JP2013011062A - Steel form device - Google Patents

Steel form device Download PDF

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JP2013011062A
JP2013011062A JP2011142666A JP2011142666A JP2013011062A JP 2013011062 A JP2013011062 A JP 2013011062A JP 2011142666 A JP2011142666 A JP 2011142666A JP 2011142666 A JP2011142666 A JP 2011142666A JP 2013011062 A JP2013011062 A JP 2013011062A
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steel
heat
back surface
concrete
expansion
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JP5749096B2 (en
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Koji Ninomiya
孝二 二宮
Nobuyoshi Toida
信義 樋田
Yuji Sonobe
裕司 園部
Sunao Okubo
直 大久保
Hidekazu Hirano
秀和 平野
Junji Sako
潤治 佐古
Koichi Hasuo
孝一 蓮尾
Koji Kawakami
浩司 河上
Koichiro Matsui
幸一郎 松井
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Okabe Co Ltd
Sumitomo Mitsui Construction Co Ltd
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Okabe Co Ltd
Sumitomo Mitsui Construction Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a steel form device that is excellent in workability and can inexpensively and efficiently cure a concrete skeleton constructed by a steel form.SOLUTION: A steel form device constructs a concrete skeleton using a steel form 1 where a plurality of vertical battens 2 are joined to the back surface thereof along the horizontal direction at predetermined intervals and a plurality of lateral battens 3 are respectively fixed to the vertical battens 2 along the material axis direction of the vertical battens 2. The plurality of lateral battens 3 are fixed to the plurality of vertical battens 2 in a state having a clearance to the back surface of the steel form 1. Concrete curing members, for example, a heating sheet 41 and a heat shielding sheet 42, are provided between the vertical battens 2 in the clearance, and an expansion/contraction member 5 that expands/contracts by the flow in/out of fluid is provided between the curing members and the lateral battens 3. The curing members such as the heating sheet 41 and the heat shielding sheet 42 are fixed to the back surface of the steel form 1 by the expansion of the expansion/contraction member 5.

Description

本発明は、裏面側に複数の縦バタ材と複数の横バタ材がそれぞれ接合された鋼製型枠を用いて構築されるコンクリート躯体を効率良く養生することができる鋼製型枠装置に関する。   The present invention relates to a steel formwork apparatus capable of efficiently curing a concrete frame constructed using a steel formwork in which a plurality of vertical butterflies and a plurality of horizontal butterflies are joined to the back side.

近年、コンクリートを打設して柱や壁等からなる鉄筋コンクリート建造物を構築する際、転用性や施工性の観点から鋼製型枠(メタルフォーム)が多く用いられる。また、打設するコンクリートについては、冬季や寒冷地のような低温環境下では所定の強度が発現しにくく、初期凍害も懸念され、一方、夏季においては、急激に乾燥してしまうと躯体表面にひび割れ等が発生する、という性質がある。そのため、型枠工事においては、コンクリートを型枠内に打設した後、保温や湿潤等を目的としたコンクリートの養生が行われる。   In recent years, when a reinforced concrete structure including columns and walls is constructed by placing concrete, steel formwork (metal foam) is often used from the viewpoint of divertability and workability. In addition, the concrete to be placed does not exhibit a predetermined strength in a low temperature environment such as a winter season or a cold region, and there is a concern about initial frost damage. It has the property of causing cracks and the like. Therefore, in formwork construction, concrete is cured for the purpose of keeping warm and moistening after placing concrete in the formwork.

ここで、低温環境下におけるコンクリートの養生方法については、型枠を含むコンクリート躯体に直接、ブルーシートや保温シートを掛けて、コンクリートの水和反応熱による保温を行ったり、それらシートと型枠(躯体)との間に発熱シートなどを介在させて、コンクリート躯体を加熱することが一般的に行われている(例えば、特許文献1参照。)。なお、気温が高くなる夏季の場合には、コンクリート躯体に散水したり、さらに遮熱シートを掛けて直射日光を遮断し、乾燥状態が急激に起こるのを避けることが行われている。   Here, as for the curing method of concrete in a low temperature environment, a blue sheet or a heat insulating sheet is directly applied to the concrete frame including the mold, and the concrete is heated by the hydration heat of the concrete. In general, a concrete frame is heated by interposing a heating sheet or the like (see, for example, Patent Document 1). In addition, in the summer when the temperature is high, water is sprayed on the concrete frame, and further, a heat shielding sheet is applied to block direct sunlight to avoid a sudden dry state.

しかし、冬季や寒冷地、極寒地等の低温環境下におけるコンクリートの養生として、単にブルーシート等を掛けただけでは、風などによってブルーシート等が捲れ上がったり、地面との隙間などから熱が外部へ放出されたり、また冷気が内部に流入するだけでなく、ブルーシート等を介して直接熱が外部に逃げることもある。そのため、単にブルーシート等を掛ける養生方法は、コンクリートの養生に適した温度に保つことが困難であり、コンクリートが凍害を受けたり、所定の強度に発現するまで著しく時間がかかっていた。なお、熱の放出や冷気の流入などを避けるため、コンクリート躯体をシートで覆うと共に、ロープ等を巻付けて固定することも行われるが、柱や壁等の大規模なコンクリート躯体を構築する工事においては、かかる作業は出来ないし、ブルーシート等を介して直接熱が外部に逃げることは防止できない。   However, as concrete curing under low temperature environment such as in winter, cold regions, and extremely cold regions, simply applying a blue sheet, etc. causes the blue sheet to swell due to the wind, etc. In addition to being discharged and cold air flowing into the interior, heat may also escape directly to the outside through a blue sheet or the like. For this reason, it is difficult for the curing method to simply hang blue sheets or the like to keep the temperature suitable for curing concrete, and it takes a long time until the concrete is damaged by frost or developed to a predetermined strength. In addition, in order to avoid the release of heat and the inflow of cold air, the concrete frame is covered with a sheet, and it is also possible to wind and fix the rope etc., but construction to construct a large-scale concrete frame such as a pillar or wall However, such work cannot be performed, and heat cannot be prevented from directly escaping to the outside through a blue sheet or the like.

一方、柱や壁の型枠工事では、これまで、打設したコンクリートの圧縮強度が5N/mm以上であることを確認した段階で脱型できていたが、一昨年に「建築工事標準仕様書・同解説 JASS5 鉄筋コンクリート工事」が改訂されたことによって、同強度の基準値が10N/mm以上に変更された。これにより、型枠の存置期間が延びることになり、工期の遅延(長期化)や施工コストが増大するといった問題が生じている。よって、特に、冬季の型枠工事においては、コンクリート躯体に対して効率的な養生を行い、コンクリートの凝固を促進させるような方法が望まれている。 On the other hand, in the form work of pillars and walls, it was possible to remove the mold after confirming that the compressive strength of the cast concrete was 5 N / mm 2 or more.・ By revising “JASS5 Reinforced Concrete Work”, the standard value of the same strength has been changed to 10 N / mm 2 or more. Thereby, the retention period of a formwork will be extended, and the problem that the construction period delay (lengthening) and construction cost increase arises. Therefore, particularly in the case of formwork in winter, there is a demand for a method of efficiently curing the concrete frame and promoting the solidification of the concrete.

そのため、発熱シートを固定させた鋼製型枠を用いることで、コンクリートの養生を効率的に行う技術が前述の特許文献1以外にも数多く提案されている(例えば、特許文献2,3参照。)。   Therefore, many techniques other than the above-mentioned patent document 1 have been proposed for efficiently curing concrete by using a steel mold frame to which a heat generating sheet is fixed (for example, refer to patent documents 2 and 3). ).

特開平01−115884号公報Japanese Patent Laid-Open No. 01-158884 特開平08−021087号公報Japanese Patent Laid-Open No. 08-021087 特開2003−293380号公報JP 2003-293380 A

しかし、前述の特許文献1に記載の従来技術は、木製の型枠を対象にしているため、固定金具によって型枠に平板状の発熱体(フィルムヒーター)等を容易に取り付けることが可能であるが、鋼製型枠に適用した場合には、加工等によって予め固定手段を設けておく必要があり、手間がかかる、という問題がある。また、型枠に対して高さ方向に所定の間隔で固定金物を取り付けるため、作業性が悪いと共に、その固定金物は金属製で熱伝導率が高く、熱が逃げやすいことから、固定金物を固定している位置と、固定していない位置とで、コンクリートの凝固状態が異なり、強度にムラが生じ易い、という問題もある。さらに、発熱シート等の養生部材を使用した場合、局所的に固定金具によって型枠に固定されることから、発熱シート等が固定金具によって強く押し潰される可能性もあり、その結果、発熱シート中の発熱体(フィルムヒーター)を断線させてしまうなど、養生部材を損傷させるおそれがある。   However, since the prior art described in Patent Document 1 is directed to a wooden mold, it is possible to easily attach a flat heating element (film heater) or the like to the mold with a fixing bracket. However, when applied to a steel mold, there is a problem that it is necessary to provide fixing means in advance by processing or the like, which takes time. In addition, since the fixed hardware is attached to the mold at predetermined intervals in the height direction, the workability is not good, and the fixed hardware is made of metal and has high thermal conductivity, so that heat easily escapes. There is also a problem that the solidified state of the concrete differs between the fixed position and the non-fixed position, and uneven strength is likely to occur. Furthermore, when a curing member such as a heat generating sheet is used, the heat generating sheet or the like may be strongly crushed by the fixing bracket because it is locally fixed to the mold by the fixing bracket. There is a risk of damaging the curing member such as disconnecting the heating element (film heater).

また、特許文献2に記載の従来技術では、発熱体や断熱材等の養生部材を全て鋼製型枠の裏面に形成された複数のリブ間にそれぞれ嵌め込むことにより固定するため、作業性が悪い、という問題がある。   Moreover, in the prior art described in Patent Document 2, all the curing members such as a heating element and a heat insulating material are fixed by being fitted between a plurality of ribs formed on the back surface of the steel mold, so that workability is improved. There is a problem of being bad.

また、特許文献3に記載の従来技術では、マグネットの磁力を利用して発熱体を鋼製型枠に固定するため、コストがかかる、という問題がある。   Moreover, in the prior art described in Patent Document 3, there is a problem that the heating element is fixed to the steel mold using the magnetic force of the magnet, which is costly.

そこで、本発明は、鋼製型枠を用いて構築されるコンクリート躯体に対して、作業性も良く、安価で、かつ、効率良く養生することができる、鋼製型枠装置を提供することを目的とする。   Therefore, the present invention provides a steel formwork apparatus that is excellent in workability, inexpensive, and can be efficiently cured for a concrete frame constructed using a steel formwork. Objective.

前記目的を達成するため、本願の請求項1に係る発明の鋼製型枠装置は、裏面側に複数の縦バタ材が水平方向に沿って所定間隔ごとにそれぞれ接合されるとともに、当該縦バタ材に、その材軸方向に沿って複数の横バタ材がそれぞれ固定された鋼製型枠を用いてコンクリート躯体を構築する鋼製型枠装置であって、前記複数の横バタ材は、前記鋼製型枠の裏面に対し隙間を有する状態で前記縦バタ材に固定され、当該隙間における前記複数の縦バタ材間にコンクリートの養生部材を設けるとともに、前記養生部材と前記複数の横バタ材との間に、流体の入出により膨縮する膨縮部材を設け、当該膨縮部材の膨張により前記養生部材が前記鋼製型枠の裏面に押し当てられて固定する、ことを特徴とする。
これにより、作業性も良く、安価で、かつ、効率良く、鋼製型枠を用いて構築されるコンクリート躯体を養生することができる。
また、本願の請求項2に係る発明の鋼製型枠装置は、請求項1記載の鋼製型枠装置において、前記流体が、空気である、ことを特徴とする。
これにより、流体として現場等での管理や取り扱いが容易な空気を使用することで、さらに、作業性が良くなり、効率良くコンクリート躯体を養生することができるとともに、養生終了後に排出しても現場環境に悪影響を与えることがない。
また、本願の請求項3に係る発明の鋼製型枠装置は、請求項1または請求項2記載の鋼製型枠装置において、前記養生部材が、発熱部材、保温部材、および遮熱部材のいずれか一つ以上を備えている、ことを特徴とする。
これにより、寒冷地や極寒地などの温度条件の厳しい場所での工事や、冬季だけでなく夏季に亘っても行われるような長期間の工事の場合においても、その時の現場環境に応じ、養生部材としての発熱部材、保温部材、および遮熱部材を適宜1つ以上選択することにより、効率良くコンクリート躯体を養生することができる。
In order to achieve the above object, the steel formwork apparatus of the invention according to claim 1 of the present application is configured such that a plurality of vertical butter materials are joined to the back surface side at predetermined intervals along the horizontal direction. A steel formwork device for constructing a concrete frame using a steel formwork in which a plurality of horizontal butter materials are respectively fixed along a material axial direction of the material, wherein the plurality of horizontal butter materials are It is fixed to the vertical butter material in a state having a gap with respect to the back surface of the steel mold, and a curing member for concrete is provided between the plurality of vertical butter materials in the gap, and the curing member and the plurality of horizontal butter materials are provided. An expansion / contraction member that expands and contracts when fluid enters and exits is provided, and the curing member is pressed against and fixed to the back surface of the steel mold by expansion of the expansion / contraction member.
Thereby, workability is good, it is cheap, and the concrete frame constructed | assembled using a steel formwork can be cured efficiently.
A steel mold apparatus according to claim 2 of the present application is the steel mold apparatus according to claim 1, wherein the fluid is air.
By using air that is easy to manage and handle in the field as a fluid, the workability can be further improved and the concrete frame can be efficiently cured. Does not adversely affect the environment.
Moreover, the steel mold apparatus of the invention which concerns on Claim 3 of this application is a steel mold apparatus of Claim 1 or Claim 2, WHEREIN: The said curing member is a heat generating member, a heat retention member, and a heat insulation member. One or more of them are provided.
As a result, even in the case of construction in places with severe temperature conditions, such as in cold regions or extremely cold regions, or in the case of long-term construction that is performed not only in the winter but also in the summer, the curing is performed according to the site environment at that time. By selecting one or more heat generating members, heat retaining members, and heat shielding members as members, the concrete frame can be efficiently cured.

本発明の鋼製型枠装置によれば、養生部材と複数の横バタ材との間に、流体の入出により膨縮する膨縮部材を設け、当該膨縮部材の膨張により養生部材が鋼製型枠の裏面に対して一様に押し当てられて固定するようにしたので、作業性も良く、安価で、かつ、効率良く、鋼製型枠によって構築されたコンクリート躯体を養生することができる。   According to the steel formwork apparatus of the present invention, an expansion / contraction member that expands / contracts when fluid enters and exits is provided between the curing member and the plurality of horizontal butter materials, and the curing member is made of steel by the expansion of the expansion / contraction member. Because it is pressed and fixed uniformly against the back of the formwork, it is possible to cure the concrete frame constructed by the steel formwork with good workability, low cost, and efficiency. .

本発明に係る鋼製型枠装置の組み立て状態を示す斜視図である。It is a perspective view which shows the assembly state of the steel formwork apparatus which concerns on this invention. 図1に続く本発明に係る鋼製型枠装置の組み立て状態を示す斜視図である。It is a perspective view which shows the assembly state of the steel formwork apparatus which concerns on this invention following FIG. 本発明に係る鋼製型枠装置の養生部材として適用した発熱シートの構造の一例を示す説明図である。It is explanatory drawing which shows an example of the structure of the heat generating sheet applied as a curing member of the steel formwork apparatus which concerns on this invention. 図2に続く本発明に係る鋼製型枠装置の組み立て状態を示す斜視図である。It is a perspective view which shows the assembly state of the steel formwork apparatus which concerns on this invention following FIG. 本発明に係る鋼製型枠装置を用いた施工の一実施形態を示す平面図、及びその平面図におけるA部分とB部分をそれぞれ示す拡大断面図である。It is the top view which shows one Embodiment of construction using the steel formwork apparatus which concerns on this invention, and the expanded sectional view which each shows A part and B part in the top view. 図5に示す一実施形態の側面図である。FIG. 6 is a side view of the embodiment shown in FIG. 5. 図5に示す一実施形態の正面図である。It is a front view of one Embodiment shown in FIG.

まず、本発明に係る鋼製型枠装置の組み立て手順を、図面を参照して説明する。   First, the assembly procedure of the steel formwork apparatus according to the present invention will be described with reference to the drawings.

≪鋼製型枠装置の組み立て手順≫
図1は、本発明に係る鋼製型枠装置を構成する鋼製型枠1の裏面1a側に、複数の縦バタ材2を所定間隔ごとにそれぞれ接合した状態を示す斜視図である。
≪Assembly procedure of steel formwork equipment≫
FIG. 1 is a perspective view showing a state in which a plurality of vertical butter materials 2 are joined at predetermined intervals to the back surface 1a side of a steel mold 1 constituting the steel mold apparatus according to the present invention.

まず、図1に示すように、コンクリート躯体を構築するのに必要とする枚数の鋼製型枠1を、その表面1b側を地面側にしてそれぞれ敷き並べ、専用のクリップ等により隣接する鋼製型枠1同士を連結する。その後、鋼製型枠1の裏面1a側に複数の縦バタ材2を、その鋼製型枠1の水平方向(同図上、長手方向)に沿って互いに所定の間隔を空けて載置し、それぞれ取付金具やボルト等の周知の方法により鋼製型枠1と接合する。なお、各縦バタ材2には、後述する横バタ材を貫通して固定できるように、複数の開口部21が材軸方向に沿って形成されている。   First, as shown in FIG. 1, the number of steel molds 1 necessary for constructing a concrete frame are laid out with the surface 1b side thereof on the ground side, and adjacent steel made by a dedicated clip or the like. The molds 1 are connected to each other. Thereafter, a plurality of vertical flaps 2 are placed on the back surface 1a side of the steel mold 1 at a predetermined interval along the horizontal direction (longitudinal direction in the figure) of the steel mold 1. These are joined to the steel mold 1 by known methods such as mounting brackets and bolts. Each vertical butterfly member 2 is formed with a plurality of openings 21 along the material axis direction so that a horizontal butterfly member described later can be fixed therethrough.

図2は、上記状態の鋼製型枠1の裏面1aに発熱部材41と保温部材43を設け、複数の縦バタ材2間に複数の横バタ材3を架設した状態を示す斜視図である。   FIG. 2 is a perspective view showing a state in which a heat generating member 41 and a heat retaining member 43 are provided on the back surface 1a of the steel mold 1 in the above state, and a plurality of horizontal butter materials 3 are installed between the plurality of vertical butter materials 2. .

図2に示すように、鋼製型枠1の裏面1a側において、まず、複数の縦バタ材2間には、打設したコンクリートを養生するための養生部材として、発熱機能を有する発熱シート41を敷き詰める。また、鋼製型枠1の裏面1aの両端部(同図上、長手方向の左右両端部)には、リブで囲まれた凹部に保温機能を有する断熱材43を、同じく養生部材として嵌め込む。   As shown in FIG. 2, on the back surface 1 a side of the steel mold 1, first, a heat generating sheet 41 having a heat generating function as a curing member for curing the placed concrete between the plurality of vertical butter materials 2. Lay down. Moreover, the heat insulating material 43 which has a heat retention function in the recessed part enclosed by the rib is similarly fitted as a curing member at the both ends (the left and right both ends in the longitudinal direction) of the back surface 1a of the steel mold 1 .

さらに、図2では示していないが、鋼製型枠1の裏面1aにおける複数の縦バタ材2間には、発熱シート41の上面側に、他の養生部材として、外からの熱を遮断する機能を備えた遮熱シート42を設ける(図4参照)。なお、発熱シート41と遮熱シート42はそれぞれ別々のシートでなく、それらシートが積層されて、1枚のシートとして構成されたものでも良い。さらには、発熱シート41と遮熱シート42との間に、別途、保温機能を有する保温シートや断熱シート(図示せず。)を設けるようにしてもよい。また、遮熱シート42を設けずに、発熱シート41だけを用いても勿論よい。   Further, although not shown in FIG. 2, the heat from the outside is cut off as another curing member on the upper surface side of the heat generating sheet 41 between the plurality of vertical flap members 2 on the back surface 1 a of the steel mold 1. A heat shield sheet 42 having a function is provided (see FIG. 4). Note that the heat generating sheet 41 and the heat shielding sheet 42 are not separate sheets, but may be configured by laminating these sheets as a single sheet. Furthermore, a heat insulating sheet or a heat insulating sheet (not shown) having a heat insulating function may be separately provided between the heat generating sheet 41 and the heat shielding sheet 42. Of course, only the heat generating sheet 41 may be used without providing the heat shielding sheet 42.

そして、鋼製型枠1の裏面1側における複数の縦バタ材2間に、発熱シート41と遮熱シート42を敷き詰めた後、図2に示すように、例えば、複数の縦バタ材2の開口部21に2本の横バタ材3を一つおきに通し、取付金具等によって縦バタ材2と横バタ材3を固定する。   And after spreading the heat-generating sheet | seat 41 and the heat-insulation sheet | seat 42 between the some vertical flap material 2 in the back surface 1 side of the steel formwork 1, as shown in FIG. Two other horizontal flaps 3 are passed through the openings 21 every other, and the vertical flaps 2 and the horizontal flaps 3 are fixed by mounting brackets or the like.

その際、本発明の鋼製型枠装置では、鋼製型枠1の裏面1a側に敷き詰めた発熱シート41および遮熱シート42と、複数の横バタ材3との間に、後述する収縮状態の膨縮部材が通る数cm程度の隙間を空けて、複数の横バタ材3を各縦バタ材2に固定する。なお、縦バタ材2に横バタ材3を固定した後に、発熱シート41と遮熱シート42を敷き詰めるようにしても勿論よい。   At that time, in the steel mold apparatus of the present invention, a contracted state, which will be described later, is formed between the heat generating sheet 41 and the heat shielding sheet 42 spread on the back surface 1a side of the steel mold 1 and the plurality of horizontal butter materials 3. A plurality of horizontal flaps 3 are fixed to the vertical flaps 2 with a gap of about several centimeters passing through the expansion / contraction member. Of course, the heat generating sheet 41 and the heat shielding sheet 42 may be spread after the horizontal butter material 3 is fixed to the vertical butter material 2.

図3は、養生部材として適用した発熱シート41の構造の一例を示す説明図である。   FIG. 3 is an explanatory view showing an example of the structure of the heat generating sheet 41 applied as a curing member.

図3に示すように、本発明の鋼製型枠装置で使用する発熱シート41は、表面が紫外線による劣化を防止するUV保護シート41a,41dで覆われ、その内部に、通電により熱を発生するフィルム状の発熱体(フィルムヒーター)41bと、発熱体41bが発生した熱をなるべく外に逃がさないようにするためのフィルム状の保温(断熱)シート41cが積層状態で設けられている。なお、この発熱シート41の構造は、一例であり、保温シート41cやUV保護シート41a,41dが省略されたものでも良いし、また、保温シート41cの上にさらに遮熱シートが積層されたものでも勿論良い。要は、コンクリートの養生のために発熱(加熱)できるものであれば良い。   As shown in FIG. 3, the heat generating sheet 41 used in the steel mold apparatus of the present invention has a surface covered with UV protection sheets 41a and 41d that prevent deterioration due to ultraviolet rays, and generates heat by energization. A film-like heat generating body (film heater) 41b and a film-shaped heat insulating (heat insulating) sheet 41c for preventing the heat generated by the heat generating body 41b from escaping as much as possible are provided in a laminated state. The structure of the heat generating sheet 41 is an example, and the heat insulating sheet 41c and the UV protective sheets 41a and 41d may be omitted, or a heat insulating sheet is further laminated on the heat insulating sheet 41c. But of course. In short, any material capable of generating heat (heating) for curing concrete may be used.

図4は、鋼製型枠1の裏面1a側における遮熱シート42と横バタ材3との間に配設した膨縮部材5によって、鋼製型枠1に発熱シート41と遮熱シート42が積層状態で固定された状態を示す斜視図である。   FIG. 4 shows a heat generating sheet 41 and a heat shielding sheet 42 on the steel mold 1 by means of an expansion / contraction member 5 disposed between the heat shielding sheet 42 and the horizontal flap material 3 on the back surface 1 a side of the steel mold 1. It is a perspective view which shows the state fixed by the lamination | stacking state.

図4に示すように、鋼製型枠1の裏面1a側における複数の縦バタ材2間にあって、遮熱シート42と複数の横バタ材3との間に、流体の入出により膨縮する円筒状で密閉状態を保持可能な膨縮部材5を3つずつ設けている。この膨縮部材5としては、一般的に市場に広く流通しているエアーチューブが施工性や価格的な面で最適である。なお、膨縮部材5の数量は、3つに限るものではなく、任意に設定できる。また、その形状も円筒状に限らず、縦バタ材2間における鋼製型枠1の裏面1a全体を覆うような矩形状の座布団のような形態でも良く、特に形状に制約を受けるものではない。さらに、その材質はゴム製や軟質塩化ビニル樹脂製など、膨張状態にあっても弾力性を有するものであれば良く、入出する流体についても、空気や窒素ガス等の気体、水等の液体など、その弾力性を損なわないものであれば良い。   As shown in FIG. 4, a cylinder that is between the plurality of vertical butter members 2 on the back surface 1 a side of the steel mold 1 and that expands and contracts between the heat shield sheet 42 and the plurality of horizontal butter members 3 due to fluid entry and exit. Three expansion / contraction members 5 that can hold a sealed state are provided. As the expansion / contraction member 5, an air tube which is generally widely distributed in the market is optimal in terms of workability and price. The number of the expansion / contraction members 5 is not limited to three and can be arbitrarily set. Moreover, the shape is not limited to a cylindrical shape, and may be a form such as a rectangular cushion covering the entire back surface 1a of the steel mold 1 between the vertical flaps 2, and the shape is not particularly limited. . Furthermore, the material may be made of rubber or soft vinyl chloride resin as long as it has elasticity even in an expanded state, and the fluid that enters and exits is also a gas such as air or nitrogen gas or a liquid such as water. As long as it does not impair its elasticity.

そして、発熱シート41および遮熱シート42と横バタ材3との隙間に配設した各膨縮部材5の内部に、例えば、コンプレッサー(図示せず。)からの圧縮空気を注入すると、膨縮部材5が膨張し、その膨張圧で発熱シート41および遮熱シート42が鋼製型枠1の裏面1aに対して一様に押し当てられて固定する。   Then, when compressed air from, for example, a compressor (not shown) is injected into each expansion / contraction member 5 disposed in the gap between the heat generating sheet 41 and the heat shielding sheet 42 and the horizontal butter material 3, the expansion / contraction occurs. The member 5 expands, and the heat generating sheet 41 and the heat shield sheet 42 are uniformly pressed against and fixed to the back surface 1a of the steel mold 1 by the expansion pressure.

このように、本発明に係る鋼製型枠装置では、発熱シート41等の養生部材を鋼製型枠1の裏面1aに固定させる手段として、流体の入出により膨縮する膨縮部材5を採用したので、従来技術のように、金属製の固定金物やマグネットを使用する必要もなく、また、鋼製型枠1の裏面1aに形成された複数のリブ間の全てに断熱材等の養生部材を嵌め込む作業も不要になる。よって、作業性も良く、安価で、かつ、効率良く、養生部材を鋼製型枠1の裏面1aに固定させることができる。   As described above, in the steel mold apparatus according to the present invention, the expansion / contraction member 5 that expands / contracts by the entry / extraction of fluid is adopted as means for fixing the curing member such as the heat generating sheet 41 to the back surface 1a of the steel mold 1. Therefore, there is no need to use a metal fixture or magnet as in the prior art, and a curing member such as a heat insulating material is provided between the plurality of ribs formed on the back surface 1a of the steel mold 1. The work to insert the is also unnecessary. Therefore, the curing member can be fixed to the back surface 1a of the steel mold 1 with good workability, low cost, and efficiency.

さらに、発熱シート41および遮熱シート42を鋼製型枠1の裏面1aに固定する場合でも、流体によって膨らんだ状態の膨縮部材は弾力性を有しているため、発熱シート41中のフィルムヒーター等の発熱体が損傷することを防止し、作業性が向上する。また、膨縮部材5により、発熱シート41が鋼製型枠1の裏面1aに対して一様に押し当てられて固定するため、コンクリートの凝固状態がほぼ均一となり、強度にムラが生じ難くなることから、コンクリート躯体の品質も向上する。   Furthermore, even when the heat generating sheet 41 and the heat shielding sheet 42 are fixed to the back surface 1a of the steel mold 1, the expansion / contraction member inflated by the fluid has elasticity, so the film in the heat generating sheet 41 This prevents the heating element such as the heater from being damaged, and improves workability. Moreover, since the heat generating sheet 41 is uniformly pressed against and fixed to the back surface 1a of the steel mold 1 by the expansion / contraction member 5, the solidified state of the concrete becomes almost uniform and the strength is less likely to be uneven. Therefore, the quality of the concrete frame is also improved.

さらに、膨縮部材5に注入した空気は、熱伝導率が金属よりも大幅に低いことから、コンクリート躯体の熱が外に逃げにくい。また、現場にあるコンプレッサーを利用することができるため、管理や取り扱いが容易であり、工事終了後にその空気を排出しても、現場の環境に悪影響を及ぼすようなことがなく、環境性の点でも優れている。   Furthermore, since the air injected into the expansion / contraction member 5 has a thermal conductivity that is significantly lower than that of metal, it is difficult for the heat of the concrete frame to escape to the outside. In addition, since the compressor at the site can be used, it is easy to manage and handle. Even if the air is exhausted after the construction is completed, the site environment is not adversely affected. But it ’s excellent.

なお、本実施形態の鋼製型枠装置では、鋼製型枠1の裏面1aの両端部(図2および図4上、長手方向の左右両端部)において、それぞれ縦バタ材が両側に存在しないことから、仮に膨縮部材5をそれら範囲に設けたとしても、鋼製型枠1から外れてしまう可能性がある。それが故に、膨縮部材5を設けずに、鋼製型枠1の裏面1aに形成されたリブ間の凹部に保温部材である断熱材43を設けた例を挙げて説明したが、膨縮部材5が鋼製型枠1から外れなければ、それら両端部に膨縮部材5を設けても良く、その際、保温部材である断熱材43に替えて、上述したシート状の養生部材にしても勿論よい。   In addition, in the steel mold apparatus of this embodiment, the vertical butter material does not exist on both sides of both ends (the left and right ends in the longitudinal direction in FIGS. 2 and 4) of the back surface 1 a of the steel mold 1. For this reason, even if the expansion / contraction member 5 is provided in these ranges, there is a possibility that the expansion / contraction member 5 may come off the steel mold 1. Therefore, although the expansion / contraction member 5 is not provided, an example in which the heat insulating material 43 as a heat retaining member is provided in the recess between the ribs formed on the back surface 1a of the steel mold 1 has been described. If the member 5 does not come off from the steel mold 1, the expansion / contraction member 5 may be provided at both ends. In this case, instead of the heat insulating material 43 which is a heat retaining member, the above-described sheet-like curing member is used. Of course.

次に、本発明の組み立て後の鋼製型枠装置を用いた施工の一実施形態について説明する。   Next, an embodiment of construction using the steel formwork apparatus after assembly of the present invention will be described.

≪組み立て後の鋼製型枠装置の一実施形態≫
図5(a)は、本発明の鋼製型枠装置を用いた施工の一実施形態を示す平面図であり、図5(b)および図5(c)は、それぞれ同平面図におけるA部分とB部分を示す拡大断面図である。また、図6および図7は、それぞれ図5に示す一実施形態の側面図と正面図である。
<< One Embodiment of Steel Formwork after Assembly >>
Fig.5 (a) is a top view which shows one Embodiment of the construction using the steel formwork apparatus of this invention, FIG.5 (b) and FIG.5 (c) are A parts in the same top view, respectively. It is an expanded sectional view which shows a B part. 6 and 7 are a side view and a front view of the embodiment shown in FIG. 5, respectively.

図5〜図7に示す鋼製型枠装置は、中高層マンション等のコンクリート壁を構築する場合の施工を示す一実施形態であり、対向する一対の鋼製型枠をそれぞれコンクリート壁の厚さ分だけ離間させた状態で組み立てられる。   The steel formwork apparatus shown in FIGS. 5 to 7 is an embodiment showing construction in the case of constructing a concrete wall such as a mid-to-high-rise condominium, and a pair of opposing steel formwork is respectively divided by the thickness of the concrete wall. It is assembled in a state where it is only spaced apart.

ここで、本実施形態の鋼製型枠装置は、前述したように、鋼製型枠1の裏面1a側において、複数の縦バタ材2が、鋼製型枠1の水平方向に沿って所定間隔ごとにそれぞれ接合されるとともに、複数の横バタ材3が、その裏面1aに対して、収縮状態の膨縮部材5が通る数cm程度の隙間を有する状態で、各縦バタ材2に形成された開口部21にそれぞれ挿通して固定されている。   Here, as described above, in the steel formwork apparatus of the present embodiment, the plurality of vertical butter materials 2 are predetermined along the horizontal direction of the steel formwork 1 on the back surface 1a side of the steel formwork 1. A plurality of horizontal butter materials 3 are formed on each vertical butter material 2 with a gap of about several centimeters passing through the contracted expansion / contraction member 5 with respect to the back surface 1a. Each of the openings 21 is inserted and fixed.

そして、図5(b)に示すように、鋼製型枠1の裏面1a側における複数の縦バタ材2間には、通電により発熱する発熱シート41と、熱を遮断する遮熱シート42が重ねられた状態で、流体を注入して膨張させた膨縮部材5により鋼製型枠1に固定されている。   And as shown in FIG.5 (b), between the some vertical-batter material 2 in the back surface 1a side of the steel formwork 1, the heat_generation | fever sheet | seat 41 which generate | occur | produces heat by electricity supply, and the heat insulation sheet | seat 42 which interrupts | blocks heat are included. In an overlapped state, it is fixed to the steel mold 1 by an expansion / contraction member 5 that is inflated by injecting a fluid.

これに対し、鋼製型枠1の裏面1aにおいて、その両端側にそれぞれ位置する最外列の縦バタ材2の外側には、図5(c)に示すように、保温機能を有する断熱材43がリブ間の凹部に嵌め込まれている。なお、ここでは、断熱材43を2枚重ねた状態で嵌め込んでいるが、2枚でなくても勿論良い。   On the other hand, on the back surface 1a of the steel mold 1, on the outer side of the outermost vertical butterfly material 2 positioned on both ends, as shown in FIG. 43 is fitted in the recess between the ribs. Here, the two heat insulating materials 43 are fitted in a stacked state, but need not be two.

そして、図6および図7に示すように、縦バタ材2には、その上端の適所に吊り込み用のアイボルト62が取り付けられ、下端の適所には、高さ調整用のねじ式ジャッキ(図示せず。)が取り付けられている。鋼製型枠1は、縦バタ材2および横バタ材3によって平坦性が確保された状態で、アイボルト62を利用してクレーン(図示せず。)で所定の設置位置に吊り込まれると共に、ねじ式ジャッキ(図示せず。)を用いて高さ調整および水平調整がなされて所定の位置に立設される。   As shown in FIGS. 6 and 7, the vertical butterfly member 2 is provided with a hanging eyebolt 62 at an appropriate position at the upper end, and a screw jack for height adjustment (see FIG. 6) at an appropriate position at the lower end. Not shown.) Is attached. The steel mold 1 is hung at a predetermined installation position by a crane (not shown) using an eyebolt 62 in a state where flatness is secured by the vertical butterfly material 2 and the horizontal butterfly material 3, Height adjustment and horizontal adjustment are performed using a screw-type jack (not shown), and it is erected at a predetermined position.

また、立設した鋼製型枠1は、図7に示すように、アンカーボルト63aを介してスラブコンクリート61に固定された建込み調整用サポート63を縦バタ材2の上部に支持させることで、鋼製型枠1間に打設されるコンクリートの側圧や作業時の水平方向荷重に耐えうるように固定される。なお、図7において、64は対向する鋼製型枠1間の幅を決める幅決め材、65はセパレータであり、幅決め材64によって対向する鋼製型枠1間の間隔を決めるとともに、それら鋼製型枠1同士をセパレータ65によって締め付けて固定する。また、66は横バタ材3を縦バタ材2に固定するための取付金具であり、67と68はそれぞれ、対向する縦バタ材2間の間隔、すなわち、鋼製型枠1間の間隔を保持するためのサポート部材と締結ボルトである。また、図7において、建込み調整用サポート63は、図上右側の鋼製型枠1にのみ設けているが、実際には両側に設けている。   In addition, as shown in FIG. 7, the standing steel formwork 1 is configured such that the support 63 for erection adjustment fixed to the slab concrete 61 via the anchor bolt 63 a is supported on the upper part of the vertical butter material 2. It is fixed so that it can withstand the lateral pressure of concrete placed between the steel molds 1 and the horizontal load during work. In FIG. 7, 64 is a width determining material for determining the width between the opposing steel molds 1, and 65 is a separator. The width determining material 64 determines the distance between the opposing steel molds 1, and The steel molds 1 are fastened and fixed by a separator 65. Reference numeral 66 denotes a mounting bracket for fixing the horizontal butterfly material 3 to the vertical butterfly material 2, and 67 and 68 denote the interval between the opposing vertical butterfly materials 2, that is, the interval between the steel molds 1. It is a support member and a fastening bolt for holding. In FIG. 7, the erection adjustment support 63 is provided only on the steel mold 1 on the right side in the figure, but is actually provided on both sides.

以上のようにして本実施形態の鋼製型枠装置を組み上げ、対向する鋼製型枠1間にコンクリートを打設する。コンクリート打設後、冬季等の低温時には、発熱シート41に通電させる一方、夏季等の高温時には、発熱シート41に通電せずにコンクリートの養生を行う。これにより、年間を通じて常に最適なコンクリートの養生温度を保ちつつ、コンクリート躯体を養生することができるので、打設したコンクリートを脱型するときの圧縮強度が10N/mm以上という所望の圧縮強度になるまでの期間、すなわちコンクリートの初期強度発現までの期間が長くなることなく、予定通りの日数で脱型が可能となる。 As described above, the steel formwork apparatus of the present embodiment is assembled, and concrete is placed between the opposing steel formwork 1. After placing the concrete, the heating sheet 41 is energized at a low temperature such as in winter, while the concrete is cured without energizing the heating sheet 41 at a high temperature in summer. As a result, the concrete frame can be cured while always maintaining the optimum concrete curing temperature throughout the year, so that the compression strength when demolding the placed concrete is 10 N / mm 2 or more. It is possible to remove the mold within the planned number of days without increasing the period until the initial strength, ie, the period until the initial strength of the concrete is developed.

従って、本発明の鋼製型枠装置によれば、発熱シート41や遮熱シート42などの養生部材を鋼製型枠1の裏面1aに固定させる手段として、流体の入出により膨縮する膨縮部材5を採用したので、従来技術のように、金属製の固定金物やマグネットを使用する必要もなく、また、鋼製型枠1の裏面1aに形成された複数のリブ間の全てに断熱材等の養生部材を嵌め込む作業も不要になる。よって、作業性も良く、安価で、かつ、効率良く、養生部材を鋼製型枠1の裏面1aに固定することができる。   Therefore, according to the steel mold apparatus of the present invention, as a means for fixing the curing members such as the heat generating sheet 41 and the heat shielding sheet 42 to the back surface 1a of the steel mold 1, the expansion and contraction that expands and contracts by entering and exiting the fluid is performed. Since the member 5 is adopted, there is no need to use a metal fixed hardware or magnet as in the prior art, and a heat insulating material is provided between all the ribs formed on the back surface 1a of the steel mold 1. The operation | work which inserts curing members, such as, becomes unnecessary. Therefore, the curing member can be fixed to the back surface 1a of the steel mold 1 with good workability, low cost, and efficiency.

また、発熱シート41および遮熱シート42を鋼製型枠1の裏面1aに固定する場合でも、流体によって膨張状態にある膨縮部材は弾力性を有しているため、発熱シート41中の発熱体(加熱体)41aや配線等を損傷させずに固定することができる。さらに、膨縮部材5により、発熱シート41は鋼製型枠1の裏面1aに対して一様に押し当てられて固定するため、コンクリートの凝固状態がほぼ均一となり、強度にムラが生じ難くなることから、コンクリート躯体の品質も向上する。   Even when the heat generating sheet 41 and the heat shielding sheet 42 are fixed to the back surface 1 a of the steel mold 1, the expansion / contraction member that is in an expanded state by the fluid has elasticity, so the heat generated in the heat generating sheet 41 is generated. The body (heating body) 41a, wiring, etc. can be fixed without damaging them. Furthermore, since the heat generating sheet 41 is uniformly pressed against and fixed to the back surface 1a of the steel mold 1 by the expansion / contraction member 5, the solidified state of the concrete becomes almost uniform, and unevenness in strength is less likely to occur. Therefore, the quality of the concrete frame is also improved.

また、本実施形態において、膨縮部材5に注入した空気は、金属よりも熱伝導率が大幅に低く、保温性(断熱性)も高いため、金属性の固定金物やマグネットで養生部材を固定するよりもコンクリート躯体の熱が外に逃げにくい。また、現場にあるコンプレッサーを利用することができるため、管理や取り扱いが容易であり、工事終了後にその空気を排出しても、現場の環境に悪影響を及ぼすようなことがなく、環境性の点でも優れている。   Further, in this embodiment, the air injected into the expansion / contraction member 5 has a heat conductivity significantly lower than that of metal and high heat insulation (heat insulation), so the curing member is fixed with a metallic fixed hardware or magnet. It is harder for the heat of the concrete frame to escape to the outside. In addition, since the compressor at the site can be used, it is easy to manage and handle. Even if the air is exhausted after the construction is completed, the site environment is not adversely affected. But it ’s excellent.

以上のことから、本発明の鋼製型枠装置によれば、従来技術よりも加熱性および保温性が向上し、特に、冬季や寒冷地のような低温環境下での型枠工事において、打設したコンクリートの初期凍害を防止することや、そのコンクリートの初期養生における強度発現を促進することが可能となる。そして、「建築工事標準仕様書・同解説 JASS5 鉄筋コンクリート工事」の改訂に伴って、打設したコンクリートを脱型するときの圧縮強度の基準値が変更されたが、前述のようにコンクリート躯体に対し、効率的で品質が向上するようなコンクリートの養生が可能になったため、型枠の存置期間が延びることなく、予定通りの期間で脱型が可能となる。   From the above, according to the steel formwork apparatus of the present invention, the heatability and heat retention are improved as compared with the prior art, especially in formwork construction in a low temperature environment such as winter and cold districts. It becomes possible to prevent the initial frost damage of the installed concrete and to promote the strength development in the initial curing of the concrete. The standard value of compressive strength when demolding the placed concrete was changed in accordance with the revision of “Standard Specification for Building Work / Same Explanation JASS5 Reinforced Concrete Work”. Since the concrete can be cured efficiently and the quality is improved, it is possible to remove the mold in a predetermined period without extending the period of time for the formwork.

なお、本実施形態では、鋼製型枠1の裏面1a側における複数の縦バタ材2間において、膨縮部材5により鋼製型枠1の裏面1aに押し当てて固定される養生部材として、発熱シート41および遮熱シート42を例に挙げて説明したが、これら養生部材についてはシート状のものでなくても良く、例えば、保温部材として示した断熱材43のような矩形のタイル(ブロック)状のようなものでも良い。   In the present embodiment, as a curing member that is pressed against and fixed to the back surface 1a of the steel mold frame 1 by the expansion / contraction member 5 between the plurality of vertical flap members 2 on the back surface 1a side of the steel mold frame 1, Although the heat generating sheet 41 and the heat shielding sheet 42 have been described as examples, these curing members do not have to be sheet-like, for example, rectangular tiles (blocks such as the heat insulating material 43 shown as the heat retaining member) ).

また、本実施形態では、鋼製型枠1の裏面1a側における複数の縦バタ材2間に発熱シート41を設けた事例について説明したが、その発熱シート41を鋼製型枠1の表面1b側、すなわちコンクリートの打設面側に設けても良い。その際、鋼製型枠1の裏面1a側の縦バタ材2間には、遮熱シート42のみ、あるいは保温材43または保温シート等と遮熱シート42を設けるようにして良い。   Moreover, although this embodiment demonstrated the example which provided the heat generating sheet 41 between the some vertical flap materials 2 in the back surface 1a side of the steel formwork 1, the heat generating sheet 41 was used for the surface 1b of the steel formwork 1. You may provide in the side, ie, the concrete casting surface side. At this time, only the heat insulating sheet 42 or the heat insulating material 43 or the heat insulating sheet and the heat insulating sheet 42 may be provided between the vertical flaps 2 on the back surface 1 a side of the steel mold 1.

さらに、本実施形態では、中高層マンション等のコンクリート壁を構築する場合の施工を例示して説明したが、本発明の鋼製型枠装置はこれに限定されるわけではなく、例えば、擁壁や橋脚、水路等の鉄筋コンクリート構造物にも適用可能であることは言うまでもない。   Furthermore, in the present embodiment, the construction in the case of constructing a concrete wall such as a mid-to-high-rise apartment has been described as an example, but the steel formwork apparatus of the present invention is not limited to this, for example, a retaining wall or Needless to say, the present invention can also be applied to reinforced concrete structures such as piers and waterways.

1 鋼製型枠
1a 裏面
1b 表面
2 縦バタ材
21 開口部
3 横バタ材
41 発熱シート(発熱部材・養生部材)
42 遮熱シート(遮熱部材・養生部材)
43 断熱材(保温部材・養生部材)
5 エアーチューブ(膨縮部材)
DESCRIPTION OF SYMBOLS 1 Steel formwork 1a Back surface 1b Surface 2 Vertical flap material 21 Opening part 3 Horizontal flap material 41 Heat generating sheet (heating member / curing member)
42 Heat shield sheet (heat shield member / curing member)
43 Insulation (heat insulation and curing materials)
5 Air tube (expansion / contraction member)

Claims (3)

裏面側に複数の縦バタ材が水平方向に沿って所定間隔ごとにそれぞれ接合されるとともに、当該縦バタ材に、その材軸方向に沿って複数の横バタ材がそれぞれ固定される鋼製型枠を用いてコンクリート躯体を構築する鋼製型枠装置であって、
前記複数の横バタ材は、前記鋼製型枠の裏面に対し隙間を有する状態で前記複数の縦バタ材に固定され、
当該隙間における前記複数の縦バタ材間にコンクリートの養生部材を設けるとともに、
前記養生部材と前記複数の横バタ材との間に、流体の入出により膨縮する膨縮部材を設け、
当該膨縮部材の膨張により前記養生部材が前記鋼製型枠の裏面に押し当てられて固定する、
ことを特徴とする鋼製型枠装置。
A steel mold in which a plurality of vertical butter materials are joined to the back surface side at predetermined intervals along the horizontal direction, and a plurality of horizontal butter materials are fixed to the vertical butter material along the material axis direction, respectively. A steel formwork apparatus for constructing a concrete frame using a frame,
The plurality of horizontal butter materials are fixed to the plurality of vertical butter materials in a state having a gap with respect to the back surface of the steel mold,
While providing a concrete curing member between the plurality of vertical flaps in the gap,
An expansion / contraction member that expands / contracts by entering and exiting the fluid is provided between the curing member and the plurality of horizontal flap materials,
The curing member is pressed against and fixed to the back surface of the steel mold by expansion of the expansion / contraction member,
The steel formwork apparatus characterized by the above-mentioned.
請求項1記載の鋼製型枠装置において、
前記流体が、空気である、
ことを特徴とする鋼製型枠装置。
The steel mold apparatus according to claim 1, wherein
The fluid is air;
The steel formwork apparatus characterized by the above-mentioned.
請求項1または請求項2記載の鋼製型枠装置において、
前記養生部材が、
発熱部材、保温部材、および遮熱部材のいずれか一つ以上を備えている、
ことを特徴とする鋼製型枠装置。
In the steel mold apparatus of Claim 1 or Claim 2,
The curing member is
Including any one or more of a heat generating member, a heat retaining member, and a heat shield member,
The steel formwork apparatus characterized by the above-mentioned.
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016131746A1 (en) * 2015-02-18 2016-08-25 Peri Gmbh Add-on part for a formwork, and formwork having an add-on part
CN113202018A (en) * 2021-05-07 2021-08-03 中交一公局集团有限公司 Pin-connected panel pier steel mould
CN115094762A (en) * 2022-06-28 2022-09-23 保利长大工程有限公司 Concrete electric heating heat-preservation template device for bridge pier column and using method thereof

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61155553U (en) * 1985-03-08 1986-09-26
JPH01115884A (en) * 1987-10-29 1989-05-09 Penta Ocean Constr Co Ltd Method for initially curing concrete

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61155553U (en) * 1985-03-08 1986-09-26
JPH01115884A (en) * 1987-10-29 1989-05-09 Penta Ocean Constr Co Ltd Method for initially curing concrete

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016131746A1 (en) * 2015-02-18 2016-08-25 Peri Gmbh Add-on part for a formwork, and formwork having an add-on part
RU2664081C1 (en) * 2015-02-18 2018-08-15 Пери Гмбх Hookup element for formwork and formwork with the hookup element
CN113202018A (en) * 2021-05-07 2021-08-03 中交一公局集团有限公司 Pin-connected panel pier steel mould
CN113202018B (en) * 2021-05-07 2022-10-14 中交一公局集团有限公司 Pin-connected panel pier steel mould
CN115094762A (en) * 2022-06-28 2022-09-23 保利长大工程有限公司 Concrete electric heating heat-preservation template device for bridge pier column and using method thereof

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