JPH11182030A - Resin concrete casting formwork - Google Patents
Resin concrete casting formworkInfo
- Publication number
- JPH11182030A JPH11182030A JP9351692A JP35169297A JPH11182030A JP H11182030 A JPH11182030 A JP H11182030A JP 9351692 A JP9351692 A JP 9351692A JP 35169297 A JP35169297 A JP 35169297A JP H11182030 A JPH11182030 A JP H11182030A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- ribs
- concrete casting
- resin
- formwork
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G2009/028—Forming boards or similar elements with reinforcing ribs on the underside
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Moulds For Moulding Plastics Or The Like (AREA)
- Blow-Moulding Or Thermoforming Of Plastics Or The Like (AREA)
Abstract
(57)【要約】 (修正有)
【課題】解体時に容易にコンクリート打設面から剥離が
出来かつモルタルを塗布しても塗布したモルタルの剥離
が起きにくいリブ付樹脂製コンクリート打設用型枠を提
供する。
【解決手段】せき板1とリブ2,3にて構成されるリブ
付樹脂製コンクリート打設用型枠10において、せき板
表面の粗さが表面粗さ計にて測定した最大粗さで表して
10μm以上150μm以下であることを特徴とするリ
ブ付樹脂製コンクリート打設用型枠10。
(57) [Abstract] (Modified) [Problem] A concrete casting mold with ribs that can be easily peeled from a concrete casting surface during disassembly and that the applied mortar does not easily peel off even when mortar is applied. I will provide a. A ribbed resin concrete casting formwork 10 composed of a weir board 1 and ribs 2, 3 represents the roughness of the weir board surface as the maximum roughness measured by a surface roughness meter. The rib-forming resin casting concrete form 10 having a thickness of 10 μm or more and 150 μm or less.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、せき板の全周およ
び該せき板の裏面に補強用板状リブを設けたリブ付樹脂
製コンクリート打設用型枠に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ribbed resin concrete casting form in which reinforcing plate-like ribs are provided on the entire periphery of a weir plate and on the back surface of the weir plate.
【0002】[0002]
【従来の技術】土木、建設現場等のコンクリート打設に
は、コンクリート打設用型枠が使用されている。このコ
ンクリート打設用型枠の材質としては、木製や金属製等
の各種のものが知られている。上記の木製の型枠は、使
用を重ねるうちに表面状態が悪くなって数回の転用しか
できなかったり、近年の地球環境問題から木製品の代替
が強く要望されたりしている。また、金属製の型枠は錆
びるので保管性が良くないことや、重いので取扱性が良
くないなどの問題がある。2. Description of the Related Art A concrete casting formwork is used for placing concrete in civil engineering works, construction sites, and the like. Various types of materials such as wooden and metal are known as the material of the concrete casting formwork. The above-mentioned wooden formwork deteriorates in surface condition during repeated use, and can be used only for a few times, or there is a strong demand for replacement of wooden products due to recent global environmental problems. In addition, there is a problem that the metal formwork is rusted so that the storage property is not good, and that the metal formwork is not easy to handle.
【0003】このような問題を解決するものとして、近
年樹脂製のコンクリート打設用型枠が開発・実用化さ
れ、広く使用されている。[0003] In order to solve such a problem, in recent years, a concrete casting formwork made of resin has been developed and put into practical use and widely used.
【0004】従来の樹脂製コンクリート打設用型枠に
は、例えば特開平6ー129094号公報に開示された
ものがある。この種の樹脂製コンクリート打設用型枠
は、図1に示すように、通常、木製コンクリート打設用
型枠(以下、「合板型枠」と称する)の合板に相当する
せき板1と呼ばれる平板部分と、せき板1の全外周並び
にせき板1の縦および/または横の辺に平行でかつ両端
を結ぶ複数の板状リブ2、3、4とから構成されてい
る。A conventional resin concrete casting mold is disclosed in, for example, Japanese Patent Application Laid-Open No. 6-129094. As shown in FIG. 1, this type of concrete casting mold made of resin is usually referred to as a slab 1 corresponding to a plywood of a wooden concrete casting mold (hereinafter, referred to as a "plywood mold"). It is composed of a flat plate portion and a plurality of plate-like ribs 2, 3, 4 that are parallel to the entire outer periphery of the weir plate 1 and the vertical and / or horizontal sides of the weir plate 1 and connect both ends.
【0005】このリブ付樹脂製コンクリート打設用型枠
10は、軽量であり、多数回の転用に耐えるばかりでな
く、板状リブが木製コンクリート打設用型枠の桟木に相
当するため、建設現場で桟木を打ち付ける必要もなく、
非常に効率的である等、木製や金属製のコンクリート打
設用型枠には見られない多くの利点を有している。[0005] The resin-molded concrete formwork 10 with ribs is lightweight and can withstand many conversions. In addition, since the plate-like ribs correspond to the wooden trusses of the concrete-formation formwork, the construction of the concrete formwork 10 can be improved. There is no need to hit a pier at the site,
It has many advantages not found in wooden or metal concrete casting forms, such as being very efficient.
【0006】[0006]
【発明が解決しようとする課題】しかし、このような樹
脂製コンクリート打設用型枠と合板型枠の表面粗さとを
比較すると、前者の表面粗さは後者のそれに比べて小さ
く、したがって樹脂製コンクリート打設用型枠を使用し
た場合、コンクリート打設面は平滑な表面に仕上がるた
め、施工後のコンクリート表面にモルタルを塗る場合に
モルタルの剥落が起こるなどの問題があった。また例え
ばスタンピングシートを材料とした樹脂製コンクリート
打設用型枠では表面粗さが大きい樹脂製コンクリート打
設用型枠が得られているものの、逆に表面粗さが大きす
ぎるために、コンクリートを打設した後、型枠の解体時
に打設面から該型枠を剥離することが困難になるなどの
問題があった。However, when comparing the surface roughness of such a resin concrete casting mold and the surface of a plywood form, the former has a smaller surface roughness than the latter, and therefore has a lower resin roughness. When a concrete casting mold is used, since the concrete casting surface is finished to a smooth surface, there is a problem that the mortar comes off when the mortar is applied to the concrete surface after construction. Also, for example, a resin concrete casting mold having a large surface roughness is obtained in a resin concrete casting mold using a stamping sheet as a material, but conversely, the surface roughness is too large. After casting, there has been a problem that it is difficult to peel off the mold from the casting surface when dismantling the mold.
【0007】[0007]
【課題を解決するための手段】このようなことから、本
発明者等は上記の問題を解決し、解体時に容易にコンク
リート打設面から剥離が出来かつモルタルを塗布しても
塗布したモルタルの剥離が起きにくいリブ付樹脂製コン
クリート打設用型枠を開発すべく検討した結果、本発明
に至ったものである。SUMMARY OF THE INVENTION In view of the above, the present inventors have solved the above-mentioned problems, and can easily peel off the concrete casting surface during dismantling and apply the mortar even if the mortar is applied. As a result of studying the development of a resin concrete casting formwork with ribs, which is less likely to peel, the present invention has been achieved.
【0008】即ち、本発明はせき板とリブにて構成され
るリブ付樹脂製コンクリート打設用型枠において、せき
板表面の粗さが表面粗さ計にて測定した最大粗さで表し
て10μm以上150μm以下であることを特徴とする
リブ付樹脂製コンクリート打設用型枠を提供するもので
ある。That is, according to the present invention, the surface roughness of a crevice plate is represented by the maximum roughness measured by a surface roughness meter in a resin concrete casting formwork having ribs and a rib. An object of the present invention is to provide a concrete casting formwork made of resin with ribs, which is not less than 10 μm and not more than 150 μm.
【0009】以下詳細に発明の内容を説明する。本発明
のリブ付樹脂製コンクリート打設用型枠は、図1に示す
ように、せき板1と、該せき板1の全外周に板状リブ2
(外周リブと称することもある)ならびにせき板1の縦
/および横の辺に平行でかつ両端を結ぶ複数の補強用の
板状リブ3、4を設けたものである。Hereinafter, the contents of the present invention will be described in detail. As shown in FIG. 1, a concrete casting mold with ribs according to the present invention comprises a weir plate 1 and plate-like ribs 2 on the entire outer periphery of the weir plate 1.
(Sometimes referred to as an outer peripheral rib) and a plurality of reinforcing plate-like ribs 3 and 4 which are parallel to the longitudinal / lateral sides of the weir plate 1 and connect both ends.
【0010】補強用の板状リブ3はせき板1の長さ方向
である縦の辺に平行に設けられていても良いし、板状リ
ブ4はせき板1の幅方向である横方向に設けられていて
も良く、強度向上の観点から、板状リブ3、4の両方が
設けられていることが好ましい。また板状リブ3、4は
外周リブと平行に設ける必要はないが、強度の観点から
両板状リブは外周リブと平行であることが好ましい。The reinforcing plate-like ribs 3 may be provided in parallel with the vertical side which is the length direction of the weir plate 1, and the plate-like ribs 4 may be provided in the lateral direction which is the width direction of the weir plate 1. It may be provided, and it is preferable that both plate-shaped ribs 3 and 4 are provided from the viewpoint of improving strength. Although the plate-like ribs 3 and 4 do not need to be provided in parallel with the outer peripheral rib, it is preferable that both plate-like ribs are parallel to the outer peripheral rib from the viewpoint of strength.
【0011】上記の板状リブ3、4を設ける場合、通常
は各方向またはその両方向にそれぞれ複数本設けられる
が、その数は任意であり、型枠として所望の強度に応じ
て適宜選ばれる。When the plate-like ribs 3 and 4 are provided, a plurality of the plate-like ribs are usually provided in each direction or both directions, but the number is arbitrary and is appropriately selected according to a desired strength as a mold.
【0012】また、本発明の樹脂製コンクリート打設用
型枠10は、図1に示すように、外周リブに連結用クリ
ップ穴を有する構造からなるが、必要に応じて、横およ
び/または縦方向に補助リブを外周リブに平行に設けて
も良い。Further, as shown in FIG. 1, the resin concrete casting mold 10 of the present invention has a structure having a clip hole for connection in an outer peripheral rib. The auxiliary ribs may be provided in the direction parallel to the outer peripheral ribs.
【0013】さらに、せき板1、外周および板状リブ
2、3、4とは同一材料により一体的に形成されたもの
であっても良く、或いはせき板1と板状リブ2、3、4
とをそれぞれ別個に形成し、両者を接着剤やその後の溶
着等により接合したものでも良いが、強度の観点から一
体的に形成される方が好ましい。Further, the baffle plate 1, the outer periphery and the plate-like ribs 2, 3, 4 may be integrally formed of the same material, or the baffle plate 1 and the plate-like ribs 2, 3, 4 may be integrally formed.
May be formed separately, and the two may be joined by an adhesive or subsequent welding, but it is preferable that they are integrally formed from the viewpoint of strength.
【0014】本発明において、せき板1の厚さはそれを
構成する材料にもよるが、熱可塑性樹脂製の場合、通
常、機械的強度の観点から、2mm以上が好ましく、ま
た経済性と軽量性の観点から10mm以下が好ましい。In the present invention, the thickness of the weir plate 1 depends on the material of which it is made, but when it is made of a thermoplastic resin, it is usually preferably 2 mm or more from the viewpoint of mechanical strength. It is preferably 10 mm or less from the viewpoint of properties.
【0015】また、外周リブ2の高さとせき板1の厚さ
の合計寸法は、従来から使用されている合板型枠との併
用性の観点から55〜75mmが好ましい。例えば、上
記合計寸法は、関東地域では60〜62mm、関西地域
では70〜72mmが一般的であり、これと同等の合計
寸法を有することは実用上非常に有利である。The total dimension of the height of the outer peripheral rib 2 and the thickness of the weir board 1 is preferably 55 to 75 mm from the viewpoint of compatibility with a conventionally used plywood form. For example, the total size is generally 60 to 62 mm in the Kanto region and 70 to 72 mm in the Kansai region, and it is very advantageous in practice to have the same total size.
【0016】外周および板状リブ2、3、4の幅は、先
端で通常2〜5mmであり、せき板1との付け根に向か
って2度以下の勾配で太くなることが製造時における成
型品の抜けを良くする上で好ましい。より好ましくは1
度以下、特に好ましくは0.5度以下である。The width of the outer periphery and the plate-like ribs 2, 3, and 4 is usually 2 to 5 mm at the front end, and the width of the molded product at the time of manufacture is increased by 2 degrees or less toward the base of the weir. This is preferable for improving the omission of the holes. More preferably 1
Degree or less, particularly preferably 0.5 degree or less.
【0017】板状リブ3、4の数は樹脂製コンクリート
打設用型枠10の大きさ、せき板1の厚さ等の諸条件に
よっても異なり、特に限定されるものではないが、例え
ば、幅方向においては20〜300mm間隔で設けられ
る。The number of the plate-like ribs 3 and 4 varies depending on various conditions such as the size of the resin-concrete casting mold 10 and the thickness of the weir board 1, and is not particularly limited. In the width direction, they are provided at intervals of 20 to 300 mm.
【0018】本発明の樹脂製コンクリート打設用型枠1
0は、せき板表面の表面粗さは後述する表面粗さ計で測
定した最大粗さの値として、10μm以上150μm以
下である。表面の最大粗さの値が10μmより小さいと
きは表面が平滑になりすぎるため、これを用いて打設し
たコンクリート表面にモルタルを塗布したり、タイルを
接着した際に、コンクリートとの界面の接合強度が低い
ために塗布されたモルタルや接着されたタイルがはがれ
落ちる危険性が大きい。表面の最大粗さの値が150μ
mより大きいと、コンクリートを打設した後に当該型枠
の解体時に型枠とコンクリートの接合力が大きいため、
剥がすことが非常に困難になり、樹脂製コンクリート打
設用型枠が破壊したり、打設されたコンクリート面が剥
がれるなどの問題がある。表面の最大粗さはさらに好ま
しくは20μm以上80μm以下である。The resin concrete casting form 1 of the present invention
0 indicates that the surface roughness of the surface of the weir plate is 10 μm or more and 150 μm or less as the value of the maximum roughness measured by a surface roughness meter described later. When the value of the maximum roughness of the surface is smaller than 10 μm, the surface becomes too smooth, so that when the mortar is applied to the concrete surface cast using this or the tile is bonded, the interface with the concrete is joined. Due to the low strength, there is a high risk that the applied mortar or glued tile will come off. Maximum surface roughness of 150μ
If it is larger than m, the joining force between the formwork and concrete is large when the formwork is dismantled after casting concrete,
It becomes very difficult to peel off, and there are problems such as breakage of the resin concrete casting formwork and peeling of the cast concrete surface. The maximum roughness of the surface is more preferably 20 μm or more and 80 μm or less.
【0019】本発明に用いられる樹脂としては、熱可塑
性樹脂としては、ポリエチレン、ポリプロピレン、ポリ
塩化ビニル,ABS樹脂、ポリアミド、ポリカーボネー
ト、ポリエチレンテレフタレート等の一般的熱可塑性樹
脂、これらの変性物ポリマーアロイ、またはこれらのブ
レンド物があげられる。また、熱硬化性樹脂としては、
エポキシ樹脂、不飽和ポリエステル樹脂、フェノール樹
脂、またはメラミン樹脂等があげられる。成形サイクル
およびリサイクルの点からは熱可塑性樹脂が好ましく、
さらに熱可塑性樹脂でも機械的強度、耐熱性が高くかつ
ガラス繊維強化効果の高いポリプロピレン樹脂がより好
ましい。Examples of the resin used in the present invention include thermoplastic resins such as polyethylene, polypropylene, polyvinyl chloride, ABS resin, polyamide, polycarbonate, polyethylene terephthalate and other general thermoplastic resins, and modified polymer alloys thereof. Or a blend of these. In addition, as a thermosetting resin,
Epoxy resins, unsaturated polyester resins, phenol resins, melamine resins, and the like can be given. Thermoplastic resins are preferred from the point of molding cycle and recycling,
Further, among thermoplastic resins, polypropylene resin having high mechanical strength and heat resistance and high glass fiber reinforcing effect is more preferable.
【0020】上記樹脂には、通常用いられる熱安定剤、
紫外線防止剤等の各種添加剤や着色剤または無機充填材
等を必要に応じて配合しても良い。The above-mentioned resin includes a generally used heat stabilizer,
Various additives such as ultraviolet inhibitors, coloring agents, inorganic fillers and the like may be added as necessary.
【0021】また、これらの樹脂は、強度向上や弾性率
向上のために各種の強化用繊維を添加することが出来
る。強化用繊維としては、ガラス繊維、炭素繊維、アラ
ミド繊維等があげられる。強化用繊維の長さは強度向上
の観点から、0.1mm以上が好ましく、0.5mm以
上がより好ましい。また、製品への繊維の充填性および
分散性、廃棄時における粉砕や再使用等の観点から、強
化用繊維の長さは50mm以下が好ましく、15mm以
下がより好ましい。These resins may contain various reinforcing fibers for improving the strength and the elastic modulus. Examples of the reinforcing fiber include glass fiber, carbon fiber, and aramid fiber. The length of the reinforcing fiber is preferably 0.1 mm or more, more preferably 0.5 mm or more, from the viewpoint of improving strength. Further, from the viewpoints of filling and dispersibility of the fiber into the product, pulverization and reuse at the time of disposal, the length of the reinforcing fiber is preferably 50 mm or less, more preferably 15 mm or less.
【0022】上記の強化用繊維のマトリクス樹脂への配
合量は、コンクリート打設用型枠としての物理的強度や
成形性の観点から、繊維含有量としては5〜50重量%
が好ましく、10〜40重量%がより好ましい。The amount of the reinforcing fibers to be mixed with the matrix resin is from 5 to 50% by weight from the viewpoint of physical strength and moldability as a concrete casting mold.
Is preferable, and 10 to 40% by weight is more preferable.
【0023】本発明の樹脂製コンクリート打設用型枠の
製造方法は、上述した表面粗さを満足する限りにおいて
は特に限定はなく、例えば、成形方法としては、射出成
型法やプレス法等の各種の方法を採ることが可能であ
る。例えば、強化繊維含有熱可塑性樹脂を用いた場合
は、成形時における強化繊維の切断が抑制されたり、リ
ブ等への樹脂の充填性や、成形後の製品の反り、変形等
外観上の観点から、熱プレス法や(低圧)射出圧縮成形
法にて成形することが好ましい。The method for producing the resin concrete casting mold of the present invention is not particularly limited as long as the above-mentioned surface roughness is satisfied. Examples of the molding method include injection molding and pressing. Various methods can be adopted. For example, when a reinforcing fiber-containing thermoplastic resin is used, the cutting of the reinforcing fibers during molding is suppressed, or the filling properties of the resin into ribs and the like, and the appearance of the product after molding, such as warpage and deformation, are reduced. It is preferable to mold by a hot press method or a (low pressure) injection compression molding method.
【0024】原料として用いられる強化繊維含有熱可塑
性樹脂は、強化繊維を含有した熱可塑性樹脂の溶融体で
あっても良いし、予め製造された強化繊維含有熱可塑性
樹脂シート、例えば、スタンパブルシートを樹脂の溶融
温度以上に加熱したものであってもよいが、高さの高い
外周および板状リブ2、3、4を製造する場合には、溶
融体を使用することが好ましい。The reinforcing fiber-containing thermoplastic resin used as a raw material may be a melt of a thermoplastic resin containing reinforcing fibers, or a previously produced reinforcing fiber-containing thermoplastic resin sheet, for example, a stampable sheet. May be heated to a temperature not lower than the melting temperature of the resin. However, in the case of producing the high outer periphery and the plate-like ribs 2, 3, and 4, it is preferable to use a melt.
【0025】せき板の表面の粗さを所望の値とするため
には、金型の表面にエンボス加工を施すか、成形条件を
最適化することによって得ることが可能である。成形条
件としては、(低圧)射出圧縮成形方法に於いては成型
時の圧縮加圧力を最適化するなどの方法を採ることが可
能である。The roughness of the surface of the weir plate can be adjusted to a desired value by embossing the surface of the mold or optimizing the molding conditions. As the molding conditions, in the (low pressure) injection compression molding method, a method of optimizing the compression pressure at the time of molding can be adopted.
【0026】また、本発明の樹脂製コンクリート打設用
型枠10は、通常はこのままで製品とされるが、透水性
を付与する等の目的で、必要に応じて表面材が貼付され
ていても良い。この目的で使用される表面材としては各
種熱可塑性樹脂シート、フィルムや織物等が例示され
る。The resin concrete casting mold 10 of the present invention is usually used as it is as a product, but a surface material is attached as necessary for the purpose of imparting water permeability. Is also good. Examples of the surface material used for this purpose include various thermoplastic resin sheets, films, and woven fabrics.
【0027】[0027]
【発明の効果】本発明のリブ付樹脂製コンクリート打設
用型枠は、従来のコンクリート打設用型枠と比較してコ
ンクリート打設後の解体剥離が容易であり、かつ打設後
のコンクリート表面が適当な粗さとなるため、表面に塗
布されるモルタルの剥離やタイルの剥落が起こりにく
く、実用上の利用価値は非常に高い。The resin casting concrete formwork with ribs according to the present invention is easier to dismantle and peel after casting concrete than the conventional casting concrete formwork, and the concrete after casting. Since the surface has an appropriate roughness, peeling of the mortar applied to the surface and peeling of the tile hardly occur, and its practical utility value is very high.
【0028】[0028]
【実施例】以下、本発明の実施例を示すが、本発明はこ
れに限定されるものではない。なお実施例及び比較例中
の試験方法は次の通りである。The present invention will now be described by way of examples, which should not be construed as limiting the invention. In addition, the test method in an Example and a comparative example is as follows.
【0029】[表面粗さ測定]成形品のせき板表面の最
大粗さを(株)Mitutoyo製表面粗さ計「サーフテスト3
01」にて測定した。測定条件は、各サンプルに対して
30mm長さについて測定した結果を1点として、表面
上のランダムな位置12点について測定し、そのその平
均値を持って、最大粗さの値とた。[Measurement of Surface Roughness] The maximum roughness of the surface of the weir plate of the molded product was measured using a surface roughness meter “Surf Test 3” manufactured by Mitutoyo Corporation.
01 ". The measurement conditions were as follows. Thirteen random positions on the surface were measured with one point being the result measured for a length of 30 mm for each sample, and the average value was taken as the maximum roughness value.
【0030】[樹脂製型枠の作成]下記各種手法にてガ
ラス繊維強化ポリプロピレン樹脂製型枠を作成した。 (1)ガラス繊維を重量で50%含有した長繊維ポリプロ
ピレンペレットとポリプロピレンペレットを重量比5
0:50で混合し、容量13200ccの射出成型機に
供給、温度210℃、背圧5kgにて可塑化し、プレス
内に置かれた解放状態のせき板対応部分の金型表面を鏡
面仕上げした型枠成型用金型内に供給した後、プレス型
締め圧力(ア)30kg/cm2、(イ)100kg/cm
2の条件にて成形し、成形品1、2を得た。[Preparation of Resin Formwork] A glass fiber reinforced polypropylene resin formwork was prepared by the following various methods. (1) A long fiber polypropylene pellet containing 50% by weight of glass fiber and a polypropylene pellet having a weight ratio of 5
The mixture was mixed at 0:50, supplied to an injection molding machine having a capacity of 13200 cc, plasticized at a temperature of 210 ° C. and a back pressure of 5 kg, and a mold having a mirror-finished surface of a mold corresponding to an open crest plate placed in a press was used. After being supplied into the mold for frame molding, press mold clamping pressure (a) 30 kg / cm 2 , (a) 100 kg / cm
And molded at 2 conditions, to obtain a molded article 1.
【0031】次にせき板部分に表面最大粗さ60μmで
仕上げた金属板を設置し、上記(イ)のプレス型締め圧力
にて成形し、成形品3を得た。Next, a metal plate finished with a maximum surface roughness of 60 μm was placed on the weir plate portion, and was molded under the press-clamping pressure described in (a) above to obtain a molded product 3.
【0032】上記と同じ材料を同じ射出成型機に供給可
塑化し、予め型締め圧力1000kg/cm2で閉止状
態にある型枠成型用金型内に供給した後、射出圧力10
00kg/cm2、にて成形し、成形品4を得た。The same material as described above is supplied to the same injection molding machine to be plasticized and supplied in advance into a closed mold forming mold at a mold clamping pressure of 1000 kg / cm 2.
Molding was performed at 00 kg / cm 2 to obtain a molded product 4.
【0033】上記成形品1から4の重量は9.8±2k
gであった。各成形品の表面最大粗さを表1に示した。The weight of the molded products 1 to 4 is 9.8 ± 2 k
g. Table 1 shows the maximum surface roughness of each molded product.
【0034】ガラス繊維スワールマットにポリプロピレ
ン樹脂を含浸させたシート(ガラス繊維重量含有率:3
0%)を予め250℃まで余熱し、型枠成型用金型内に
供給し、型締め圧力100kg/cm2にて成形し、成
形品5を得た。成形品の重量は10.0kgであった。
成形品5の表面最大粗さを表1に示した。A sheet of glass fiber swirl mat impregnated with polypropylene resin (glass fiber weight content: 3
0%) was preheated to 250 ° C., supplied into a mold for forming a mold, and molded at a mold clamping pressure of 100 kg / cm 2 to obtain a molded product 5. The weight of the molded product was 10.0 kg.
Table 1 shows the maximum surface roughness of the molded product 5.
【0035】上記得られた成形品を用いてコンクリート
を打設し、打設後の型枠の剥離性、および打設後のコン
クリート表面にモルタルを塗布し、モルタルの剥離強度
について測定した結果を表1に示した。Concrete was cast using the molded article obtained above, and the results of measuring the peelability of the mold after the casting and the mortar applied to the concrete surface after the casting and the peel strength of the mortar were measured. The results are shown in Table 1.
【0036】コンクリートの打設・解体条件は、型枠を
2枚対向させ、セパレーターにて間隔150mmに平行
に保持し、その型枠間にスランプ18のコンクリートを
流し込み、36時間後に解体し、解体のしやすさを観察
した。Xは剥離にかなりの力が必要であり、一部のコン
クリートが型枠表面に付着した状態の物を示し、○は容
易に剥離できるとともに、剥離表面にコンクリートの付
着が殆ど見られなかった物を示す。The concrete casting and dismantling conditions are as follows: two molds are opposed to each other, a separator is held in parallel at a distance of 150 mm by a separator, concrete of slump 18 is poured between the molds, and dismantled after 36 hours. The workability was observed. X indicates a state in which a considerable amount of force is required for peeling, and some concrete adheres to the surface of the formwork. ○ indicates that the concrete can be easily peeled off and hardly any concrete adheres to the peeled surface. Is shown.
【0037】モルタルの剥離性の評価条件は、水平に設
置された型枠の外周に150mm高さの堰を設け、この
中にモルタルを流し込み、7日間保持した後、型枠を取
り外し、その取り外された面を上にしてコンクリート壁
を水平に保持し、その上にスランプ20のモルタルを小
手にて塗りつけ、2週間後に表面の剥離強度を測定し
た。剥離強度の測定はモルタルの表面に100mm×1
00mmのコンクリート面より深い切り込みをいれ、モ
ルタル表面にエポキシ系接着剤にて鉄板を張り付けこの
鉄板を引き剥がすことにより剥離強度を測定した。The condition for evaluating the peelability of the mortar is as follows. A weir having a height of 150 mm is provided on the outer periphery of a horizontally installed mold, the mortar is poured into the dam, and the mortar is maintained for 7 days. The concrete wall was held horizontally with the cut surface facing up, and a mortar of slump 20 was applied with a small hand thereon, and the peel strength of the surface was measured two weeks later. Peel strength was measured on the mortar surface by 100 mm x 1
A notch deeper than the concrete surface of 00 mm was made, and an iron plate was attached to the mortar surface with an epoxy adhesive, and the iron plate was peeled off to measure the peel strength.
【0038】以上の結果より、成形品2、3は打設後の
コンクリートとの剥離性に優れ、かつコンクリート打設
面とモルタルとの接合性に優れることが分かった。From the above results, it was found that the molded products 2 and 3 were excellent in the releasability from the concrete after casting and excellent in the bondability between the concrete casting surface and the mortar.
【0039】[0039]
【表1】第1表 [Table 1] Table 1
【0040】(注)モルタルとの接着強度>18はモル
タル内部での凝集破壊を示す。(Note) Adhesion strength with mortar> 18 indicates cohesive failure inside mortar.
【図1】本発明のリブ付樹脂製コンクリート打設用型枠
の一例の斜視図である。FIG. 1 is a perspective view of an example of a concrete casting formwork with ribs according to the present invention.
1:せき板 2:外周板状リブ 3:縦方向の補強用板状リブ 4:横方向の補強用板
状リブ 10:樹脂製型枠全体図1: Weir plate 2: Outer peripheral plate-like rib 3: Vertical reinforcing plate-like rib 4: Lateral reinforcing plate-like rib 10: Overall view of resin mold
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 FI B29K 105:12 ──────────────────────────────────────────────────の Continued on the front page (51) Int.Cl. 6 Identification code FI B29K 105: 12
Claims (4)
コンクリート打設用型枠において、せき板表面の粗さが
表面粗さ計にて測定した最大粗さで表して10μm以上
150μm以下であることを特徴とするリブ付樹脂製コ
ンクリート打設用型枠。In a concrete casting mold made of ribs comprising a weir and a rib, the surface roughness of the weir is 10 μm or more and 150 μm or more, expressed as the maximum roughness measured by a surface roughness meter. A concrete casting formwork with ribs, characterized by the following.
た最大粗さで表して20μm以上80μm以下であるこ
とを特徴とする請求項1記載のリブ付樹脂製コンクリー
ト打設用型枠。2. The method according to claim 1, wherein the roughness of the surface of the weir plate is 20 μm or more and 80 μm or less, expressed as a maximum roughness measured by a surface roughness meter. Formwork.
方が、ガラス繊維含有熱可塑性樹脂組成物から成ること
を特徴とする請求項1または2記載のリブ付樹脂製コン
クリート打設用型枠。3. The concrete casting mold for ribbed resin according to claim 1, wherein at least one of the dam and the rib is made of a glass fiber-containing thermoplastic resin composition.
請求項3記載のリブ付樹脂製コンクリート打設用型枠。4. The concrete casting formwork with ribs according to claim 3, wherein the thermoplastic resin is a polypropylene resin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9351692A JPH11182030A (en) | 1997-12-19 | 1997-12-19 | Resin concrete casting formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9351692A JPH11182030A (en) | 1997-12-19 | 1997-12-19 | Resin concrete casting formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH11182030A true JPH11182030A (en) | 1999-07-06 |
Family
ID=18418985
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9351692A Pending JPH11182030A (en) | 1997-12-19 | 1997-12-19 | Resin concrete casting formwork |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH11182030A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2019177672A (en) * | 2018-03-30 | 2019-10-17 | 凸版印刷株式会社 | Pattern process sheet |
| CN117230982A (en) * | 2023-08-23 | 2023-12-15 | 中铁二十五局集团第五工程有限公司 | A composite mirror stainless steel template made of carbon fiber modified polypropylene and its installation method |
-
1997
- 1997-12-19 JP JP9351692A patent/JPH11182030A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2019177672A (en) * | 2018-03-30 | 2019-10-17 | 凸版印刷株式会社 | Pattern process sheet |
| CN117230982A (en) * | 2023-08-23 | 2023-12-15 | 中铁二十五局集团第五工程有限公司 | A composite mirror stainless steel template made of carbon fiber modified polypropylene and its installation method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR0164926B1 (en) | High-strength composite sheet and its manufacture | |
| JP2765431B2 (en) | Concrete formwork with transparency | |
| US20030024443A1 (en) | Loading and unloading pallet, forming material and method of producing it | |
| JPH11182030A (en) | Resin concrete casting formwork | |
| CN211850325U (en) | Composite board | |
| CN105839910A (en) | Fiber-reinforced scratch-resistant building template and preparation method thereof | |
| JPH06254825A (en) | Permeable concrete formwork | |
| JPH11324317A (en) | Concrete casting formwork | |
| CN211850324U (en) | Composite board | |
| JPH09125693A (en) | Concrete pouring formwork and method for reinforcing concrete pouring formwork | |
| JP2000220292A (en) | Resin foundation formwork | |
| JP2672439B2 (en) | Reinforced extrusion molding | |
| CN221219631U (en) | Aluminum alloy template inlaid with high-performance plastic | |
| CA2616596A1 (en) | Structural elements made from syntactic foam sandwich panels | |
| KR100315659B1 (en) | The processing method of complex mortar adhered polymer mortar and cement mortar | |
| JP7451843B2 (en) | Formwork, formwork sets and formwork structures | |
| CN215167997U (en) | Composite material building template | |
| CN2316385Y (en) | Fiberglass Composite Formwork | |
| JPH0913664A (en) | Rib-made resin concrete pouring formwork | |
| JPH03261519A (en) | Manufacture of fiber reinforced thermoplastic resin molded product | |
| JP3341938B2 (en) | Formwork for concrete casting | |
| CN119749023A (en) | Thermoplastic building template and manufacturing method thereof | |
| CN209742354U (en) | Building templates is moulded to wooden core package | |
| JP4367994B2 (en) | Method for producing composite material of pulp fiber panel and fiber reinforced plastic | |
| JPH10259660A (en) | Concrete formwork |