same manner, the adhesive strength with metal and the mold releasability with concrete can be satisfied at the same time, and the conventional complicated process can be simplified and the product can be made economically inexpensive. If the content of the modified polyolefin resin in the composition is less than 15 parts by weight, the adhesive strength will be low, and if the content of the modified polyolefin resin exceeds 80 parts by weight, the mold releasability from concrete will be poor, and the surface condition of the concrete will deteriorate. Both are undesirable.

また、上記組成物中の不飽和カルボン酸またはその誘導
体の含有量は0.01〜4.OM量%であることが肝要
である。不飽和カルボン酸またはその誘導体の含有量が
0.01重量%未満においては金属との接着強度が弱い
。また4、0重D%を越える量の含有は接着強度の向上
が望めなく、経済的にコスト高となるばかりでなく場合
によってはゲル化を起す恐れを生じる。
Further, the content of the unsaturated carboxylic acid or its derivative in the above composition is 0.01 to 4. It is important that the amount of OM is %. When the content of unsaturated carboxylic acid or its derivative is less than 0.01% by weight, the adhesive strength with metal is weak. Further, if the content exceeds 4.0% by weight, no improvement in adhesive strength can be expected, which not only results in high economic costs, but also may cause gelation in some cases.

上記組成物の混合方法は特に限定されず、バンバリーミ
キサ−、ニーダ−1押出機等による溶融ブレンドあるい
はトライブレンド等任意の方法が選択できる。
The method of mixing the above composition is not particularly limited, and any method such as melt blending or triblending using a Banbury mixer, kneader 1 extruder, etc. can be selected.

また、上記組成物のメルトインデッグス(以下、単にM
lと称す)は0.5〜50(1/10分、好ましくは1
〜20’J 710分の範囲で選択される。上記MIが
o、5g /’io分未満においては被覆後の表面状態
が損なわれる恐れを生じ、Mlが50g/10分を越え
る場合においては被覆層の物性低下が著しく、耐久性、
堅牢性あるいは被覆加工時に樹脂の垂れ下り等の難点が
生じる恐れがある。
In addition, melt indexes of the above composition (hereinafter simply M
l) is 0.5 to 50 (1/10 min, preferably 1
Selected in the range of ~20'J710 minutes. If the above MI is less than 5 g/'io min, the surface condition after coating may be impaired, and if the Ml exceeds 50 g/10 min, the physical properties of the coating layer will be significantly deteriorated, resulting in poor durability and
Difficulties such as sagging of the resin may occur during robustness or coating processing.

上記組成物を金属製型枠またはパネルに積層する方法と
しては、該組成物をフィルムに成形し、予め加熱または
必要により化成処理した型枠またはパネルに積層し、溶
融接着させる方法、該組成物を粉末形状にして、静電塗
装払、流動浸漬法、粉末溶射法等により積層接着する方
法等の通例の積層方法で良く、該積層膜の厚さは50μ
I11〜5mm、好ましくは 100μm〜3mmの範
囲で積層されるのが良い。上記厚さが50μm未満にお
いては耐久性、堅牢性に難点を生じ、転用回数等に影響
をもたらず。一方、厚さが5n+mを越えると被覆時の
加工性が悪く、作業性も低下すると共に本発明の効果に
おいて何ら優位性を向上させるものではない。
Methods for laminating the above composition onto a metal formwork or panel include a method in which the composition is formed into a film, laminated onto a formwork or panel that has been previously heated or chemically treated if necessary, and fused and bonded; A common laminating method may be used, such as forming the powder into a powder and laminating it by electrostatic coating, fluidized dipping, powder spraying, etc., and the thickness of the laminated film is 50 μm.
It is preferable to laminate the layers in a range of I11 to 5 mm, preferably 100 μm to 3 mm. If the thickness is less than 50 μm, durability and robustness will be compromised, but the number of uses will not be affected. On the other hand, if the thickness exceeds 5n+m, the processability during coating is poor, the workability is also reduced, and the advantages of the present invention are not improved in any way.

また、本発明の組成物には本発明の目的を逸脱しない範
囲において、天然ゴムあるいは5BR1EPR,EPD
M等の合成ゴム、ワックス、可塑剤、充填剤、顔料、酸
化防止剤、紫外線吸収剤等の通例の充填材、添加剤を添
加しても差支えない。
In addition, the composition of the present invention may include natural rubber, 5BR1EPR, EPD, etc. without departing from the purpose of the present invention.
Conventional fillers and additives such as synthetic rubbers such as M, waxes, plasticizers, fillers, pigments, antioxidants, and ultraviolet absorbers may be added.

上述の様に本発明のコンクリート型枠・パネルは特定範
囲の変性ポリオレフィン樹脂と未変性ポリオレフィン樹
脂との混合組成物を使用覆ることにより、金属製型枠・
パネルとの接着性とコンクリートの離型性を同時に解決
したもので、従来のコンクリート型枠に比較して、 ■被覆加工が簡便で、作業性が良い、 ■離型性が良く、:Jンクリー1−成型品の仕上り表面
が平)着で美しい、 ■耐久性、堅牢性に富み、転用回数が大幅に上昇するの
で型枠とし−C更に優位1斗が発揮される、■耐水性、
耐薬品性、耐候性に優れるので型枠・パネルの表面に異
物の何着がなく、型枠・パネルの管理が容易である、 ■安価である、 等の多くの利点を有する。
As mentioned above, the concrete formwork/panel of the present invention is made of metal formwork/panel by coating with a mixed composition of a specific range of modified polyolefin resin and unmodified polyolefin resin.
It solves the problems of adhesion with the panel and releasability of concrete at the same time, and compared to conventional concrete formwork, it has the following advantages: ■ Easy coating process and good workability; ■ Good releasability. 1-The finished surface of the molded product is flat and beautiful, ■It is durable and robust, and the number of times it can be reused is greatly increased, so it can be used as a formwork.
Because it has excellent chemical resistance and weather resistance, it has many advantages such as no foreign matter on the surface of the formwork and panels, making it easy to manage the formwork and panels, and ■ being inexpensive.

以下、本発明を実施例および比較例により更に詳述する
Hereinafter, the present invention will be explained in more detail with reference to Examples and Comparative Examples.

実施例1〜5および比較例1〜2 高密度ポリエチレン(M I 5,3(1710分、密
度0.963g/cc、商品名二日石スタフレンE75
0(C)、日本石油化学■社製)100重量部に無水マ
レインM O,20重量部およびバーオキ−リイドとし
て2.5−ジメチル−2,5−ジー(ターシャリブチル
パーオキシ)ヘキシン−30,05重型部を添加し押出
機内で加熱混練して変性ポリエチレンを 得 lこ 。
Examples 1 to 5 and Comparative Examples 1 to 2 High-density polyethylene (M I 5,3 (1710 minutes, density 0.963 g/cc, trade name Nippatsu Stafrene E75)
0 (C), manufactured by Nippon Petrochemical Company), 100 parts by weight of anhydrous maleic M O, 20 parts by weight, and 2,5-dimethyl-2,5-di(tert-butylperoxy)hexyne-30 as a baroxylide. , 05 heavy weight part was added and heated and kneaded in an extruder to obtain modified polyethylene.

該変性ポリエチレンと上記高密度ポリエチレンとを第1
表に示す所定割合に均一混合した組成物を粉砕し、80
メツシユパスの粉末にした。
The modified polyethylene and the high density polyethylene are first
The composition was homogeneously mixed in the predetermined proportions shown in the table, pulverized, and
I made it into powdered Metsuyupas.

該粉末を5pcc鋼板に静電塗装法により300μmの
厚さにコーテイング後、加熱溶融して被覆膜を形成して
、該被覆層と鋼板の剥離強度を測定し、接着強度とした
。またコンクリートとの離型性およびコンクリートの表
面状態を評価した。それぞれの結果を第1表に示した。
A 5 pcc steel plate was coated with the powder to a thickness of 300 μm using an electrostatic coating method, and then heated and melted to form a coating film. The peel strength between the coating layer and the steel plate was measured and determined as adhesive strength. In addition, the releasability from concrete and the surface condition of concrete were evaluated. The results are shown in Table 1.

なa3、被覆条件、接着強度、コンクリ−1・との離型
性およびコンクリートの表面状態の測定は以下の通りで
ある。
Measurements of coating conditions, adhesive strength, mold releasability from concrete 1, and surface condition of concrete were as follows.

〈被覆条件〉 5PCC鋼板を予め200℃に予熱後、静電塗装した後
200℃×10分間加熱後放冷して被覆鋼板とした。
<Coating conditions> A 5PCC steel plate was preheated to 200°C, electrostatically coated, heated at 200°C for 10 minutes, and then left to cool to obtain a coated steel plate.

く接着強度〉 上記被覆鋼板に2.5cmd]の切れ目を入れポリエチ
レン層を1部剥離して引張速度50mm/分で180°
剥離した時の強度を測定し接着強度とした。
Adhesive strength> Make a cut of 2.5 cm in the above-mentioned coated steel plate, peel off part of the polyethylene layer, and peel it off at 180° at a tensile speed of 50 mm/min.
The strength when peeled was measured and defined as adhesive strength.

〈コンクリ−1−との離型性およびコンクリートの表面
状態〉 被覆鋼板を組立て型枠とし、公知の方法により調製した
]ンクリ−1・を流し込み、固化させ、コンクリート同
化後、手により型枠J:り剥離したときの剥離し易さく
離型性)およびコンクリート出来上り表面を観察評価し
た。なJ3、コンクリートとの離型性およびコンクリ−
1〜の表面状態の評価法は以下の通りで4段階で行なっ
た。
<Mold releasability from Concrete 1 and surface condition of concrete> Concrete 1 prepared using a coated steel plate as a formwork by a known method was poured and solidified, and after concrete assimilation, formwork J was prepared by hand. : Ease of peeling (releasability when peeling) and finished concrete surface were observed and evaluated. J3, mold releasability from concrete and concrete
The evaluation method for the surface condition of items 1 to 1 was performed in four stages as follows.

■離 型 性; ◎:非常に良い、 ○:抵抗感なし、 △:いくらか抵抗感ある、×:抵抗感がある、■コンク
リートの表面状態 ◎:艶を有し、非常に美麗である、 O:美麗である、 Δ:普通、 ×:艶がなく、ところどころ凹凸を有す。
■Mold releasability; ◎: Very good, ○: No resistance, △: Some resistance, ×: Resistance, ■Concrete surface condition◎: Glossy and very beautiful, O : Beautiful, Δ: Normal, ×: Lack of luster, with some unevenness.

その結果、実施例1〜5は接着性、コンクリートどの離
型性に優れ、しかもコンクリートの表面状態も良好であ
るのに対し、変性ポリオレフィン含有量の少ない比較例
1は接着強度が不十分であり、変性ポリオレフィンの含
有量が多過ぎる比較例7はコンクリートとの離型性おJ
:びコンクリートの表面状態に難点を有している。
As a result, Examples 1 to 5 had excellent adhesion and release properties from concrete, and the surface condition of the concrete was also good, whereas Comparative Example 1, which had a low content of modified polyolefin, had insufficient adhesive strength. , Comparative Example 7, which contains too much modified polyolefin, has poor mold releasability from concrete.
: There are problems with the surface condition of the concrete.

実施例6〜8および比申例3〜6 実施例1で使用した高密度ポリエチレンを実施例1と同
様な処方で変性して得られた変性ポリエチレン30重量
部と未変性の高密度ポリエチレン70重量部を混合し、
無水マレイン酸量が各々0.01.1.0.3.0重量
%(実施例6〜8)含有するように組成物を調製し、実
施例1と同様に接着強度、コンクリートとの離型性およ
びコンクリ−1〜の表面状態を評価し、結果を第1表に
示した。
Examples 6 to 8 and Comparative Examples 3 to 6 30 parts by weight of modified polyethylene obtained by modifying the high density polyethylene used in Example 1 with the same formulation as in Example 1 and 70 parts by weight of unmodified high density polyethylene. mix the parts,
A composition was prepared so that the amount of maleic anhydride was 0.01, 1, 0, and 3.0% by weight (Examples 6 to 8), and the adhesive strength and mold release from concrete were determined in the same manner as in Example 1. The properties and surface conditions of Concrete 1~ were evaluated, and the results are shown in Table 1.

比較として、実施例1で使用した高密度ポリ:IT。As a comparison, the high density poly:IT used in Example 1.

チレンを実施例1と同様な処方で変性して得られた変性
ポリエチレンのみを使用し、無水マレイン酸mが各々0
.01.1.0.3.0.6.0単量%(比較例3〜6
)含有するように組成物を調製し、実施例1と同様に接
着強度、コンクリートとの離型性tiよびコンクリート
の表面状態を評価し、結果を第1表に示した。
Only modified polyethylene obtained by modifying tyrene with the same formulation as in Example 1 was used, and maleic anhydride m was 0.
.. 01.1.0.3.0.6.0% monomer (Comparative Examples 3-6
), and the adhesive strength, releasability ti from concrete, and surface condition of concrete were evaluated in the same manner as in Example 1, and the results are shown in Table 1.

その結果、無水マレイン酸の含有量が本発明の範囲にあ
る実施例6〜8は接着性、コンクリートとの離型性に優
れ、しかもコンクリ−1〜の表面状態も良好であるのに
対し、比較例3は接着強度が不十分であり、比較例4〜
6はいずれもコンクリ−1〜との離型性おJ:びコンク
リートの表面状態が良くなかった。
As a result, Examples 6 to 8, in which the content of maleic anhydride was within the range of the present invention, had excellent adhesiveness and releasability from concrete, and the surface condition of Concrete 1 to 1 was also good. Comparative Example 3 had insufficient adhesive strength, and Comparative Examples 4-
No. 6 had good releasability from concrete No. 1 to J: and the surface condition of the concrete.

実施例9 実施例1に使用した変性ポリエチレン30ffi 相部
を未変性ポリエチレン70重量部で希釈した実施例2ど
同一の組成物を用いで、鋼板の代わりに、アルミニウム
板を用いて、実施例1と同様な評価を行ない、結果を第
1表に示した。
Example 9 Example 1 was prepared using the same composition as Example 2, in which the modified polyethylene 30ffi used in Example 1 was diluted with 70 parts by weight of unmodified polyethylene, but an aluminum plate was used instead of the steel plate. Similar evaluations were conducted and the results are shown in Table 1.

その結果、実施例2と同様に接着性、コンクリートどの
離型性に優れ、しかもコンクリ−1への表面状態も良好
であった。
As a result, as in Example 2, it had excellent adhesion and releasability from concrete, and the surface condition to concrete 1 was also good.

止1」LL 実施例1で使用した高密度ポリエチレンを実施例1と同
様な処方で変性して得られた変性ポリエチレンのみを使
用し、無水マレイン?mff1が0.20重量%含有す
るように組成物を調製し、この組成物を直接アルミニウ
ム板に被覆し、実施例1と同様な評価を行ない、結果を
第1表に示した。
Stop 1''LL Only modified polyethylene obtained by modifying the high-density polyethylene used in Example 1 with the same formulation as in Example 1 was used, and anhydrous maleic polyethylene was used. A composition was prepared containing 0.20% by weight of mff1, this composition was directly coated on an aluminum plate, and the same evaluation as in Example 1 was conducted. The results are shown in Table 1.

その結果、コンクリートとの離型性およびコンクリート
の表面状態に若干難点を有していた。
As a result, there were some difficulties in the releasability from concrete and the surface condition of concrete.

Claims (1)

【特許請求の範囲】[Claims] 1、コンクリート用金属製型枠・パネルの少なくともコ
ンクリートとの接触面に、(Δ)不飽和カルボン酸また
はその誘導体を5.0重量%以下付加させた変性ポリオ
レフィン樹脂10〜80重量部と(B)未変性ポリオレ
フィン樹脂90〜20重量部とからなり、不飽和カルボ
ン酸またはその誘導体0.01〜4.0重量%を含有す
る組成物を積層してなる離型性良好なコンクリート用金
属製型枠・パネル。
1. 10 to 80 parts by weight of a modified polyolefin resin to which 5.0% by weight or less of (Δ) unsaturated carboxylic acid or its derivative has been added and (B ) A metal mold for concrete with good releasability, which is obtained by laminating a composition consisting of 90 to 20 parts by weight of an unmodified polyolefin resin and 0.01 to 4.0 parts by weight of an unsaturated carboxylic acid or its derivative. Frame/panel.
JP11009183A 1983-06-21 1983-06-21 Formwork-panel made of metal for concrete having excellent mold release characteristic Granted JPS602305A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11009183A JPS602305A (en) 1983-06-21 1983-06-21 Formwork-panel made of metal for concrete having excellent mold release characteristic

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11009183A JPS602305A (en) 1983-06-21 1983-06-21 Formwork-panel made of metal for concrete having excellent mold release characteristic

Publications (2)

Publication Number Publication Date
JPS602305A true JPS602305A (en) 1985-01-08
JPH0322805B2 JPH0322805B2 (en) 1991-03-27

Family

ID=14526793

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11009183A Granted JPS602305A (en) 1983-06-21 1983-06-21 Formwork-panel made of metal for concrete having excellent mold release characteristic

Country Status (1)

Country Link
JP (1) JPS602305A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62244961A (en) * 1986-04-16 1987-10-26 昭和電工株式会社 Improved panel for mold frame
JPS62244960A (en) * 1986-04-16 1987-10-26 昭和電工株式会社 Improved panel for mold frame
JPH029648U (en) * 1988-06-27 1990-01-22
JPH04209263A (en) * 1990-11-30 1992-07-30 Tokai Rubber Ind Ltd Method for forming uneven patterns and face form for using therefor

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62244961A (en) * 1986-04-16 1987-10-26 昭和電工株式会社 Improved panel for mold frame
JPS62244960A (en) * 1986-04-16 1987-10-26 昭和電工株式会社 Improved panel for mold frame
JPH029648U (en) * 1988-06-27 1990-01-22
JPH04209263A (en) * 1990-11-30 1992-07-30 Tokai Rubber Ind Ltd Method for forming uneven patterns and face form for using therefor

Also Published As

Publication number Publication date
JPH0322805B2 (en) 1991-03-27

Similar Documents

Publication Publication Date Title
DE69127027T2 (en) Compositions of thermoplastic elastomers based on polyamides and modified polyolefins, molded or extruded bodies, films and composite materials made from these
EP1504892A1 (en) A metal-polyamide/polyethylene-metal laminate
JP6621694B2 (en) Surface-treated steel sheet for bonding polyolefin resin and composite member using the same
JPS63166468A (en) Method of coating metallic surface
US6027814A (en) Pulverulent polyamide composition for the coating of metal substrates
US3639189A (en) Adhesive compositions comprising polyethylene and oxidized polyethylene
US6251515B1 (en) Composite material comprising a self-adhesive composition coating layer
JPS61272217A (en) Polyolefin resin composition
JPS602305A (en) Formwork-panel made of metal for concrete having excellent mold release characteristic
JPS5840491B2 (en) Method of manufacturing laminates
JPH0267386A (en) Adhesive composition for bonding metal to polyolefin
JPS60195120A (en) Polyolefin resin composition
JPS59138252A (en) Easily adhesive resin composition
JP2846451B2 (en) Adhesive resin composition
JP3134769B2 (en) Polyamide resin composition for coating
JPS58145775A (en) Peelable surface protective film
JPS63165134A (en) Polyolefine laminate
CN109722183A (en) Steel modeling bonding anticorrosive adhering resin master batch and preparation method thereof
JPS6134745B2 (en)
RU2045559C1 (en) Process for preparing powdery composition for textured coating
JPS6025456B2 (en) Modified polyethylene composition
JPS61120738A (en) Manufacture of laminate of steel plate and polyolefin
JPH01123844A (en) Heat-resistant container
JPS5923742B2 (en) Polyethylene composition for powder coating
JPH09309177A (en) Polyolefin resin film laminated steel panel