JP6593691B2

JP6593691B2 - Transparent temporary frame structure for forming reinforced concrete buildings

Info

Publication number: JP6593691B2
Application number: JP2015176122A
Authority: JP
Inventors: 龍夫 ▲高▼▲橋▼
Original assignee: 株式会社 ▲高▼▲橋▼監理
Priority date: 2015-08-21
Filing date: 2015-08-21
Publication date: 2019-10-23
Anticipated expiration: 2035-08-21
Also published as: JP2017040152A

Description

本発明は、鉄筋コンクリート建物の壁と柱を形成する仮枠構造において、壁と柱に用いる仮枠せき板を透明樹脂板で成形した仮枠に関するものである。 The present invention relates to a temporary frame structure for forming a wall and a column of a reinforced concrete building, and a temporary frame made of a transparent resin plate for a temporary frame strut used for the wall and the column.

鉄筋コンクリート建物の壁と柱を形成する仮枠にコンクリートを打設する際、コンクリートは、材料を適切に選定し、施工性能に優れて硬化後の品質が確保されるように配合が行われると、通常は仮枠の中にスムーズに打ち込まれ、しっかりと締め固めをしておけば耐久性のある壁と柱を造ることができる。
しかし、コンクリートを打ち込みやすくすることは、流動性を高めることになり、その流動性に応じて材料分離抵抗性（コンクリートの粘性）を高めなければ、材料分離（粗骨材がモルタル部分から離れる現象）が発生する。
また、材料分離抵抗性を高めても、流動させれば骨材は沈み、流動しやすいモルタルは流れて分離する。
また、一般的にコンクリートの打設時には高周波バイブレーターを使用するが、高周波バイブレーターでコンクリートに振動を長く与えると骨材が沈み、材料分離が生じる。
材料分離をすると、モルタルの多い箇所ではひび割れが生じやすくなるものの、ジャンカ（コンクリートの表面に骨材が集まった「豆板」、コンクリートの内部が詰まっていない「空洞」、コンクリートの表面に空洞が見られる「巣」等を総称してジャンカと呼ぶ）はできない。
ジャンカができるのは、骨材が集まるような打ち込みが主原因である。
たとえば、長い斜めシュートでコンクリートを打ち込むと、粗骨材は転がって遠い方に骨材が集まり、モルタルは粘性が高いためシュート面に沿ってゆっくり流れ、シュートの下で分離する。
配筋された仮枠内に斜めシュートを用いて打ち込む場合に、この分離を見逃すと、部分的に粗骨材が集まってジャンカができることがある。
また、ポンプ圧送による打ち込みは、材料分離を少なくさせる打ち込み方法の一つと考えられているが、打ち始めの時点や段取り替えの際に、配管内のコンクリートが落下することになり、骨材が先に走ってジャンカを造ることがある。
ジャンカができる要因にはいくつかのパターンがある。
（１）流動性が不足して未充てんになる場合。
（２）打込み速度が速く締固めが不十分になる場合。
（３）粗骨材が一部に集まる場合（この場合は、高周波バイブレーターで振動を与えてもモルタルは粗骨材の隙間を充てん出来ない）。
（４）モルタルが仮枠の隙間から抜け出して骨材だけが残される場合。
いずれも材料分離による影響が原因で発生する。
配筋状態や仮枠の形状に応じた施工性能をもつコンクリートであれば、（１）や（２）の原因のジャンカはできないし、仮枠を精度よく組み立てていれば（４）はあり得ない。しかし、（３）の原因は案外と見逃されやすく、ポンプ圧送を用いた施工であるにもかかわらず、ジャンカが生じてしまうことがある。
順調に圧送されている段階では筒先のフレキシブルホースを水平にして打ち込むため、筒先からの落下高さは自ずと小さく、問題になるほどの材料分離は生じないが、ところが、仮枠内のコンクリートをバランスよく打ち上げていくためには、筒先を移動する必要が生ずる。
その際には、フレキシブルホース内のコンクリートを一旦吐き出し、ブームを他の場所に移動して打込みを再開するが、ブームの中では斜めシュートの材料分離と同様の現象が起き、コンクリートの中で粗骨材が先行して吐き出されてしまう。
このように、仮枠にコンクリートを打ち込む際は、常にジャンカの発生を予測し、事前に、対策を講ずることが必要である。When concrete is placed in a temporary frame that forms the walls and columns of a reinforced concrete building, the concrete is appropriately mixed and mixed to ensure excellent post-curing quality with excellent construction performance. It is usually driven smoothly into a temporary frame, and if it is tightly compacted, durable walls and columns can be built.
However, making concrete easier to drive increases fluidity, and unless the material separation resistance (viscosity of concrete) is increased according to the fluidity, material separation (a phenomenon in which coarse aggregate separates from the mortar part). ) Occurs.
Even if the material separation resistance is increased, the aggregate will sink if it is made to flow, and the mortar that tends to flow will flow and separate.
In general, a high-frequency vibrator is used when placing concrete. However, when vibration is applied to the concrete for a long time with the high-frequency vibrator, aggregates sink and material separation occurs.
When material is separated, cracks are likely to occur in places where there is a lot of mortar. However, there is a junker (a “bean plate” where aggregates are gathered on the concrete surface, a “cavity” where the concrete is not clogged, and a cavity on the concrete surface. "Nest" etc. that can be called generically called janka) is not possible.
The main reason why you can make a jumper is that the aggregate gathers.
For example, when concrete is driven with a long diagonal chute, the coarse aggregate rolls and aggregates farther away, and since the mortar is highly viscous, it flows slowly along the chute surface and separates under the chute.
If this separation is overlooked when driving into the temporary frame using the diagonal chute, a coarse aggregate may partially gather to form a jumper.
In addition, driving by pumping is considered to be one of the driving methods to reduce material separation. However, the concrete in the pipe will drop at the beginning of the driving or at the time of setup change, and the aggregate will be removed first. I sometimes run to build a janka.
There are several factors that can make a jumper.
(1) When the liquidity is insufficient and the tank is not filled.
(2) When the driving speed is high and compaction is insufficient.
(3) When coarse aggregate gathers in part (in this case, mortar cannot fill the gap of coarse aggregate even if vibration is applied by a high-frequency vibrator).
(4) When the mortar slips out of the gap between the temporary frames and only the aggregate remains.
Both occur due to the effects of material separation.
If the concrete has the construction performance according to the bar arrangement and the shape of the temporary frame, the jumper that causes (1) and (2) cannot be done, and if the temporary frame is assembled accurately, (4) is possible. Absent. However, the cause of (3) is easily overlooked and a jumper may occur despite the construction using pumping.
Since the flexible hose at the end of the cylinder is driven horizontally while being pumped smoothly, the drop height from the end of the cylinder is naturally small, and there is no material separation that causes problems, but the concrete in the temporary frame is well balanced. In order to launch, it is necessary to move the tube tip.
In that case, the concrete in the flexible hose is discharged once, and the boom is moved to another place and driving is resumed. In the boom, a phenomenon similar to the material separation of the oblique chute occurs, and the concrete is rough in the concrete. Aggregate is expelled ahead of time.
In this way, when concrete is driven into the temporary frame, it is necessary to always predict the occurrence of jumpers and take measures in advance.

しかしながら、工事現場で一般的に用いられている木製仮枠のほとんどは、厚手のベニヤ板（コンパネ）の片側表面にコンクリートの付着を防ぐよう、平滑にするための塗料が塗布された合板仮枠のため、仮枠内部の打ち込まれたコンクリートの状態を見ることができないためジャンカの生じた場所を特定することができず、従来は、職人の経験と感覚だけで高周波バイブレーター等を使用して対応してきたため、ジャンカの発生を未然に防ぐことは困難であった。 However, most of the wooden temporary frames generally used at construction sites are made of plywood temporary frames coated with a smoothing paint so as to prevent the adhesion of concrete to one surface of a thick plywood panel (companion). For this reason, it is impossible to determine the location of the jumper because the state of the concrete placed inside the temporary frame cannot be seen, and in the past, it has been handled by using a high-frequency vibrator or the like only with the experience and sense of the craftsman. Therefore, it was difficult to prevent the occurrence of jumpers.

発生したジャンカを補修する一般的な方法としては、ジャンカの程度によりＡ〜Ｅの補修方法がある。
Ａ．砂利が表面に露出していない場合。
補修は不要。
Ｂ．砂利が露出しているが、表面の砂利を叩いても剥落することがなく、はつり取る必要がない程度。
補修方法は、ポリマーセメントモルタル等を塗布。
Ｃ．砂利が露出し、表層の砂利を叩くと剥落する場合。
補修方法は、不用部分をはつり取り正常な部分を露出させ、ポリマーセメントペースト等を塗布後、ポリマーセメントモルタル等を充填。
Ｄ．鋼材のかぶりから、やや奥まで砂利が露出し、空洞も観られる場合。
補修方法は、不用部分をはつり取り正常な部分を露出させ、無収縮モルタルを充填する。
Ｅ．コンクリートの内部に空洞が多数見られる。
補修方法は、不用部分をはつり取り正常な部分を露出させ、コンクリートで打ち換える。このように、ジャンカを補修する作業には、多くの労力とお金が必要であった。As a general method for repairing the generated jumper, there are repair methods A to E depending on the degree of the jumper.
A. When gravel is not exposed on the surface.
No repair is required.
B. Gravel is exposed, but it doesn't peel off even if you hit the gravel on the surface, so you don't have to remove it.
The repair method is to apply polymer cement mortar.
C. When the gravel is exposed and the gravel on the surface layer is struck, it will peel off.
The repair method is to remove the unused part, expose the normal part, apply polymer cement paste, etc., and then fill with polymer cement mortar.
D. When gravel is exposed from the steel cover to the back, and cavities are seen.
In the repair method, the unused portion is removed, the normal portion is exposed, and the non-shrink mortar is filled.
E. There are many cavities inside the concrete.
The repair method is to remove the unnecessary part, expose the normal part, and replace with concrete. As described above, the work for repairing the janka required a lot of labor and money.

上記のような問題が発生しているため、半透明の樹脂を用いたパネル仮枠が数社から販売されている。
その中でも日本プラスチック型枠工業会に所属する「天馬株式会社」が製造販売しているリサイクル可能な複合強化プラスチック製型枠、商品名「カタパネル」、さらに、「大和技研工業株式会社」が製造販売しているコンクリート打設用樹脂製型枠、商品名「セフコン」が一般に知られている。Due to the problems described above, panel temporary frames using a translucent resin are sold by several companies.
Among them, recyclable composite reinforced plastic formwork manufactured and sold by “Tenma Co., Ltd.” belonging to the Japan Plastic Formwork Association, product name “Katapanel”, and “Daiwa Giken Kogyo Co., Ltd.” In general, the resin mold for casting concrete and the trade name “Cefcon” are generally known.

このように、コンクリートを打ち込む際に仮枠内部を観察することができる半透明製のプラスチック製仮枠も市販されているが、プラスチック製仮枠は金型を用いてプレス機により製作するため縦横のサイズが限定され、木製型枠のように縦横サイズを自由に製作することが困難であった。 As described above, a semi-transparent plastic temporary frame that allows observation of the inside of the temporary frame when the concrete is driven is also commercially available. However, since the plastic temporary frame is manufactured by a press machine using a mold, the horizontal and vertical directions are used. However, it was difficult to freely produce vertical and horizontal sizes like wooden formwork.

さらに、壁面のように平面状の仮枠に用いるプラスチック製仮枠は、前記の会社（天馬株式会社、大和技研工業株式会社）から販売されているが、柱の大きさに応じて使用することが可能な柱用のプラスチック製仮枠は無かった。
特に、鉄筋コンクリート建物の場合は、柱は建物を支えるための最も重要な構造物であり、コンクリートを柱の仮枠に打ち込む際、柱の内部のコンクリートの状態を把握して高周波バイブレーター等を的確な位置に挿入してジャンカの発生を抑えることが重要である。Furthermore, plastic temporary frames used for flat temporary frames such as wall surfaces are sold by the aforementioned companies (Tenma Co., Ltd., Yamato Giken Co., Ltd.), but should be used according to the size of the pillar. There was no plastic temporary frame for pillars that could be used.
Especially in the case of reinforced concrete buildings, the pillar is the most important structure for supporting the building, and when concrete is driven into the temporary frame of the pillar, the condition of the concrete inside the pillar is grasped and a high-frequency vibrator is accurately identified. It is important to suppress the occurrence of jumpers by inserting in the position.

さらに、市販されているプラスチック製仮枠は、いずれの製品も半透明のため、コンクリート打ち込んでいる最中の仮枠内部のコンクリートの状態を正確に把握することが難しく、そのため、高周波バイブレーター等を的確な位置に挿入し振動時間を調整してジャンカを防ぐことが困難であった。 Furthermore, since all of the commercially available plastic temporary frames are translucent, it is difficult to accurately grasp the condition of the concrete inside the temporary frame while the concrete is being poured. It was difficult to prevent the jumper by inserting it at the correct position and adjusting the vibration time.

さらに、コンクリートの角部はジャンカが発生しやすく、欠けやすいので、防止策として、仮枠組立が完成後、角部に面木（三角形をした木材）を固定していた。 Furthermore, because the corners of concrete are prone to jumpering and chipping, as a preventive measure, face wood (triangular wood) was fixed to the corners after the temporary frame assembly was completed.

本発明は、コンクリート建物の壁の仮枠にコンクリートを打ち込む際、仮枠内部のコンクリートの状態を観察することができると共に、角部の面木を必要とせず、さらに仮枠せき板のサイズを、自由に形成できる仮枠を提供することを目的とする。 In the present invention, when concrete is driven into a temporary frame of a concrete building wall, the condition of the concrete inside the temporary frame can be observed, and no corner face plates are required. An object of the present invention is to provide a temporary frame that can be freely formed.

かかる課題を解決するため、請求項１に記載の発明は、鉄筋コンクリート建物の壁と柱を形成する仮枠構造において、コンクリート用仮枠せき板を、透明平板樹脂を折り曲げて成形し、隣り合う透明平板樹脂の一方の端部に、先端を斜め形状に成形した挿入用平板樹脂を接着して凸形契合部を形成すると共に、他方の端部に、挿入用平板樹脂を契合させるため、受止用平板樹脂と押え用平板樹脂を重ねて接着して凹形契合部を形成し、挿入用平板樹脂を凹形契合部の透明平板樹脂と押え用平板樹脂の間に挿入し、凹形契合部に取付けた回転式固定金具の契合穴を凸形契合部に取付けたセパレーターと型枠締付ナットの間に挟み込み、凸形契合部と凹形契合部を固定したことを特長とする。To solve such problems, the invention according to claim 1, in the temporary frame structure forming a reinforced concrete building walls and pillars, the concrete provisional frame end plate, and forming by bending a transparent flat plate resin, transparent adjacent A flat plate resin for insertion with a slanted tip is bonded to one end of the flat plate resin to form a convex engagement part, and the flat resin for insertion is engaged with the other end. The flat plate resin for press and the flat plate resin for presser are stacked and bonded to form a concave engagement part, and the flat resin for insertion is inserted between the transparent flat plate resin of the concave engagement part and the flat resin for presser, and the concave engagement part It is characterized in that the engagement hole of the rotary fixing metal fitting attached to is sandwiched between the separator attached to the convex engagement portion and the mold fastening nut, and the convex engagement portion and the concave engagement portion are fixed .

請求項１に記載の発明によれば、鉄筋コンクリート建物の壁と柱を形成する仮枠構造において、コンクリート用仮枠せき板を、透明平板樹脂を折り曲げて成形し、隣り合う透明平板樹脂の一方の端部に、先端を斜め形状に成形した挿入用平板樹脂を接着して凸形契合部を形成すると共に、他方の端部に、挿入用平板樹脂を契合させるため、受止用平板樹脂と押え用平板樹脂を重ねて接着して凹形契合部を形成し、挿入用平板樹脂を凹形契合部の透明平板樹脂と押え用平板樹脂の間に挿入し、凹形契合部に取付けた回転式固定金具の契合穴を凸形契合部に取付けたセパレーターと型枠締付ナットの間に挟み込み、凸形契合部と凹型契合部を固定したことにより、仮枠にコンクリートを打ち込む際、打ち込まれたコンクリートの状態を把握することが出来るようになり、高周波バイブレーター等を的確な位置に挿入し振動時間を調整してジャンカを防ぐことが可能となった。According to the invention described in claim 1, in the temporary frame structure forming a reinforced concrete building walls and pillars, the concrete provisional frame end plate, and forming by bending a transparent flat plate resin, transparent adjacent flat resin one A flat plate resin for insertion with a slanted tip is bonded to the end portion to form a convex engagement portion, and the flat plate resin for insertion and the presser foot are engaged with the other end portion. Rotating type which is attached to the concave engagement part by inserting and attaching the flat resin for the plate to form the concave engagement part, inserting the flat resin for insertion between the transparent flat resin of the concave engagement part and the flat resin for pressing The fitting hole of the fixing bracket is sandwiched between the separator attached to the convex engagement part and the mold clamping nut, and the convex engagement part and the concave engagement part are fixed. To grasp the condition of concrete Now it can be, it becomes possible to prevent the Janka by adjusting the inserted vibration time a high frequency vibrator or the like to a precise position.

以下、この発明の実施の形態１について説明する。
［発明の実施の形態１］Embodiment 1 of the present invention will be described below.
Embodiment 1 of the Invention

図１乃至図１０には、この発明の実施の形態１を示す。 1 to 10 show a first embodiment of the present invention.

図１で示すように、鉄筋コンクリート建物の一方の建て込みに使用するパネル仮枠は、従来から、鉄筋コンクリート建物の仮枠を組立てる現場で日常的に用いられてきた厚手のベニヤ板（コンパネ）の片側表面にコンクリートの付着を防ぐよう平滑にするための塗料（黄色であることが多い）が塗布された合板仮枠（仮枠せき板３と桟木４で形成される）を用い、合板仮枠にはプラスチックコーン５、セパレーター６が取付けられ、型枠締付具（図示せず）と単管２と合板仮枠（仮枠せき板３と桟木４で形成される）で壁と柱の一方の仮枠が形成される。As shown in FIG. 1, the panel temporary frame used for one of the reinforced concrete buildings is a one-sided surface of a thick plywood panel that has been used on a daily basis in the field of assembling temporary frames for reinforced concrete buildings. Using a plywood temporary frame (formed with a temporary frame plinth 3 and a crosspiece 4) coated with a paint (often yellow) to prevent adhesion of concrete to the plywood temporary frame, A plastic cone 5 and a separator 6 are attached, and a temporary clamp of one of a wall and a pillar is formed by a mold clamp (not shown), a single tube 2 and a plywood temporary frame (formed by a temporary frame siding plate 3 and a pier 4). A frame is formed.

他方の、建て込みに使用するパネル仮枠は、壁部分に用いる仮枠せき板に平板で透明な樹脂（アクリル板又は、塩ビ板又は、ＰＥＴ板又は、ポリカーボネート板）の透明平板樹脂壁Ａ部２１（板厚１ｍｍ、２ｍｍ、３ｍｍ、４ｍｍ、５ｍｍ、６ｍｍを部位により適位使用）を用い、透明平板樹脂壁Ａ部２１には、仮枠の一方のパネル仮枠に取付けた複数のセパレーター６の位置に対応した位置に複数個所の穴を開け、その穴にセパレーター６に型枠締付ナット７が取付けられると共に、透明平板樹脂壁Ａ部２１の端部には、隣り合う透明平板樹脂壁Ｂ部２３の端部を嵌め込み固定するための凸形契合部９が形成される。On the other hand, the panel temporary frame used for embedding is a flat plate resin wall A part of a flat and transparent resin (acrylic plate, PVC plate, PET plate or polycarbonate plate) on the temporary frame sill plate used for the wall portion. 21 (plate thickness 1 mm, 2 mm, 3 mm, 4 mm, 5 mm, 6 mm is used depending on the part), and the transparent flat resin wall A portion 21 has a plurality of separators 6 attached to one panel temporary frame of the temporary frame. A plurality of holes are made at positions corresponding to the positions of the molds, and the mold fastening nuts 7 are attached to the separators 6 in the holes. At the end of the transparent flat resin wall A part 21, adjacent transparent flat resin walls A convex engagement portion 9 for fitting and fixing the end portion of the B portion 23 is formed.

さらに、透明平板樹脂壁Ａ部２１と隣り合う壁と柱部分に用いる仮枠せき板にも、透明平板樹脂壁Ａ部２１と同様に平板で透明な樹脂（アクリル板又は、塩ビ板又は、ＰＥＴ板又は、ポリカーボネート板）の透明平板樹脂壁Ａ部２１（板厚１ｍｍ、２ｍｍ、３ｍｍ、４ｍｍ、５ｍｍ、６ｍｍを部位により適位使用）を用い、柱仮枠１１の角部はベンダー（曲げ加工機）を使い透明平板樹脂を４５度の角度で連続して２回折り曲げて面取り成形することにより、壁部分に用いる透明平板樹脂壁Ｂ部２３、透明平板樹脂壁Ｃ部１５と、柱部分に用いる角部２０、透明平板樹脂柱Ａ部１９、角部１８、透明平板樹脂柱Ｂ部１７、角部１６、透明平板樹脂柱Ｃ部１４、角部１３が形成され、透明平板樹脂壁Ｂ部２３の端部には、隣り合う透明平板樹脂壁Ａ部２１の凸形契合部９と契合させるための凹形契合部１０が形成される。 Further, the transparent frame resin wall A portion 21 is adjacent to the temporary frame sill plate used for the wall and the column portion as well as the transparent plate resin wall A portion 21 with a flat and transparent resin (acrylic plate, PVC plate or PET). A transparent flat resin wall A part 21 (plate thickness 1 mm, 2 mm, 3 mm, 4 mm, 5 mm, 6 mm is used depending on the part depending on the part) of the plate or polycarbonate plate, and the corner of the column temporary frame 11 is a bender (bending process) Machine), the transparent flat resin is continuously bent twice at an angle of 45 degrees and chamfered to form a transparent flat resin wall B portion 23, a transparent flat resin wall C portion 15 used for the wall portion, and a column portion. The corner 20 to be used, the transparent flat resin column A 19, the corner 18, the transparent flat resin column B 17, the corner 16, the transparent flat resin column C 14, and the corner 13 are formed. At the end of 23, the adjacent transparent flat resin Concave engage part 10 for engages the convex engaged portion 9 of the A portion 21 is formed.

このように、一枚の透明平板樹脂を折り曲げ壁・柱部分の仮枠せき板を形成することにより、必要な大きさの柱仮枠１１を簡単に成形することが出来るようになると共に、柱仮枠１１の角部を４５度の角度で２回折り曲げて面取り成形することにより、これまで、コンクリートの角部はジャンカが発生しやすく、欠けやすいので、防止策として、仮枠組立が完成後、角部に面木（三角形をした木材）を固定していたが、仮枠角部の面木が不要となり、仮枠を製作する際の費用と労力を軽減すことが可能となった。 In this way, by forming a temporary frame siding plate for a wall / column part by bending a single transparent flat plate resin, a column temporary frame 11 having a required size can be easily formed and a column can be formed. By bending the corner of the temporary frame 11 twice at an angle of 45 degrees and chamfering, the corners of the concrete have been prone to junkers and are easily chipped. As a preventive measure, after the temporary frame assembly is completed The face wood (triangular timber) is fixed to the corner, but the face wood at the corner of the temporary frame is no longer necessary, and it is possible to reduce the cost and labor when manufacturing the temporary frame.

図２は、図１で説明した凸形契合部９と凹形契合部１０の構造について詳細に説明する。 FIG. 2 explains in detail the structure of the convex engagement part 9 and the concave engagement part 10 described in FIG.

図２ａで示すように、凸形契合部９を構成する挿入用平板樹脂３０は、長板状の平板樹脂の先端を斜め形状に成形して透明平板樹脂壁Ａ部２１の端部に接着剤で固定し、さらにセパレーター６を固定する部分に凹形契合部１０との段差を無くすため長方形をして中央部に透明平板樹脂壁Ａ部２１と挿入用平板樹脂３０を貫通するための穴４０を開けた段差調整平板樹脂３１を接着剤で固定し、挿入用平板樹脂３０と透明平板樹脂２１を階段状になるように接着剤で固定して凸形契合部９を形成すると共に、他方の透明平板樹脂壁Ｂ部２３の端部に、透明平板樹脂壁Ｂ部２３と透明平板樹脂壁Ｂ部２３と同一の長さの長板状の受止用平板樹脂３３と長板状の押え用平板樹脂３８を、受止用平板樹脂３３が間に挟まれるようにコの字形に接着剤で固定して凹形契合部１０を形成し、さらに、段差調整平板樹脂３１に開けた穴４０から水平方向の凹形契合部１０に穴４１を開け、凸形契合部９の穴４０にセパレーター６を挿入すると共に、凹形契合部１０の穴４１にボルト３６を挿入し、そのボルト３６に、セパレーター６に嵌め込むことが出来るように丸形の契合穴３４を開けた打掛錠タイプの回転式打掛金具３５をナット３７で回転自在に取付け、次に凸形契合部９の挿入用平板樹脂３０を、凹形契合部１０の差込部３２に差し込み、次に回転式打掛金具３５を回転させて回転式打掛金具３５の契合穴３４をセパレーター６に嵌め込み、次に型枠締付ナット８をセパレーター６に取付け、型枠締付ナット８を回して締め付けることにより、回転式打掛金具３５と型枠締付ナット８が固定し、凸形契合部９と凹形契合部１０が一体となることにより、図２ｂで示すように、透明平板樹脂契合部４２が形成され、透明平板樹脂壁Ａ部２１と透明平板樹脂壁Ｂ部２３が一体となることにより仮枠せき板が形成される。As shown in FIG. 2a, the insertion flat resin 30 constituting the convex engagement portion 9 is formed by forming the end of a long plate-shaped flat resin into an oblique shape and applying an adhesive to the end of the transparent flat resin wall A portion 21. And a hole 40 for penetrating the transparent flat resin wall A portion 21 and the insertion flat resin 30 in the central portion in order to eliminate the step with the concave engagement portion 10 at the portion where the separator 6 is fixed. The step-adjusting flat plate resin 31 with the opening opened is fixed with an adhesive, and the flat plate resin 30 for insertion and the transparent flat plate resin 21 are fixed with an adhesive so as to be stepped to form the convex engagement portion 9, and the other At the end of the transparent flat resin wall B portion 23, the transparent flat resin wall B portion 23, the long plate-like receiving flat resin 33 having the same length as the transparent flat resin wall B portion 23, and the long plate-shaped presser Adhere the flat resin 38 with a U-shaped adhesive so that the receiving flat resin 33 is sandwiched between them. Then, the concave engagement portion 10 is formed, and further, a hole 41 is formed in the horizontal concave engagement portion 10 from the hole 40 formed in the step adjustment flat plate resin 31, and the separator 6 is formed in the hole 40 of the convex engagement portion 9. , A bolt 36 is inserted into the hole 41 of the concave engagement portion 10, and a round engagement hole 34 is opened in the bolt 36 so that the bolt 36 can be fitted into the separator 6. The mounting bracket 35 is rotatably attached with a nut 37, and then the flat resin 30 for insertion of the convex engagement portion 9 is inserted into the insertion portion 32 of the concave engagement portion 10, and then the rotational engagement bracket 35 is inserted. Is rotated to fit the engagement hole 34 of the rotary hook 35 into the separator 6, and then the mold clamping nut 8 is attached to the separator 6, and the mold clamping nut 8 is turned and tightened. hanging bracket 35 and the mold clamping nut 8 is solid The convex engagement portion 9 and the concave engagement portion 10 are integrated to form a transparent flat resin resin engagement portion 42 as shown in FIG. 2b, and the transparent flat resin wall A portion 21 and the transparent flat resin wall B are formed. A temporary frame support plate is formed by integrating the portion 23.

図３は、図１で説明した凸形契合部９と凹形契合部１０を図２で説明したように契合させ、柱仮枠１１の透明平板樹脂柱Ａ部１９と透明平板樹脂柱Ｃ部１４をセパレーター（図示せず）と型枠締付ナット４５で固定した状態を示すと共に、このように構成した透明平板樹脂壁Ａ部２１、透明平板樹脂壁Ｂ部２３、透明平板樹脂柱Ａ部１９、透明平板樹脂柱Ｂ部１７、透明平板樹脂柱Ｃ部１４、透明平板樹脂壁Ｃ部１５を建物の床スラブに固定するための壁用せき板固定部材５２と柱用せき板固定部材５５と壁用せき板固定部材５８を示す。3 engages the convex engagement portion 9 and the concave engagement portion 10 described in FIG. 1 as described in FIG. 2, and the transparent flat resin column A portion 19 and the transparent flat resin column C portion of the column temporary frame 11. 14 shows a state in which 14 is fixed with a separator (not shown) and a mold clamping nut 45, and the transparent flat resin wall A portion 21, the transparent flat resin wall B portion 23, and the transparent flat resin column A portion configured as described above. 19. Wall flat plate fixing member 52 and column flat plate fixing member 55 for fixing the transparent flat resin column B portion 17, the transparent flat resin column C portion 14, and the transparent flat resin wall C portion 15 to the floor slab of the building. The wall fixing member 58 for walls is shown.

図３、図４で示す、透明平板樹脂壁Ａ部２１を建物の床スラブに固定するための壁用せき板固定部材５２は、Ｌ字型に形成した２枚のＬ形スラブ固定鋼板４８とＬ形スラブ固定鋼板５０を上下に重ね、Ｌ形スラブ固定鋼板４８の挟み部４６とＬ形スラブ固定鋼板５０の挟み部４７の間に透明平板樹脂壁Ａ部２１を挟み込み、Ｌ形スラブ固定鋼板４８とＬ形スラブ固定鋼板５０に開けた穴５１に床スラブ固定用のビス４９を挿入して透明平板樹脂壁Ａ部２１を床スラブに固定させる。同様に、透明平板樹脂壁Ｂ部２３、透明平板樹脂柱Ａ部１９、透明平板樹脂柱Ｂ部１７、透明平板樹脂柱Ｃ部１４、透明平板樹脂壁Ｃ部１５を建物の床スラブに固定するための柱用せき板固定部材５５は、柱形状に形成した２枚の柱形スラブ固定鋼板５３と柱形スラブ固定鋼板５４を上下に重ね、透明平板樹脂壁Ｂ部２３、透明平板樹脂柱Ａ部１９、透明平板樹脂柱Ｂ部１７、透明平板樹脂柱Ｃ部１４、透明平板樹脂壁Ｃ部１５を柱用せき板固定部材５５の挟み部に挟み込み、柱形スラブ固定鋼板５３と柱形スラブ固定鋼板５４に開けた穴５６にビス５７を挿入して柱形スラブ固定鋼板５３と柱形スラブ固定鋼板５４を床スラブにビス５７を固定することにより透明平板樹脂壁Ｂ部２３、透明平板樹脂柱Ａ部１９、透明平板樹脂柱Ｂ部１７、透明平板樹脂柱Ｃ部１４、透明平板樹脂壁Ｃ部１５を床スラブに固定させる。同様に、壁用せき板固定部材５８で透明平板部材壁Ｃ部１５を床スラブに固定させる。 As shown in FIGS. 3 and 4, a wall slab fixing member 52 for fixing the transparent flat resin wall A portion 21 to a floor slab of a building includes two L-shaped slab fixing steel plates 48 formed in an L shape. The L-shaped slab fixed steel plates 50 are stacked one above the other, and the transparent flat resin wall A portion 21 is sandwiched between the sandwiched portion 46 of the L-shaped slab fixed steel plate 48 and the sandwiched portion 47 of the L-shaped slab fixed steel plate 50, and the L-shaped slab fixed steel plate 48 and a screw 49 for fixing the floor slab is inserted into a hole 51 formed in the L-shaped slab fixing steel plate 50 to fix the transparent flat resin wall A portion 21 to the floor slab. Similarly, the transparent flat resin wall B portion 23, the transparent flat resin column A portion 19, the transparent flat resin column B portion 17, the transparent flat resin column C portion 14, and the transparent flat resin wall C portion 15 are fixed to the floor slab of the building. For the pillar slab fixing member 55, the two columnar slab fixing steel plates 53 and the columnar slab fixing steel plate 54 are vertically stacked to form a transparent flat resin wall B portion 23 and a transparent flat resin column A. The portion 19, the transparent plate resin column B portion 17, the transparent plate resin column C portion 14, and the transparent plate resin wall C portion 15 are sandwiched between the holding portions of the column plate fixing member 55, and the columnar slab fixing steel plate 53 and the columnar slab By inserting screws 57 into the holes 56 formed in the fixed steel plate 54 and fixing the screws 57 to the floor slab with the columnar slab fixed steel plate 53 and the columnar slab fixed steel plate 54, the transparent flat resin wall B part 23 and the transparent flat resin Column A part 19, transparent flat resin column B part 17, Bright flat resin column C section 14, to fix the transparent plate resin wall C 15 on the floor slab. Similarly, the transparent flat plate member wall C part 15 is fixed to the floor slab by the wall dam plate fixing member 58.

さらに、図４で示すように、透明平板樹脂壁Ａ部２１、透明平板樹脂壁Ｂ部２３の室内側には、透明平板樹脂壁Ａ部２１、透明平板樹脂壁Ｂ部２３を室内側から固定するため、軽量溝形鋼６７（厚さ１．６ｍｍ、ウェブ巾５０ｍｍ、フランジ巾１０ｍｍ）の透明平板樹脂押え部６３を透明平板樹脂壁Ａ部２１、透明平板樹脂壁Ｂ部２３、透明平板樹脂壁Ｃ部１５と相対するように縦に複数本配置し、その複数本の軽量溝形鋼６７の室内側の軽量溝形鋼押え当接部６４（フランジ部）に対して、横方向に配置した複数本のＬ形鋼板６８（各辺２０ｍｍ）をボルト７０とナット６９で固定した壁用透明せき板樹脂押えＡ部材６５を配置すると共に、同様に、透明平板樹脂壁Ｂ部１５の室内側にも壁用透明せき板樹脂押えＡ部材６５と同一の壁用透明せき板樹脂押えＢ部材６６が配置される。 Further, as shown in FIG. 4, the transparent flat resin wall A portion 21 and the transparent flat resin wall B portion 23 are fixed from the indoor side to the indoor side of the transparent flat resin wall A portion 21 and the transparent flat resin wall B portion 23. Therefore, the transparent flat plate resin pressing part 63 of the lightweight grooved steel 67 (thickness 1.6 mm, web width 50 mm, flange width 10 mm) is made into the transparent flat plate resin wall A portion 21, the transparent flat plate resin wall B portion 23, and the transparent flat plate resin. A plurality of vertically arranged so as to face the wall C portion 15, and arranged in a lateral direction with respect to the indoor lightweight lightweight steel-pressing contact portion 64 (flange portion) of the lightweight lightweight steel 67. A transparent plate resin presser A member 65 for walls in which a plurality of L-shaped steel plates 68 (20 mm on each side) are fixed with bolts 70 and nuts 69 is disposed, and similarly, on the indoor side of the transparent flat resin wall B portion 15 In addition, the transparent transparence plate resin presser A wall 65 for the wall Dam resin pressing B member 66 is disposed.

図５は、図４で説明した壁用透明せき板樹脂押えＡ部材６５、壁用透明せき板樹脂押えＢ部材６６と同様に、柱仮枠１１の透明平板樹脂柱Ａ部１９、透明平板樹脂柱Ｂ部１７、透明平板樹脂柱Ｃ部１４の室内側に、壁用透明せき板樹脂押えＡ部材６５と同一形状の柱用透明せき板樹脂押えＡ部材７７、柱用透明せき板樹脂押えＢ部材８６、柱用透明せき板樹脂押えＣ部材８７が配置される。 FIG. 5 shows the transparent flat plate resin column A portion 19 of the column temporary frame 11 and the transparent flat plate resin, like the transparent flat plate resin presser A member 65 and the transparent transparent plate resin presser B member 66 described in FIG. On the indoor side of the column B portion 17 and the transparent flat resin column C portion 14, the transparent plate resin presser A member 77 for the column having the same shape as the transparent plate resin presser A member 65 for the wall, and the transparent plate resin presser B for the column. A member 86 and a transparent plate resin presser C member 87 are disposed.

図６は、図４と図５で説明した壁用透明せき板樹脂押えＡ部材６５と壁用透明せき板樹脂押えＢ部材６６と柱用透明せき板樹脂押えＡ部材７７、柱用透明せき板樹脂押えＢ部材８６、柱用透明せき板樹脂押えＣ部材８７を、透明平板樹脂壁Ａ部２１、透明平板樹脂壁Ｂ部２３、透明平板樹脂柱Ａ部１９、透明平板樹脂柱Ｂ部１７、透明平板樹脂柱Ｃ部１４、透明平板樹脂壁Ｂ部１５に押し付けた状態を示す。 FIG. 6 shows a transparent wall resin resin presser A member 65, a transparent wall resin resin presser B member 66, a transparent wall resin resin presser A member 77, and a transparent pillar plate described in FIGS. 4 and 5. Resin retainer B member 86, transparent plate resin retainer C member 87 for pillar, transparent flat resin wall A portion 21, transparent flat resin wall B portion 23, transparent flat resin column A portion 19, transparent flat resin column B portion 17, The state pressed against the transparent flat resin column C part 14 and the transparent flat resin wall B part 15 is shown.

図７と図８は、図６で説明した壁用透明せき板樹脂押えＡ部材６５と壁用透明せき板樹脂押えＢ部材６６と柱用透明せき板樹脂押えＡ部材７７と柱用透明せき板樹脂押えＢ部材８６と柱用透明せき板樹脂押えＣ部材８７を、透明平板樹脂壁Ａ部２１、透明平板樹脂壁Ｂ部２３、透明平板樹脂柱Ａ部１９、透明平板樹脂柱Ｂ部１７、透明平板樹脂柱Ｃ部１４に固定するためのＺ形軽量溝形鋼押え部材１２０、１２３を示す。 FIGS. 7 and 8 show the transparent wall resin resin presser A member 65, the transparent wall resin resin presser B member 66, the transparent wall resin resin presser A member 77 and the transparent wall plate described in FIG. A resin presser B member 86 and a transparent plate resin presser C member 87 for a column are made up of a transparent flat resin wall A portion 21, a transparent flat resin wall B portion 23, a transparent flat resin column A portion 19, a transparent flat resin column B portion 17, The Z-shaped lightweight grooved steel pressing members 120 and 123 for fixing to the transparent flat resin column C part 14 are shown.

Ｚ形軽量溝形鋼押え部材１２０、１２３は、図８で示すように平板鋼板の両端部を互いに逆方向に直角に折り曲げた押え部１３０、１３１（厚さ１．６ｍｍ、巾１５ｍｍ）と、支え部１３２、１３５（厚さ１．６ｍｍ、巾６０ｍｍ）と、折り曲げ部１３３、１３４（厚さ１．６ｍｍ、巾１５ｍｍ）で成形した２枚の軽量溝形鋼押え部材９５、９６を、壁用透明せき板樹脂押えＡ部材６５の室内側に上下逆さに配置し、軽量溝形鋼押え部材９５、９６で軽量溝形鋼６７を固定するため、セパレーター６の室内側に、長方形の平板鋼板をコの字形に折り曲げ、そのウェブ面に型枠締付ナット７を固定するための穴１１８（図７ｂで示す）を開け、両側のフランジ面の上部にコの字形をした乗せ台１１６を成形し、下部に柄杓状の挟み込み部１１７を形成した座金付型枠締付具９７を配置し、座金付型枠締付具９７の乗せ台１１６に軽量溝形鋼押え部材９５の折り曲げ部１３３を乗せ、挟み込み部１１７に軽量溝形鋼押え部材９６の折り曲げ部１３４を挟み込み、型枠締付ナット７を座金付型枠締付具９７の穴１１８（図７ｂで示す）に挿入し、ナット９８で座金付型枠締付具９７を型枠締付ナット７に固定することにより、軽量溝形鋼押え部材９５、９６の押え部１３０、１３１が壁用透明せき板樹脂押えＡ部材６５を固定し、さらに壁用透明せき板樹脂押えＡ部材６５が透明平板樹脂壁Ａ部２１を固定することにより、仮枠の建て込みに使用する片方の仮枠が構築され、倉庫や施工現場で軽量溝形鋼押え部材９５、９６を保管する際、軽量溝形鋼押え部材９５、９６を重ねて保管することが出来るようになるため、狭い場所で保管することが出来るようになると共に、軽い軽量溝形鋼押え部材９５、９６を使用するため施工現場で仮枠職人さんの労力を軽減させることが可能となった。As shown in FIG. 8, the Z-shaped lightweight groove-shaped steel pressing members 120 and 123 include presser portions 130 and 131 (thickness 1.6 mm, width 15 mm) in which both ends of a flat steel plate are bent at right angles to each other. Two lightweight grooved steel pressing members 95 and 96 formed by supporting portions 132 and 135 (thickness 1.6 mm, width 60 mm) and bent portions 133 and 134 (thickness 1.6 mm and width 15 mm) In order to fix the lightweight grooved steel 67 with the lightweight grooved steel retainer members 95 and 96, the rectangular flat steel plate is disposed on the indoor side of the separator 6. Is bent into a U-shape, a hole 118 (shown in FIG. 7b) for fixing the mold clamping nut 7 is formed in the web surface, and a U-shaped mounting table 116 is formed on the upper part of the flange surface on both sides. And a handle-like sandwiching portion 117 at the bottom Washer with formwork fastener 97 formed arranged, placing the bent portion 133 of the light interposition steel pressing member 95 to put base 116 of the washer with mold fasteners 97, lightweight nip 117 interposition steel retainer sandwiched bent portion 134 of the member 96, inserting the mold fastening nut 7 into the hole 118 of the washer with mold fasteners 97 (shown in Figure 7b), the type washers with formwork fastener 97 with a nut 98 By fixing to the frame clamping nut 7, the presser portions 130 and 131 of the lightweight grooved steel pressing members 95 and 96 fix the transparent barrier resin resin A member 65 for the wall, and further the transparent transparent resin resin presser A for the wall. When the member 65 fixes the transparent flat resin wall A part 21, one temporary frame used for the temporary frame is built, and when storing the lightweight grooved steel presser members 95 and 96 in a warehouse or construction site , Store lightweight grooved steel presser members 95 and 96 Can be stored in a narrow space, and light lightweight grooved steel presser members 95 and 96 can be used to reduce the work of temporary frame craftsmen at the construction site. It became.

図７は、図８で説明した軽量溝形鋼押え部材を、図６で説明した壁と柱に取付けた壁用透明せき板樹脂押えＡ部材６５、柱用透明せき板樹脂押えＡ部材７７、柱用透明せき板樹脂押えＢ部材８６、柱用透明せき板樹脂押えＣ部材８７、柱用透明せき板樹脂押えＢ部材６６に固定するため、図７ａで示すように壁軽量溝形鋼押え部材９５の端部９４を柱軽量溝形鋼押え部材１００の折り曲げ部９３に溶接して固定することにより、図７ｂで示すように壁軽量溝形鋼押え部材９５、９６と柱軽量溝形鋼押え部材１００、１０１が溶接部１１４、１１５で接合され、壁用透明せき板樹脂押えＡ部材６５と柱透明せき板樹脂押えＡ部材７７を透明平板樹脂壁Ａ部２１、透明平板樹脂壁Ｂ部２３と透明平板樹脂柱Ａ部１９に固定するための押え部材が一体となりＺ形軽量溝形鋼押え部材１２３を形成することにより、壁と柱の両方の透明平板樹脂を一度に頑強に固定することが出来るようになった。 FIG. 7 shows the transparent grooved resin presser A member 65 for the wall mounted on the wall and the column described in FIG. A transparent lightweight resin shaped wall presser member 86 as shown in FIG. 7a for fixing to a transparent transparent plate resin retainer B member 86, a transparent transparent plate resin retainer C member 87, and a transparent transparent resin plate retainer B member 66. 95 end portions 94 are welded and fixed to the bent portion 93 of the column lightweight channel steel retainer member 100, so that the wall lightweight channel steel retainer members 95 and 96 and the column lightweight channel steel retainer are shown in FIG. 7b. The members 100 and 101 are joined by the welded portions 114 and 115, and the transparent transparent resin resin presser A member 65 for the wall and the transparent pillar resin resin presser A member 77 for the wall are made of the transparent flat resin wall A portion 21 and the transparent flat resin wall B portion 23. And a pressing member for fixing to the transparent flat resin column A 19 By forming the next Z-shaped lightweight interposition steel pressing member 123, now both walls and pillars of the transparent flat plate resin can be robustly fixed at once.

同様に、透明平板樹脂柱Ｃ部１４と透明平板樹脂壁Ｃ部１５に対しても、図４、図５で説明した柱用透明せき板樹脂押えＣ部材８７と壁用透明せき板樹脂押えＢ部材６６を、図７ｂで示すように壁軽量溝形鋼押え部材１０９、１１２と柱軽量溝形鋼押え部材１０３、１０５が一体となったＺ形軽量溝形鋼押え部材１２０で固定することにより、壁と柱の両方の透明平板樹脂を頑強に固定することが出来るようになった。 Similarly, with respect to the transparent flat resin column C part 14 and the transparent flat resin wall C part 15, the transparent column resin resin retainer C member 87 and the transparent wall resin resin retainer B for wall described with reference to FIGS. As shown in FIG. 7b, the member 66 is fixed by a Z-shaped lightweight grooved steel presser member 120 in which the wall lightweight grooved steel retainer members 109 and 112 and the column lightweight grooved steel retainer members 103 and 105 are integrated. It became possible to firmly fix the transparent flat resin on both the wall and the pillar.

図９は、図７、図８で説明したＺ形軽量溝形鋼押え部材１２０、１２３を使うことにより、図６で説明した壁用透明せき板樹脂押えＡ部材６５と柱用透明せき板樹脂押えＡ部材７７と柱用透明せき板樹脂押えＢ部材８６と柱用透明せき板樹脂押えＣ部材８７と壁用透明せき板樹脂押えＢ部材６６を、透明平板樹脂壁Ａ部２１と透明平板樹脂壁Ｂ部２３と透明平板樹脂柱Ａ部１９と透明平板樹脂柱Ｂ部１７と透明平板樹脂柱Ｃ部１４と透明平板樹脂壁Ｃ部１５に固定した状態を示す。 9 uses the Z-shaped lightweight grooved steel presser members 120 and 123 described with reference to FIGS. 7 and 8, so that the transparent barrier plate resin presser A member 65 and the transparent barrier plate resin for columns described with reference to FIG. 6 are used. The presser A member 77, the transparent plate resin presser B member 86 for the column, the transparent plate resin presser C member 87 for the column, the transparent plate resin presser B member 66 for the wall, the transparent flat plate resin wall A portion 21 and the transparent flat plate resin. The state fixed to the wall B part 23, the transparent flat resin pillar A part 19, the transparent flat resin pillar B part 17, the transparent flat resin pillar C part 14, and the transparent flat resin wall C part 15 is shown.

図１０は、図７で説明した固定用Ｌ形鋼板１１９を柱軽量溝形鋼押え部材１００と柱軽量溝形鋼押え部材１０３の先端上部に乗せ、柱軽量溝形鋼押え部材１００の穴１０２と柱軽量溝形鋼押え部材１０３の穴１０６を、固定用Ｌ形鋼板１１９の穴１２２、１２４位置に合せてビス１２１で固定用Ｌ形鋼板１１９と柱軽量溝形鋼押え部材１００と柱軽量溝形鋼押え部材１０３を固定した状態を示す。このように図１０ａで示すように固定用Ｌ形鋼板１１９の軽量溝形鋼押え部１２５を、図５で説明した柱用透明せき板樹脂押えＢ部材８６の軽量溝形鋼押え当接部８９に押し付けることにより、柱用透明せき板樹脂押えＢ部材８６が透明平板樹脂柱Ｂ部１７を固定することが可能となった。 10A and 10B, the fixing L-shaped steel plate 119 described with reference to FIG. 7 is placed on the top ends of the column lightweight grooved steel retainer member 100 and the column lightweight grooved steel retainer member 103, and the hole 102 of the column lightweight grooved steel retainer member 100 is placed. The L-shaped steel plate 119 for fixing the column light weight steel plate 119, the light weight column-shaped steel pressing member 100 and the light weight column are fixed to the holes 106 of the light weight column-shaped steel pressing member 103 with the screws 121 in accordance with the positions of the holes 122 and 124 of the fixing L-shaped steel plate 119. The state which fixed the channel steel pressing member 103 is shown. Thus, as shown in FIG. 10a, the lightweight grooved steel retainer 125 of the fixing L-shaped steel plate 119 is replaced with the lightweight grooved steel retainer abutting portion 89 of the transparent resin plate retainer B member 86 described with reference to FIG. It is possible to fix the transparent flat resin column B part 17 by the transparent transparent plate resin presser B member 86 for the column.

以下、この発明の実施の形態２について説明する。
［発明の実施の形態２］The second embodiment of the present invention will be described below.
[Embodiment 2 of the Invention]

図１１と図１２には、この発明の実施の形態２を示す。上記発明の実施の形態１では、図５で説明したように、透明平板樹脂柱Ｂ部１７の室内側に透明平板樹脂柱Ｂ部１７を室内側から固定するため、軽量溝形鋼８２の柱用透明せき板樹脂押えＢ部材８６を透明平板樹脂柱Ｂ部１７と相対するように縦に複数本配置し、その複数本の軽量溝形鋼８２の室内側の軽量溝形鋼押え当接部８９と、横方向に配置した複数本のＬ形鋼板８５をボルト８４とナット８３で固定していたが、この発明の実施の形態２では、図１１で示ように、透明平板樹脂柱Ｂ部１６３の室内側に、透明平板樹脂柱Ｂ部１６３を室内側から固定するため、木製の角材１６１を縦に複数本配置し、その複数本の角材１６１の室内側に複数本のＬ形鋼板１５９を横方向に配置し、角材１６１とＬ形鋼板１５９を木ねじ１６０で固定することにより柱用透明せき板樹脂押えＢ部材１６２が形成され、図１２で示すように、柱用透明せき板樹脂押えＢ部材１６２は固定用Ｌ形鋼板１７４により透明平板樹脂柱Ｂ部１６３に固定される。同様に、透明平板樹脂壁Ａ部１６７、透明平板樹脂壁Ｂ部１４５、透明平板樹脂柱Ａ部１６５、透明平板樹脂柱Ｃ部１５６、透明平板樹脂壁Ｃ部１５５についても柱用透明せき板樹脂押えＢ部材１６２の形状と同様の壁用透明せき板樹脂押えＡ部材１７２、柱用透明せき板樹脂押えＡ部材１７３、壁用透明せき板樹脂押えＢ部材１８５がＺ形角材押え部材１７１、１７９により固定される。その他の構造に関しては、この発明の実施の形態１と同様である。 11 and 12 show a second embodiment of the present invention. In the first embodiment of the present invention, as described with reference to FIG. 5, in order to fix the transparent flat resin column B 17 to the indoor side of the transparent flat resin column B 17 from the indoor side, the column of the lightweight channel steel 82 is used. A plurality of transparent plate resin presser B members 86 are vertically arranged so as to be opposed to the transparent flat resin column B part 17, and a light-weight channel steel press contact portion on the indoor side of the plurality of lightweight channel steels 82. 89 and a plurality of L-shaped steel plates 85 arranged in the lateral direction are fixed by bolts 84 and nuts 83. In the second embodiment of the present invention, as shown in FIG. In order to fix the transparent flat resin column B part 163 from the indoor side to the indoor side of 163, a plurality of wooden square members 161 are arranged vertically, and a plurality of L-shaped steel plates 159 are provided on the indoor side of the plurality of square members 161. Are arranged in the horizontal direction, and the square member 161 and the L-shaped steel plate 159 are fixed with the wood screw 160. As a result, the pillar transparent retaining plate resin retainer B member 162 is formed. As shown in FIG. 12, the pillar transparent retaining plate resin retainer B member 162 is fixed to the transparent flat resin column B portion 163 by the fixing L-shaped steel plate 174. Is done. Similarly, for the transparent flat resin wall A portion 167, the transparent flat resin wall B portion 145, the transparent flat resin column A portion 165, the transparent flat resin column C portion 156, and the transparent flat resin wall C portion 155, the transparent plate resin for columns. Transparent wall resin support A member 172 for wall, transparent support resin resin member A 173 for pillar, and transparent support resin B member 185 for wall are the same as the shape of presser B member 162. It is fixed by. Other structures are the same as those in the first embodiment of the present invention.

以下、この発明の実施の形態３について説明する。
［発明の実施の形態３］The third embodiment of the present invention will be described below.
Embodiment 3 of the Invention

図１３には、この発明の実施の形態３を示す。上記発明の実施の形態１では、図５で説明したように、透明平板樹脂柱Ｂ部１７の室内側に透明平板樹脂柱Ｂ部１７を室内側から押えるため、軽量溝形鋼８２（厚さ１．６ｍｍ、ウェブ巾５０ｍｍ、フランジ巾１０ｍｍ）の透明平板樹脂押え部８８が透明平板樹脂柱Ｂ部１７と相対するように縦に複数本配置し、その複数本の軽量溝形鋼８２の室内側の軽量溝形鋼押え当接部８９と、横方向に配置した複数本のＬ形鋼板８５（各辺２０ｍｍ）をボルト８４とナット８３で固定していたが、この発明の実施の形態３では、透明平板樹脂を室内側から押えるため、軽量溝形鋼１９４に取付けた複数本のＬ形鋼板１９５のボルト１９７とナット１９６を緩めることにより、図１３ｂで示すように透明せき板樹脂押え部材１９１をコンパクトに畳むことが出来るようになり、施工現場への搬入が容易に出来るようになった。図４で説明した壁用透明せき板樹脂押えＡ部材６５、壁用透明せき板樹脂押えＢ部材６６、図５で説明した柱用透明せき板樹脂押えＡ部材７７、柱用透明せき板樹脂押えＣ部材８７についても、この発明の実施の形態３で説明したように図１３の透明せき板樹脂押え部材１９１と同様にコンパクトに畳むことが可能となった。その他の構造に関しては、この発明の実施の形態１と同様である。 FIG. 13 shows a third embodiment of the present invention. In the first embodiment of the present invention, as described with reference to FIG. 5, since the transparent flat resin column B part 17 is pressed from the indoor side to the indoor side of the transparent flat resin column B part 17, 1.6 mm, web width 50 mm, flange width 10 mm) are arranged in a plurality of lengths so that the transparent flat resin presser portions 88 are opposed to the transparent flat resin column B portion 17. The inner lightweight grooved steel presser contact portion 89 and a plurality of L-shaped steel plates 85 (each side 20 mm) arranged in the lateral direction are fixed with bolts 84 and nuts 83, but Embodiment 3 of the present invention. Then, in order to press the transparent flat plate resin from the indoor side, by loosening the bolts 197 and nuts 196 of the plurality of L-shaped steel plates 195 attached to the lightweight grooved steel 194, a transparent slat plate resin presser member as shown in FIG. Folding 191 compactly Now it can be, now can be easily transported to the construction site. 4. Transparent wall resin resin presser A member 65 for wall explained in FIG. 4, transparent wall resin resin presser B member 66 for wall, transparent post resin resin presser A member 77 for column explained in FIG. 5, transparent resin resin presser for column As described in the third embodiment of the present invention, the C member 87 can be compactly folded in the same manner as the transparent support plate resin pressing member 191 shown in FIG. Other structures are the same as those of the first embodiment of the present invention.

以下、この発明の実施の形態４について説明する。
［発明の実施の形態４］The fourth embodiment of the present invention will be described below.
[Embodiment 4 of the Invention]

図１４には、この発明の実施の形態４を示す。上記発明の実施の形態３では、図１３で説明したように軽量溝形鋼１９４を押えるためのＬ形鋼板１９５を１本の鋼材で成形していたが、この発明の実施の形態４では、軽量溝形鋼２０５を支えるためのＬ形鋼板を２本のＬ形鋼板２０６とＬ形鋼板２０９で形成し、２本のＬ形鋼板２０６とＬ形鋼板２０９を折れ曲り部２０１で重ね合せてボルト２０８とナット２０７で固定したことにより、図１４ｂで示すように、透明せき板樹脂押え部２０１を中央部で半分に折り曲げ、高さを抑えてコンパクトに畳むことが出来るようになり、特に、狭い階段での搬入、天井高の低い施工現場への搬入が容易に出来るようになった。その他の構造に関しては、この発明の実施の形態３と同様である。 FIG. 14 shows a fourth embodiment of the present invention. In the third embodiment of the present invention, as described in FIG. 13, the L-shaped steel plate 195 for pressing the lightweight grooved steel 194 is formed of one steel material. However, in the fourth embodiment of the present invention, An L-shaped steel plate for supporting the lightweight grooved steel 205 is formed by two L-shaped steel plates 206 and 209, and the two L-shaped steel plates 206 and 209 are overlapped at a bent portion 201. By fixing with the bolt 208 and the nut 207, as shown in FIG. 14b, the transparent plate resin presser 201 can be folded in half at the center, and can be folded compactly with a reduced height. It is now possible to easily carry in on narrow stairs and into construction sites with low ceiling height. Other structures are the same as those in the third embodiment of the present invention.

以下、この発明の実施の形態５について説明する。
［発明の実施の形態５］The fifth embodiment of the present invention will be described below.
[Embodiment 5 of the Invention]

図１５乃至図２１には、この発明の実施の形態５を示す。上記発明の実施の形態１では、連続する壁仮枠に柱仮枠を形成するための構造について説明したが、この発明の実施の形態５では、鉄筋コンクリート建物のコーナー部を構成する壁と柱の仮枠構造について図示する。壁用透明平板樹脂、柱用透明平板樹脂、透明平板樹脂契合部、壁用透明せき板樹脂押え部材、柱用透明せき板押え部材、Ｚ形軽量溝形鋼押え部材を構成する基本的な構造は、この発明の実施の形態１と同様である。 15 to 21 show a fifth embodiment of the present invention. In the first embodiment of the present invention, the structure for forming the column temporary frame on the continuous wall temporary frame has been described. However, in the fifth embodiment of the present invention, the walls and columns that form the corner portion of the reinforced concrete building are described. The temporary frame structure is illustrated. Basic structure of transparent flat resin for walls, transparent flat resin for pillars, transparent flat resin joint, transparent barrier resin retainer for walls, transparent retaining member for pillars, Z-shaped lightweight grooved steel retainer These are the same as in the first embodiment of the present invention.

以下、この発明の実施の形態６について説明する。
［発明の実施の形態６］The sixth embodiment of the present invention will be described below.
[Sixth Embodiment of the Invention]

図２２乃至図２８には、この発明の実施の形態６を示す。図２３で示すように、柱仮枠の仮枠せき板に平板で透明な樹脂（アクリル板、又は塩ビ板、又はＰＥＴ版、又はポリカーボネート板）を用い、施工する柱を縦に半分に割ったような形状になるように、柱用透明仮枠せき板３２７を柱形状に角部３３２、３３４を連続して２回折り曲げて面取り成形し、透明平板樹脂柱Ａ部３２８と透明平板樹脂柱Ｂ部３３３と透明平板樹脂柱Ｃ部３３５をコの字形に成形し、透明平板樹脂柱Ａ部３２８の端部には、図２ａで説明した凹形契合部１０と同一の形状をした凹形契合部３２９を形成すると共に、透明平板樹脂柱Ｃ部３３５の端部には、図２ａで説明した凸形契合部９と同一の形状をした凸形契合部３３６を形成し、同様に、柱用透明仮枠せき板３３７を柱形状に角部３４５、３４６を２回折り曲げて面取り成形し、透明平板樹脂柱Ｄ部３４２と透明平板樹脂柱Ｅ部３４３と透明平板樹脂柱Ｆ部３４４をコの字形に成形し、透明平板樹脂柱Ｆ部３４４の端部には、図２ａで説明した凹形契合部１０と同一の形状をした凹形契合部３３９を形成すると共に、透明平板樹脂柱Ｄ部３４２の端部には、図２ａで説明した凸形契合部９と同一の形状をした凸形契合部３３８を形成し、柱用透明仮枠せき板３２７の凹形契合部３２９と柱用透明仮枠せき板３３７の凸形契合部３３８を結合すると共に、同様に柱用透明仮枠せき板３２７の凸形契合部３３６と柱用透明仮枠せき板の凹形契合部３３９を結合させ、図２で説明した回転式打掛金具３５と同様の形状をした回転式打掛金具３４１を回転させてセパレーター３３１と型枠締付ナット３６４の間に挟み込むことにより、図２４で示すように、柱用透明仮枠せき板３２７と柱用透明仮枠せき板３３７が一体となり柱仮枠用の仮枠せき板が形成される。22 to 28 show a sixth embodiment of the present invention. As shown in FIG. 23, a flat and transparent resin (an acrylic plate, a vinyl chloride plate, a PET plate, or a polycarbonate plate) was used for the temporary frame support plate of the column temporary frame, and the column to be constructed was vertically divided in half. In order to obtain such a shape, the transparent temporary frame support plate 327 for a column is formed into a column shape and the corner portions 332 and 334 are continuously bent twice to bend and formed into a transparent flat resin column A portion 328 and a transparent flat resin column B. The portion 333 and the transparent flat resin column C portion 335 are formed in a U-shape, and the end of the transparent flat resin column A portion 328 has a concave engagement having the same shape as the concave engagement portion 10 described in FIG. A convex engagement portion 336 having the same shape as that of the convex engagement portion 9 described with reference to FIG. 2A is formed at the end of the transparent flat resin column C portion 335. Transparent temporary frame support plate 337 is columnar and corners 345 and 346 are bent twice. The transparent flat resin column D portion 342, the transparent flat resin column E portion 343, and the transparent flat resin column F portion 344 are formed in a U shape, and the end of the transparent flat resin column F portion 344 is formed at the end of FIG. The concave engagement portion 339 having the same shape as the concave engagement portion 10 described in FIG. 2 is formed, and the same as the convex engagement portion 9 described in FIG. A convex engagement portion 338 having a shape is formed, and the concave engagement portion 329 of the transparent temporary frame support plate 327 for the column and the convex engagement portion 338 of the transparent temporary frame support plate 337 for the column are combined, and similarly for the column. A rotary punching device having a shape similar to that of the rotary hook metal fitting 35 described in FIG. 2 by connecting the convex engagement portion 336 of the transparent temporary frame support plate 327 and the concave engagement portion 339 of the transparent temporary frame support plate for columns. between the hanging bracket 341 is rotated separator 331 and mold clamping nut 364 By sandwiching, as shown in Figure 24, column transparent temporary frame end plate 327 and the bar for the transparent temporary frame dam 337 is formed tentative frame dams for temporary frame pillars come together.

さらに、図２５、図２６で示すように、柱用透明仮枠せき板３２７と柱用透明仮枠せき板３３７の室内側には、柱用透明仮枠せき板３２７と柱用透明仮枠せき板３３７を室内側から固定するため、軽量溝形鋼３７８（厚さ１．６ｍｍ、ウェブ巾５０ｍｍ、フランジ巾１０ｍｍ）の透明平板樹脂押え部３７２を透明平板樹脂柱Ｃ部３３５と透明平板樹脂柱Ｆ部３４４と相対するように縦に複数本配置し、その複数本の軽量溝形鋼３７８の室内側の軽量溝形鋼押え当接部３７３（フランジ部）と、横方向に配置した複数本のＬ形鋼板３７７（各辺２０ｍｍ）をボルト３７５とナット３７６で固定した柱用透明仮枠せき板押え部材３７４が取付けられると共に、同様に、透明平板樹脂柱Ｂ部３３３、透明平板樹脂柱Ｅ部３４３、透明平板樹脂柱Ａ部と透明平板樹脂柱Ｄ部３４２の室内側にも柱用透明仮枠せき板押え部材３７１、柱用透明仮枠せき板押え部材３７９、柱用透明仮枠せき板押え部材３７０が取付けられる。 Furthermore, as shown in FIG. 25 and FIG. 26, on the indoor side of the column transparent temporary frame support plate 327 and the column transparent temporary frame support plate 337, the column transparent temporary frame support plate 327 and the column transparent temporary frame support plate are provided. In order to fix the plate 337 from the indoor side, the transparent flat resin presser portion 372 made of lightweight grooved steel 378 (thickness 1.6 mm, web width 50 mm, flange width 10 mm) is made of the transparent flat resin column C portion 335 and the transparent flat resin column. A plurality of light-weight channel steel press contact portions 373 (flange portions) on the indoor side of the plurality of light-weight channel steels 378 and a plurality of them arranged in the lateral direction so as to face the F part 344 vertically. A transparent temporary frame support plate pressing member 374 for fixing the L-shaped steel plate 377 (each side 20 mm) with bolts 375 and nuts 376 is attached, and similarly, the transparent flat resin column B portion 333 and the transparent flat resin column E Part 343, transparent flat resin pillar A part Transparent plate resin column D unit 342 of the indoor side pillars transparent temporary frame dam pressing member 371 is also temporary frame cough transparent for pole plate pressing member 379, column transparent temporary frame dam pressing member 370 is attached.

このように構成した、柱用透明仮枠せき板押え部材３７４、３７１、３７９、３７０に図７、図８で説明したＺ形軽量溝形鋼押え部材１２０、１２３と同様の構造をしたＺ形軽量溝形鋼押え部材４３４、４３５、４３６、４３７、を固定することにより、図２８で示すように柱仮枠３２６が形成される。 The Z-shaped lightweight groove-shaped steel pressing members 120 and 123 described in FIGS. 7 and 8 are formed on the transparent temporary frame support plate pressing members 374, 371, 379, and 370 having the above-described configuration. By fixing the lightweight channel steel pressing members 434, 435, 436, and 437, a column temporary frame 326 is formed as shown in FIG.

以上、実施の形態に基づいて、本発明に係る鉄筋コンクリート建物を成形する透明仮枠構造について詳細に説明してきたが、本発明は、以上の実施の形態に限定されるものではなく、発明の趣旨を逸脱しない範囲において各種の改変をなしても、本発明の技術的範囲に属するのはもちろんである。 As mentioned above, based on the embodiment, the transparent temporary frame structure for forming the reinforced concrete building according to the present invention has been described in detail, but the present invention is not limited to the above embodiment, and the gist of the invention Even if various modifications are made without departing from the scope of the invention, it is a matter of course that they belong to the technical scope of the present invention.

図１乃至図２８において、仮枠せき板に、平板で透明な樹脂（アクリル板又は、塩ビ板又は、ＰＥＴ板又は、ポリカーボネート板）の透明平板樹脂を用いると記載したが、ポリカーボネート樹脂中空ボードを用いることも、もちろん可能である。 In FIG. 1 to FIG. 28, it is described that a transparent flat resin of a flat and transparent resin (an acrylic plate, a vinyl chloride plate, a PET plate, or a polycarbonate plate) is used for the temporary frame support plate. Of course, it can be used.

図１乃至図１４において、軽量溝形鋼とＬ形鉄板をボルトとナットで固定すると記載したが、タッピングネジを使って軽量溝形鋼にＬ形鉄板を取付け、運搬、資材搬入する際には、タッピングネジを緩めて、押え部材を畳むことも、もちろん可能である。 In FIG. 1 to FIG. 14, it is described that the lightweight grooved steel and the L-shaped iron plate are fixed with bolts and nuts. However, when attaching the L-shaped iron plate to the lightweight grooved steel using a tapping screw, transporting, and carrying in materials. Of course, it is also possible to fold the presser member by loosening the tapping screw.

図１乃至図２８において、一例として鉄筋コンクリート建物の壁を形成する仮枠構造において、一方の仮枠せき板に透明樹脂を用い、他方の仮枠せき板には、従来から、鉄筋コンクリート建物の仮枠を組立てる現場で日常的に用いられてきた厚手のベニヤ板（コンパネ）の片側表面にコンクリートの付着を防ぐよう平滑にするための塗料（黄色であることが多い）が塗布された合板仮枠を用いると説明してきたが、仮枠の両側のパネル仮枠を透明樹脂板と軽量溝形鋼を用いた透明せき板樹脂押え部材とＺ形軽量溝形鋼押え部材で構成することも、もちろん可能である。 In FIG. 1 to FIG. 28, as an example, in a temporary frame structure for forming a wall of a reinforced concrete building, a transparent resin is used for one temporary frame siding plate, and a temporary frame of a reinforced concrete building is conventionally used for the other temporary frame sill plate. Use a plywood temporary frame that has been coated with a paint (often yellow) to prevent adhesion of concrete to one surface of a thick plywood panel that has been used on a daily basis at the assembly site. However, it is of course possible to configure the panel temporary frames on both sides of the temporary frame with transparent resin plate and lightweight grooved steel pressing members and Z-shaped lightweight grooved steel pressing members. is there.

図１乃至図１４において、軽量溝形鋼の軽量溝形鋼押え部をＬ形鋼板で固定すると説明したが、Ｌ形鋼板の代わりにコの字形鋼板を用いて固定することも、もちろん可能である。 In FIG. 1 to FIG. 14, it has been described that the lightweight groove-shaped steel presser portion of the lightweight groove-shaped steel is fixed with the L-shaped steel plate, but it is of course possible to fix it using a U-shaped steel plate instead of the L-shaped steel plate. is there.

図２において、凸形契合部９を構成する段差調整平板樹脂３１の形状を「長方形をして中央部に透明平板樹脂壁Ａ部２１と挿入用平板樹脂３０を貫通するための穴４０を開けた」と説明したが、段差調整平板樹脂３１の長さを挿入用平板樹脂３０の長さに合せて一枚の長板状に成形した段差調整平板樹脂を使用することも、もちろん可能である。 In FIG. 2, the step-adjusting flat resin 31 constituting the convex engagement portion 9 has a shape of “a rectangular shape and a hole 40 is formed in the center for penetrating the transparent flat resin wall A portion 21 and the insertion flat resin 30. However, it is of course possible to use a step-adjusting flat resin in which the length of the step-adjusting flat resin 31 is adjusted to the length of the insertion flat resin 30 to form a single long plate. .

本発明の実施の形態１に係る、隣り合う透明平板樹脂製の仮枠せき板を並べた立体分解図である。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a three-dimensional exploded view in which adjacent temporary flat plate made of transparent flat resin are arranged according to Embodiment 1 of the present invention. 同実施の形態に係る、隣り合う透明平板樹脂製の仮枠せき板を結合させるための立体部品図である。It is a three-dimensional component figure for combining the temporary frame sill boards made of transparent flat resin, according to the embodiment. 同実施の形態に係る、隣り合う透明平板樹脂製の仮枠せき板を結合させた立体図である。It is the three-dimensional figure which combined the temporary frame board made from adjacent transparent flat resin based on the embodiment. 同実施の形態に係る、図３の壁の透明平板樹脂を押えるための壁用透明せき板樹脂押え部材の立体図である。FIG. 4 is a three-dimensional view of a transparent wall resin resin pressing member for pressing the transparent flat resin on the wall of FIG. 3 according to the same embodiment. 同実施の形態に係る、図３の柱の透明平板樹脂を押えるための柱用透明せき板樹脂押え部材の立体図である。FIG. 4 is a three-dimensional view of a column transparent transparent plate resin pressing member for pressing the transparent flat plate resin of the column in FIG. 3 according to the same embodiment. 同実施の形態に係る、図４と図５の壁用透明せき板樹脂押え部材と、柱用透明せき板樹脂押え部材を透明平板樹脂に取付けた立体図である。FIG. 6 is a three-dimensional view of the wall transparent slat plate resin pressing member and the column transparent sill plate resin pressing member of FIGS. 4 and 5 attached to a transparent flat plate resin according to the same embodiment. 同実施の形態に係る、壁用透明せき板樹脂押え部材と柱用透明せき板樹脂押押え部材を透明平板樹脂に固定するための、座金付型枠締付具とＺ形軽量溝形鋼押え部材の立体部部品図である。Form clamp with washer and Z- type lightweight grooved steel retainer for fixing the transparent retaining plate resin retaining member for walls and the transparent retaining plate resin retaining member for columns to the transparent flat plate resin according to the embodiment It is a three-dimensional part figure of a member. 同実施の形態に係る、座金付型枠締付具とＺ形軽量溝形鋼押え部材の断面図である。It is sectional drawing of the form clamp fastener with a washer and a Z-shaped lightweight channel steel pressing member based on the embodiment. 同実施の形態に係る、図６の壁用透明せき板樹脂押え部材と、柱用透明せき板樹脂押え部材に、座金付型枠締付具でＺ形軽量溝形鋼押え部材を固定した状態の立体図である。According to the embodiment, the state and the transparent end plate resin pressing member wall, that the transparent sheathing board resin pressing member for posts, with washers with mold fasteners fixing the Z-shaped light interposition steel pressing member of FIG. 6 FIG. 同実施の形態に係る、図９のＺ形軽量溝形鋼押え部材を固定用Ｌ形鋼板で固定した状態の立体図である。FIG. 10 is a three-dimensional view of a state in which the Z-shaped lightweight grooved steel pressing member of FIG. 9 is fixed with a fixing L-shaped steel plate according to the same embodiment. 本発明の実施の形態２に係る、透明平板樹脂を押えるための柱用透明せき板樹脂押えを木製の角材で構成した状態の立体図である。It is the three-dimensional figure of the state which comprised the transparent board resin presser for pillars for pressing the transparent flat resin based on Embodiment 2 of this invention with the wooden square material. 同実施の形態に係る、図１０の軽量溝形鋼を木製の角材に置き換えた状態の立体図である。It is the three-dimensional view of the state which replaced the lightweight channel steel of FIG. 10 based on the embodiment with the wooden square. 本発明の実施の形態３に係る、透明せき板樹脂押え部を折り畳むことができるように構成した状態の立体図である。It is a three-dimensional figure of the state comprised so that the transparent board | substrate resin press part which concerns on Embodiment 3 of this invention could be folded. 本発明の実施の形態４に係る、透明せき板樹脂押え部を折り畳むことができるように構成した状態の立体図である。It is a three-dimensional figure of the state comprised so that the transparent board resin presser part based on Embodiment 4 of this invention could be folded. 本発明の実施の形態５に係る、隣り合う壁と柱の透明平板樹脂を並べた状態の立体分解図である。It is a three-dimensional exploded view of the state which arranged the wall and pillar transparent flat plate resin based on Embodiment 5 of this invention. 同実施の形態に係る、隣り合う壁と柱の透明平板樹脂を結合させた立体図である。It is the three-dimensional figure which combined the transparent wall resin of the adjacent wall and pillar based on the embodiment. 同実施の形態に係る、図１６の壁の透明平板樹脂を押えるための壁用透明せき板樹脂押え部材の立体図である。FIG. 17 is a three-dimensional view of a wall transparent plate resin pressing member for pressing the transparent flat plate resin of the wall of FIG. 16 according to the same embodiment; 同実施の形態に係る、壁用透明せき板樹脂押え部材と、柱用透明せき板樹脂押え部材を透明平板樹脂に取付けた立体図である。It is the three-dimensional view which attached the transparent siding board resin pressing member for walls and the transparent siding board resin pressing member for pillars based on the embodiment to transparent flat resin. 同実施の形態に係る、壁用透明せき板樹脂押え部材と柱用透明せき板樹脂押押え部材を透明平板樹脂に取付けるための、座金付型枠締付具とＺ形軽量溝形鋼押え部材の立体部品図である。Form- fitting fastener with washer and Z-shaped lightweight groove-shaped steel presser member for attaching the wall-use transparent base plate resin presser member and the column transparent base plate resin presser member to the transparent flat plate resin according to the embodiment FIG. 同実施の形態に係る、図１８の壁用透明せき板樹脂押え部材と、柱用透明せき板樹脂押え部材に、座金付型枠締付具でＺ形軽量溝形鋼押え部材を固定した状態の立体図である。According to the embodiment, the state and the transparent end plate resin pressing member wall, that the transparent sheathing board resin pressing member for posts, with washers with mold fasteners fixing the Z-shaped light interposition steel pressing member of FIG. 18 FIG. 同実施の形態に係る、図２０のＺ形軽量溝形鋼押え部材を固定用Ｌ形鋼板で固定した状態の立体図である。It is a three-dimensional figure of the state which fixed the Z-shaped lightweight grooved steel pressing member of FIG. 20 with the L-shaped steel plate for fixation based on the embodiment. 本発明の実施の形態６に係る、鉄筋コンクリート建物の柱の鉄筋を立体図で示す。The reinforcing bar of the column of a reinforced concrete building based on Embodiment 6 of this invention is shown with a three-dimensional figure. 同実施の形態に係る、柱の鉄筋と、柱仮枠を構成する柱用透明仮枠せき板を立体分解図で示す。The column reinforcing bar and the transparent temporary frame support plate for pillars constituting the column temporary frame according to the embodiment are shown in a three-dimensional exploded view. 同実施の形態に係る、柱仮枠を構成する柱用透明仮枠せき板を組立てた状態を立体図で示す。The state which assembled the transparent temporary frame support plate for pillars which comprises the column temporary frame based on the embodiment is shown with a three-dimensional view. 同実施の形態に係る、図２４の柱仮枠を構成する柱用透明仮枠せき板に取付けるための柱用透明仮枠せき板押え部材を立体図で示す。FIG. 25 is a three-dimensional view of the column transparent temporary frame support plate pressing member for mounting on the column transparent temporary frame support plate constituting the column temporary frame of FIG. 24 according to the embodiment. 同実施の形態に係る、柱用透明仮枠せき板押え部材を柱用透明仮枠せき板に取付けた状態を立体図で示す。The state which attached the transparent temporary frame staking board holding member for pillars based on the embodiment to the transparent temporary frame sill board for pillars is shown with a three-dimensional view. 同実施の形態に係る、柱用透明仮枠せき板押え部材を柱用透明仮枠せき板に固定するためのＺ形軽量溝形鋼押え部材を部品分解図で示す。The Z-shaped lightweight channel steel retainer member for fixing the transparent temporary frame support member for pillars to the transparent temporary frame support member for pillars based on the embodiment is shown in an exploded view of parts. 同実施の形態に係る、Ｚ形軽量溝形鋼押え部材を柱用透明仮枠せき板押え部材に取付けた状態を立体図で示す。The state which attached the Z-shaped lightweight grooved steel pressing member based on the embodiment to the transparent temporary frame support plate pressing member for pillars is shown with a three-dimensional view.

１仮枠
２単管
３仮枠せき板
４桟木
５プラスチックコーン
６セパレーター
７型枠締付ナット
８型枠締付ナット
９凸形契合部
１０凹形契合部
１１柱仮枠
１２穴
１３角部
１４透明平板樹脂柱Ｃ部
１５透明平板樹脂壁Ｃ部
１６角部
１７透明平板樹脂柱Ｂ部
１８角部
１９透明平板樹脂柱Ａ部
２０角部
２１透明平板樹脂壁Ａ部
２２穴
２３透明平板樹脂壁Ｂ部
３０挿入用平板樹脂
３１段差調整平板樹脂
３２差込部
３３受止用平板樹脂
３４契合穴
３５回転式打掛金具
３６ボルト
３７ナット
３８押え用平板樹脂
３９ナット
４０穴
４１穴
４２透明平板樹脂契合部
４５型枠締付ナット
４６挟み部
４７挟み部
４８Ｌ形スラブ固定鋼板
４９ビス
５０Ｌ形スラブ固定鋼板
５１穴
５２壁用せき板固定部材
５３柱形スラブ固定鋼板
５４柱形スラブ固定鋼板
５５柱用せき板固定部材
５６穴
５７ビス
５８壁用せき板固定部材
５９Ｌ形スラブ固定鋼板
６０欠込み部
６１Ｌ形スラブ固定鋼板
６３透明平板樹脂押え部
６４軽量溝形鋼押え当接部
６５壁用透明せき板樹脂押えＡ部材
６６壁用透明せき板樹脂押えＢ部材
６７軽量溝形鋼
６８Ｌ形鋼板
６９ナット
７０ボルト
７１軽量溝形鋼
７７柱用透明せき板樹脂押えＡ部材
７８軽量溝形鋼
７９ナット
８０ボルト
８１Ｌ形鋼板
８２軽量溝形鋼
８３ナット
８４ボルト
８５Ｌ形鋼板
８６柱用透明せき板樹脂押えＢ部材
８７柱用透明せき板樹脂押えＣ部材
８８透明平板樹脂押え部
８９軽量溝形鋼押え当接部
９０座金付型枠締付具
９１型枠締付ナット
９２ナット
９３折り曲げ部
９４端部
９５軽量溝形鋼押え部材
９６軽量溝形鋼押え部材
９７座金付型枠締付具
９８ナット
９９座金付型枠締付具
１００柱軽量溝形鋼押え部材
１０１柱軽量溝形鋼押え部材
１０２穴
１０３柱軽量溝形鋼押え部材
１０４型枠締付ナット
１０５柱軽量溝形鋼押え部材
１０６穴
１０７座金付型枠締付具
１０８型枠締付ナット
１０９壁軽量溝形鋼押え部材
１１０座金付型枠締付具
１１１ナット
１１２壁軽量溝形鋼押え部材
１１３座金付型枠締付具
１１４溶接部
１１５溶接部
１１６乗せ台
１１７挟み込み部
１１８穴
１１９固定用Ｌ形鋼板
１２０Ｚ形軽量溝形鋼押え部材
１２１ビス
１２２穴
１２３Ｚ形軽量溝形鋼押え部材
１２４穴
１２５軽量溝形鋼押え部
１２６ナット
１２７ナット
１２８ナット
１３０押え部
１３１押え部
１３２支え部
１３３折り曲げ部
１３４折り曲げ部
１３５支え部
１３６座金付型枠締付具
１３８ナット
１３９床スラブ
１４５透明平板樹脂壁Ｂ部
１４６仮枠
１４７単管
１４８仮枠せき板
１４９桟木
１５０プラスチックコーン
１５１セパレーター
１５２型枠締付ナット
１５３透明平板樹脂契合部
１５４柱仮枠
１５５透明平板樹脂壁Ｃ部
１５６透明平板樹脂柱Ｃ部
１５７透明平板樹脂押え部
１５８角材押え当接部
１５９Ｌ形鋼板
１６０木ねじ
１６１角材
１６２柱用透明せき板樹脂押えＢ部材
１６３透明平板樹脂柱Ｂ部
１６４柱用せき板固定部材
１６５透明平板樹脂柱Ａ部
１６６壁用せき板固定部材
１６７透明平板樹脂壁Ａ部
１７１Ｚ形角材押え部材
１７２壁用透明せき板樹脂押えＡ部材
１７３柱用透明せき板樹脂押えＡ部材
１７４固定用Ｌ形鋼板
１７５角材押え部
１７６ビス
１７７穴
１７８壁用せき板固定部材
１７９Ｚ形角材押え部材
１８０角材
１８１角材
１８２木ねじ
１８３Ｌ形鋼板
１８４ビス
１８５壁用透明せき板樹脂押えＢ部材
１９１透明せき板樹脂押え部材
１９２透明平板樹脂押え部
１９３軽量溝形鋼押え当接部
１９４軽量溝形鋼
１９５Ｌ形鋼板
１９６ナット
１９７ボルト
２０１透明せき板樹脂押え部材
２０２折れ曲り部
２０３透明平板樹脂押え部
２０４軽量溝形鋼押え当接部
２０５軽量溝形鋼
２０６Ｌ形鋼板
２０７ナット
２０８ボルト
２０９Ｌ形鋼板
２１５仮枠
２１６単管
２１７仮枠せき板
２１８桟木
２１９凸形契合部
２２０穴
２２１凹形契合部
２２２柱仮枠
２２３桟木
２２４仮枠せき板
２２５単管
２２６プラスチックコーン
２２７セパレーター
２２８型枠締付ナット
２２９型枠締付ナット
２３０透明平板樹脂壁Ｃ部
２３１角部
２３２透明平板樹脂柱Ｂ部
２３３角部
２３４透明平板樹脂柱Ａ部
２３５角部
２３６透明平板樹脂壁Ａ部
２３７透明平板樹脂壁Ｂ部
２４１プラスチックコーン
２４２セパレーター
２４３型枠締付ナット
２４４型枠締付ナット
２４５透明平板樹脂契合部
２４６壁用せき板固定部材
２４７穴
２４８柱形スラブ固定鋼板
２４９柱形スラブ固定鋼板
２５０穴
２５１穴
２５２Ｌ形スラブ固定鋼板
２５３Ｌ形スラブ固定鋼板
２５４挟み部
２５５挟み部
２５６ビス
２５７壁用せき板固定部材
２５８柱用せき板固定部材
２５９Ｌ形スラブ固定鋼板
２６０欠込み部
２６１Ｌ形スラブ固定鋼板
２６５透明平板樹脂押え部
２６６軽量溝形鋼押え当接部
２６７壁用透明せき板樹脂押えＡ部材
２６８Ｌ形鋼板
２６９ボルト
２７０ナット
２７１軽量溝形鋼
２７６柱用透明せき板樹脂押えＡ部材
２７７柱用透明せき板樹脂押えＢ部材
２７８壁用透明せき板樹脂押えＢ部材
２８０穴
２８１折り曲げ部
２８２座金付型枠締付具
２８３座金付型枠締付具
２８４端部
２８５壁軽量溝形鋼押え部材
２８６壁軽量溝形鋼押え部材
２８７座金付型枠締付具
２８８ナット
２８９柱軽量溝形鋼押え部材
２９０型枠締付ナット
２９１穴
２９２座金付型枠締付具
２９３柱軽量溝形鋼押え部材
２９４柱軽量溝形鋼押え部材
２９５柱軽量溝形鋼押え部材
２９６壁軽量溝形鋼押え部材
２９７ナット
２９８座金付型枠締付具
２９９壁軽量溝形鋼押え部材
３００Ｚ形軽量溝形鋼押え部材
３０１固定用Ｌ形鋼板
３０２穴
３０３ビス
３０４溶接部
３０５溶接部
３０６Ｚ形軽量溝形鋼押え部材
３０７挟み込み部
３０８乗せ台
３０９穴
３１０穴
３１１ナット
３１２ナット
３１３ナット
３１４Ｌ形部
３２０柱の鉄筋
３２１主筋
３２２帯筋
３２６柱仮枠
３２７柱用透明仮枠せき板
３２８透明平板樹脂柱Ａ部
３２９凹形契合部
３３０穴
３３１セパレーター
３３２角部
３３３透明平板樹脂柱Ｂ部
３３４角部
３３５透明平板樹脂柱Ｃ部
３３６凸形契合部
３３７柱用透明仮枠せき板
３３８凸形契合部
３３９凹形契合部
３４０セパレーター
３４１回転式打掛金具
３４２透明平板樹脂柱Ｄ部
３４３透明平板樹脂柱Ｅ部
３４４透明平板樹脂柱Ｆ部
３４５角部
３４６角部
３５５型枠締付ナット
３５６柱用せき板固定部材
３５７ビス
３５８柱形スラブ固定鋼板
３５９柱形スラブ固定鋼板
３６０柱形スラブ固定鋼板
３６１柱形スラブ固定鋼板
３６２ビス
３６３柱用せき板固定部材
３６４型枠締付ナット
３７０柱用透明仮枠せき板押え部材
３７１柱用透明仮枠せき板押え部材
３７２透明平板樹脂押え部
３７３軽量溝形鋼押え当接部
３７４柱用透明仮枠せき板押え部材
３７５ボルト
３７６ナット
３７７Ｌ形鋼板
３７８軽量溝形鋼
３７９柱用透明仮枠せき板押え部材
３９０固定用Ｌ形鋼板
３９１ビス
３９２穴
３９３穴
３９４固定用Ｌ形鋼板
３９５ビス
３９６穴
３９７穴
３９８固定用Ｌ形鋼板
３９９ビス
４００穴
４０１穴
４０２固定用Ｌ形鋼板
４０３ビス
４０４穴
４０５穴
４０６柱軽量溝形鋼押え部材
４０７座金付型枠締付具
４０８ナット
４０９穴
４１０穴
４１１型枠締付ナット
４１２柱軽量溝形鋼押え部材
４１３穴
４１５柱軽量溝形鋼押え部材
４１６穴
４１７柱軽量溝形鋼押え部材
４１８ナット
４１９座金付型枠締付具
４２０座金付型枠締付具
４２１ナット
４２２穴
４２３柱軽量溝形鋼押え部材
４２４穴
４２５柱軽量溝形鋼押え部材
４２６型枠締付ナット
４２７柱軽量溝形鋼押え部材
４２８穴
４２９ナット
４３０座金付型枠締付具
４３１柱軽量溝形鋼押え部材
４３２穴
４３４Ｚ形軽量溝形鋼押え部材
４３５Ｚ形軽量溝形鋼押え部材
４３６Ｚ形軽量溝形鋼押え部材
４３７Ｚ形軽量溝形鋼押え部材DESCRIPTION OF SYMBOLS 1 Temporary frame 2 Single pipe 3 Temporary frame board 4 Crosspiece 5 Plastic cone 6 Separator 7 Type frame clamping nut 8 Type frame clamping nut 9 Convex engagement part 10 Concave engagement part 11 Column temporary frame 12 Hole 13 Corner part 14 Transparent flat resin pillar C part 15 Transparent flat resin wall C part 16 Corner part 17 Transparent flat resin pillar part B 18 Corner part 19 Transparent flat resin pillar part A 20 Corner part 21 Transparent flat resin wall part A 22 Hole 23 Transparent flat resin wall B part 30 Insertion flat resin 31 Step adjustment flat resin 32 Insertion part 33 Receiving flat resin 34 Engagement hole 35 Rotating hammer 36 Bolt 37 Nut 38 Pressing flat resin 39 Nut 40 Hole 41 Hole 42 Transparent flat resin engage portion 45 Formwork fastening nut 46 nip 47 sandwiched portion 48 L-shaped slab fixed steel 49 bis 50 L-shaped slab fixing steel sheets 51 holes 52 wall sheathing board fixing member 53 poster-type slab fixed steel 54 Columns shaped slab Fixed steel plate 55 Pillar plate fixing member 56 Hole 57 Screw 58 Wall plate fixing member 59 L-shaped slab fixed steel plate 60 Notch 61 L-shaped slab fixed steel plate 63 Transparent flat resin presser 64 Lightweight grooved steel presser contact Part 65 Wall Transparent Resin Resin Presser A Member 66 Wall Transparent Resin Resin Presser B Member 67 Light Duty Steel 68 L Shaped Steel 69 Nut 70 Bolt 71 Light Duty Steel 77 Pillar Transparent Resin Resin Presser A Member 78 Lightweight grooved steel 79 Nut 80 Bolt 81 L-shaped steel plate 82 Lightweight grooved steel 83 Nut 84 Bolt 85 L-shaped steel plate 86 Transparent plate resin presser B member for column 87 Transparent plate resin presser C member 88 for column Transparent flat plate resin presser part 89 weight interposition steel pressing contact portion 90 washer with formwork nut with device 91 formwork clamping clamping 92 nuts 93 bent part 94 end 95 weight interposition steel pressing member 96 weight interposition steel pressing member 97 Mold with mold fastener 98 nut 99 washers with formwork fastener 100 poster lightweight interposition steel pressing member 101 poster lightweight interposition steel pressing member 102 holes 103 poster lightweight interposition steel pressing member 104 Formwork fastening nut 105 Column lightweight grooved steel retainer member 106 Hole 107 Washer mold clamp 108 Mold clamp nut 109 Wall lightweight grooved steel clamp member 110 Washer mold clamp 111 Nut 112 Wall lightweight grooved steel retainer 113 Form clamp with washer 114 Welded portion 115 Welded portion 116 Placement base 117 Clamping portion 118 Hole 119 L-shaped steel plate 120 for fixing Z-shaped lightweight grooved steel holding member 121 Screw 122 Hole 123 Z-shaped lightweight grooved steel holding member 124 holes 125 weight interposition steel pressing portion 126 nut 127 nut 128 nut 130 pressing portion 131 pressing portion 132 supporting portion 133 bent portion 134 bent portion 135 supporting portion 136 washer Mold fastener 138 nut 139 Floor slab 145 transparent flat plate resin wall B portion 146 temporary frame 147 monotube 148 temporary frame end plate 149桟木150 plastic cone 151 separator 152 Formwork nut 153 transparent flat plate resin engage portion 154 Hashirakari tightening Frame 155 Transparent flat resin wall C part 156 Transparent flat resin column C part 157 Transparent flat resin presser part 158 Square bar presser contact part 159 L-shaped steel plate 160 Wood screw 161 Square bar 162 Transparent bar plate resin presser B member 163 Transparent flat resin column B portion 164 Pillar plate fixing member 165 Transparent flat resin column A portion 166 Wall flat plate fixing member 167 Transparent flat resin wall A portion 171 Z-shaped square material pressing member 172 Transparent transparent resin plate pressing member A 173 Transparent for column Bare plate resin presser A member 174 L-shaped steel plate 175 for fixing Square bar presser 176 Screw 177 Hole 178 Wall bar Fixing member 179 Z-shaped square member press member 180 Square member 181 Square member 182 Wood screw 183 L-shaped steel plate 184 Screw 185 Transparent support plate resin presser B member 191 Transparent support plate resin presser member 192 Transparent flat plate resin presser 193 Lightweight grooved steel presser Contact portion 194 Lightweight grooved steel 195 L-shaped steel plate 196 Nut 197 Bolt 201 Transparent plate resin presser member 202 Bent portion 203 Transparent flat plate resin presser portion 204 Lightweight grooved steel presser contact portion 205 Lightweight grooved steel 206 L-shaped steel plate 207 Nut 208 Bolt 209 L-shaped steel plate 215 Temporary frame 216 Single tube 217 Temporary frame spar 218 Crosspiece 219 Convex engagement part 220 Hole 221 Concave engagement part 222 Column temporary frame 223 Crosspiece 224 Temporary frame crossing plate 225 Single pipe 226 Plastic cone 227 separator 228 Formwork fastening nut 229 Formwork fastening nut 230 transparent Plate resin wall C 231 corner 232 transparent flat plate resin column B unit 233 corner 234 transparent flat plate resin columns A 235 corner 236 transparent flat plate resin wall A 237 a transparent flat plate resin wall B 241 plastic cone 242 separator 243 Formwork Clamping nut 244 Formwork clamping nut 245 Transparent flat resin engagement portion 246 Wall slab fixing member 247 Hole 248 Columnar slab fixing steel plate 249 Columnar slab fixing steel plate 250 Hole 251 Hole 252 L shape slab fixing steel plate 253 L shape slab Fixed steel plate 254 Clamping portion 255 Clamping portion 256 Screw 257 Wall slab fixing member 258 Pillar slab fixing member 259 L-shaped slab fixing steel plate 260 Notched portion 261 L-shaped slab fixing steel plate 265 Transparent flat resin presser 266 Lightweight groove shape Steel press contact part 267 Transparent barrier plate resin presser A member 268 L-shaped steel plate 269 Bolt 27 0 Nut 271 Lightweight grooved steel 276 Transparent plate resin presser A member 277 for column Transparent plate resin presser B member 278 for column Transparent plate resin presser B member 280 for wall 281 Bending part 282 Form washer with washer 283 Washer mold clamp 284 End 285 Wall lightweight grooved steel retainer 286 Wall lightweight grooved steel retainer 287 Washer mold clamp 288 Nut 289 Column lightweight grooved steel retainer 290 Mold clamp Nut 291 Hole 292 Washer form clamp 293 Column lightweight grooved steel retainer 294 Column lightweight grooved steel retainer 295 Column lightweight grooved steel retainer 296 Wall lightweight grooved steel retainer 297 Nut 298 Washer mold the fastener 299 wall light interposition steel pressing member 300 Z-shaped lightweight interposition steel pressing member 301 for fixing the L-shaped steel plate 302 holes 303 bis 304 weld 305 weld 306 Z-shaped lightweight interposition steel pressing member 07 Clamping part 308 Placement base 309 Hole 310 Hole 311 Nut 312 Nut 313 Nut 314 L-shaped part 320 Column reinforcement 321 Main reinforcement 322 Column reinforcement 326 Column temporary frame 327 Column transparent temporary frame crossing plate 328 Transparent flat resin column A section 329 Concave Shape engagement portion 330 Hole 331 Separator 332 Corner portion 333 Transparent flat resin column B portion 334 Corner portion 335 Transparent plate resin column C portion 336 Convex engagement portion 337 Transparency temporary frame slab 338 Convex engagement portion 339 Concave engagement portion 340 Separator 341 Rotating hammer 342 Transparent flat resin column D portion 343 Transparent flat resin column E portion 344 Transparent flat resin column F portion 345 Corner portion 346 Corner portion 355 Mold frame tightening nut 356 Piling plate fixing member 357 Screw 358 Columnar Slab Fixed Steel Plate 359 Columnar Slab Fixed Steel Plate 360 Columnar Slab Fixed Steel Plate 361 Columnar Slab Solid Steel Steel 362 bis 363 poster for sheathing board fixing member 364 Formwork transparent temporary frame cough for nut 370 poster clamping plate pressing member 371 poster transparent temporary frame end plate presser member 372 transparent flat plate resin presser part 373 weight interposition steel retainer abutment 374 bolts 376 nuts 377 L-shaped steel plate 378 Lightweight grooved steel 379 L-shaped steel plate 390 for fixing L-shaped steel plate 391 screw 392 hole 393 hole 394 fixing L Shaped steel plate 395 Screw 396 Hole 397 Hole 398 Fixing L-shape steel plate 399 Screw 400 Hole 401 Hole 402 Fixing L-shape steel plate 403 Screw 404 Hole 405 Hole 406 Column lightweight grooved steel presser member 407 Washer mold clamp 408 Nut 409 holes 410 with a hole 411 Formwork clamping nut 412 poster lightweight interposition steel pressing member 413 holes 415 poster lightweight interposition steel pressing member 416 holes 4 7 Columns lightweight interposition steel pressing member 418 nut 419 washers with formwork fastener 420 washer with formwork fastener 421 nut 422 holes 423 poster lightweight interposition steel pressing member 424 holes 425 poster lightweight interposition steel pressing member 426 type Frame clamping nut 427 Column lightweight grooved steel retainer 428 Hole 429 Nut 430 Washer-shaped frame clamp 431 Column lightweight grooved steel retaining member 432 Hole 434 Z-shaped lightweight grooved steel retaining member 435 Z-shaped lightweight grooved steel Presser member 436 Z-shaped lightweight channel steel presser member 437 Z-shaped lightweight channel steel presser member

Claims

In the temporary frame structure forming a reinforced concrete building walls and pillars, the concrete provisional frame end plate, and forming by bending a transparent flat plate resin, the one end portion of the transparent flat plate resin adjacent, were molded tip obliquely shape A flat resin for insertion is bonded to form a convex engagement part, and the flat resin for insertion and the flat resin for presser are overlapped and bonded to the other end so as to engage the flat resin for insertion. An engagement part is formed, and the insertion flat resin is inserted between the transparent flat resin of the concave engagement part and the flat resin of the presser, and the engagement hole of the rotary fixing bracket attached to the concave engagement part is used as the convex engagement part. A transparent temporary frame structure for forming a reinforced concrete building, characterized by being sandwiched between an attached separator and a formwork clamping nut and fixing a convex engagement portion and a concave engagement portion .