JP2005248473A - Structure of embedded form holder made of concrete - Google Patents
Structure of embedded form holder made of concrete Download PDFInfo
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- JP2005248473A JP2005248473A JP2004057619A JP2004057619A JP2005248473A JP 2005248473 A JP2005248473 A JP 2005248473A JP 2004057619 A JP2004057619 A JP 2004057619A JP 2004057619 A JP2004057619 A JP 2004057619A JP 2005248473 A JP2005248473 A JP 2005248473A
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Abstract
Description
本発明は、型枠を用いてコンクリート構造物を製作する際になどに使用するコンクリート製の埋込式型枠保持具に関し、更に詳しくはコンクリート打設するに際して型枠を一定間隔に保持する為に用いられる型枠固定用のセパレーターの両端部に取付けられるコンクリート製の埋込式型枠保持具の構造に関するものである。 The present invention relates to a concrete embedded mold holder used for producing a concrete structure using a mold, and more particularly, to hold a mold at a predetermined interval when placing concrete. The present invention relates to the structure of a concrete embedded mold holder which is attached to both ends of a separator for fixing a mold used in the above.
従来、一定間隔のコンクリート型枠を組み立てる際に使用する型枠の保持具には埋込式の物と打設後に取り外す物とがあり、これら型枠の保持具には様々な発明と開発が加えられている。 Conventionally, there are two types of mold holders used for assembling concrete molds at regular intervals: one that can be embedded and one that is removed after placement. It has been added.
型枠の距離を一定にする一手段としては、セパレーターと呼ばれる長ボルトを一定間隔で型枠に取り付ける方法が多く採用されており、またこのセパレーターを固定する為に、接続ナットを埋め込んだプラスチック製の型枠保持具を使用するのが一般的な方法である。しかしこの方法で施工するとコンクリート型枠の脱型後に仕上り面に残る型枠保持具の抜き取り跡はモルタル等を使用して補修するといった煩雑な補修作業が必要で有った。 As a means to keep the distance of the formwork constant, a method of attaching long bolts called separators to the formwork at regular intervals is often used, and in order to fix this separator, it is made of plastic with embedded connection nuts It is common practice to use a formwork holder. However, when this method is used, it has been necessary to perform complicated repair work such as repairing the trace of the mold holder that remains on the finished surface after demolding the concrete mold using mortar or the like.
近年では、上述の補修作業を無くすことができ、更には抜き取った器具の最終的な処分の際にも産業廃棄物が発生しないなどの理由により埋込式の型枠保持具を使用する工法が採用されるようになってきている。 In recent years, the above-described repair work can be eliminated, and furthermore, there is a construction method using an embedded mold holder for the reason that industrial waste is not generated even at the time of final disposal of the removed instrument. It has been adopted.
代表的な埋込式の型枠保持具としては、コンクリートと同色のプラスチックを主材料とした物や、コンクリートまたはモルタルを主材料とした物が挙げられるが、コンクリートとは異質のプラスチック製埋込式型枠保持具などを使用すると、コンクリートに残された保持具とコンクリートの隙間からの漏水や雨水の浸入などが発生し、コンクリート構造物に悪影響を与える事が懸念されている。 Typical embedding mold holders include plastics of the same color as concrete and those made of concrete or mortar as the main material. When using a formwork holder, there is a concern that water leaks from the gap between the holder left in the concrete and the intrusion of rain, and rainwater enters, which adversely affects the concrete structure.
さらに上述の埋込式型枠保持具を固定するに際し、インパクトレンチ等を使用すると、締め付けによる過大な圧縮力や回転力によって、合板製型枠にこれら埋込式の枠保持具が食い込み、コンクリート打設後に型枠を外した際、仕上り面に埋込式型枠保持具が突出し凸部と成って現れ補修作業が必要となる場合がある。またコンクリート製の型枠保持具においては、締め付け過ぎによって保持具自体が破損するといった問題も多く発生している。 Further, when an impact wrench or the like is used to fix the above-described embedded form holder, the embedded form holder retains the plywood formwork due to excessive compressive force or rotational force caused by tightening. When the formwork is removed after the placement, there is a case where the embedded formwork holder protrudes from the finished surface and forms a convex portion, which requires repair work. Moreover, in the formwork holder made of concrete, there are many problems that the holder itself is damaged due to excessive tightening.
本発明に係るコンクリート製の埋込式型枠保持具は、型枠組み付けの際にも合板の製型枠に保持具が食い込み難く、締付の際に発生する圧縮力や回転力に対しても、保持具自体が破損し難い構造のコンクリート製型枠保持具を製作し提供することにある。 The concrete embedded mold holder according to the present invention is difficult for the holder to bite into the plywood mold even when the mold is attached, and to the compressive force and rotational force generated during tightening. Another object is to produce and provide a concrete formwork holder having a structure in which the holder itself is not easily damaged.
これらの課題を解決するためのコンクリート製埋込式型枠保持具の構造として、型枠接地面にかかる圧縮力を少なくして、型枠組付けの際の締め込みによって生ずる埋込式型枠保持具の突出を軽減し、保持具の内部に埋設された金属ナットの回転しようとする際に発生する作用力による破損を防ぐための手段として、引張強さ及び引き裂き強さに優れ、薄く軽量でコンクリートの付着性が高くコンクリートに対して悪影響を与えない材質として繊維を原料とした不織布のシートを保持具の内部に埋め込むことで、保持具自体が破損し難い構造のコンクリート製型枠保持具提供することができる。 As a structure of a concrete embedded formwork holder for solving these problems, the compressive force applied to the formwork grounding surface is reduced, and the embedded formwork holding caused by tightening when the formwork is assembled. As a means to reduce the protrusion of the tool and prevent damage due to the action force generated when trying to rotate the metal nut embedded in the holder, it is excellent in tensile strength and tear strength, thin and lightweight Providing a concrete formwork holder with a structure that prevents the holder itself from being damaged by embedding a non-woven sheet made of fiber as a material with high adhesion to concrete and does not adversely affect the concrete. can do.
型枠設置面積が500mm2以上ある埋込式型枠保
請求項1に係る発明によれば、持具を使用してコンクリート構造物を製作する際、通常のインパクトレンチ等による締め付けトルク即ち1200Kgf/cm2以下で施工すれば、コンクリート仕上り面に凸部の無い均一な仕上り面を得ることが可能である。
According to the invention mold footprint according to implantable mold coercive claim 1 which is 500 mm 2 or more, in fabricating the concrete structure using a lifting tool, the tightening torque by conventional impact wrench, etc. That is 1200 Kgf / If the construction is performed at cm 2 or less, it is possible to obtain a uniform finished surface having no convex portion on the concrete finished surface.
そして請求項2に記載の発明によれば、型枠に組み付ける際の締付けによる破損の少ないコンクリート製埋込式型枠保持具を製作することが可能である。 According to the second aspect of the present invention, it is possible to manufacture a concrete embedded formwork holder that is less damaged by tightening when assembled to the formwork.
以下に本発明の好適な実施の形態を詳細に説明する。
図1は一般的に知られるコンクリート製の埋込式型枠保持具の代表的な構造でセパレーターd.と軸足e.を接続するための金属製ナットa.がコンクリート部分b.に埋め込まれた構造と成っており、型枠接地面c.には締付けによって生ずる圧縮力が全て掛かることになる。これによって、合板製型枠h.に埋込式型枠保持具がめり込む結果となり、また型枠接地面c.には摩擦力が生じているため埋設された金属ナットa.が回転しようとする放射状の作用力をコンクリート部分b.に与えており、更には保持具自体も破損する原因となっている。
Hereinafter, preferred embodiments of the present invention will be described in detail.
FIG. 1 shows a typical structure of a generally known concrete embedded mold holder, which is a separator d. And shaft foot e. Metal nut for connecting a. Is the concrete part b. Embedded in the mold ground contact surface c. All the compression force generated by tightening is applied to. Thus, a plywood formwork h. As a result, the embedded formwork holder is recessed and the formwork grounding surface c. Because of the frictional force, the buried metal nut a. The radial part of the concrete part b. In addition, the holder itself is also damaged.
従来の埋込式型枠保持具は、型枠接地面c.の面積が非常に少なく、型枠に作用する圧縮力は局部的に大きくなる。またインパクトレンチなどで締める際に掛かる力は凡そ1200Kgf/cm2以下であるが、型枠接地面c.にのみに力が集中するので設地面積が変わると1mm2あたりにかかる力も変わってくることとなる。
しかしながら、埋込式型枠保持具の外形は作業の効率を考慮すると極力小さく作ることが好ましい。
Conventional embedded form holders have a mold ground contact surface c. Is very small, and the compressive force acting on the mold is locally increased. In addition, the force applied when tightening with an impact wrench is about 1200 Kgf / cm 2 or less, but the force concentrates only on the formwork grounding surface c. Therefore, the force per 1 mm 2 changes as the site area changes. It will be.
However, it is preferable to make the outer shape of the embedded mold holder as small as possible in consideration of work efficiency.
そこで本発明では、一般的に使用されている厚さ12mmの合板製型枠に対して1200Kgf/cm2の圧縮力を掛けその面積を変えて合板に与える影響を調べ、埋込式型枠保持具の型枠接地面c.を検討する事とした。 Accordingly, in the present invention, a compression force of 1200 kgf / cm 2 is applied to a commonly used 12 mm thick plywood formwork to change its area, and the effect on the plywood is examined to hold the embedded formwork. We decided to examine the formwork contact surface c.
圧縮力をかける面積は、250mm2・300mm2・350mm2・400mm2・450mm2・500mm2・550mm2・600mm2の8通りとし合板に0.2mm以上の凹ができた場合は不合格とした。 Area to apply a compressive force, when 250mm 2 · 300mm 2 · 350mm 2 · 400mm 2 · 450mm 2 · 500mm 2 · 550mm 2 · 600mm and eight of 2 can 0.2mm or more concave plywood and rejected did.
表1は上記の結果を示したもので、いずれも500mm2以下では0.2mm以上の凹が発生し不合格であった。 Table 1 shows the above-mentioned results. In all cases, a recess of 0.2 mm or more was generated and rejected at 500 mm 2 or less.
この実験結果より、合板型枠に接地する埋込式型枠保持具の面積を500mm2以上とすれば、型枠保持具が型枠に食い込み仕上り面に現れる凸部を減少させる事が可能であるので、本発明のコンクリート製埋込式型枠保持具の型枠接地面はの直径を30mmとし、軸足e.を通す穴である直径14mmの空洞を差し引いても、有効面積が552.64mm2になる構造とした。 From this experimental result, if the area of the embedded mold holder that is in contact with the plywood mold is 500 mm 2 or more, the mold holder can bite into the mold and reduce the protrusions that appear on the finished surface. Therefore, the diameter of the mold ground contact surface of the concrete embedded mold holder of the present invention is set to 30 mm, and the shaft foot e. Even if a cavity with a diameter of 14 mm, which is a hole through which a hole is passed, is subtracted, the effective area is 552.64 mm 2 .
次に、コンクリート製埋込式型枠保持具の締付けによる破損を減少させるため、図2に示す通りコンクリート部分b.に埋め込む金属ナットa.の周りに、強度を増すための骨材として、不織布でできた繊維シートをf.を円形状に切り抜いてセットし、埋め込んで形成することで、締め付けによる圧縮力と埋込式型枠保持具に埋設された金属ナットが回転しようとする際に発生する放射状の作用力を抑えることが可能である。 Next, in order to reduce the damage caused by tightening the concrete embedded form holder, the concrete part b. Metal nut to be embedded in a. A fiber sheet made of non-woven fabric is used as an aggregate to increase strength around the f. By cutting and setting into a circular shape and embedding it, the compressive force due to tightening and the radial action force generated when the metal nut embedded in the embedded formwork holder tries to rotate are suppressed. Is possible.
本発明によるコンクリート製埋込式型枠保持具の具体的な製造方法としては、図3にあるように製作用の金型g.に予めセットされた金属性ナットa.の中間部分に不織布でできた繊維シートf.を取り付けておき、モルタル等を流し込んで形成し、一定時間養生を行った後金型g.より取り出す事により完成する。 As a concrete manufacturing method of the concrete embedded form holder according to the present invention, as shown in FIG. Metal nut a. Fiber sheet made of non-woven fabric in the middle part of f. , Mortar and the like poured into the mold, and after curing for a certain period of time g. It is completed by taking out more.
本発明では、引張強さ及び引き裂き強さに優れ、薄く軽量なデュポン株式会社製の高性能不織布を採用したが、コンクリートに対して馴染みが良く影響を与えない材質でできていて同等の性能を有する物であれば、好適に使用することができる。
In the present invention, a thin and lightweight high-performance nonwoven fabric made by DuPont Co., Ltd., which is excellent in tensile strength and tear strength, is adopted, but it is made of a material that does not affect the concrete well and has the same performance. If it has, it can be used conveniently.
a.軸足とセパレーターを接続する為の金属ナット
b.コンクリート製埋込式型枠保持具のコンクリート本体部分
c.埋込式型枠保持具の型枠接地部分
d.セパレーター
e.軸足
f.不織布でできた繊維シート
g.コンクリート製型枠保持具製作のための金型
h.合板製型枠
a. Metal nut for connecting shaft foot and separator
b. Concrete body part of concrete embedded formwork holder
c. Formwork grounding part of embedded formwork holder
d. separator
e. Pivot foot
f. Non-woven fiber sheet
g. Mold for making concrete formwork holder
h. Plywood formwork
Claims (2)
When fixing a concrete embedded form holder to a formwork, damage to the holder itself, such as cracking of a concrete embedded form holder, which is caused by compressive or rotational force due to tightening, is greatly reduced. The structure of an embedded formwork holder made of concrete.
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5832689B1 (en) * | 2015-08-05 | 2015-12-16 | 鹿島建設株式会社 | Method for manufacturing concrete structure, friction reducing member, and formwork structure for concrete structure |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5832689B1 (en) * | 2015-08-05 | 2015-12-16 | 鹿島建設株式会社 | Method for manufacturing concrete structure, friction reducing member, and formwork structure for concrete structure |
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