JP3184925B2 - Synthetic resin architectural formwork - Google Patents

Synthetic resin architectural formwork

Info

Publication number
JP3184925B2
JP3184925B2 JP35844292A JP35844292A JP3184925B2 JP 3184925 B2 JP3184925 B2 JP 3184925B2 JP 35844292 A JP35844292 A JP 35844292A JP 35844292 A JP35844292 A JP 35844292A JP 3184925 B2 JP3184925 B2 JP 3184925B2
Authority
JP
Japan
Prior art keywords
side plate
face plate
plate
formwork
synthetic resin
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 - Fee Related
Application number
JP35844292A
Other languages
Japanese (ja)
Other versions
JPH06193259A (en
Inventor
治 中尾
進 亀井
Original Assignee
株式会社シンコーコーポレーション
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 株式会社シンコーコーポレーション filed Critical 株式会社シンコーコーポレーション
Priority to JP35844292A priority Critical patent/JP3184925B2/en
Publication of JPH06193259A publication Critical patent/JPH06193259A/en
Application granted granted Critical
Publication of JP3184925B2 publication Critical patent/JP3184925B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00Forming or shuttering elements for general use
    • E04G9/02Forming boards or similar elements
    • E04G2009/028Forming boards or similar elements with reinforcing ribs on the underside

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、コンクリート打設工事
等において使用される合成樹脂製の建築用型枠(土木工
事用型枠を含む)に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a synthetic resin architectural form (including a civil engineering form) used in concrete casting work and the like.

【0002】[0002]

【従来の技術】従来この種の型枠として汎用されている
ものは、硬質かつ厚手の木質合板もしくは鋼板を面板と
し、その周縁部等からフランジ(角材を含む)やリブ
(角材を含む)を立設した構造である。
2. Description of the Related Art Conventionally, as a form frame of this type, a hard and thick wood plywood or steel plate is used as a face plate, and flanges (including square members) and ribs (including square members) are formed from the periphery thereof. It is a standing structure.

【0003】したがって従来の型枠は、一般に重量が相
当に大で取扱が必ずしも楽でなく、木製のものにあって
は特に吸水による重量増加と、吸水・乾燥の反復による
早期劣化など、耐久性にも問題があった。しかも硬化し
たコンクリートの表層部が鋼板や木板に付着するから型
枠撤去後のコンクリート表面には不規則な凹凸を生じる
のみならず、該型枠表面に付着したコンクリートを次回
使用の前に取り除かねばならない。
[0003] Therefore, conventional molds generally have a considerable weight and are not always easy to handle, and in the case of wooden ones, durability is particularly high, such as increased weight due to water absorption and early deterioration due to repeated water absorption and drying. There was also a problem. In addition, since the surface layer of the hardened concrete adheres to the steel plate or the wooden board, not only irregularities are generated on the concrete surface after removing the formwork, but also the concrete attached to the formwork surface must be removed before the next use. No.

【0004】[0004]

【発明が解決しようとする課題】そのため、軽量化を意
図してアルミニウム材を押出し又は引抜き法により断面
「ハーモニカ」形のものとする試みも一部ではなされて
いるが、型枠のような大寸の異形構造材を押出し又は引
抜くことは決して容易でなく、敢えてこれを実施すれば
製造コストの高騰を招くことになる。更に、アルミニウ
ムは鋼や木材同様、コンクリートに対し親和性があるか
ら硬化したコンクリートがアルミ製型枠の表面に付着す
る、という問題は未解決のまま残る。
For this reason, some attempts have been made to extrude or draw an aluminum material into a "harmonic" cross section for the purpose of weight reduction. Extrusion or pulling out of irregularly shaped structural members is by no means easy, and daring to do so would lead to increased manufacturing costs. Further, aluminum has an affinity for concrete, like steel and wood, so that the problem that hardened concrete adheres to the surface of the aluminum formwork remains unsolved.

【0005】そこで本発明は、軽量で十分な強度をも
ち、且つ型枠寸法の整数分の1の寸法を有する単位枠を
合成樹脂材によって一体成形し、使用時にこれを連結す
ることによって容易に定形寸法の型枠を組み立てること
ができる合成樹脂製型枠を提供することにより従来の諸
問題を一挙に解消しようとするものである。
Accordingly, the present invention provides a unit frame which is lightweight, has sufficient strength, and has a dimension which is a fraction of the dimension of the mold frame, is integrally formed of a synthetic resin material, and is easily connected by being used. An object of the present invention is to provide a synthetic resin mold capable of assembling a mold having a fixed size to solve various conventional problems.

【0006】[0006]

【課題を解決するための手段】この課題を解決すべくな
された本発明の概要を、図中の符号を用いて先ず説明す
ると、合成樹脂材による一体成型品であって、型枠横幅
寸法の整数分の1のサイズを有する長方形状の面板(19)
と、該面板(19)の裏面の長辺縁部に沿って形成された側
板(12),(13)と、、該側板(12),(13)に形成された連結部
(11)と、面板(19)の裏面の短辺縁部に形成された側板(4
0)と、該側板(40)の下端部分で外側方に張出して形成さ
れた角材載置用の鍔状部(14)と、前記側板で囲まれた面
板裏面に形成された多数の凸状リブ(15),(16)とから成
り、該凸状リブの少なくとも一部が短辺部の側板(40)に
隣接するエリアにおいて前記側板(40)の高さよりより低
く形成されている単位枠(10)であって、該単位枠(10)の
複数個が前記連結部(11)で連結され、かつ鍔状部(14),
(14)で共通の角材によりクギ打ち結合されて成る構造と
したものである。
The outline of the present invention to solve this problem will be described first with reference to the reference numerals in the drawings. Rectangular face plate having a size of 1 / integer (19)
And side plates (12) and (13) formed along the long side edge of the back surface of the face plate (19), and a connecting portion formed on the side plates (12) and (13).
(11) and a side plate (4) formed on the short side edge of the back surface of the face plate (19).
0), and a flange-shaped portion (14) for mounting square bars formed by projecting outward at a lower end portion of the side plate (40), and a number of convex shapes formed on the back surface of the face plate surrounded by the side plate. A unit frame composed of ribs (15) and (16), wherein at least a part of the convex rib is formed lower than the height of the side plate (40) in an area adjacent to the side plate (40) on the short side. (10), a plurality of the unit frame (10) is connected by the connecting portion (11), and a flange portion (14),
(14) is a structure that is nailed and connected by a common square bar.

【0007】[0007]

【作用】上記のごとく構成された合成樹脂製型枠(K)は
複数の、例えば6個の単位枠(10)…を一方の単位枠の側
板(12)と隣接する他の単位枠の側板(13)とで連結部(11)
により互いに連結して一つの型枠を形成する。前記連結
部(11)はアリ溝とキーによる構成でもよく、あるいは側
板(12)、(13)を挟みつけるクリップであってもよい。し
かし、これだけでは、面板に垂直の方向には相対的にズ
レる恐れがあるから、本発明では、アリ溝形凹部を有し
ない側の対向辺から面板の属する平面内において外方へ
鍔状部(14),(14)を延設形成してあり、複数の単位枠に
亙り一直線に連なった該鍔状部は共通の角材へクギ止め
で固定される。即ち、鍔状部(14),(14)には木質角材(3
0)が載置され、鍔状部(14)にあけたクギ穴(31)から(50)
でクギ止めされて図1及び図2で示した型枠(K)が組み
立てられる。そして建築現場において図8に示すよう
に、側板(40)の内方から長尺のクギ(51)が打ち込まれて
隣接する型枠同士(K),(K)同士が連結されるものであ
る。
The synthetic resin frame (K) constructed as described above is composed of a plurality of, for example, six unit frames (10)... And a side plate (12) of one unit frame and a side plate of another unit frame adjacent thereto. (13) and connection part (11)
To form a single formwork. The connecting portion (11) may be formed by a dovetail groove and a key, or may be a clip for sandwiching the side plates (12) and (13). However, this alone may cause relative displacement in the direction perpendicular to the face plate.In the present invention, the flange-like portion ( 14) and (14) are formed so as to extend, and the flange-shaped portion, which is linearly connected over a plurality of unit frames, is fixed to a common square member with a nail. In other words, the wooden timber (3
(0) is placed, and the nail holes (31) to (50)
Then, the formwork (K) shown in FIGS. 1 and 2 is assembled. Then, at the construction site, as shown in FIG. 8, a long nail (51) is driven from inside the side plate (40) to connect adjacent formwork (K), (K). .

【0008】[0008]

【実施例】以下において、横1800mm×縦600mmの
長方形をなす定形型枠(K)を作成するための本発明の一
実施例について、図面に基づき説明すると、図3以降に
に示すように、単位枠(10)はポリプロピレン樹脂を溶融
押出成形してなる面板(19)を備えており、この面板(19)
の厚さは一例として4mmであり、従来の木質合板の場合
の厚さ12mmに比し極めて薄いものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention for producing a rectangular formwork (K) having a rectangular shape of 1800 mm (width) × 600 mm (length) will be described below with reference to the drawings. The unit frame (10) includes a face plate (19) formed by melt-extruding a polypropylene resin, and the face plate (19)
Is 4 mm as an example, which is extremely thin as compared with the thickness of 12 mm in the case of conventional wood plywood.

【0009】図1と図3に明らかなように、単位枠(10)
は、その長辺を型枠(K)の短辺の長さ(本例では600m
m)にしてあり、その短辺は型枠長辺の長さである18
00mmを整数分の1、本例の場合には6分の1(300
mm)としたものである。
As is apparent from FIGS. 1 and 3, the unit frame (10)
Means that the long side is the length of the short side of the formwork (K) (600 m in this example).
m), the short side of which is the length of the long side of the formwork.
00 mm is 1 / integer, and in this case, 1/6 (300
mm).

【0010】各単位枠(10)の面板(19)の裏面(R)には、
後述の凸状リブ(15),(16),(17)及び突起(18)を立設形成
してあるほか、外向き狭隘部(11a)と内方拡大部(11b)と
のアリ形状凹部から成る連結部(11)が、裏面(R)から表
面(H)へ向い、且つ該表面の手前で終端となるよう面板
(19)の対向辺A,B、つまり長辺に沿い該面板から立設
された垂直の、図4(a)上で上側の側板(12)と下側の
側板(13)の所定部位、本例の場合には両端近傍と中央、
に形成されている。各リブの厚さは面板と同じく4mmと
してあり、突起(18)の直径は、セパレーター端部挿通用
の穴(S)を貫設できるよう30mmφとしてある。
[0010] On the back (R) of the face plate (19) of each unit frame (10),
In addition to the protruding ribs (15), (16), (17) and projections (18) to be described later being formed upright, an ant-shaped concave portion of an outward narrow portion (11a) and an inwardly expanding portion (11b) is formed. A connecting portion (11) consisting of a face plate facing from the back surface (R) to the front surface (H) and terminating short of the front surface.
(19), predetermined portions of the upper side plate (12) and the lower side plate (13) in FIG. In the case of this example, near the both ends and the center,
Is formed. The thickness of each rib is 4 mm as in the face plate, and the diameter of the projection (18) is 30 mmφ so that the hole (S) for inserting the end of the separator can be inserted.

【0011】密接させた隣接単位枠(10),(10)の前記側
板(12),(13)が有する狭隘部(11a)どうしが位置整合して
実質的に瓢箪形を呈している連結部(11),(11)へ、同形
のキー(20)が打ち込まれて単位枠どうしが相互に連結さ
れる。このキーは、2つの梯形を短辺どうし融合させた
断面形状を有するものであるが、これは図6に示すよう
にIビーム形やH鋼形、或は図5に示すように、それら
の側溝部分に丸みを付けたもの、更には図7に示すよう
に1対の円形部が狭窄部を介し連なった形、等々でよ
く、中央部(21)が細く両側部(22),(22)が互いに対称形
をなして広がった「実質的」に瓢箪形と言える形状であ
ればよい。
[0011] A connecting portion in which the narrow portions (11a) of the side plates (12), (13) of the closely adjacent unit frames (10), (10) are aligned with each other and has a substantially gourd shape. A key (20) having the same shape is driven into (11) and (11), and the unit frames are connected to each other. This key has a cross-sectional shape in which two trapezoids are merged with each other on the short side. This key is an I-beam type or an H-steel type as shown in FIG. The side groove portion may be rounded, and furthermore, a pair of circular portions may be connected via a constricted portion as shown in FIG. 7, etc., and the central portion (21) is thin and both side portions (22), (22) ) May be any shape that can be said to be “substantially” a gourd-shaped shape that is symmetrical and spread.

【0012】前記の対向辺A,Bに挟まれた他の対向辺
C,D、つまり短辺には面板裏面に突出する側板(40),(4
0)が形成され、該側板(40),(40)の下端部には外側方に
張り出して面板(19)の属する平面内で一直線に連なった
鍔状部(14),(14)が設けられている。そしてこの鍔状部
(14),(14)には木質角材(30)が載置され、鍔状部(14)に
あけたクギ穴(31)から(50)でクギ止めされて図1及び図
2で示した型枠(K)が組み立てられる。そして建築現場
において図8に示すように、側板(40)の内方から長尺の
クギ(51)が打ち込まれて隣接する型枠同士(K),(K)同士
が連結されるものである。
Side plates (40), (4) projecting from the back surface of the face plate on the other opposite sides C, D sandwiched by the above-mentioned opposite sides A, B, that is, on the short side.
(0) is formed, and flanges (14), (14) are provided at the lower ends of the side plates (40), (40) and project outward and are aligned straight in a plane to which the face plate (19) belongs. Have been. And this collar
Wooden lumber (30) is placed on (14), (14), and is nailed with a nail (50) from a nail hole (31) drilled in the collar (14), as shown in FIGS. 1 and 2. The formwork (K) is assembled. Then, at the construction site, as shown in FIG. 8, a long nail (51) is driven from inside the side plate (40) to connect adjacent formwork (K), (K). .

【0013】面板裏面には前記側板(12)及び(13)より低
い高さの、図4(a)上で横向きの直線状凸状リブ(15)
と縦向きの直線状の凸状リブ(16)とが互いに補強し合う
かたち、即ち長短両辺の何れかと平行かつ相互に交差し
て配置されており、単位枠面板の左右には、夫々その中
央部に直線状凸状リブがない区域を設けてあり、この区
域に6重同心円状の凸状リブ(17)と突起(18)が設けられ
ている。なお、これら凸状リブ(15),(16),(17)の高さは
本例の場合面板表面から12mmである。このように面板
(19)の裏面中間部分に形成される凸状リブを側板(12),
(13),(40),(40)より低く形成することによって、図8に
示すように側板(40)の内方から長尺のクギ(51)を打ち込
んで隣接する型枠同士(K),(K)同士を連結する際のクギ
打ち作業を容易にしている。この凸状リブ(15)、(16)は
必ずしも全部が側板(40)より低く形成する必要はなく、
側板(40)の内側から鍔状部(14)に載置された木質角材(3
0)に向かってクギ打ちする際に凸状リブが邪魔にならな
いようなエリアのみ低く形成するようにしてもよい。
On the back of the face plate, a straight convex rib (15), which is lower in height than the side plates (12) and (13) and is horizontal in FIG.
And the vertically oriented linear convex ribs (16) are arranged so as to reinforce each other, i.e., parallel to and intersect with either of the long and short sides. The area is provided with an area having no linear convex ribs, and in this area, six concentric convex ribs (17) and projections (18) are provided. The height of these convex ribs (15), (16) and (17) is 12 mm from the surface of the face plate in this embodiment. Face plate like this
The convex ribs formed in the middle part of the back surface of (19) are side plates (12),
(13), (40), by forming lower than (40), a long nail (51) is driven from inside the side plate (40) as shown in FIG. , (K) facilitates nailing work when connecting each other. These convex ribs (15), (16) do not necessarily need to be formed entirely lower than the side plate (40),
Wooden timber (3) placed on the collar (14) from the inside of the side plate (40)
It may be so formed that only the area where the convex rib does not interfere when the nailing is performed toward 0) is lowered.

【0014】さらに本例では、側板(40)の外側下部に形
成した鍔状部(14)の周縁と中央にも前記の凸状リブと同
高の補強リブ(41)を形成してあるから、角材(30)への取
付けは強固である。また、図4(a)及び(b)に示す
ように、前記の側板(12),(13)の何れか一方、好ましく
は両方、に隣接型枠(K),(K)間の連結に用いる穴(12a),
(13a)を穿設してある。この穴には、C字形クリップ等
を差し込み、隣接フランジどうしを連結するものであ
る。従って、これを利用して単位枠(10)どうしの連結に
も使用できる。
Further, in this embodiment, a reinforcing rib (41) having the same height as the above-mentioned convex rib is formed also at the periphery and the center of the flange-shaped portion (14) formed at the outer lower portion of the side plate (40). The installation on the timber (30) is robust. Further, as shown in FIGS. 4A and 4B, one of the side plates (12) and (13), preferably both, is connected to the adjacent formwork (K), (K). Holes used (12a),
(13a) is perforated. A C-shaped clip or the like is inserted into this hole to connect adjacent flanges. Therefore, this can be used to connect the unit frames (10).

【0015】単位枠(10)の材料としての合成樹脂は、離
型性かつ耐久性にすぐれた適宜のもの、例えば、ポリプ
ロピレン樹脂、アクリル樹脂、ポリカーボネート樹脂あ
るいはFRPなどの中から選択すればよい。該材料の機
械的強度特性も重要であり、その観点からは面板と一体
をなす凸状リブ(15)、(16)が直線状に延び、中央部で凸
状リブ(17)が同心円を描くよう配置されていることが望
ましい。
The synthetic resin as the material of the unit frame (10) may be selected from appropriate ones having excellent releasability and durability, such as polypropylene resin, acrylic resin, polycarbonate resin or FRP. The mechanical strength characteristics of the material are also important, and from that point of view, the convex ribs (15) and (16) that are integral with the face plate extend linearly, and the convex rib (17) at the center draws a concentric circle. It is desirable that they are arranged as follows.

【0016】単位枠は、汎用されている型枠の慣用寸
法、即ち縦600mm、横1800mm(土木工事では15
00mmが一般的)の整数分の1のサイズを有することが
望ましい。一例としては縦300mm、横600mmの単位
枠6個(若しくは5個)を横1列に並べて連結できるも
の、つまり一例として6分の1(若しくは5分の1)サ
イズの単位枠、が有利である。何故ならば、一般に土木
工事等においては300mmの倍数の寸法が用いられるこ
とが多く、工事途中での寸法変更も同様に300mm単位
で行われることが多いからである。
The unit frame has the conventional dimensions of a commonly used mold, that is, 600 mm long and 1800 mm wide (15 mm in civil engineering work).
It is desirable to have a size that is 1 / integer of (typically 00 mm). As an example, a unit frame having a length of 300 mm and a width of 600 mm and having six (or five) unit frames that can be arranged in a row and connected to each other, that is, a unit frame having a size of 1/6 (or 1/5) is advantageous. is there. This is because, in general, civil engineering works and the like often use dimensions that are multiples of 300 mm, and dimensional changes during construction are also often made in 300 mm units.

【0017】したがって本発明の単位枠は、上記したよ
うに縦(又は横)方向の対向辺どうしの間の前記連結部
(10)による結合と、横(又は縦)方向の対向辺に沿って
延び複数単位枠に亙り一直線に連なった鍔状部(14)にお
ける角材クギ止めによる固着、の両手段により列設単位
枠を一体化し得る構成がよい。尚、上記実施例で示した
連結部において使用されるキーは、アルミニウム合金や
鉄などの適宜の金属の押出し棒状材を所要寸法に裁断し
たものである。
Therefore, as described above, the unit frame of the present invention includes the connecting portion between the opposing sides in the vertical (or horizontal) direction.
(10) and fixing by means of square nails at the flanges (14) extending along the opposite sides in the horizontal (or vertical) direction and extending in a straight line over a plurality of unit frames. Is preferable. The key used in the connecting portion shown in the above embodiment is formed by cutting an appropriate metal extruded rod-shaped material such as an aluminum alloy or iron into required dimensions.

【0018】前記連結部(11)による単位枠同士の連結
は、上記したアリ溝とキーによる構造に限定されない。
例えば側板(12)、(13)の平らな板状部分をクリップによ
って挟着することによって連結部とすることも可能であ
る。
The connection between the unit frames by the connecting portion (11) is not limited to the above-described structure using the dovetail groove and the key.
For example, a flat plate-like portion of the side plates (12) and (13) can be used as a connecting portion by sandwiching the flat plate-like portion with a clip.

【0019】図9乃至図15は、本発明における単位枠
(10)の側板(12),(13),(40),(40)で囲まれた裏面中間部
分での凸状リブ(15)(16)の配置に若干の変更を加えた実
施例を示すものであって、該実施例では直線状の凸状リ
ブによって概ね格子状に形成されている。側板(40)の内
側から鍔状部(14)に載置された木質角材に向かってクギ
打ちする際に邪魔にならないような位置にある1部の凸
状リブ(15'),(16')は側板(12),(13),(40)と同じ高さに
形成されている。勿論、全ての凸状リブを低く形成して
もよい。
FIGS. 9 to 15 show unit frames according to the present invention.
An embodiment in which the arrangement of the convex ribs (15) and (16) in the middle part of the back surface surrounded by the side plates (12), (13), (40), and (40) of (10) is slightly changed. In this embodiment, the ribs are formed in a substantially lattice shape by linear convex ribs. A portion of the convex ribs (15 '), (16') which are not in the way when nailing from the inside of the side plate (40) toward the wooden timber placed on the collar (14). ) Are formed at the same height as the side plates (12), (13) and (40). Of course, all convex ribs may be formed low.

【0020】以上本発明の代表的と思われる実施例につ
いて説明したが、本発明は必ずしもこれらの実施例構造
のみに限定されるものではなく、本発明の構成要件を備
え、かつ本発明の目的を達成し、下記の効果を奏する範
囲内において適宜改変して実施できるものである。
The embodiments which are considered to be representative of the present invention have been described above. However, the present invention is not necessarily limited to the structures of the embodiments, but has the constitutional requirements of the present invention and the object of the present invention. Is achieved, and the present invention can be implemented with appropriate modifications within a range in which the following effects can be obtained.

【0021】[0021]

【発明の効果】本発明の建築型枠用の合成樹脂製型枠
は、以上のように構成してあるから軽量であるにも拘わ
らず強靭で長持ちし、コンクリート打設工事を伴う各種
の建築土木工事の能率向上に寄与するところ大である。
しかも、合成樹脂製の面板はコンクリートの離型性がよ
いため美麗なコンクリート面を形成できると共に、付着
コンクリートを剥がすという従来の余分な作業も不要と
なる。特に重要な利点は、例えば縦600mm×横180
0mmといった大寸の型枠を一体ものとして射出成形する
場合に比べ、その数分の一のサイズの金型でよいから製
作容易であり、かつ軽量でコンパクトであるから搬送、
組立て並びに分解が容易である。
According to the present invention, since the synthetic resin formwork for building formwork of the present invention is constructed as described above, it is strong and durable despite its light weight, and it can be used for various types of construction involving concrete casting work. It greatly contributes to improving the efficiency of civil engineering work.
In addition, since the synthetic resin face plate has good releasability of concrete, a beautiful concrete surface can be formed, and the conventional extra work of peeling off the adhered concrete is not required. A particularly important advantage is that, for example,
Compared to the case where a large mold such as 0 mm is integrally formed by injection molding, it is easy to manufacture because a mold of a fraction of the size is sufficient, and it is lightweight and compact, so it can be transported.
Easy to assemble and disassemble.

【0022】さらに、通常の型枠は反復使用によって両
端部分、特にコーナー部分に損傷が生じ易く、このよう
な場合、型枠全体を廃棄しなければ成らないが、本発明
のように単位枠を組み合わせて型枠を形成した場合は、
損傷した部分の単位枠を交換するだけでよいから経済的
であり、また連結される単位枠の数によって型枠寸法の
調節が可能であるから作業が楽である。
In addition, the normal formwork is liable to cause damage to both ends, particularly corners, due to repeated use. In such a case, the entire formwork must be discarded. When combined to form a formwork,
It is economical because it is only necessary to replace the unit frame of the damaged part, and the work is easy because the size of the mold can be adjusted by the number of unit frames to be connected.

【0023】更に加えて、面板裏面の短辺縁部に形成さ
れた側板と、該側板の下端部分で外側方に張出して形成
された木質角材載置用の鍔状部が形成されているから、
複数の単位枠を組み合わせて型枠を形成する際にこの鍔
状部に木質角材を載せてクギ打ち固定することにより型
枠全体の補強とズレのない強力な一体結合が達成できる
と共に、面板中間面に形成された凸状リブが短辺部の側
板に隣接するエリアにおいて側板の高さよりより低く形
成されているので、型枠同士を側板部分でクギ打ち連結
する作業が容易である、等の種々の効果がある。
In addition, a side plate formed on the short side edge of the back surface of the face plate, and a flange portion for mounting a wooden timber, which is formed by projecting outward at a lower end portion of the side plate, are formed. ,
When a plurality of unit frames are combined to form a mold, a wooden piece of timber is placed on the flange and nailed and fixed to achieve a strong integral connection without reinforcement and displacement of the entire form, Since the convex ribs formed on the surface are formed lower than the height of the side plate in the area adjacent to the side plate on the short side portion, it is easy to nail and connect the mold frames with the side plate portion, etc. There are various effects.

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

【図1】本発明一実施例における単位枠を連結してなる
型枠の全体平面図。
FIG. 1 is an overall plan view of a mold formed by connecting unit frames in one embodiment of the present invention.

【図2】図1中のI−I線矢視による正面図。FIG. 2 is a front view taken along the line II in FIG. 1;

【図3】本発明一実施例における単位枠2つを突合わせ
組立中の状態を示したの分解斜視図。
FIG. 3 is an exploded perspective view showing a state where two unit frames are butted and assembled according to the embodiment of the present invention.

【図4】図4(a)は該実施例の単位枠1個を示した拡
大平面図、同(b)は図4(a)中のII−II線矢視によ
る正面図、同(c)は図4(a)中のIII−III線矢視に
よる側面図。
4A is an enlarged plan view showing one unit frame of the embodiment, FIG. 4B is a front view taken along the line II-II in FIG. 4A, and FIG. 4) is a side view taken along line III-III in FIG.

【図5】図5(a)及び(b)は改変例における要部の
拡大斜視図。
FIGS. 5A and 5B are enlarged perspective views of main parts in a modified example.

【図6】図6(a)及び(b)は改変例における要部の
拡大斜視図。
6 (a) and 6 (b) are enlarged perspective views of main parts in a modified example.

【図7】図7(a)及び(b)は改変例における要部の
拡大斜視図。
FIGS. 7A and 7B are enlarged perspective views of main parts in a modified example.

【図8】型枠同士をクギ打ちで連結した場合の部分的な
拡大断面図。
FIG. 8 is a partially enlarged cross-sectional view when the molds are connected by nailing.

【図9】本発明に係る単位枠の第二実施例を示す平面
図。
FIG. 9 is a plan view showing a second embodiment of the unit frame according to the present invention.

【図10】上記第二実施例の正面図。FIG. 10 is a front view of the second embodiment.

【図11】上記第二実施例の側面図。FIG. 11 is a side view of the second embodiment.

【図12】図9におけるC−C線に沿った断面図。FIG. 12 is a sectional view taken along the line CC in FIG. 9;

【図13】図9におけるD−D線に沿った断面図。FIG. 13 is a sectional view taken along the line DD in FIG. 9;

【図14】図9におけるA−A線に沿った断面図。FIG. 14 is a sectional view taken along the line AA in FIG. 9;

【図15】図9におけるB−B線に沿った断面図。FIG. 15 is a sectional view taken along the line BB in FIG. 9;

【符号の説明】[Explanation of symbols]

(10) 単位枠 (11) 連結部 (12) 側板 (13) 側板 (14) 鍔状部 (15) 凸状リブ (16) 凸状リブ (18) 突起 (19) 面板 (30) 木質角材 (40) 側板 (K) 合成樹脂製型枠 (10) Unit frame (11) Connection (12) Side plate (13) Side plate (14) Flange (15) Convex rib (16) Convex rib (18) Projection (19) Face plate (30) 40) Side plate (K) Synthetic resin formwork

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E04G 9/05 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 7 , DB name) E04G 9/05

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 合成樹脂材による一体成型品で製作され
且つ、型枠横幅寸法の整数分の1のサイズを有する長方
形状の面板(19)と、該面板(19)の裏面の長辺縁部に沿っ
て形成された側板(12),(13)と、該側板(12),(13)に形成
された連結部(11)と、面板(19)の裏面の短辺縁部に形成
された側板(40)と、該側板(40)の下端部分で外側方に張
出して形成された角材載置用の鍔状部(14)と、前記側板
で囲まれた面板裏面に形成された多数の凸状リブ(15),
(16)とから成り、該凸状リブの一部が少なくとも短辺部
の側板(40)に隣接するエリアにおいて前記側板(40)の高
さよりより低く形成されている単位枠(10)であって、該
単位枠(10)の複数個が前記連結部(11)で連結され、かつ
鍔状部(14),(14)で共通の角材によりクギ打ち結合され
て成る合成樹脂製型枠。
1. A rectangular face plate (19) made of a synthetic resin material and integrally molded and having a size that is a fraction of the width of the mold, and a long side edge of the back surface of the face plate (19). Side plates (12), (13) formed along the part, and formed on the side plates (12), (13)
Connection portion (11), a side plate (40) formed on the short side edge of the back surface of the face plate (19), and a square material placement formed by projecting outward at a lower end portion of the side plate (40). For the flange-shaped portion (14), a number of convex ribs (15) formed on the back surface of the face plate surrounded by the side plate,
(16), wherein a part of the convex rib is a unit frame (10) formed to be lower than the height of the side plate (40) at least in an area adjacent to the side plate (40) on the short side. Further, a synthetic resin formwork in which a plurality of the unit frames (10) are connected by the connecting portions (11) and are nailed and connected by common square members at the flange portions (14) and (14).
JP35844292A 1992-12-25 1992-12-25 Synthetic resin architectural formwork Expired - Fee Related JP3184925B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35844292A JP3184925B2 (en) 1992-12-25 1992-12-25 Synthetic resin architectural formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35844292A JP3184925B2 (en) 1992-12-25 1992-12-25 Synthetic resin architectural formwork

Publications (2)

Publication Number Publication Date
JPH06193259A JPH06193259A (en) 1994-07-12
JP3184925B2 true JP3184925B2 (en) 2001-07-09

Family

ID=18459327

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35844292A Expired - Fee Related JP3184925B2 (en) 1992-12-25 1992-12-25 Synthetic resin architectural formwork

Country Status (1)

Country Link
JP (1) JP3184925B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2666121B2 (en) * 1994-02-04 1997-10-22 三男 佐々木 Formwork elements and prefabricated formwork using them

Also Published As

Publication number Publication date
JPH06193259A (en) 1994-07-12

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