JPH07110489B2 - Concrete formwork for patterning masonry - Google Patents

Concrete formwork for patterning masonry

Info

Publication number
JPH07110489B2
JPH07110489B2 JP33605290A JP33605290A JPH07110489B2 JP H07110489 B2 JPH07110489 B2 JP H07110489B2 JP 33605290 A JP33605290 A JP 33605290A JP 33605290 A JP33605290 A JP 33605290A JP H07110489 B2 JPH07110489 B2 JP H07110489B2
Authority
JP
Japan
Prior art keywords
masonry
concrete
formwork
pattern
hollow body
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 - Lifetime
Application number
JP33605290A
Other languages
Japanese (ja)
Other versions
JPH04201409A (en
Inventor
行正 九島
哲人 河口
清 松井
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.)
NITSUTETSU KENZAI KOGYO KK
Shin Etsu Chemical Co Ltd
Nippon Steel Corp
Original Assignee
NITSUTETSU KENZAI KOGYO KK
Shin Etsu Chemical Co Ltd
Nippon Steel 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 NITSUTETSU KENZAI KOGYO KK, Shin Etsu Chemical Co Ltd, Nippon Steel Corp filed Critical NITSUTETSU KENZAI KOGYO KK
Priority to JP33605290A priority Critical patent/JPH07110489B2/en
Publication of JPH04201409A publication Critical patent/JPH04201409A/en
Publication of JPH07110489B2 publication Critical patent/JPH07110489B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Moulds, Cores, Or Mandrels (AREA)
  • Revetment (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、河川護岸,道路改良,宅地造成,急傾斜地崩
壊対策等の擁壁に、石積等の模様を形成するためのコン
クリート施工に好適な石積等の模様形成用コンクリート
型枠に関するものである。
[Detailed Description of the Invention] [Industrial field of application] The present invention is suitable for concrete construction for forming a pattern such as masonry on a retaining wall for river bank protection, road improvement, residential land development, steep slope collapse countermeasures, etc. The present invention relates to a concrete formwork for forming patterns such as natural masonry.

〔従来の技術〕[Conventional technology]

従来から各種土木・治水工事の擁壁等には、耐久性,材
料費或いは施工コスト等の面から、コンクリートによる
施工がなされる場合が多い。
From the viewpoint of durability, material cost, construction cost, etc., the retaining wall for various civil engineering works and flood control works has been constructed by concrete.

しかしながら、近年、自然環境との調和,快適な居住環
境の確保などの面から、無機質でいかにも人工的な外観
を呈するコンクリートの地肌は、ともすれば敬遠される
傾向にあり、天然石の石積等の模様の外観を呈するコン
クリートの施工法が開発されるに至っている。このよう
な施工法及びこれに用いられる型枠としては、例えば特
開昭63−147606号公報,特開昭63−107512号公報,実開
平1−76203号公報などを始め既に多くの提案がなされ
ている。
However, in recent years, from the viewpoint of harmony with the natural environment and ensuring a comfortable living environment, the surface of concrete, which is an inorganic material and has an artificial appearance, tends to be shunned, and the stone masonry of natural stone and the like tends to be avoided. A method of constructing concrete with a patterned appearance has been developed. Many proposals have already been made for such a construction method and a mold used for this, including, for example, JP-A-63-147606, JP-A-63-107512, and Japanese Utility Model Laid-Open No. 1-76203. ing.

これらの提案技術は、いずれもその基本構成として、合
成樹脂による発泡体の一面に石積等の模様の外観を有す
る凹陥部及び目地部に相当する凸部を有し、裏面が接着
剤等により鋼製或いは木製のパネルに貼着されている方
式の型枠を用いるものである。
The basic structure of each of these proposed techniques is that a foam made of synthetic resin has a concave portion having a pattern appearance such as a masonry on one surface and a convex portion corresponding to a joint, and the back surface is made of steel by an adhesive or the like. It uses a formwork of the type that is made of a product or attached to a wooden panel.

ところで、上記のような型枠にコンクリートを流し、硬
化させた場合、特に発泡ポリスチレンなどの合成樹脂発
泡体は一般にコンクリート側に付着し易い傾向があるた
め、コンクリート硬化後の型枠の除去にかなりの手間が
かかり、残材の処理も大変である。しかも上記のように
合成樹脂発泡体がコンクリート側に付着することから、
型枠は1回の使用で廃棄しており甚だ不経済である。
By the way, when concrete is poured into a mold as described above and cured, synthetic resin foams such as expanded polystyrene generally tend to adhere to the concrete side, so that it is quite difficult to remove the mold after hardening the concrete. It takes a lot of time, and the processing of the residual material is difficult. Moreover, since the synthetic resin foam adheres to the concrete side as described above,
The formwork is discarded once it is used, which is extremely uneconomical.

一方、前記凹陥部及び目地部に相当する凸部を具備した
金型を準備し、これを用いて合成樹脂シートの真空成形
を行うことにより、所望の外観を有する合成樹脂真空成
形体が得られるので、これを鋼製パネルに接着し連接し
て使用すれば、所期の目的を達成することは可能であ
る。
On the other hand, a synthetic resin vacuum-molded article having a desired appearance can be obtained by preparing a mold having a concave portion and a convex portion corresponding to a joint and vacuum-molding a synthetic resin sheet using the mold. Therefore, it is possible to achieve the intended purpose by adhering this to a steel panel and connecting and using it.

しかしながら、真空成形の場合は、一度に一面しか成形
することができず、表面シートを別途貼り合わせたり、
或いは補助具を用いて取付けを行ったりする必要があっ
て、手間がかかり、しかも製作費が高価となっている。
However, in the case of vacuum forming, only one side can be formed at a time, and if a surface sheet is attached separately,
Alternatively, it is necessary to perform the attachment using an auxiliary tool, which is troublesome and the manufacturing cost is high.

以上の通り従来の石積等の模様形成用コンクリート型枠
は、技術的な面及び経済的な面で難点がある。
As described above, the conventional concrete formwork for forming patterns such as masonry has technical and economical drawbacks.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

そこで本発明は、打設コンクリートとの剥離性が良く、
また繰り返し使用できて耐久性に優れ、さらに十分な強
度を有し、取扱いが容易で作業性に優れ、その上安価に
製作できる石積等の模様形成用コンクリート型枠を提供
しようとするものである。
Therefore, the present invention has good releasability from cast concrete,
Further, the present invention intends to provide a concrete formwork for forming patterns such as masonry that can be repeatedly used and has excellent durability, sufficient strength, easy handling, excellent workability, and can be manufactured at low cost. .

〔課題を解決するための手段〕[Means for Solving the Problems]

上記課題を解決するための本発明の石積等の模様形成用
コンクリート型枠の1つは、打設コンクリート表面に石
積等の模様を有する外観を表現する複数の凹部を備え、
該凹部の周囲にリブを備えた合成樹脂製コンクリート型
枠であって、前記凹部及びリブの表面を有する表面側と
前記凹部及びリブの裏面を有する裏面側とが、ブロー成
形により一体に形成されて型枠が中空体に構成されてい
ることを特徴とするものである。なお、この型枠外周側
のリブに型枠連結用の孔が設けられていることが好まし
い。
One of the concrete formwork for pattern formation of masonry or the like of the present invention for solving the above problems is provided with a plurality of concave portions for expressing an appearance having a pattern of masonry or the like on the surface of the cast concrete,
A concrete mold made of synthetic resin having a rib around the recess, wherein a front surface side having the surface of the recess and the rib and a back surface side having the back surface of the recess and the rib are integrally formed by blow molding. The mold is a hollow body. It is preferable that the ribs on the outer peripheral side of the mold are provided with holes for connecting the molds.

本発明の石積等の模様形成用コンクリート型枠の他の1
つは、合成樹脂製コンクリート型枠であって、打設コン
クリート表面に石積等の模様を有する外観を表現する複
数の凹部を備えた表面板と、該表面板の外周に側壁を備
え、側壁の下端に底板を備え、これらがブロー成形によ
り一体に形成されて中空体の型枠が構成されていること
を特徴とするものである。なお、この側壁に型枠連結用
凹部及び凸部が設けられていることが好ましい。
Another 1 of concrete formwork for pattern formation of masonry etc. of the present invention
One is a concrete mold made of synthetic resin, which is provided with a surface plate having a plurality of recesses for expressing the appearance having a pattern such as masonry on the surface of the cast concrete, and a side wall on the outer periphery of the surface plate. A bottom plate is provided at the lower end, and these are integrally formed by blow molding to form a hollow frame. It is preferable that the side wall is provided with a concave portion and a convex portion for frame connection.

本発明の上記2つの石積等の模様形成用コンクリート型
枠における中空体の内部には、発泡体を充填しても良
い。
A foam may be filled inside the hollow body of the concrete formwork for pattern formation such as the two masonry of the present invention.

本発明の1つの石積等の模様形成用コンクリート型枠に
おける中空体の外周側のリブには、補強材を設けても良
い。
A reinforcing material may be provided on the rib on the outer peripheral side of the hollow body in the concrete formwork for forming a pattern such as a masonry of the present invention.

また、本発明の他の1つの石積等の模様形成用型枠にお
ける底面板の中間には、リブを内側に突出して一体に設
けても良い。
Further, a rib may be integrally formed by projecting inwardly in the middle of the bottom plate in another pattern forming mold for masonry or the like according to the present invention.

さらに、前記2つの石積等の模様形成用コンクリート型
枠における中空体を構成する合成樹脂は、ポリエチレ
ン,ポリプロピレン等のポリオレフィン系樹脂,それら
の変性物あるいはコンパウンドのいずれかが好適であ
る。
Further, as the synthetic resin forming the hollow body in the concrete formwork for pattern formation such as the two masonry, a polyolefin resin such as polyethylene or polypropylene, a modified product thereof or a compound thereof is suitable.

〔作用〕[Action]

上記のように構成された石積等の模様形成用コンクリー
ト型枠は、表裏が一体形成の中空体であるから、型枠自
体が軽量で取扱い易いばかりではなく、表裏の肉厚,寸
法,形状を適切に選定することにより、合成樹脂製であ
っても土木工事等に耐えられるだけの十分な強度が備わ
り、繰り返し使用できる耐久性を有する。また中空体の
内部に発泡体を充填したものは、軽量性を損なうことな
く、耐圧縮性の向上を図ることができる。さらに中空体
の外周側のリブに補強材を設けたものや、底板の中間に
リブを内側に突出して一体に設けたものは型枠の剛性向
上を図ることができる。
The concrete formwork for forming patterns such as masonry constructed as described above is a hollow body in which the front and back are integrally formed, so not only is the form itself lightweight and easy to handle, but the wall thickness, dimensions and shape of the front and back are also notable. With proper selection, even if it is made of synthetic resin, it has sufficient strength to withstand civil engineering work, etc., and has durability that can be used repeatedly. Further, a hollow body filled with a foam can improve the compression resistance without impairing the lightness. Furthermore, the rigidity of the mold can be improved by providing a reinforcing member on the rib on the outer peripheral side of the hollow body or integrally forming the rib in the middle of the bottom plate so as to project inward.

また中空体を構成する合成樹脂を、特にポリエチレン,
ポリプロピレン等のポリオレフィン系樹脂やそれらの変
性物あるいはコンパウンドとした場合は、打設コンクリ
ートとの剥離性に優れ、脱型が容易となる。
In addition, the synthetic resin that constitutes the hollow body, especially polyethylene,
When a polyolefin resin such as polypropylene or a modified product thereof or a compound thereof is used, it has excellent releasability from the cast concrete and the mold release becomes easy.

〔実 施 例〕〔Example〕

本発明の石積等の模様形成用コンクリート型枠の1つの
一実施例を図によって説明すると、第1図に示す如く表
面に3個の矩形の凹部1を備え、該凹部1は自然石の模
様を呈している。この凹部1の周囲はリブ2となってい
て、リブ2の上縁はフラットになっている。前記凹部1
及びリブ2の表面を有する表面側3と前記凹部1及びリ
ブ2の裏面を有する第2図に示す裏面側4とは、ポリエ
チレンにより第3図a,bに示す凹型Eと凸型Fでブロー
成形法により一体に形成されて型枠5が第2図に示され
るように中空体に構成されている。そして外周囲のリブ
2にはブロー成形後一定間隔に型枠連結用孔6が第1図
に示すように設けられている。
One embodiment of a concrete formwork for patterning a masonry or the like according to the present invention will be described with reference to the drawing. As shown in FIG. 1, three rectangular recesses 1 are provided on the surface, and the recesses 1 are natural stone patterns. Is presenting. The periphery of the recess 1 is a rib 2, and the upper edge of the rib 2 is flat. The recess 1
Also, the front side 3 having the surface of the rib 2 and the back side 4 having the back surface of the recess 1 and the rib 2 shown in FIG. 2 are blown with polyethylene in a concave type E and a convex type F shown in FIGS. Formed integrally by a molding method, the form 5 is formed into a hollow body as shown in FIG. The outer peripheral ribs 2 are provided with formwork connecting holes 6 at regular intervals after blow molding as shown in FIG.

第4図に示す他の実施例は、第2図に示す中空体の型枠
5内に発泡体7が充填されてなるものである。なお、発
泡体7としては、ウレタン発泡体、発泡ポリスチレン、
発泡フェノールなどが好適である。
Another embodiment shown in FIG. 4 is one in which the foam 7 is filled in the form 5 of the hollow body shown in FIG. As the foam 7, urethane foam, expanded polystyrene,
Foamed phenol and the like are preferable.

第5図に示す他の実施例は、第2図に示す中空体の型枠
5の外周側のリブ2に補強材8を設けたものである。
In another embodiment shown in FIG. 5, a reinforcing member 8 is provided on the rib 2 on the outer peripheral side of the hollow frame 5 shown in FIG.

前述のように構成された第1,2図に示す石積等の模様形
成用コンクリート型枠は、コンクリート構造物の施工場
所、例えば急傾斜地崩壊防止工事の施工場所で、通常の
鋼製型枠と同様に第6図に示す如く千鳥に配列し、隣接
する外周囲のリブ2同志の型枠連結孔6にボルトを挿通
し、ナットを締着して、石積模様パネル11を組立て、端
太材12等により保持する。この組立てに於いて、型枠5
は中空体であるので、軽量で運搬,取扱いが容易で作業
し易い。そしてこの石積模様パネル11を第6図に示され
るように所定の角度にセットし、その内側にコンクリー
ト(図示省略)を打設する。このコンクリートの打設に
於いて、型枠5はポリエチレン製であるが、表裏が一体
形成の中空体であるから、十分な強度を有し、変形する
ことがない。従って、コンクリートの硬化後型枠5を剥
離すると、第7図に示す如く寸法精度の高い土留め擁壁
14が築造される。そして土留め擁壁14の表面には型枠5
の凹部1により自然石模様の凸部15が形成されて、擁壁
14の表面全体に石積模様16が形成される。
The concrete formwork for pattern formation such as masonry shown in Figs. 1 and 2 configured as described above is the same as a normal steel formwork at the construction site of the concrete structure, for example, the construction site of the steep slope collapse prevention work. Similarly, as shown in FIG. 6, they are arranged in a zigzag manner, the bolts are inserted into the frame connecting holes 6 of the ribs 2 adjacent to each other on the adjacent outer periphery, and the nuts are tightened to assemble the stone pattern panel 11, and the thick timber is used. Hold by 12 etc. In this assembly, the form 5
Since is a hollow body, it is lightweight and easy to carry, handle and work. Then, the masonry pattern panel 11 is set at a predetermined angle as shown in FIG. 6, and concrete (not shown) is placed inside thereof. In this concrete casting, the mold 5 is made of polyethylene, but since the front and back are integrally formed hollow bodies, it has sufficient strength and does not deform. Therefore, if the formwork 5 is peeled off after the concrete is hardened, the earth retaining wall with high dimensional accuracy as shown in FIG.
14 are built. And on the surface of the earth retaining wall 14, formwork 5
The recessed portion 1 forms a raised portion 15 with a natural stone pattern,
A masonry pattern 16 is formed on the entire surface of 14.

この石積模様の土留め擁壁14の築造に於いて、第4図に
示す中空体内に発泡体7を充填したコンクリート型枠5
を用いれば、軽量性を損なうことなく耐圧縮性の向上を
図ることができる。
In constructing the earth retaining wall 14 of this masonry pattern, the concrete formwork 5 in which the foam body 7 is filled in the hollow body shown in FIG.
By using, it is possible to improve the compression resistance without impairing the lightness.

また第5図に示す中空体の外周側のリブ2に補強材8を
設けた剛性の高いコンクリート型枠5を用いれば、該型
枠5を千鳥に配列し結合する際剛固に結合できて、組立
てた石積模様パネル11の変形を防止できる。
Further, by using a highly rigid concrete formwork 5 in which a reinforcing material 8 is provided on the ribs 2 on the outer peripheral side of the hollow body shown in FIG. 5, it is possible to rigidly join the formwork 5 in a staggered arrangement. The deformation of the assembled stone pattern panel 11 can be prevented.

次に本発明の石積等の模様形成用コンクリート型枠の他
の1つの一実施例を図によって説明すると、第8図に示
す如く表面に3個の凹部1aを備えた表面板20と、該表面
板20の外周に側壁21を備え、側壁21の下端に第9図に示
す如く底板22を備え、これら表面板20,側壁21,底板22が
ポリプロピレンのブロー成形により一体に形成されて、
中空体の型枠23が構成されている。そしてこの型枠23に
は、型枠連結用の凹み24及び突起25が隣接する型枠同志
が嵌合するように夫々反対側の側壁21に設けられてい
る。
Next, another embodiment of the concrete formwork for forming patterns such as masonry according to the present invention will be described with reference to the drawing. As shown in FIG. 8, a surface plate 20 having three recesses 1a on the surface thereof, A side wall 21 is provided on the outer periphery of the surface plate 20, and a bottom plate 22 is provided at the lower end of the side wall 21 as shown in FIG. 9, and these surface plate 20, side wall 21, and bottom plate 22 are integrally formed by blow molding of polypropylene,
A hollow body form 23 is configured. The mold 23 is provided with a recess 24 and a protrusion 25 for connecting the molds on the opposite side walls 21 so that the adjacent molds fit together.

第10図に示す他の実施例は、第9図に示す中空体の型枠
23内に発泡体7が充填されてなるものである。
Another embodiment shown in FIG. 10 is a hollow formwork shown in FIG.
23 is filled with the foam 7.

第11図に示す他の実施例は、第9図に示す中空体の型枠
23の底板22の中間に、表面板20の中間の目地部20aに対
応してリブ26を内側に突出して一体に設けたものであ
る。
Another embodiment shown in FIG. 11 is a formwork of a hollow body shown in FIG.
A rib 26 is integrally provided in the middle of the bottom plate 22 of 23 corresponding to the joint 20a in the middle of the surface plate 20 so as to project inward.

前記の如く構成された第8,9図に示す石積等の模様形成
用コンクリート型枠は、コンクリート構造物の施工場
所、例えば急傾斜地崩壊防止工事の施工場所で、通常の
鋼製型枠と同様に第12図に示す如く上下に配列し、隣接
する側壁21同志の凹み24と突起25を嵌合し、さらにこの
上下に配列したものを左右に配列し、隣接する側壁21同
志の凹み24と突起25を嵌合して、石積模様パネル27を組
立て、端太材12等で保持する。この石積模様パネル27の
組立てに於いて型枠23は中空体であるので、軽量で運
搬、取扱いが容易で作業し易い。そしてこの石積模様パ
ネル27を第12図に示すように所定の角度にセットし、そ
の内側にコンクリート(図示省略)を打設する。このコ
ンクリート13の打設に於いて、型枠23はポリプロピレン
製であるが、表面板20,側壁21,底板22が一体形成の中空
体であるから十分な強度を有し、変形することがない。
従って、コンクリートの硬化後型枠23を剥離すると、第
7図と同様に寸法精度の高い土留め擁壁14が築造され
る。そして土留め擁壁14の表面には型枠23の凹部1aによ
り自然石模様の凸部15が形成されて、擁壁14の表面全体
に石積模様16が形成される。
The concrete formwork for pattern formation such as masonry shown in FIGS. 8 and 9 configured as described above is the same as a normal steel formwork at a construction site of a concrete structure, for example, a construction site for a steep slope collapse prevention work. As shown in FIG. 12, the upper and lower parts are arranged vertically, and the recesses 24 and the protrusions 25 of the adjacent side walls 21 are fitted, and the vertically arranged parts are arranged left and right to form the recesses 24 of the adjacent side walls 21. The projections 25 are fitted to each other, the masonry pattern panel 27 is assembled and held by the edge thick material 12 and the like. In assembling the masonry pattern panel 27, since the formwork 23 is a hollow body, it is lightweight and easy to carry, handle and work. Then, the masonry pattern panel 27 is set at a predetermined angle as shown in FIG. 12, and concrete (not shown) is placed inside thereof. In the casting of the concrete 13, the mold 23 is made of polypropylene, but since the surface plate 20, the side wall 21, and the bottom plate 22 are hollow bodies integrally formed, they have sufficient strength and do not deform. .
Therefore, when the formwork 23 is peeled off after the concrete is hardened, the earth retaining wall 14 with high dimensional accuracy is built as in FIG. Then, a convex portion 15 having a natural stone pattern is formed on the surface of the earth retaining wall 14 by the concave portion 1a of the mold 23, and a masonry pattern 16 is formed on the entire surface of the retaining wall 14.

この石積模様の土留め擁壁14の築造に於いて、第10図に
示すように中空体内に発泡体7を充填したコンクリート
型枠23を用いれば、軽量性を損なうことなく耐圧縮性の
向上を図ることができる。
In the construction of the earth retaining wall 14 of this masonry pattern, by using the concrete formwork 23 in which the foam body 7 is filled in the hollow body as shown in FIG. 10, the compression resistance is improved without impairing the lightness. Can be achieved.

また第11図に示すように中空体の底板22の中間に、リブ
26を内側に突出して一体に設けた剛性の高いコンクリー
ト型枠23を用いれば、該型枠23を上下,左右に配列し組
立てた石積模様パネル27の変形を防止できる。
Further, as shown in FIG. 11, a rib is provided in the middle of the bottom plate 22 of the hollow body.
By using a highly rigid concrete formwork 23 in which 26 is projected inward and integrally provided, deformation of the masonry pattern panel 27 assembled by arranging the formwork 23 vertically and horizontally can be prevented.

尚、本発明の石積等の模様形成用コンクリート型枠は、
基本的に通常の鋼製型枠と同様に使用するものである
が、大がかりな石積等の模様のコンクリート斜面を築造
する場合には、型枠基盤に取付けて補強の上、石積模様
パネルを組立てるようにすると良い。この時、コンクリ
ート型枠は型枠基盤に接着剤で固定するか、或いはコン
クリート型枠の表面周囲に明けるボルト挿通孔より型枠
基盤の周囲に明けるボルト挿通孔にボルトを挿通し、ナ
ットを螺締してコンクリート型枠と型枠基盤とを結合す
ると良い。
Incidentally, the concrete formwork for pattern formation such as the masonry of the present invention,
Basically, it is used in the same way as an ordinary steel form, but when constructing a concrete slope with a pattern such as a large masonry, it is attached to the formwork base and reinforced, and a masonry pattern panel is assembled. It is good to do so. At this time, the concrete formwork is fixed to the formwork base with an adhesive, or the bolts are inserted through the bolt insertion holes that are opened around the surface of the concrete formwork and the nuts are screwed in. Tighten and connect the concrete formwork and the formwork base.

〔発明の効果〕〔The invention's effect〕

以上の説明で判るように本発明の石積等の模様形成用コ
ンクリート型枠は、合成樹脂製の中空体であるので、軽
量で運搬取扱いが容易であり、肉厚,寸法,形成を適切
に選定することにより、十分な強度が備わり、繰り返し
使用できる耐久性を有する。また中空体の内部に発泡体
を充填したものは、軽量性を損なうことなく耐圧縮性が
向上する。さらに中空体の外周側のリブに補強材を設け
たものや、底板の中間にリブを内側に突出して一体に設
けたものは、型枠の剛性が向上し、コンクリート打設時
組立てた石積等の模様パネルの変形を確実に防止でき
る。また中空体を構成する合成樹脂を、特にポリエチレ
ン,ポリプロピレン等のポリオレフィン系樹脂やそれら
の変性物とした場合は、摩擦係数が少なく表面が平滑と
なるので、打設コンクリートとの剥離性が向上し、脱型
が容易となる。
As can be seen from the above description, the concrete formwork for pattern formation of masonry or the like of the present invention is a hollow body made of synthetic resin, so it is lightweight and easy to carry and handle, and the wall thickness, dimensions and formation are appropriately selected. By doing so, it has sufficient strength and has durability that can be repeatedly used. Further, a hollow body filled with a foam improves the compression resistance without impairing the lightness. In addition, the ribs on the outer peripheral side of the hollow body are provided with a reinforcing material, and the ribs that are integrally formed by projecting the ribs inwardly in the middle of the bottom plate improve the rigidity of the formwork, and masonry etc. assembled during concrete placement. The deformation of the pattern panel can be reliably prevented. Further, when the synthetic resin forming the hollow body is a polyolefin resin such as polyethylene or polypropylene or a modified product thereof, the friction coefficient is small and the surface becomes smooth, so that the peelability from the cast concrete is improved. , Easy to remove from the mold.

さらにまた、本発明の石積等の模様形成用コンクリート
型枠は、中空体や中空体の内部に発泡体を充填したもの
であるから、断熱性に優れ、寒冷地でも石積等の模様の
コンクリート構造物を施工できる。
Furthermore, since the concrete formwork for pattern formation such as masonry of the present invention is a hollow body or a hollow body filled with a foam, it has excellent heat insulation properties and has a concrete structure with a pattern such as masonry even in cold regions. You can build things.

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

第1図は本発明の石積等の模様形成用コンクリート型枠
の1つの一実施例を示す斜視図、第2図は第1図のA−
A線断面図、第3図a,bは第1,2図の石積等の模様形成用
コンクリート型枠の製作方法を示す図、第4図及び第5
図はそれぞれ他の実施例を示す断面図、第6図は第1,2
図の石積等の模様形成用コンクリート型枠により石積模
様パネルを組立てた状態を示す斜視図、第7図は石積模
様の形成された土留め擁壁を示す斜視図、第8図は本発
明の石積等の模様形成用コンクリート型枠の他の1つの
実施例を示す斜視図、第9図は第8図のB−B線断面
図、第10図及び第11図はそれぞれ他の実施例を示す断面
図、第12図は第8,9図の石積等の模様形成用コンクリー
ト型枠により石積模様パネルを組立てた状態を示す斜視
図である。 1,1a……凹部、2……リブ 3……表面側、4……裏面側 5……型枠、6……型枠連結用孔 7……発泡体、8……補強材 20……表面板、20a……目地部 21……側壁、22……底板 23……型枠、24……凹み 25……突起、26……リブ
FIG. 1 is a perspective view showing one embodiment of a concrete formwork for forming patterns such as masonry according to the present invention, and FIG. 2 is A- in FIG.
A sectional view taken along the line A, and FIGS. 3A and 3B are diagrams showing a method for manufacturing a concrete formwork for pattern formation such as masonry shown in FIGS. 1 and 2, FIGS. 4 and 5.
FIG. 6 is a sectional view showing another embodiment, and FIG.
Fig. 7 is a perspective view showing a state in which a masonry pattern panel is assembled by a concrete formwork for forming a pattern such as a masonry, Fig. 7 is a perspective view showing an earth retaining wall on which a masonry pattern is formed, and Fig. 8 is a diagram showing the present invention. FIG. 9 is a perspective view showing another embodiment of a concrete formwork for forming patterns such as masonry, FIG. 9 is a sectional view taken along the line BB of FIG. 8, and FIGS. 10 and 11 are other embodiments. FIG. 12 is a perspective view showing a state in which a masonry pattern panel is assembled by the concrete formwork for forming a pattern such as a masonry shown in FIGS. 8 and 9. 1, 1a ... Recess, 2 ... Rib 3 ... Front side, 4 ... Back side 5 ... Formwork, 6 ... Formwork connection hole 7 ... Foam, 8 ... Reinforcing material 20 ... Surface plate, 20a ... Joint 21 ... Side wall, 22 ... Bottom plate 23 ... Formwork, 24 ... Recess 25 ... Protrusion, 26 ... Rib

───────────────────────────────────────────────────── フロントページの続き (72)発明者 松井 清 東京都練馬区高野台5―17―1 ─────────────────────────────────────────────────── ─── Continued Front Page (72) Inventor Kiyoshi Matsui 5-17-1 Takanodai, Nerima-ku, Tokyo

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】打設コンクリート表面に石積等の模様を有
する外観を表現する複数の凹部を備え、該凹部の周囲に
リブを備えた合成樹脂製コンクリート型枠であって、前
記凹部及びリブの表面を有する表面側と前記凹部及びリ
ブの裏面を有する裏面側とが、ブロー成形により一体に
形成されて型枠が中空体に構成されていることを特徴と
する石積等の模様形成用コンクリート型枠。
1. A synthetic resin concrete formwork provided with a plurality of recesses on the surface of a cast concrete for expressing an appearance having a pattern such as a masonry, and ribs around the recesses. A concrete mold for forming a pattern such as a masonry, characterized in that a front surface side having a front surface and a back surface side having the back surface of the recess and the rib are integrally formed by blow molding to form a mold body into a hollow body. frame.
【請求項2】合成樹脂製コンクリート型枠であって、打
設コンクリート表面に石積等の模様を有する外観を表現
する複数の凹部を備えた表面板と、該表面板の外周に側
壁を備え、側壁の下端に底板を備え、これらがブロー成
形により一体に形成されて中空体の型枠が構成されてい
ることを特徴とする石積等の模様形成用コンクリート型
枠。
2. A concrete mold made of synthetic resin, comprising a surface plate having a plurality of recesses for expressing an appearance having a pattern such as masonry on the surface of the cast concrete, and a side wall on the outer periphery of the surface plate. A concrete formwork for forming a pattern such as a masonry, characterized in that a bottom plate is provided at the lower end of the side wall, and these are integrally formed by blow molding to form a formwork of a hollow body.
【請求項3】中空体の内部に発泡体が充填されているこ
とを特徴とする請求項1)または2)記載の石積等の模
様形成用コンクリート型枠。
3. A concrete formwork for forming a pattern such as a masonry according to claim 1) or 2), wherein the hollow body is filled with a foam.
【請求項4】中空体の外周側のリブに補強材が設けられ
た請求項1),3)のいずれかに記載の石積等の模様形成
用コンクリート型枠。
4. The concrete formwork for forming a pattern such as a masonry according to claim 1, wherein a reinforcing material is provided on a rib on the outer peripheral side of the hollow body.
【請求項5】中空体の型枠の底板の中間に、リブが内側
に突出して一体に設けられた請求項2)または3)記載
の石積等の模様形成用コンクリート型枠。
5. The concrete formwork for forming patterns such as masonry according to claim 2) or 3), wherein ribs are integrally provided so as to project inwardly in the middle of the bottom plate of the formwork of the hollow body.
【請求項6】中空体を構成する合成樹脂が、ポリエチレ
ン,ポリプロピレン等のポリオレフィン系樹脂、それら
の変性物あるいはコンパウンドのいずれかよりなる請求
項1)〜5)のいずれかに記載の石積等の模様形成用コ
ンクリート型枠。
6. The masonry or the like according to any one of claims 1) to 5), wherein the synthetic resin constituting the hollow body is a polyolefin resin such as polyethylene or polypropylene, or a modified product or compound thereof. Concrete formwork for pattern formation.
JP33605290A 1990-11-30 1990-11-30 Concrete formwork for patterning masonry Expired - Lifetime JPH07110489B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33605290A JPH07110489B2 (en) 1990-11-30 1990-11-30 Concrete formwork for patterning masonry

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33605290A JPH07110489B2 (en) 1990-11-30 1990-11-30 Concrete formwork for patterning masonry

Publications (2)

Publication Number Publication Date
JPH04201409A JPH04201409A (en) 1992-07-22
JPH07110489B2 true JPH07110489B2 (en) 1995-11-29

Family

ID=18295207

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33605290A Expired - Lifetime JPH07110489B2 (en) 1990-11-30 1990-11-30 Concrete formwork for patterning masonry

Country Status (1)

Country Link
JP (1) JPH07110489B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4676481B2 (en) * 2007-12-17 2011-04-27 卓生 行本 Revetment retaining wall lease formwork method, revetment retaining wall and lease form used for it
CN104453216B (en) * 2014-11-14 2016-05-04 阳文皇 A kind of end cap for composite core formwork
CN104880354A (en) * 2015-06-15 2015-09-02 中国电建集团成都勘测设计研究院有限公司 Sampling mould for experiment in rock mass mechanics

Also Published As

Publication number Publication date
JPH04201409A (en) 1992-07-22

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