JP2017040152A - Transparent temporary frame structure for forming reinforced concrete building - Google Patents

Transparent temporary frame structure for forming reinforced concrete building Download PDF

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JP2017040152A
JP2017040152A JP2015176122A JP2015176122A JP2017040152A JP 2017040152 A JP2017040152 A JP 2017040152A JP 2015176122 A JP2015176122 A JP 2015176122A JP 2015176122 A JP2015176122 A JP 2015176122A JP 2017040152 A JP2017040152 A JP 2017040152A
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resin
transparent
plate
temporary frame
column
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JP6593691B2 (en
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龍夫 ▲高▼▲橋▼
龍夫 ▲高▼▲橋▼
Tatsuo Takahashi
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Takahashi Kanri KK
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Takahashi Kanri KK
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Abstract

PROBLEM TO BE SOLVED: To provide a temporary frame that can inspect conditions of concrete in the temporary frame when driving the concrete in the temporary frame of walls and columns of a concrete building, and can freely constitute the size of a temporary frame sheathing board.SOLUTION: A temporary frame is provided as follows: multiple lightweight channel steel plates are longitudinally arranged in the indoor side of transparent plate resin in order to fix the transparent plate resin used for a temporary frame sheathing board for concrete forming walls and columns; transparent sheathing board resin pressing members obtained by fixing indoor side multiple sides of the lightweight channel steel plates with L-type steel plates are disposed; the U-shaped platform is formed in the upper part in the end of the pressing member of a substantially Z-shape disposed by vertically sandwiching a form-tie nut in order to fix the transparent sheathing board resin pressing members to the transparent plate resin; a form tie with washers having a scoop-shaped sandwiching part formed in the lower part is attached; the lightweight channel steel plates are fixed by the front part of the pressing member of the substantially Z-shape; and thereby the temporary frame fixing the transparent plate resin by the transparent sheathing board resin pressing member is provided.SELECTED DRAWING: Figure 10

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 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、透明樹脂板を折り曲げて成形したことを特長とする。  In order to solve this problem, the invention described in claim 1 is characterized in that, in the temporary frame structure that forms the walls and columns of the reinforced concrete building, the temporary frame support plate for concrete is formed by bending a transparent resin plate. To do.

請求項2に記載の発明は、請求項1に記載の構造に加え、透明樹脂板で柱仮枠の角部を成形する際、透明平板樹脂を折り曲げ面取り成形したことを特長とする。  The invention described in claim 2 is characterized in that, in addition to the structure described in claim 1, the transparent flat plate resin is bent and chamfered when the corner portion of the column temporary frame is formed with the transparent resin plate.

請求項3に記載の発明は、請求項1又は2に記載の構造に加え、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フォームタイ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。  In addition to the structure according to claim 1 or 2, the invention described in claim 3 is a convex shape formed by adhering an insertion flat resin whose tip is formed in an oblique shape to one end of an adjacent transparent flat resin. In addition to forming the engagement portion and engaging the insertion plate resin with the other end portion, the receiving plate resin and the holding plate resin are stacked and bonded to form a concave engagement portion, and the insertion plate resin Is inserted between the flat plate resin of the concave engagement part and the flat resin for presser, and the engagement hole of the rotary fixing bracket attached to the concave engagement part is between the separator and foam tie nut attached to the convex engagement part. It is characterized by pinching and fixing the convex engagement part and the concave engagement part.

請求項4に記載の発明は、請求項1乃至3のいずれか1項に記載の構造に加え、コンクリート用仮枠せき板に用いた透明平板樹脂を固定するため、透明平板樹脂の室内側に軽量溝形鋼を縦に複数本並べ、その室内側の辺をL形鋼板で固定した透明せき板樹脂押え部材を配置し、透明せき板樹脂押え部材を押えるため、フォームタイナットを上下に挟んで配置した略Z形の押え部材の端部に、上部にコの字形の乗せ部を成形し、下部に柄杓状の挟み込み部を成形した座金付フォームタイを取付け、略Z形の押え部材の前部が軽量溝形鋼を押すことにより透明せき板樹脂押え部材で透明平板樹脂を固定したことを特長とする。  In addition to the structure described in any one of claims 1 to 3, the invention described in claim 4 is used to fix the transparent flat resin used for the temporary frame siding plate for concrete. A plurality of lightweight channel steels are arranged vertically, and a transparent slat plate resin presser member with the indoor side fixed with an L-shaped steel plate is placed. At the end of the approximately Z-shaped presser member arranged in step 1, a U-shaped resting part is formed on the upper part, and a foam tie with a washer that is formed with a handle-like sandwiched part on the lower part is attached. The front part is characterized in that a transparent flat plate resin is fixed by a transparent girdle resin pressing member by pressing lightweight grooved steel.

請求項5に記載の発明は、請求項1乃至4のいずれか1項に記載の構造に加え、透明平板樹脂を固定するための複数本の軽量溝形鋼を、ボルトとナットでL形鋼板に固定した透明せき板樹脂押え部材を、ボルトとナットを緩めることにより複数本の軽量溝形鋼を重ね合せて収納したことを特徴とする。  In addition to the structure of any one of claims 1 to 4, the invention described in claim 5 includes a plurality of lightweight channel steels for fixing a transparent flat plate resin, L-shaped steel plates using bolts and nuts. The transparent retaining plate resin pressing member fixed to the base plate is characterized in that a plurality of lightweight groove-shaped steels are stacked and stored by loosening bolts and nuts.

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、透明樹脂板を折り曲げて成形したことにより、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 first aspect of the present invention, in the temporary frame structure that forms the walls and pillars of the reinforced concrete building, the concrete temporary frame support plate is formed by bending the transparent resin plate, thereby driving the concrete into the temporary frame. At this time, it became possible to grasp the state of the concrete that was driven in, and it became possible to prevent jumpers by adjusting the vibration time by inserting a high-frequency vibrator or the like at an appropriate position.

請求項2に記載の発明によれば、透明樹脂板で柱仮枠の角部を成形する際、透明平板樹脂を折り曲げ面取り成形したことにより、仮枠角部の面木か不要となり、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。  According to the second aspect of the present invention, when the corner portion of the column temporary frame is formed with the transparent resin plate, the transparent flat plate resin is formed by bending and chamfering, so that the face frame at the corner of the temporary frame becomes unnecessary. It has become possible to reduce the cost and labor when producing

請求項3に記載の発明によれば、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フォームタイ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により、隣り合う透明平板樹脂が頑強に固定されると共に、施工現場で仮枠を組立てる際、隣り合う仮枠せき板を簡単に組立てることが出来るようになり、仮枠職人さんの労力を軽減させることが可能となった。  According to the invention described in claim 3, the insertion flat plate resin whose tip is formed in an oblique shape is bonded to one end of the adjacent transparent flat plate resin to form the convex engagement portion, and the other end In order to engage the flat resin for insertion to the part, the flat resin for receiving and the flat resin for presser are overlapped and bonded to form a concave engagement part, and the insertion flat resin and the transparent flat resin of the concave engagement part Insert between the flat resin for the presser foot and insert the engagement hole of the rotary fixing bracket attached to the concave engagement part between the separator attached to the convex engagement part and the foam tie nut, and the convex engagement part and the concave engagement By fixing the part, the adjacent transparent flat plate resin is firmly fixed, and when assembling the temporary frame at the construction site, it is now possible to easily assemble the adjacent temporary frame support plate. It became possible to reduce the labor.

請求項4に記載の発明によれば、コンクリート用仮枠せき板に用いた透明平板樹脂を固定するため、透明平板樹脂の室内側に軽量溝形鋼を縦に複数本並べ、その室内側の辺をL形鋼板で固定した透明せき板樹脂押え部材を配置し、透明せき板樹脂押え部材を押えるため、フォームタイナットを上下に挟んで配置した略Z形の押え部材の端部に、上部にコの字形の乗せ部を成形し、下部に柄杓状の挟み込み部を成形した座金付フォームタイを取付け、略Z形の押え部材の前部が軽量溝形鋼を押すことにより透明せき板樹脂押え部材で透明平板樹脂を固定したことにより、従来は重い単管を用いて仮枠を組立てていたが、透明平板樹脂の室内側に透明せき板樹脂押え部材を配置することにより、仮枠にコンクリートを打ち込む際、透明平板樹脂が膨らむのを防止し、さらに、軽量な略Z形の押え部材と、軽量な座金付フォームタイを用いることにより容易に仮枠を組立てることが出来るようになると共に、より薄く(軽い)安価な透明平板樹脂で仮枠を構成することにより、仮枠を安価に施工することが出来るようになり、運搬、施工する際の仮枠職人さんの労力を軽減させることが可能となった。  According to invention of Claim 4, in order to fix the transparent flat plate resin used for the temporary frame siding board for concrete, a plurality of light-weight channel steels are arranged vertically on the indoor side of the transparent flat plate resin, Place the transparent retaining plate resin presser member with the sides fixed with L-shaped steel plate, and press the transparent retaining plate resin retainer member. Form a U-shaped mounting part on the bottom, attach a foam tie with a washer that forms a handle-like sandwiched part at the bottom, and press the lightweight grooved steel at the front of the approximately Z-shaped presser member to make transparent resin In the past, the temporary flat frame resin was assembled using a heavy single tube by fixing the transparent flat plate resin with the holding member.However, by placing the transparent flat plate resin holding member on the indoor side of the transparent flat plate resin, When placing concrete, the transparent flat resin It is possible to easily assemble a temporary frame by using a lightweight substantially Z-shaped presser member and a lightweight washer-attached foam tie, and it is thinner (lighter) and less transparent. By constructing the temporary frame with a flat plate resin, the temporary frame can be constructed at low cost, and the labor of the temporary frame craftsman during transportation and construction can be reduced.

請求項5に記載の発明によれば、透明平板樹脂を固定するための複数本の軽量溝形鋼を、ボルトとナットでL形鋼板に固定した透明せき板樹脂押え部材を、ボルトとナットを緩めて複数本の軽量溝形鋼を重ね合せて収納したことにより、透明せき板樹脂押え部材をコンパクトにすることが出来るようになり、狭い施工現場に搬入する際、容易に搬入することが可能となった。  According to the fifth aspect of the present invention, the transparent retaining plate resin pressing member in which a plurality of lightweight groove-shaped steels for fixing the transparent flat resin is fixed to the L-shaped steel plate with bolts and nuts, the bolts and nuts are By loosening and storing a plurality of lightweight channel steel, the transparent retaining plate resin presser member can be made compact and can be easily carried into a narrow construction site. It became.

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Pコン5、セパレーター6が取付けられ、フォームタイ(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 P-con 5 and a separator 6 are attached, and a temporary frame of one of a wall and a column is formed by a foam tie (not shown), a single tube 2 and a plywood temporary frame (formed by a temporary frame siding plate 3 and a pier 4). Is done.

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にフォームタイナット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 formed at positions corresponding to the positions of the above, and foam tie nuts 7 are attached to the separators 6 in the holes, and the transparent flat resin wall A portion 21 is adjacent to the end of the transparent flat resin wall A portion 21. The convex engagement part 9 for fitting and fixing the end part of 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、次にフォームタイナット8をセパレーター6に取付け、フォームタイナット8を回して締め付けることにより、回転式打掛金具35とフォームタイナット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. , The engagement hole 34 of the rotary hook 35 is fitted into the separator 6, the foam tie nut 8 is then attached to the separator 6, and the foam tie nut 8 is turned and tightened. Form tie As shown in FIG. 2b, a transparent flat resin resin engagement portion 42 is formed by fixing the base plate 8 and integrating the convex engagement portion 9 and the concave engagement portion 10 together with the transparent flat resin wall portion A 21. The temporary flat plate is formed by integrating the transparent flat resin wall B 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)とフォームタイナット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 foam tie nut 45, and the transparent flat resin wall A portion 21, the transparent flat resin wall B portion 23, the transparent flat resin column A portion 19 configured as described above, Wall plate fixing member 52, column plate fixing member 55 and wall for fixing transparent flat resin column B portion 17, transparent flat resin column C portion 14, and transparent flat resin wall portion C 15 to the floor slab of the building The use board fixing member 58 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 presser 63 made of lightweight channel steel 67 (thickness 1.6 mm, web width 50 mm, flange width 10 mm) is made of transparent flat plate resin wall A portion 21, transparent flat plate resin wall B portion 23, transparent flat plate resin. A plurality of the vertical lightweight steel bars 67 are arranged in the vertical direction so as to face the wall C portion 15, and are arranged in a lateral direction with respect to the indoor lightweight lightweight steel presser 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 member 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、そのウェブ面にフォームタイナット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を形成した座金付フォームタイ97を配置し、座金付フォームタイ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、フォームタイナット7を座金付フォームタイ97の穴118(図7bで示す)に挿入し、ナット98で座金付フォームタイ97をフォームタイナット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 folded into a U-shape, a hole 118 (shown in FIG. 7b) for fixing the foam tie nut 7 to the web surface is opened, and a U-shaped platform 116 is formed at the upper part of the flange surfaces on both sides. A ladle-shaped sandwiching part 1 at the bottom 7 is arranged, the bent portion 133 of the lightweight grooved steel presser member 95 is placed on the mounting base 116 of the foam tie 97 with the washer, and the lightweight grooved steel presser member 96 is bent at the sandwiching portion 117. By inserting the portion 134 and inserting the foam tie nut 7 into the hole 118 (shown in FIG. 7 b) of the foam tie 97 with washer and fixing the foam tie 97 with washer to the foam tie nut 7 with the nut 98, The presser portions 130 and 131 of the steel presser members 95 and 96 fix the transparent barrier resin resin A member 65 for the wall, and the transparent barrier resin resin presser A member 65 for the wall fixes the transparent flat resin wall A portion 21. Thus, when one temporary frame used for the construction of the temporary frame is constructed and the lightweight grooved steel presser members 95, 96 are stored in a warehouse or construction site, the lightweight grooved steel retainer member 95, 6 can be stored in piles, so that it can be stored in a narrow space, and light lightweight grooved steel presser members 95 and 96 are used. Can be reduced.

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 portion 17, and a light-weight channel steel press contact portion on the indoor side of the plurality of light-weight 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 presser B member 162 is formed. As shown in FIG. 12, the column transparent supporting 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 holder A member 172 for walls, transparent carrier resin holder A member 173 for columns, and transparent resin resin holder B member 185 for walls, which have the same shape as the presser B member 162, are Z-shaped square member press members 171 and 179. It is fixed by. 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とフォームタイナット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. The separator 331 and the foam tie nut 364 are rotated by rotating the hook 341. By sandwiching between, 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. .

図1乃至図28において、パネル仮枠を固定するために使用する仮枠間隔保持材を、建築業界で一般的に使われている座金付フォームタイ、フォームタイナット、Pコンと記載したが、「フォームタイ」「Pコン」は岡部株式会社の登録商標であるが、建築業界では日常的に使われており、一般の人でも容易に理解することが出来るようにこの言葉を使用した。  In FIG. 1 to FIG. 28, the temporary frame interval holding material used for fixing the panel temporary frame is described as a foam tie with a washer, a foam tie nut, and a P-con generally used in the construction industry. “Form tie” and “P-con” are registered trademarks of Okabe Co., Ltd., but they are used on a daily basis in the construction industry, and this term is used so that ordinary people can easily understand.

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、座金付フォームタイとZ形軽量溝形鋼押え部材の立体部部品図である。A three-dimensional structure of a foam tie with a washer and a Z-shaped lightweight groove-shaped steel presser member for fixing a transparent barrier plate resin presser member for a wall and a transparent presser plate resin presser member for a column to a transparent flat plate resin according to the embodiment. FIG. 同実施の形態に係る、座金付フォームタイとZ形軽量溝形鋼押え部材の断面図である。It is sectional drawing of a foam tie with a washer and a Z-shaped lightweight channel steel pressing member according to 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、座金付フォームタイで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。6 is a three-dimensional view of a state in which a Z-shaped lightweight groove-shaped steel presser member is fixed to a transparent baseboard resin presser member for a wall and a transparent baseboard resin presser member for a column in FIG. It is. 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、座金付フォームタイとZ形軽量溝形鋼押え部材の立体部品図である。A three-dimensional component of a foam tie with a washer and a Z-shaped lightweight groove-shaped steel presser member for attaching the transparent presser plate resin presser member for a wall and the transparent presser plate resin presser member for a column 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、座金付フォームタイで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。The three-dimensional figure of the state which fixed the Z-shaped lightweight groove-shaped steel pressing member with the foam tie with a washer to the transparent blocking board resin pressing member for walls of FIG. It is. 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 Pコン
6 セパレーター
7 フォームタイナット
8 フォームタイナット
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 フォームタイナット
46 挟み部
47 挟み部
48 L形スラブ固定鋼板
49 ビス
50 L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
59 L形スラブ固定鋼板
60 欠込み部
61 L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
68 L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
81 L形鋼板
82 軽量溝形鋼
83 ナット
84 ボルト
85 L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 座金付フォームタイ
91 フォームタイナット
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 座金付フォームタイ
98 ナット
99 座金付フォームタイ
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 フォームタイナット
105 柱軽量溝形鋼押え部材
106 穴
107 座金付フォームタイ
108 フォームタイナット
109 壁軽量溝形鋼押え部材
110 座金付フォームタイ
111 ナット
112 壁軽量溝形鋼押え部材
113 座金付フォームタイ
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
120 Z形軽量溝形鋼押え部材
121 ビス
122 穴
123 Z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 座金付フォームタイ
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 Pコン
151 セパレーター
152 フォームタイナット
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
159 L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
171 Z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
179 Z形角材押え部材
180 角材
181 角材
182 木ねじ
183 L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
195 L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
206 L形鋼板
207 ナット
208 ボルト
209 L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 Pコン
227 セパレーター
228 フォームタイナット
229 フォームタイナット
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 Pコン
242 セパレーター
243 フォームタイナット
244 フォームタイナット
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
252 L形スラブ固定鋼板
253 L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
259 L形スラブ固定鋼板
260 欠込み部
261 L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
268 L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 座金付フォームタイ
283 座金付フォームタイ
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 座金付フォームタイ
288 ナット
289 柱軽量溝形鋼押え部材
290 フォームタイナット
291 穴
292 座金付フォームタイ
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 座金付フォームタイ
299 壁軽量溝形鋼押え部材
300 Z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
306 Z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
314 L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 フォームタイナット
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 フォームタイナット
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
377 L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 座金付フォームタイ
408 ナット
409 穴
410 穴
411 フォームタイナット
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 座金付フォームタイ
420 座金付フォームタイ
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 フォームタイナット
427 柱軽量溝形鋼押え部材
428 穴
429 ナット
430 座金付フォームタイ
431 柱軽量溝形鋼押え部材
432 穴
434 Z形軽量溝形鋼押え部材
435 Z形軽量溝形鋼押え部材
436 Z形軽量溝形鋼押え部材
437 Z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 Pcon 6 Separator 7 Foam tie nut 8 Foam tie 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 column B part 18 Corner part 19 Transparent flat resin column A part 20 Corner part 21 Transparent flat resin wall part A 22 Hole 23 Transparent flat resin wall part B 30 Insertion Flat plate resin 31 Step adjustment flat plate resin 32 Insertion portion 33 Receiving flat plate resin 34 Engagement hole 35 Rotary hook metal fitting 36 Bolt 37 Nut 38 Pressing flat plate resin 39 Nut 40 Hole 41 Hole 42 Transparent flat resin engagement portion 45 Foam Tie nut 46 Clipping portion 47 Clipping portion 48 L-shaped slab fixed steel plate 49 Screw 50 L-shaped slab fixed steel plate 51 Hole 52 Wall plate fixing member 53 Column-shaped slab fixed steel plate 54 Column-shaped slab Fixed steel plate 55 Pillar plate fixing member 56 Hole 57 Screw 58 Wall vertical plate fixing member 59 L-shaped slab fixed steel plate 60 Notched portion 61 L-shaped slab fixed steel plate 63 Transparent flat resin presser 64 Lightweight grooved steel presser Contact 65 Resin presser foot A member 66 for transparent wall Resin presser foot B member for wall 67 Lightweight grooved steel 68 L-shaped steel plate 69 Nut 70 Bolt 71 Lightweight grooved steel 77 Lightweight transparent steel plate 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 support plate resin presser B member for column 87 Transparent support plate resin presser C member for column 88 Transparent flat plate resin Presser part 89 Lightweight channel steel presser contact part 90 Foam tie with washer 91 Foam tie nut 92 Nut 93 Bending part 94 End 95 Lightweight channel steel presser member 96 Lightweight channel steel presser Member 97 Foam tie with washer 98 Nut 99 Foam tie with washer 100 Column lightweight grooved steel retainer member 101 Column lightweight grooved steel retainer member 102 Hole 103 Column lightweight grooved steel retainer 104 Form tie nut 105 Column lightweight grooved steel retainer Member 106 Hole 107 Wash tie foam tie 108 Foam tie nut 109 Wall lightweight grooved steel presser member 110 Washer formed tie 111 Nut 112 Wall lightweight grooved steel presser member 113 Washer formed foam tie 114 Welded part 115 Welded part 116 Rest base 117 Clamping portion 118 Hole 119 L-shaped steel plate for fixing 120 Z-type lightweight grooved steel retainer member 121 Screw 122 Hole 123 Z-shaped lightweight grooved steel retainer member 124 Hole 125 Lightweight grooved steel retainer portion 126 Nut 127 Nut 128 Nut 130 Retainer portion 131 Holding part 132 Supporting part 133 Bending part 134 Bending portion 135 Supporting portion 136 Foam tie with washer 138 Nut 139 Floor slab 145 Transparent flat resin wall B portion 146 Temporary frame 147 Single frame 148 Temporary frame piling plate 149 Pier 150 P-con 151 Separator 152 Foam tie nut 153 Transparent flat resin engagement Part 154 Column temporary frame 155 Transparent flat resin wall C part 156 Transparent flat resin column C part 157 Transparent flat resin presser part 158 Square bar pressering contact part 159 L-shaped steel plate 160 Wood screw 161 Square bar 162 Transparent slat plate resin presser B member 163 for column Transparent flat resin column B part 164 Pillar plate fixing member 165 Transparent flat resin column A unit 166 Wall flat plate fixing member 167 Transparent flat resin wall A unit 171 Z-shaped square material pressing member 172 Transparent transparent resin plate resin pressing member A 173 Transparent plate resin presser A member 174 for fixing L-shaped steel plate 175 for fixing Square bar presser 176 Screw 177 Hole 178 Wall support plate fixing member 179 Z-shaped square member presser 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 plate resin presser member 192 Transparent flat plate resin presser Portion 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 Cut plate 225 Single tube 226 P-con 227 Separator 228 Foam tie nut 229 F Moutai nut 230 Transparent flat resin wall C part 231 Corner part 232 Transparent flat resin pillar B part 233 Corner part 234 Transparent flat resin pillar A part 235 Corner part 236 Transparent flat resin wall A part 237 Transparent flat resin wall part A 241 P-con 242 Separator 243 Foam tie nut 244 Foam tie nut 245 Transparent flat resin engagement portion 246 Wall slab fixing member 247 Hole 248 Column slab fixing steel plate 249 Column slab fixing steel plate 250 Hole 251 Hole 252 L shape slab fixing steel plate 253 L shape slab fixing 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 grooved steel Presser contact part 267 Transparent barrier plate resin presser A member 268 for wall L-shaped steel plate 269 Bolt 270 Nut 271 Lightweight grooved steel 276 Column transparent transparent plate resin presser A member 277 Column transparent barrier plate resin presser B member 278 Wall transparent barrier plate resin presser B member 280 Hole 281 Bending part 282 With washer Foam tie 283 Foam tie 284 with washer End 285 Wall lightweight grooved steel retainer 286 Wall lightweight grooved steel retainer 287 Foam tie 288 with washer Nut 289 Column lightweight grooved steel retainer 290 Form tie nut 291 Hole 292 With washer Foam tie 293 Column lightweight channel steel presser member 294 Column lightweight channel steel presser member 295 Column lightweight channel steel presser member 296 Wall lightweight channel steel presser member 297 Nut 298 Form tie with washer 299 Wall lightweight channel steel presser member 300 Z-shaped lightweight groove-shaped steel presser member 301 L-shaped steel plate for fixing 302 Hole 303 Screw 304 Welded part 305 Welded portion 306 Z-shaped lightweight grooved steel presser member 307 Nipping portion 308 Placement base 309 Hole 310 Hole 311 Nut 312 Nut 313 Nut 314 L-shaped portion 320 Column reinforcement 321 Main reinforcement 322 Column reinforcement 326 Column temporary frame 327 Frame plate 328 Transparent flat resin column A portion 329 Concave engagement portion 330 Hole 331 Separator 332 Corner portion 333 Transparent flat resin column B portion 334 Corner portion 335 Transparent flat resin column C portion 336 Convex engagement portion 337 Transparent temporary frame for columns Cut plate 338 Convex engagement part 339 Concave engagement part 340 Separator 341 Rotating impact metal fitting 342 Transparent flat resin pillar D part 343 Transparent flat resin pillar E part 344 Transparent flat resin pillar E part 345 Corner part 346 Corner part 355 Form tie Nut 356 Piling plate fixing member 357 Screw 358 Column slab fixing steel plate 359 Column slab fixing Plate 360 Column slab fixing steel plate 361 Column slab fixing steel plate 362 Screw 363 Piling plate fixing member 364 Foam tie nut 370 Transparent temporary frame holding plate pressing member 371 for column Transparent temporary frame holding plate holding member 372 for transparent plate resin Presser 373 Lightweight grooved steel presser contact part 374 Transparent temporary frame support plate pressing member 375 for bolts 376 Nut 377 L-shaped steel plate 378 Lightweight grooved steel 379 Transparent temporary frame supporter plate holding member 390 L-shaped steel plate for fixing 391 Screw 392 Hole 393 Hole 394 Fixing L-shaped steel plate 395 Screw 396 Hole 397 Hole 398 Fixing L-shaped steel plate 399 Screw 400 Hole 401 Hole 402 Fixing L-shaped steel plate 403 Screw 404 Hole 405 Hole 406 Column Lightweight grooved steel presser member 407 Foam tie with washer 408 Nut 409 Hole 410 Hole 411 Foam tie nut 412 Pillar lightweight groove Shaped steel presser member 413 Hole 415 Column lightweight channel shaped steel presser member 416 Hole 417 Column lightweight channel shaped steel presser member 418 Nut 419 Form tie with washer 420 Form tie with washer 421 Nut 422 Hole 423 Column lightweight channel shaped steel retainer 424 Hole 425 Column lightweight grooved steel retainer member 426 Foam tie nut 427 Column lightweight grooved steel retainer member 428 Hole 429 Nut 430 Washer-formed foam tie 431 Column lightweight grooved steel retainer member 432 Hole 434 Z-shaped lightweight grooved steel retainer member 435 Z -Shaped lightweight grooved steel presser member 436 Z-shaped lightweight grooved steel retainer member 437 Z-shaped lightweight grooved steel retainer member

Claims (5)

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、透明樹脂板を折り曲げて成形したことを特長とする鉄筋コンクリート建物を成形する透明仮枠構造。  A transparent temporary frame structure for forming a reinforced concrete building, characterized in that a temporary frame for concrete is formed by bending a transparent resin plate in a temporary frame structure for forming walls and columns of a reinforced concrete building. 透明樹脂板で柱仮枠の角部を成形する際、透明平板樹脂を折り曲げ面取り成形したことを特長とする請求項1に記載の鉄筋コンクリート建物を成形する透明仮枠構造。  2. The transparent temporary frame structure for forming a reinforced concrete building according to claim 1, wherein when forming the corner portion of the column temporary frame with a transparent resin plate, the transparent flat plate resin is bent and chamfered. 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フォームタイ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請求項1又は2に記載の鉄筋コンクリート建物を成形する透明仮枠構造。  In order to bond the insertion flat resin to one end of the adjacent transparent flat resin to form the convex engagement portion by adhering the insertion flat resin whose tip is formed in an oblique shape, and to engage the insertion flat resin to the other end The flat plate resin for receiving and the flat plate resin for presser are overlapped 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 The engagement hole of the rotary fixing bracket attached to the shape engagement part is sandwiched between the separator attached to the convex engagement part and the foam tie nut, and the convex engagement part and the recessed engagement part are fixed. A transparent temporary frame structure for molding the reinforced concrete building according to 1 or 2. コンクリート用仮枠せき板に用いた透明平板樹脂を固定するため、透明平板樹脂の室内側に軽量溝形鋼を縦に複数本並べ、その室内側の辺をL形鋼板で固定した透明せき板樹脂押え部材を配置し、透明せき板樹脂押え部材を押えるため、フォームタイナットを上下に挟んで配置した略Z形の押え部材の端部に、上部にコの字形の乗せ部を成形し、下部に柄杓状の挟み込み部を成形した座金付フォームタイを取付け、略Z形の押え部材の前部が軽量溝形鋼を押すことにより透明せき板樹脂押え部材で透明平板樹脂を固定したことを特長とする請求項1乃至3のいずれか1項に記載の鉄筋コンクリート建物を成形する透明仮枠構造。  In order to fix the transparent flat plate resin used for the temporary frame plate for concrete, a transparent flat plate in which a plurality of light-weight grooved steels are arranged vertically on the indoor side of the transparent flat plate resin, and the sides on the indoor side are fixed with L-shaped steel plates. In order to place the resin presser member and press the transparent retainer resin presser member, on the end of the approximately Z-shaped presser member placed with the foam tie nut sandwiched up and down, the U-shaped resting part is formed at the top, Attach a foam tie with a washer with a handle-shaped sandwiched part at the bottom, and press the lightweight grooved steel at the front part of the approximately Z-shaped presser member to fix the transparent flat plate resin with the transparent base plate resin presser member The transparent temporary frame structure which shape | molds the reinforced concrete building of any one of Claim 1 thru | or 3 characterized by the above-mentioned. 透明平板樹脂を固定するための複数本の軽量溝形鋼を、ボルトとナットでL形鋼板に固定した透明せき板樹脂押え部材を、ボルトとナットを緩めることにより複数本の軽量溝形鋼を重ね合せて収納したことを特徴とする請求項1乃至4のいずれか1項に記載の鉄筋コンクリート建物を成形する透明仮枠構造。  A transparent plate resin presser member in which a plurality of lightweight grooved steels for fixing transparent flat resin are fixed to L-shaped steel plates with bolts and nuts, and a plurality of lightweight grooved steels by loosening the bolts and nuts. The transparent temporary frame structure for forming a reinforced concrete building according to any one of claims 1 to 4, wherein the transparent temporary frame structure is molded and stored.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107503512A (en) * 2017-09-11 2017-12-22 中建八局第三建设有限公司 A kind of special-shaped clear water concrete post hybrid template reinforcement system and its lossless form removal method

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5924848U (en) * 1982-08-06 1984-02-16 株式会社ト−ケン Face plate for concrete formwork
JPH06101335A (en) * 1992-09-18 1994-04-12 Kajima Corp Form for square pillar
JPH0726494U (en) * 1993-10-26 1995-05-19 正昂 青山 Formwork panel
JPH08229916A (en) * 1995-02-28 1996-09-10 Kenichi Konno Concrete form made of plastic
JPH09310494A (en) * 1996-05-20 1997-12-02 Marui Sangyo Kk Assembling metal fitting for concrete form
JP2002004578A (en) * 2000-06-26 2002-01-09 Yuken Kogyo:Kk Form panel made of resin and form constructing method

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5924848U (en) * 1982-08-06 1984-02-16 株式会社ト−ケン Face plate for concrete formwork
JPH06101335A (en) * 1992-09-18 1994-04-12 Kajima Corp Form for square pillar
JPH0726494U (en) * 1993-10-26 1995-05-19 正昂 青山 Formwork panel
JPH08229916A (en) * 1995-02-28 1996-09-10 Kenichi Konno Concrete form made of plastic
JPH09310494A (en) * 1996-05-20 1997-12-02 Marui Sangyo Kk Assembling metal fitting for concrete form
JP2002004578A (en) * 2000-06-26 2002-01-09 Yuken Kogyo:Kk Form panel made of resin and form constructing method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107503512A (en) * 2017-09-11 2017-12-22 中建八局第三建设有限公司 A kind of special-shaped clear water concrete post hybrid template reinforcement system and its lossless form removal method

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