JPH0663640U - Formwork - Google Patents
FormworkInfo
- Publication number
- JPH0663640U JPH0663640U JP969793U JP969793U JPH0663640U JP H0663640 U JPH0663640 U JP H0663640U JP 969793 U JP969793 U JP 969793U JP 969793 U JP969793 U JP 969793U JP H0663640 U JPH0663640 U JP H0663640U
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- Japan
- Prior art keywords
- concrete
- frame member
- frame
- frame members
- 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.)
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Abstract
(57)【要約】
【目的】 組み立てが簡単で、仕上げ用のコンクリート
の確実な塗着を可能とする。
【構成】 対向する枠部材1にスリット19を設け、ス
リット19に連結部材2の端部を差し込んで、枠部材1
を連結する。枠部材1は上下面に係合部11、12を有
し、係合部11、12を相互に係合させながら積み重ね
て型枠を施工する。型枠内にコンクリートを流し込んで
硬化させる。枠部材1の外面に網体3を張設し、仕上げ
用のコンクリートを網体3で保持させる。
(57) [Summary] [Purpose] It is easy to assemble and enables reliable application of concrete for finishing. [Structure] The frame member 1 is provided with a slit 19 and the end of the connecting member 2 is inserted into the slit 19.
To connect. The frame member 1 has engaging portions 11 and 12 on upper and lower surfaces, and the engaging portions 11 and 12 are stacked while engaging with each other to construct a formwork. Pour concrete into the formwork and let it harden. The net body 3 is stretched on the outer surface of the frame member 1, and the finishing concrete is held by the net body 3.
Description
【0001】[0001]
本考案は建築物の基礎や壁或いは塀等の構造物を施工するために使用される型 枠に関する。 The present invention relates to a formwork used for constructing a foundation of a building, a wall or a structure such as a fence.
【0002】[0002]
上述のような構造物は型枠を組み付け、この型枠内にコンクリートを流し込ん でこれを硬化させることにより構築されている。この構築に使用される型枠とし て、従来より2種類のタイプの型枠が使用されている。第1の型枠は構築後に解 体されるタイプであり、ベニヤ板等の板材を組み付けると共に、内部に鉄筋を配 置して構成される。このタイプの型枠は流し込んだコンクリートの硬化後に構築 物から取り外されるものである。第2の型枠は埋め殺しされるタイプであり、軽 量のプラスチックにより板状の枠部材が形成され、この枠部材を対向配置して型 枠が施工される。そして、枠部材の間にコンクリートを流し込んで硬化するが、 この硬化後或いは硬化前においては枠部材の外面に仕上げ用のコンクリートを塗 着させることによりコンクリートに埋め込んで構造物の一部とすることが行われ ている。又、鉄板により型枠を構成し、同様にコンクリートに埋め込んで構造物 の一部とすることも行われている。 The structure as described above is constructed by assembling a mold and pouring concrete into the mold to cure it. As the formwork used for this construction, two types of formwork have been conventionally used. The first formwork is a type that is dismantled after construction, and is constructed by assembling plate materials such as plywood and arranging reinforcing bars inside. This type of formwork is to be removed from the structure after the set concrete has hardened. The second formwork is of a buried type, and a plate-like frame member is formed of a small amount of plastic, and the formwork is constructed with the frame members facing each other. Then, concrete is poured between the frame members and hardened, but after this hardening or before hardening, concrete for finishing is applied to the outer surface of the frame member to embed it in the concrete and make it part of the structure. Is being done. In addition, it is also practiced to form a mold with an iron plate and similarly embed it in concrete to form a part of the structure.
【0003】[0003]
しかしながら解体される第1のタイプの型枠は、目的とする構造物の寸法に合 わせた板材の裁断やその組み付けが面倒であると共に、板材の内部に配置する鉄 筋の結束が面倒であって重量も重く、構造物の施工に長時間を要する等その取扱 性に難点があった。一方、埋め殺しされる第2のタイプの型枠は、その組み付け が容易である利点を有するが、仕上のために塗着したコンクリートが枠部材とな じみ難いため、外部からの衝撃等により型枠から剥がれ易く、その修復が煩雑で ある等の問題を有していた。 However, the first type of formwork that is dismantled is cumbersome in cutting and assembling the plate material according to the size of the target structure, and in the bundling of the reinforcing bars placed inside the plate material. However, it is difficult to handle because it takes a long time to construct a structure. On the other hand, the second type of formwork, which is buried, has the advantage that it is easy to assemble, but the concrete applied for finishing is difficult to fit in the frame member, so the formwork may be impacted from the outside. There was a problem that it was easily peeled off from the frame, and its repair was complicated.
【0004】 本考案は上記事情を考慮してなされたものであり、施工が簡単で取扱性に優れ ると共に軽量化を図り、埋め殺しの場合でも仕上用のコンクリートの剥離のない 型枠を提供することを目的とする。The present invention has been made in consideration of the above circumstances, and provides a mold which is easy to construct, has excellent handleability, is lightweight, and does not peel off concrete for finishing even when buried. The purpose is to do.
【0005】[0005]
上記目的を達成するため、本考案はコンクリートを流し込む空間を形成するた めの間隔を有して対向配置されると共に当該コンクリートの硬化後に取り外し自 在な枠部材と、連結される枠部材間で相互に係合するように枠部材の上下面又は /及び側面に形成された係合部と、対向する枠部材を連結するように挿入され枠 部材間の空間に流し込まれたコンクリートに埋設される連結部材を備えているこ とを特徴としている。又、本考案の別の型枠はコンクリートを流し込む空間を形 成するための間隔を有して対向配置され硬化したコンクリートと一体となって構 造物を構成する枠部材と、連結される枠部材間で相互に係合するように枠部材の 上下面又は/及び側面に形成された係合部と、枠部材に形成された開口部の外側 部分に張設された網体と、対向する枠部材を連結するように挿入され枠部材間の 空間に流し込まれたコンクリートに埋設される連結部材を備えていることを特徴 としている。そして、前記型枠と連結部材が軽量プラスチックにより形成されて いることを特徴としている。 In order to achieve the above-mentioned object, the present invention provides a space between a frame member to be connected and a frame member which is arranged opposite to each other with a space for forming a space for pouring concrete and is removed after the concrete is hardened. The engaging portions formed on the upper and lower surfaces and / or the side surfaces of the frame members so as to engage with each other and the engaging portions inserted so as to connect the opposing frame members and embedded in the concrete poured into the space between the frame members It is characterized by having a connecting member. Further, another formwork of the present invention is a frame member connected to a frame member which is arranged facing each other with a space for forming a space into which concrete is poured, and which constitutes a structure integrally with hardened concrete, and a frame member which is connected to the frame member. Engaging portions formed on the upper and lower surfaces and / or side surfaces of the frame member so as to engage with each other, a net body stretched on the outer side of the opening formed in the frame member, and the opposing frame It is characterized in that it is provided with a connecting member which is inserted so as to connect the members and is embedded in concrete poured into the space between the frame members. The formwork and the connecting member are formed of lightweight plastic.
【0006】[0006]
上記いずれの構成の型枠は、枠部材を対向配置すると共に、連結部材で連結す ることにより簡単に施工される。又、枠部材を上下方向に積み重ねたり、横方向 に連結する場合には、枠部材の係合部を相互に係合させることで行われ、これに より型枠を容易に施工することも出来る。そして、このように施工した型枠に対 し、コンクリートを流し込み硬化させることで構造物を構築することが出来る。 かかる構造物の構築後においては、枠部材を取り外しても良く、枠部材を埋め殺 しても良い。後者の場合には、仕上げ用のコンクリートを枠部材の外面に塗着す るが、この塗着を網体を備えた枠部材に対して行うので、仕上げ用のコンクリー トの剥離が防止される。 The formwork having any of the above configurations is easily constructed by arranging the frame members so as to face each other and connecting them with the connecting member. Also, when stacking the frame members in the vertical direction or connecting them in the horizontal direction, it is performed by engaging the engaging portions of the frame members with each other, which makes it possible to easily construct the formwork. . Then, the structure can be constructed by pouring concrete into the formwork thus constructed and hardening it. After constructing such a structure, the frame member may be removed or the frame member may be buried. In the latter case, the finishing concrete is applied to the outer surface of the frame member, but since this application is applied to the frame member equipped with a net, peeling of the finishing concrete is prevented. .
【0007】[0007]
図1は本考案の第一実施例を示し、間隔を有して対向配置される枠部材1、1 と、この枠部材1、1の間に挿入される連結部材2、2とを備えている。枠部材 1、1は略矩形状に成形されると共に、対向面13が平面に形成されており、こ の枠部材1、1が型枠の長さに合わせて長手方向に連続して対向配置される。枠 枠部材1の上下面には係合部11、12が一体的に形成されている。図示例にお いて、上面の係合部11は突条形状に成形される一方、下面の係合部12は条溝 形状に形成されているが、この反対でも良い。これらの係合部11、12は相互 に係合する寸法関係、図示例では突条形状の係合部11が条溝形状の係合部12 に嵌め込まれる関係となっている。従って、上下に位置する枠部材は、係合部1 1、12を相互に係合させることにより段状の積み重ねが出来、これにより型枠 の高さに対応した枠部材の積み重ねが可能となっている。14は枠部材1、1の 対向面に形成されたピン孔、15はこのピン孔14と連通するように枠部材1、 1の外面に形成されたボス突起である。尚、本実施例では枠部材1、1の係合部 11は枠部材1、1の上下面に形成したが、その両側面に設けて横方向に枠部材 1、1を連結出来るように構成しても良い。 FIG. 1 shows a first embodiment of the present invention, which comprises frame members 1 and 1 which are arranged to face each other with a gap, and connecting members 2 and 2 which are inserted between the frame members 1 and 1. There is. The frame members 1 and 1 are formed in a substantially rectangular shape, and the facing surface 13 is formed into a flat surface, and the frame members 1 and 1 are continuously arranged facing each other in the longitudinal direction according to the length of the mold. To be done. Engaging portions 11 and 12 are integrally formed on the upper and lower surfaces of the frame member 1. In the illustrated example, the upper engaging portion 11 is formed in the shape of a ridge, while the lower engaging portion 12 is formed in the shape of a groove, but the opposite is also possible. These engaging portions 11 and 12 have a dimensional relationship in which they engage with each other, and in the illustrated example, the protruding-shaped engaging portion 11 is fitted into the groove-like engaging portion 12. Therefore, the upper and lower frame members can be stacked stepwise by engaging the engaging portions 11 and 12 with each other, which allows the frame members corresponding to the height of the formwork to be stacked. ing. Reference numeral 14 is a pin hole formed on the opposing surfaces of the frame members 1 and 1, and 15 is a boss projection formed on the outer surface of the frame members 1 and 1 so as to communicate with the pin hole 14. Although the engaging portions 11 of the frame members 1 and 1 are formed on the upper and lower surfaces of the frame members 1 and 1 in this embodiment, they are provided on both side surfaces of the frame members 1 and 1 so that the frame members 1 and 1 can be connected laterally. You may.
【0008】 連結部材2はこのように対向配置される枠部材1、1を相互に連結するもので あり、枠部材1、1間に所定間隔で挿入される。又、連結部材2は対向する枠部 材1、1の間隔を調整するものであり、このため施工する型枠の幅に合わせた長 さ寸法のものが適宜、選択される。かかる連結部材2は平面「I]字状に成形さ れ、両端部の当接片21が枠部材1、1の内面に当接して枠部材1、1内方側へ の倒れを防止する。又、当接片21の間に設けられる中間片22には開口窓23 が形成されている。連結部材2は対向配置された枠部材1、1内に流し込まれた コンクリート(図示省略)に埋め込まれるものであり、開口窓23は中間片22 で区切られるコンクリートが流れ込むことにより、連結部材2の両側のコンクリ ートを相互に連結するように作用する。24は中間片22の上面に形成された鉄 筋支持突起であり、この鉄筋支持突起24の内部に位置するように鉄筋を支持さ せるものであり、鉄筋の横ずれを防止することが出来る。この場合、鉄筋をクリ ップ等により連結部材2に止着しても良い。尚、縦方向の鉄筋を必要とする場合 においては、同方向の鉄筋が挿通されるリング形状の突起(図示省略)を連結部 材2に形成することも出来る。このように構成することにより、鉄筋の結束を必 要とするなく容易に型枠に鉄筋を組み入れることが可能となる。The connecting member 2 connects the frame members 1 and 1 arranged so as to face each other, and is inserted between the frame members 1 and 1 at a predetermined interval. Further, the connecting member 2 is for adjusting the interval between the frame members 1 and 1 facing each other, and therefore, the length dimension corresponding to the width of the frame to be constructed is appropriately selected. The connecting member 2 is formed in a planar “I” shape, and the contact pieces 21 at both ends contact the inner surfaces of the frame members 1 and 1 to prevent the frame members 1 and 1 from falling inward. Further, an opening window 23 is formed in the intermediate piece 22 provided between the abutting pieces 21. The connecting member 2 is embedded in concrete (not shown) poured into the frame members 1 and 1 arranged opposite to each other. The opening window 23 acts so as to connect the concrete on both sides of the connecting member 2 to each other by inflowing the concrete separated by the intermediate piece 22. 24 is formed on the upper surface of the intermediate piece 22. Reinforcing bar support projections, which support the reinforcing bars so as to be located inside the reinforcing bar support projections 24, and prevent lateral displacement of the reinforcing bars.In this case, the reinforcing bars are connected by a clip or the like. It may be attached to the member 2. When a reinforcing bar in the same direction is required, a ring-shaped protrusion (not shown) through which the reinforcing bar in the same direction is inserted can be formed in the connecting member 2. By configuring in this way, the binding of the reinforcing bars can be performed. It is possible to easily incorporate the rebar into the formwork without the need for.
【0009】 次に、連結部材2による枠部材1の連結構造を図1、図2、図3により説明す る。連結部材2の両端部の当接片21には、長さ方向に延びるピン25が一体的 に形成されている。このピン25は枠部材1に形成されたピン孔14に挿入され るものであり、ピン孔14と連通するボス突起15の内部にはステンレス等の薄 鋼材からなる止着板16が設けられている。この止着板16はピン25が挿通す る挿入孔16aを中心として切込み部16bが放射状に形成されており、これに より止着板16は弾性が付与されている。このような構造では、連結部材2のピ ン25をピン孔14から止着板16の挿入孔16aに挿入すると、止着板16が 挿入方向に起立しながらピン25に喰い込むため、枠部材1と連結部材2とが強 固に結合し、これにより連結部材2による枠部材1、1の連結が行われ、枠部材 1、1の外方向への倒れを防止することが出来る。Next, the connecting structure of the frame member 1 by the connecting member 2 will be described with reference to FIGS. 1, 2 and 3. Pins 25 extending in the length direction are integrally formed on the contact pieces 21 at both ends of the connecting member 2. The pin 25 is inserted into the pin hole 14 formed in the frame member 1, and a fastening plate 16 made of a thin steel material such as stainless steel is provided inside the boss protrusion 15 communicating with the pin hole 14. There is. The fastening plate 16 is formed with radial notches 16b around an insertion hole 16a through which the pin 25 is inserted, so that the fastening plate 16 has elasticity. In such a structure, when the pin 25 of the connecting member 2 is inserted from the pin hole 14 into the insertion hole 16a of the fastening plate 16, the fastening plate 16 stands up in the insertion direction and bites into the pin 25, so that the frame member 1 and the connecting member 2 are firmly connected to each other, whereby the frame members 1 and 1 are connected by the connecting member 2 and the frame members 1 and 1 can be prevented from falling outward.
【0010】 以上のような枠部材1及び連結部材2の組み付けを行うことにより型枠を施工 するが、これらが嵌め込みによる組み付けのため、施工を簡単に行うことが出来 る。そして、この組み付けの後、枠部材1、1の間の空間にコンクリートを流し 込み、養生させて硬化させる。本実施例では、この硬化の後、枠部材1、1を取 り外して解体し、再使用に供するものである。かかる解体時には連結部材2のピ ン25をその根元から切断することにより、枠部材1、1の取り外しが行われる 。この場合、対向する枠部材1、1の全てを取り外すことなく、片側の枠材1だ けを取り外し可能とし、他側の枠部材1に連結部材2を固着しこの枠部材をコン クリートと共に埋め殺しの状態にしても良い。The mold is constructed by assembling the frame member 1 and the connecting member 2 as described above. However, since they are assembled by fitting, the construction can be performed easily. Then, after this assembling, concrete is poured into the space between the frame members 1 and 1 to be cured and hardened. In this embodiment, after this curing, the frame members 1 and 1 are removed and disassembled for reuse. During such disassembly, the frame members 1 and 1 are removed by cutting the pin 25 of the connecting member 2 from the root thereof. In this case, it is possible to remove only the frame member 1 on one side without removing all the frame members 1 and 1 facing each other, fix the connecting member 2 to the frame member 1 on the other side, and fill this frame member together with the concrete. It may be killed.
【0011】 図4及び図5は連結部材2と枠部材1との結合構造の別例を示す。図4におい ては、枠部材1のピン孔14を連結部材のピン25よりも小孔となるように形成 するものであり、木づち等により打ち込むことによりピン25をピン孔14に圧 入して、その結合が行われる。図5においては、ピン25に孔部25aが形成さ れており、枠部材1には孔部25aに圧入される突起ピン17が形成されている 。この場合、孔部25aの内面には溝が多数条形成されると共に、突起ピン17 の先端部が大径に成形されており、突起ピン17の孔部25aへの圧入により連 結部材2と枠部材1との強固な結合が可能となっている。この図5の場合におい ては、連結部材2のピン25の長さ分だけ枠部材1を離して配置するため、枠部 材1の間の空間部分が増え、その分、コンクリートを多く流し込むことが出来る ため、強度の増大した構造物とすることが出来る。4 and 5 show another example of the coupling structure of the connecting member 2 and the frame member 1. In FIG. 4, the pin hole 14 of the frame member 1 is formed so as to be smaller than the pin 25 of the connecting member, and the pin 25 is pressed into the pin hole 14 by hammering with a wood hammer or the like. Then, the combination is performed. In FIG. 5, a hole 25a is formed in the pin 25, and a protruding pin 17 that is press-fitted into the hole 25a is formed in the frame member 1. In this case, a large number of grooves are formed on the inner surface of the hole 25a, and the tip end portion of the projecting pin 17 is formed to have a large diameter, so that the projecting pin 17 is press-fitted into the hole 25a so as to be connected to the connecting member 2. A strong connection with the frame member 1 is possible. In the case of FIG. 5, since the frame member 1 is arranged so as to be separated by the length of the pin 25 of the connecting member 2, the space between the frame members 1 is increased, and a large amount of concrete can be poured accordingly. As a result, a structure with increased strength can be obtained.
【0012】 図6は本考案の第2実施例を示し、第1実施例と同一の要素及び構造は同一の 符号を付して対応させることにより、重複する説明を省略する。この実施例では 、埋め殺しして施工される型枠の例を示し、連結部材2によって連結されて対向 配置される枠部材1に開口部18が複数形成されている。この開口部18は枠部 材1を厚さ方向に貫通するように形成されており、各開口部18には網体3が張 設されている。この網体3は開口部18の外側部分、即ち、枠部材1の外面側に 位置するように張設されるものである。尚、本実施例では枠部材1の内面に「T 」状のスリット19が形成されており、このスリット19に連結部材2の端部を 差し込むことにより、連結部材2と枠部材1との結合が行われる。図7は連結部 材2の連結状態で枠部材1を対向配置して型枠とした状態を示し、この場合にも 型枠を簡単に施工することが出来る。そして、枠部材1の間の空間部分にコンク リートを流し込んで養生させる。本実施例では、流し込んだコンクリートが網体 3の網目から幾分、外面に浮き出るがこの浮き出た部分を削除した後、或いは削 除することなく、そのままで枠部材1の外面に仕上げ用のコンクリートを塗着す る。この仕上げ用のコンクリートは網体3により良好に保持されるため、剥離す ることがなくなる。従って、本実施例では枠部材1はコンクリートと一体となっ て埋め殺しの状態となって構築物の一部を構成するものである。FIG. 6 shows a second embodiment of the present invention, and the same elements and structures as those of the first embodiment are designated by the same reference numerals and correspond to each other, thereby omitting duplicated description. In this embodiment, an example of a formwork that is buried and constructed is shown, and a plurality of openings 18 are formed in the frame member 1 that is connected by the connecting member 2 and is arranged to face each other. The openings 18 are formed so as to penetrate through the frame member 1 in the thickness direction, and the mesh bodies 3 are stretched in the openings 18. The mesh body 3 is stretched so as to be located outside the opening 18, that is, on the outer surface side of the frame member 1. In this embodiment, a “T” -shaped slit 19 is formed on the inner surface of the frame member 1, and the end of the connecting member 2 is inserted into this slit 19 to connect the connecting member 2 and the frame member 1. Is done. FIG. 7 shows a state in which the frame members 1 are arranged so as to face each other in the connected state of the connecting members 2, and in this case also the form can be easily constructed. Then, concrete is poured into the space between the frame members 1 for curing. In the present embodiment, the poured concrete is somewhat raised from the mesh of the mesh body 3 to the outer surface, but after removing this protruding portion or without removing it, the concrete for finishing the outer surface of the frame member 1 as it is. Apply. Since this finishing concrete is satisfactorily held by the net body 3, it does not peel off. Therefore, in this embodiment, the frame member 1 is integrated with the concrete to be buried and constitutes a part of the structure.
【0013】 上記各実施例において、枠部材1、連結部材2の材質を鋼材としても良く、プ ラスチックとしても良い。後者の場合には、スチレン、ウレタン等の軽量の発泡 体を使用することにより、運搬や取り扱いが容易となるばかりでなく、迅速で経 済性に優れ精度の良い成形も可能となる利点を有する。In each of the above embodiments, the material of the frame member 1 and the connecting member 2 may be steel or plastic. In the latter case, the use of lightweight foams such as styrene and urethane not only facilitates transportation and handling, but also has the advantage of enabling rapid, economical and accurate molding. .
【0014】[0014]
以上説明したように、連結部材を介して取り外し自在な枠部材を対向配置して 型枠とするため、簡単な施工が可能となると共に、再利用に供することが出来て 経済性に優れる。又、埋め殺しタイプの枠部材にあっては、枠部材の外面に仕上 げ用のコンクリートを確実に塗着出来るため、その取扱性が良く、且つ迅速な作 業を可能としその外観も向上した構造物を構築することが可能となる。 As described above, since the removable frame members are arranged to face each other via the connecting member to form the mold, simple construction is possible, and the mold can be reused, which is economical. In addition, in the case of the buried type frame member, concrete for finishing can be reliably applied to the outer surface of the frame member, so that it is easy to handle and enables quick work, and its appearance is also improved. It is possible to build a structure.
【0015】[0015]
【図1】本考案の第1実施例の分解斜視図である。FIG. 1 is an exploded perspective view of a first embodiment of the present invention.
【図2】連結部材と枠部材の結合を示す斜視図である。FIG. 2 is a perspective view showing a connection between a connecting member and a frame member.
【図3】枠部材の結合部分を示す正面図である。FIG. 3 is a front view showing a connecting portion of a frame member.
【図4】第1実施例の変形例を示す斜視図である。FIG. 4 is a perspective view showing a modification of the first embodiment.
【図5】第1実施例の別の変形例を示す斜視図である。FIG. 5 is a perspective view showing another modification of the first embodiment.
【図6】本考案の第2実施例の分解斜視図である。FIG. 6 is an exploded perspective view of a second embodiment of the present invention.
【図7】第2実施例の斜視図である。FIG. 7 is a perspective view of a second embodiment.
1 枠部材 2 連結部材 3 網体 11 係合部 12 係合部 DESCRIPTION OF SYMBOLS 1 Frame member 2 Connection member 3 Net body 11 Engagement part 12 Engagement part
Claims (3)
ための間隔を有して対向配置されると共に当該コンクリ
ートの硬化後に取り外し自在な枠部材と、連結される枠
部材間で相互に係合するように枠部材の上下面又は/及
び側面に形成された係合部と、対向する枠部材を連結す
るように挿入され枠部材間の空間に流し込まれたコンク
リートに埋設される連結部材を備えていることを特徴と
する型枠。1. A frame member, which is arranged so as to face each other with a space for forming a space for pouring concrete, and which is removable after the concrete is hardened, and a frame member to be connected to each other so as to engage with each other. Equipped with engaging portions formed on the upper and lower surfaces and / or side surfaces of the frame member, and a connecting member that is inserted to connect the opposing frame members and is embedded in concrete poured into the space between the frame members. Formwork characterized by.
ための間隔を有して対向配置され硬化したコンクリート
と一体となって構造物を構成する枠部材と、連結される
枠部材間で相互に係合するように枠部材の上下面又は/
及び側面に形成された係合部と、枠部材に形成された開
口部の外側部分に張設された網体と、対向する枠部材を
連結するように挿入され枠部材間の空間に流し込まれた
コンクリートに埋設される連結部材を備えていることを
特徴とする型枠。2. A frame member constituting a structure integrally with hardened concrete, which is opposed to and has a space for forming a space for pouring concrete, and the frame members to be connected are engaged with each other. The upper and lower surfaces of the frame member or /
And the engaging portion formed on the side surface, the mesh body stretched on the outer side of the opening formed in the frame member, and the mesh member inserted so as to connect the opposing frame members and poured into the space between the frame members. A formwork comprising a connecting member embedded in concrete.
により形成されていることを特徴とする型枠。3. The formwork, wherein the formwork and the connecting member are made of lightweight plastic.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP969793U JPH0663640U (en) | 1993-02-12 | 1993-02-12 | Formwork |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP969793U JPH0663640U (en) | 1993-02-12 | 1993-02-12 | Formwork |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0663640U true JPH0663640U (en) | 1994-09-09 |
Family
ID=11727425
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP969793U Pending JPH0663640U (en) | 1993-02-12 | 1993-02-12 | Formwork |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0663640U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2022108039A1 (en) * | 2020-11-18 | 2022-05-27 | 이형록 | Formwork panel |
-
1993
- 1993-02-12 JP JP969793U patent/JPH0663640U/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2022108039A1 (en) * | 2020-11-18 | 2022-05-27 | 이형록 | Formwork panel |
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