JP2566079Y2 - Connection structure of synthetic resin unit frame for building formwork - Google Patents

Connection structure of synthetic resin unit frame for building formwork

Info

Publication number
JP2566079Y2
JP2566079Y2 JP9291992U JP9291992U JP2566079Y2 JP 2566079 Y2 JP2566079 Y2 JP 2566079Y2 JP 9291992 U JP9291992 U JP 9291992U JP 9291992 U JP9291992 U JP 9291992U JP 2566079 Y2 JP2566079 Y2 JP 2566079Y2
Authority
JP
Japan
Prior art keywords
face plate
side plates
unit frame
formwork
plate
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
JP9291992U
Other languages
Japanese (ja)
Other versions
JPH0654842U (en
Inventor
治 中尾
進 亀井
Original Assignee
伸光企業株式会社
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 伸光企業株式会社 filed Critical 伸光企業株式会社
Priority to JP9291992U priority Critical patent/JP2566079Y2/en
Publication of JPH0654842U publication Critical patent/JPH0654842U/en
Application granted granted Critical
Publication of JP2566079Y2 publication Critical patent/JP2566079Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

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

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、コンクリート打設工事
等において使用される建築用型枠(土木工事用型枠を含
む)を構成すべき合成樹脂製単位枠の連結構造に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connecting structure of unit frames made of synthetic resin to form a building formwork (including a civil work formwork) 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]

【考案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 out an aluminum material into a "harmonic" cross section in order to reduce the weight of the aluminum material. 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】そこで本考案は、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
ができる単位枠を提供すると共に、これら単位枠の連結
を容易に行うことのできる連結構造を提案して上記従来
の諸問題を一挙に解消しようとするものである。
[0005] Therefore, the present invention makes it easy to integrally form a unit frame made of a synthetic resin material, which is lightweight, has sufficient strength, and has a dimension which is a fraction of the dimension of the mold, and which is connected when used. It is an object of the present invention to provide a unit frame capable of assembling a mold having a fixed size and to propose a connection structure capable of easily connecting these unit frames to solve the conventional problems at once. .

【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
された本考案の概要を、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、面板(19)の裏面の短辺縁部に形成され
た側板(40),(40)と、該側板(40),(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),(14)
と、前記側板(12),(13),(40),(40)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(15),(16)の一部は側板(40)の高さよりより低
く形成されており、更に、前記面板(19)の長辺部側板(1
2),(13)には相互の単位枠を連結するための連結部(11)
を備え、更に前記連結部(11)が外向き狭隘部(11a)と内
方拡大部(11b)とによるアリ溝形の凹部と、相対するこ
れら凹部に嵌合される略瓢箪形のキー(20)とにより構成
されている構造としたものである。
An outline of the present invention which has been made 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 side plates (40) formed on the short side edge of the back surface of the face plate (19). (40), the side plate (40), a flange-shaped portion (14), (14) for mounting a square bar formed by projecting outward at the lower end portion of the (40)
And a number of convex ribs (15), (16) formed on the back surface of the face plate surrounded by the side plates (12), (13), (40), (40), and the convex ribs ( 15), a part of (16) is formed lower than the height of the side plate (40), furthermore, the long side portion side plate (1
(2) and (13) have connecting parts (11) for connecting the unit frames.
Further, the connecting portion (11) is a dovetail-shaped recess formed by an outward narrow portion (11a) and an inwardly enlarged portion (11b), and a substantially gourd-shaped key ( 20).

【0007】[0007]

【作用】上記のごとく構成された単位枠は側板(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
に複数個、例えば6個連結されて一つの型枠を形成す
る。前記連結部(11)は外向き狭隘部(11a)と内方拡大部
(11b)とによるアリ溝形の凹部と、相対するこれら凹部
に嵌合される略瓢箪形のキー(20)とによって構成されて
いるから単位枠同士の連結が容易である。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、本考案では、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(1
4),(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(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(4
0)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 unit frame constructed as described above is connected to the side plate (12) and the side plate (13) of another adjacent unit frame by a connecting portion (11), and a plurality of, for example, six, are connected to one form frame. To form The connecting portion (11) has an outward narrow portion (11a) and an inward expanding portion.
(11b) and the substantially gourd-shaped key (20) fitted into these opposed concave portions, the unit frames can be easily connected to each other. However, this alone may cause relative displacement in the direction perpendicular to the face plate.In the present invention, the flange-shaped portion ( 1
4) 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. That is, a wooden timber (30) is placed on the flanges (14) and (14), and is nailed with a nail (50) from a nail hole (31) made in the flange (14). The mold (K) shown in FIG. 2 is assembled. Then, at the construction site, as shown in FIG.
A long nail (51) is driven from the inside of (0) 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考案の単
位枠(10)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、この単位枠はポリプロピ
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 a unit frame (10) of the present invention for producing a rectangular fixed frame (K) having a width of 1800 mm and a length of 600 mm will be described below with reference to the drawings. As shown in (1), this unit frame is provided with a face plate (19) formed by melt-extruding a polypropylene resin, and the thickness of the face plate (19) is 4 mm as an example, which is the same as that of a conventional wood plywood. It is extremely thin compared to a thickness of 12 mm.

【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 connection between the adjacent formwork (K) and (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】したがって本考案の単位枠は、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, the unit frame according to the present invention is, as described above, the connecting portion between the opposite 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、本考案における単位枠
(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 in 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】以上本考案の代表的と思われる実施例につ
いて説明したが、本考案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、本考案の構成要件を備
え、かつ本考案の目的を達成し、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。
Although the embodiments which are considered to be representative of the present invention have been described above, the present invention is not necessarily limited to only the structures of the embodiments, but has the constituent elements 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]

【考案の効果】本考案の建築型枠用の合成樹脂製単位枠
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。また、単位枠同士を連
結する際に、前記側板に形成される連結部が外向き狭隘
部と内方拡大部とによるアリ溝形の凹部と、相対するこ
れら凹部に嵌合される略瓢箪形のキーとによって構成さ
れているからキーを差し込むだけで簡単に単位枠同士を
連結することができる。
[Effect of the Invention] The synthetic resin unit frame for the building formwork of the present invention is constructed as described above, so that it is lightweight, strong and durable, and 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. Further, when connecting the unit frames, the connecting portion formed on the side plate has a dovetail-shaped recess formed by an outwardly narrow portion and an inwardly expanding portion, and a substantially gourd-shaped fitting which is fitted into the opposed recesses. The unit frames can be easily connected only by inserting the keys.

【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、本考案
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 be damaged at both ends, especially at the corners by 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
るエリアにおいて前記側板の内側から鍔状部上の木質角
材に向かってクギ打ちする際に邪魔にならないように側
板の高さよりより低く形成されているので、型枠同士を
クギ打ちで連結する作業が容易である、等の種々の効果
がある。
[0023] In addition, a side plate formed on the short side edge of the back surface of the face plate and a flange-like portion for mounting a wooden timber formed by projecting outward at a lower end portion of the side plate are formed. ,
When forming a formwork by combining a plurality of unit forms, a wooden piece of wood is placed on this flange and nailed and fixed, so that the entire formwork can be reinforced and a strong integrated connection can be achieved, and formed on the intermediate surface of the face plate In the area adjacent to the side plate of the short side portion, the formed convex rib is formed lower than the height of the side plate so as not to interfere when nailing from the inside of the side plate toward the wooden timber on the flange portion. Therefore, there are various effects such as an easy operation of connecting the mold frames by nailing.

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

【図1】本考案一実施例に係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 according to an 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】本考案一実施例に係る単位枠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 in which two unit frames according to an embodiment of the present invention are butted and assembled.

【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】本考案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 (11a) 狭隘部 (11b) 内方拡大部 (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 (20) キー (30) 木質角材 (40) 側板 (K) 合成樹脂製型枠 (10) Unit frame (11) Connecting part (11a) Narrow part (11b) Inwardly expanding part (12) Side plate (13) Side plate (14) Flange part (15) Convex rib (16) Convex rib (18 ) Protrusions (19) Face plate (20) Key (30) Wooden timber (40) Side plate (K) Synthetic resin formwork

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 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、面板(19)の裏面の短辺縁部に
形成された側板(40),(40)と、該側板(40),(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(1
4),(14)と、前記側板(12),(13),(40),(40)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(15),(16)の少なくとも一部は短辺部の
側板(40)に隣接するエリアにおいて側板(40)の高さより
より低く形成されており、更に、前記面板(19)の長辺部
側板(12),(13)には相互の単位枠を連結するための連結
部(11)を備え、更に前記連結部(11)が外向き狭隘部(11
a)と内方拡大部(11b)とによるアリ溝形の凹部と、相対
するこれら凹部に嵌合される略瓢箪形のキー(20)とによ
り構成されている建築型枠用の合成樹脂製単位枠におけ
る連結構造。
1. An integrally molded product made of a synthetic resin material,
A rectangular face plate (19) having a size that is a fraction of the width of the formwork, and side plates (12) and (13) formed along the long side edge of the back surface of the face plate (19); Side plates (40), (40) formed on the short side edge of the back surface of the face plate (19), and a square material mounting formed by projecting outward at the lower end portions of the side plates (40), (40). Collar (1
4), (14) and a number of convex ribs (15), (16) formed on the back surface of the face plate surrounded by the side plates (12), (13), (40), (40). At least a part of the convex ribs (15), (16) is formed to be lower than the height of the side plate (40) in an area adjacent to the side plate (40) on the short side, and further, the face plate (19 The long side plates (12) and (13) are provided with connecting portions (11) for connecting the unit frames to each other, and the connecting portions (11) are further narrowed outward (11).
a) and a dovetail-shaped recess formed by the inwardly expanding portion (11b), and a substantially gourd-shaped key (20) fitted into the opposed recesses. Connection structure in unit frame.
JP9291992U 1992-12-25 1992-12-25 Connection structure of synthetic resin unit frame for building formwork Expired - Lifetime JP2566079Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9291992U JP2566079Y2 (en) 1992-12-25 1992-12-25 Connection structure of synthetic resin unit frame for building formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9291992U JP2566079Y2 (en) 1992-12-25 1992-12-25 Connection structure of synthetic resin unit frame for building formwork

Publications (2)

Publication Number Publication Date
JPH0654842U JPH0654842U (en) 1994-07-26
JP2566079Y2 true JP2566079Y2 (en) 1998-03-25

Family

ID=14067900

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9291992U Expired - Lifetime JP2566079Y2 (en) 1992-12-25 1992-12-25 Connection structure of synthetic resin unit frame for building formwork

Country Status (1)

Country Link
JP (1) JP2566079Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102219508B1 (en) * 2018-12-26 2021-03-02 이승욱 Euro form and assembly type form using thereof

Also Published As

Publication number Publication date
JPH0654842U (en) 1994-07-26

Similar Documents

Publication Publication Date Title
KR20010076347A (en) Structural member for building and method for forming a structure for building
US5219473A (en) Adjustable concrete formwork system
JP3184926B2 (en) Synthetic resin unit frame for building formwork
JP2566079Y2 (en) Connection structure of synthetic resin unit frame for building formwork
JP3184925B2 (en) Synthetic resin architectural formwork
JP3230107B2 (en) Synthetic resin unit frame for building formwork
JP2583825B2 (en) Corner formwork
JP2583824B2 (en) Concrete formwork
US3975876A (en) Wood frame building wall
JPH11148226A (en) Concrete form and its fastening bracket
JPH07508326A (en) Adjustable concrete formwork equipment
JP3225305B2 (en) Synthetic resin unit frame for building formwork
JP2555352Y2 (en) Concrete formwork with flat reinforcing ribs
KR200386778Y1 (en) The structure of concrete forms for constructing stairs
JPH0649756Y2 (en) Panels for concrete formwork
CN212689551U (en) Combined bamboo-wood formwork, wall formwork and column formwork
KR102588569B1 (en) Wall in-corner and wall and ceiling corner formwork panel
JPH0718804Y2 (en) Square connection fitting
JPH082312Y2 (en) Synthetic resin formwork for construction
JP3182053B2 (en) Formwork
JPH06212792A (en) Synthetic resin unit form for architectural form
JPH0718803Y2 (en) Square connection fitting
KR100706306B1 (en) The cover plate for constructing stairs
KR200415136Y1 (en) block Assembly for architecture
JP2554323Y2 (en) Concrete formwork