JP4658992B2 - Method of forming self-hardening material with concrete - Google Patents

Method of forming self-hardening material with concrete Download PDF

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JP4658992B2
JP4658992B2 JP2007108103A JP2007108103A JP4658992B2 JP 4658992 B2 JP4658992 B2 JP 4658992B2 JP 2007108103 A JP2007108103 A JP 2007108103A JP 2007108103 A JP2007108103 A JP 2007108103A JP 4658992 B2 JP4658992 B2 JP 4658992B2
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self
concrete
fixed mold
molding
hardening material
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JP2008265044A (en
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康之 早川
久幸 松尾
修二 倉木
高志 石川
昇 坂田
剛紀 平石
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Kajima Corp
Nippon Concrete Industries Co Ltd
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Nippon Concrete Industries Co Ltd
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Description

本発明は、コンクリートによる自硬性物質の成形方法に関するものである。 The present invention relates to a method for molding a self-hardening material with concrete.

コンクリートまたはコンクリート製品の成形用型枠として、固定型枠と可動型枠の組合せからなるものは、下記特許文献等にも示すように種々ある。   There are various types of molds for molding concrete or concrete products, which are composed of combinations of fixed molds and movable molds, as shown in the following patent documents.

実開昭53−46355号公報Japanese Utility Model Publication No. 53-46355 実開平5−26309号公報Japanese Utility Model Publication No. 5-26309 特開2001−287214号公報JP 2001-287214 A 特開平9−290414号公報JP-A-9-290414

これらは内枠を固定型枠とし、側枠を可動型枠として、側枠の下側を軸着して開閉できるようにしたものである。   In these, the inner frame is a fixed mold frame, the side frame is a movable mold frame, and the lower side of the side frame is pivotally attached so that it can be opened and closed.

また、コンクリートの成型時に、コンクリートが巻き込む空気量を抑制できる成形方法として、管などの無機質コンクリート成形体を成形するための型枠を垂直配置して、遠心成型する方法がある(例えば、下記特許文献5、6参照)。   In addition, as a molding method that can suppress the amount of air that the concrete entrains when molding concrete, there is a method in which a mold for molding an inorganic concrete molded body such as a pipe is vertically arranged and centrifugally molded (for example, the following patents) References 5 and 6).

また、前記成形方法として、型枠の下部位置からコンクリートを強制注入して上方へ強制移動させることでコンクリート成形体を得る方法がある(例えば、特許文献7、8、9参照)。   Further, as the molding method, there is a method of obtaining a concrete molded body by forcibly injecting concrete from the lower position of the mold and forcibly moving it upward (see, for example, Patent Documents 7, 8, and 9).

さらに、前記成形方法として、立設した型枠の上部から注入導管を下方部位まで垂下し、コンクリートを充填しながら、注入導管を上昇させる方法が提案されている(例えば特許文献10参照)。   Furthermore, as the forming method, a method has been proposed in which the injection conduit is lowered from the upper part of the standing mold to the lower part, and the injection conduit is raised while filling with concrete (for example, see Patent Document 10).

特開平6ー193776号公報(第3頁、図1)Japanese Patent Laid-Open No. 6-193976 (page 3, FIG. 1) 特開平8−39534号公報(第3頁、図2)JP-A-8-39534 (3rd page, FIG. 2) 特開平5−520411号公報(第2頁、図2)JP-A-5-520411 (2nd page, FIG. 2) 特開平5−293815号公報(第3頁、図1)Japanese Patent Laid-Open No. 5-293815 (page 3, FIG. 1) 特開平5−293817号公報(第3頁、図1)JP-A-5-293817 (page 3, FIG. 1) 特開2005−200849号公報(第5頁、図4―6)Japanese Patent Laying-Open No. 2005-200849 (5th page, FIG. 4-6)

前記特許文献1〜4に示す固定型枠と可動型枠の組合せからなる型枠はすべて、脱型の容易性を考慮して可動型枠とするものであり、コンクリート打設時の型枠内空間は固定されるものである。   All the molds formed by combining the fixed molds and the movable molds shown in Patent Documents 1 to 4 are movable molds in consideration of the ease of demolding, and the inside of the molds when placing concrete Space is fixed.

特許文献5〜10の技術にあっては、空気の混入の抑制効果はある程度期待できるが、注入コンクリートに急激に直接外力が作用することから、空気混入の防止には、限界があり、成形物の表面に空気残存の気泡痕跡の所謂「まめ」が生じ、品質に課題がある。   In the techniques of Patent Documents 5 to 10, the effect of suppressing air mixing can be expected to some extent, but since external force acts directly on the poured concrete, there is a limit to the prevention of air mixing, and the molded product. A so-called “blister” of residual air bubbles remains on the surface of the glass, and there is a problem in quality.

さらに、型枠の下部一側から型枠内にコンクリートを強制挿入する従来技術にあっては、型枠一側から型枠内に供給されたコンクリートは、型枠内で2分され、2方向のコンクリートが型枠一側から型枠内周面に沿って移動した後、型枠他側内にて合流するので、その合流部分でコンクリート同士が接触することによって空洞や界面が形成され、界面直下ではコンクリートの連続性が失われ、硬化後の強度的な弱点となる問題がある。   Furthermore, in the prior art in which concrete is forcibly inserted into the formwork from the lower side of the formwork, the concrete supplied into the formwork from the side of the formwork is divided into two parts in the formwork. After the concrete moves from one side of the formwork along the inner periphery of the formwork, it merges in the other side of the formwork. Immediately below, the continuity of the concrete is lost, and there is a problem that it becomes a strength weakness after hardening.

型枠内にコンクリートを挿入するためのポンプなどのコンクリート圧送装置も必要となる。   A concrete pumping device such as a pump for inserting concrete into the formwork is also required.

一方、特開2000−7395号公報などに示すPVA繊維(Polyvinyl Alcohol 系繊維,通称ビニロン繊維と呼ばれている)を配合した高靱性セメント系繊維補強セメント複合材料は、自己充填タイプ(流し込み)のものであり、モルタルと同様に型枠に流し込みで充填することができるが、高粘性・高流動性を有するため、薄い成形品を作るための扁平な狭い空間には充分回りきらないことが多い。   On the other hand, a high toughness cement-based fiber reinforced cement composite material blended with PVA fibers (Polyvinyl Alcohol-based fibers, commonly called vinylon fibers) shown in Japanese Patent Application Laid-Open No. 2000-7395 is a self-filling type (casting). As with mortar, it can be filled by pouring into a mold, but because it has high viscosity and high fluidity, it often does not wrap around a flat, narrow space to make a thin molded product. .

さらに、高靱性セメント系繊維補強セメント複合材料を急激に型枠内に注入したり、遠心力を加えた場合には、繊維の偏積が発生し、品質低下となる。   Furthermore, when a high toughness cement-based fiber reinforced cement composite material is rapidly injected into a mold or a centrifugal force is applied, an uneven fiber is generated, resulting in a reduction in quality.

前記型枠の下部位置からコンクリートを強制注入して上方へ強制移動させることで成形物を得る方法にあっては、移動中において、コンクリート材料の繊維類は、重力の作用により、コンクリート内における位置制御が行われ、成形物内に安定して分散する可能性が期待できるが、コンクリートの注入に伴い、注入圧力を高く保持する必要があることから、型枠の剛性を高くしなければならないとともに、連続してコンクリートを注入する必要があるため、管理が難しいなどの問題がある。また、高圧での連続注入を可能とする高価なポンプを必要とする問題がある。   In the method of obtaining a molding by forcibly injecting concrete from the lower position of the formwork and forcibly moving it upward, the fibers of the concrete material are positioned in the concrete by the action of gravity during the movement. Control is performed and the possibility of stable dispersion in the molded product can be expected. However, since the injection pressure must be kept high as the concrete is injected, the rigidity of the mold must be increased. Because it is necessary to inject concrete continuously, there are problems such as difficult management. Further, there is a problem that an expensive pump that enables continuous injection at a high pressure is required.

一方、連続注入ができない場合は、成形物の品質低下の一要因になり、また、型枠の剛性を高めることは、高価な型枠を必要とし経済的に劣るので、型枠の剛性を高めないまま高圧注入をすると、型枠の変形による成形物の品質低下が生じる問題がある。   On the other hand, if continuous injection is not possible, it will be a factor in reducing the quality of the molded product, and increasing the rigidity of the formwork will require an expensive formwork and will be economically inferior. If high-pressure injection is performed without any problem, there is a problem that the quality of the molded product is deteriorated due to deformation of the mold.

本発明の目的は前記従来例の不都合を解消し、高粘性・高流動性を有するコンクリートによる自硬性物質を成形させるのに、空気混入防止効果が高く、自硬性物質を確実に成形空間に移動させて、材料を均一に分散でき、また、成形精度を高めることができるコンクリートによる自硬性物質の成形方法を提供することにある。 The object of the present invention is to eliminate the inconveniences of the conventional examples, and to form a self-hardening material with concrete having high viscosity and high fluidity, has a high effect of preventing air mixing, and reliably moves the self-hardening material to the forming space. Thus, an object of the present invention is to provide a method for molding a self-hardening substance with concrete capable of uniformly dispersing the material and improving molding accuracy.

前記目的を達成するため本発明は、第1に、左右両側に側壁板を備え、充填する高粘性・高流動性を有するコンクリートによる自硬性物質を収容できるように側壁板で囲む深さ空間を有する固定型枠に対して、固定型枠に下端部を軸着し、自硬性物質を挟み込むようにしてこの固定型枠の深さ空間に入り込み、かつ、固定型枠側に移動して最終には必要とする成形空間を得る可動型枠とからなるコンクリートによる自硬性物質の成形用型枠を使用し、固定型枠に対して可動型枠を開き、また、可動型枠は固定型枠の側壁板で囲む深さ空間に入り込んでいる状態で、固定型枠内にコンクリートによる自硬性物質を充填し、可動型枠を固定型枠側に移動させ、その結果、充填した自硬性物質は展伸され、最終的には、最終可動位置まで移動した可動型枠と固定型枠とで構成される成形空間と同じ形状の成形体を製造することを要旨とするものである。 In order to achieve the above object, according to the present invention, firstly, there is provided a side wall plate on both the left and right sides, and a depth space surrounded by the side wall plate so as to accommodate a self-hardening material made of concrete having high viscosity and high fluidity to be filled. The lower end of the fixed mold frame is pivotally attached to the fixed mold frame, the depth of the fixed mold frame is entered so as to sandwich the self-hardening material, and the fixed mold frame is finally moved to the fixed mold frame side. uses molding form of self-hardening material by concrete consisting of a movable mold to obtain a molding space that requires opening the movable mold with respect to the fixed mold, also movable formwork fixed formwork in a state that has entered the depth space surrounded by side walls, filling the self-hardening material by concrete in a fixed mold, by moving the movable mold to the stationary mold side, as a result, self-hardening substance filled Exhibition Can be moved to the final movable position. It is an summarized in that to produce a molded body having the same shape as the molding space formed by the mold and the fixed mold.

第2に、可動型枠は固定型枠の両面側に設けること、第3に、対面する可動型枠と固定型枠の少なくとも一方は曲面形状であることを要旨とするものである。   Second, the movable mold is provided on both sides of the fixed mold, and third, at least one of the movable mold and the fixed mold facing each other has a curved shape.

請求項1記載の本発明によれば、固定型枠と可動型枠で形成される空間に、高粘性・高流動性を有するコンクリートによる自硬性物質を投入し、可動型枠を固定型枠側に移動させて成形する。このとき、自硬性物質は、固定型枠と可動型枠で形成される空間を移動し、最終的には、最終可動位置まで移動した可動型枠と固定型枠とで構成される空間と同じ形状の成形体が製造できる。しかも、可動型枠の移動速度を制御することで、自硬性物質の移動を低速で徐々に行うことができ、材料の均一な分散性すなわち均一な配向性を確保できる。 According to the first aspect of the present invention, a self-hardening material made of concrete having high viscosity and high fluidity is introduced into a space formed by the fixed mold frame and the movable mold frame, and the movable mold frame is placed on the fixed mold frame side. Move to shape. At this time, the self-hardening substance moves in the space formed by the fixed mold frame and the movable mold frame, and finally the same as the space formed by the movable mold frame and the fixed mold frame moved to the final movable position. Shaped shaped bodies can be produced. Moreover, by controlling the moving speed of the movable mold, the self-hardening substance can be moved slowly at a low speed, and uniform dispersibility of the material, that is, uniform orientation can be ensured.

さらに、材料の落下などの急速移動により発生する空気混入を防止する効果が高く、真空箇所や空気の巻込みによる空洞の発生を防止でき、また、自硬性物質面を均一レベルの状態で移動させることによって界面の発生を防止できるので、空洞や界面直下での材料の不連続性による強度的な問題を解決できる。   In addition, it is highly effective in preventing air contamination caused by rapid movement of material, etc., can prevent the generation of cavities due to vacuum locations and air entrainment, and moves the self-hardening material surface in a uniform level. As a result, the generation of the interface can be prevented, and the strength problem due to the discontinuity of the material immediately below the cavity and the interface can be solved.

さらに、自硬性物質を高圧で連続注入するためのポンプおよび高剛性の型枠などの高価な製造設備や正確な連続注入管理を必要とすることなく、高品質の成形物を安価にかつ容易に成形できる。   In addition, high-quality moldings can be made inexpensively and easily without the need for expensive production equipment such as a pump for continuously injecting self-hardening substances at high pressure and high-rigid formwork and accurate continuous injection management. Can be molded.

また、自硬性物質を、固定型枠と可動型枠で形成される空間を移動させるのに、可動型枠は固定型枠に下端部を軸着し、可動型枠側に移動した際にコンクリートによる自硬性物質を挟み込むことで、確実に移動させることができる。 In addition, to move the self-hardening material in the space formed by the fixed mold and the movable mold, the movable mold is attached to the fixed mold and the lower end is pivotally attached. By sandwiching the self-hardening material by, it can be moved reliably.

請求項2記載の本発明によれば、可動型枠は固定型枠の両面側に設けることで、一度に得られる成形品の数を増やすことができる。   According to the second aspect of the present invention, by providing the movable mold on both sides of the fixed mold, the number of molded products obtained at a time can be increased.

請求項3記載の本発明によれば、曲面を有する成形品を作成することも可能となる。   According to the third aspect of the present invention, it is possible to produce a molded product having a curved surface.

以上述べたように本発明のコンクリートによる自硬性物質の成形方法は、高粘性・高流動性を有するコンクリートによる自硬性物質を成形させるのに、空気混入防止効果が高く、自硬性物質を確実に成形空間に移動させて、材料を均一に分散でき、また、成形精度を高めることができるものである。 As described above, the method for molding a self-hardening material with concrete according to the present invention has a high anti-air mixing effect to form a self-hardening material with concrete having high viscosity and high fluidity, and ensures the self-hardening material. By moving to the molding space, the material can be uniformly dispersed and the molding accuracy can be increased.

以下、図面について本発明の実施の形態を詳細に説明する。図1は本発明のコンクリートによる自硬性物質の成形方法で使用する成形用型枠の1実施形態を示す側面図、図2は同上要部の側面図、図3は同上斜視図で、本発明の型枠は、双方縦向きタイプの固定型枠1と可動型枠2の組合せからなり、図中3は台座4を設置するベースを示す。これらは全て鋼製のものとする。 Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. FIG. 1 is a side view showing one embodiment of a mold for molding used in the method for molding a self-hardening material with concrete according to the present invention, FIG. 2 is a side view of the main part of the same, and FIG. 3 is a perspective view of the same. The mold is composed of a combination of a vertically fixed type fixed mold 1 and a movable mold 2. Reference numeral 3 in the figure denotes a base on which the pedestal 4 is installed. These are all made of steel.

固定型枠1は、左右両側に側壁板5を備え、充填する高粘性・高流動性を有するコンクリートによる自硬性物質6を収容できるように側壁板5で囲む深さ空間7を有する。 Fixed frame 1 is provided with a side wall plate 5 on the left and right sides, it has a depth space 7 enclosed by side walls 5 to accommodate the self-hardening substance 6 by concrete having a high viscosity and high fluidity for filling.

これに対して、可動型枠2はその下端を軸8で固定型枠1の下端に軸着したものであり、前記固定型枠1の深さ空間7に入り込み、かつ、軸8を中心に固定型枠1側に移動して、最終には図2に示すように、固定型枠1との間で必要とする成形空間9を形成する。固定型枠1および可動型枠2は垂直に立設配置される。   On the other hand, the movable mold 2 has a lower end pivotally attached to the lower end of the fixed mold 1 with a shaft 8, enters the depth space 7 of the fixed mold 1, and is centered on the shaft 8. After moving to the fixed mold 1 side, finally, as shown in FIG. The fixed mold 1 and the movable mold 2 are vertically arranged upright.

本実施形態では、固定型枠1と可動型枠2の両方が成形面を曲面形状として前記成形空間9は偏平で湾曲したものであり、得られる成形品が薄い湾曲板である。   In this embodiment, both the fixed mold 1 and the movable mold 2 have curved surfaces as the molding surfaces, the molding space 9 is flat and curved, and the molded product obtained is a thin curved plate.

また、台座4はその上端脇に前記可動型枠2を軸着するものであり、軸着部から下方の可動型枠2の延設部にはガイドローラー10を取付け、これを台座4の裾部4a上に滑動させることで、可動型枠2の回動を容易ならしめる。   The pedestal 4 is for axially attaching the movable mold frame 2 to the upper side of the pedestal 4, and a guide roller 10 is attached to an extended portion of the movable mold frame 2 below the axially attached part. The movable mold 2 can be easily rotated by sliding on the portion 4a.

図中11は台座4に設けた可動型枠2の傾倒ストッパーであり、可動型枠2の延設部の下端角が当接することでそれ以上の傾倒を阻止する。   In the figure, reference numeral 11 denotes a tilt stopper of the movable mold 2 provided on the pedestal 4. The lower end corner of the extending part of the movable mold 2 abuts to prevent further tilting.

さらに、前記軸8はピンとして抜き差し可能であり、脱型や清掃時にこれを引き抜いて可動型枠2を取り外す。   Further, the shaft 8 can be inserted / removed as a pin, and the movable mold 2 is detached by pulling out the shaft 8 during demolding or cleaning.

可動型枠2は固定型枠1の両面側に設けるものであり、図3に示すように複数を並列させることで、多数枚の成形板を同時に得ることができる。図3においては、側壁板5の図示は省略するが、左右の端に設けるものである。   The movable mold 2 is provided on both sides of the fixed mold 1, and a plurality of molded plates can be obtained simultaneously by arranging a plurality of them in parallel as shown in FIG. In FIG. 3, illustration of the side wall plate 5 is omitted, but it is provided at the left and right ends.

さらに、固定型枠1はその中心部に厚さ調整材(アンコ)1aを配することもできる。   Further, the fixed mold 1 can be provided with a thickness adjusting material (ancho) 1a at the center thereof.

可動型枠2を回動させる機構としては、油圧ジャッキアームを利用することも考えられるが、図示の例ではワイヤー12を使用し、これを巻き上げ、巻き出すことで行うものとする。図中13はワイヤー12の巻き取り具であるワイヤーブロック、14はガイドローラーである。   As a mechanism for rotating the movable mold 2, it is conceivable to use a hydraulic jack arm. However, in the illustrated example, the wire 12 is used, which is wound up and unwound. In the figure, 13 is a wire block which is a winder of the wire 12, and 14 is a guide roller.

次に、前記型枠を使用した本発明のコンクリートによる自硬性物質の成形方法について説明する。自硬性物質としては高粘性・高流動性を有するコンクリートまたはモルタル等であればその種類を問わないが、一例として、前記のごとく、材令28日の硬化体の引張試験において引張ひずみが1%以上を示すクラック分散型の短繊維補強セメント複合材料であって、所定の条件を満たすPVA短繊維を、所定の調合マトリクスに、1越え3Vol.%の配合量で、3次元ランダムまたは2次元ランダムに配合した高靱性の繊維補強セメント複合材料(高靱性FRC材料)を対象とする。 Next, a method for forming a self-hardening material using the concrete of the present invention using the above-mentioned formwork will be described. The self-hardening substance may be of any kind as long as it is concrete or mortar having high viscosity and high fluidity. A crack dispersion type short fiber reinforced cement composite material having the above-described conditions, and PVA short fibers satisfying a predetermined condition are added to a predetermined blending matrix in a range of 1 to 3 Vol. % High-toughness fiber-reinforced cement composite material (high-toughness FRC material) blended three-dimensionally randomly or two-dimensionally at a blending amount of%.

固定型枠1に対して可動型枠2を図1に示すように開き、固定型枠1内にコンクリートによる自硬性物質6を充填する。なお、可動型枠2は固定型枠1の側壁板5で囲む深さ空間に入り込んでいるので、自硬性物質6が漏れることはない。 As shown in FIG. 1, the movable mold 2 is opened with respect to the fixed mold 1, and the fixed mold 1 is filled with a self-hardening material 6 made of concrete. Since the movable mold 2 enters the depth space surrounded by the side wall plate 5 of the fixed mold 1, the self-hardening material 6 does not leak.

この状態からワイヤーブロック13はワイヤー12を巻き取り、可動型枠2を固定型枠1側に移動させる。   From this state, the wire block 13 winds the wire 12 and moves the movable mold 2 to the fixed mold 1 side.

その結果、充填した自硬性物質6は展伸され、最終的には、最終可動位置まで移動した可動型枠2と固定型枠1とで構成される空間と同じ形状の成形体が製造できる。その場合、自硬性物質6は無理な力を加えることなく、最終成形形状まで伸ばすことができる。図4に本発明の原理を示す。   As a result, the filled self-hardening substance 6 is expanded, and finally, a molded body having the same shape as the space formed by the movable mold 2 and the fixed mold 1 moved to the final movable position can be manufactured. In that case, the self-hardening substance 6 can be extended to the final shape without applying an excessive force. FIG. 4 shows the principle of the present invention.

本発明のコンクリートによる自硬性物質の成形方法で使用する成形用型枠の1実施形態を示す側面図である。It is a side view which shows one Embodiment of the mold for shaping | molding used with the shaping | molding method of the self-hardening substance by the concrete of this invention. 本発明のコンクリートによる自硬性物質の成形方法で使用する成形用型枠の1実施形態を示す要部の側面図である。It is a side view of the principal part which shows one Embodiment of the mold for shaping | molding used with the shaping | molding method of the self-hardening substance by the concrete of this invention. 本発明のコンクリートによる自硬性物質の成形方法で使用する成形用型枠の1実施形態を示す斜視図である。It is a perspective view which shows one Embodiment of the mold for shaping | molding used with the shaping | molding method of the self-hardening substance by the concrete of this invention. 本発明のコンクリートによる自硬性物質の成形方法の原理を示す説明図である。It is explanatory drawing which shows the principle of the molding method of the self-hardening substance by the concrete of this invention.

1…固定型枠 1a…厚さ調整材(アンコ)
2…可動型枠 3…ベース
4…台座 4a…裾部
5…側壁板 6…自硬性物質
7…深さ空間 8…軸
9…成形空間 10…ガイドローラー
11…傾倒ストッパー 12…ワイヤー
13…ワイヤーブロック 14…ガイドローラー
DESCRIPTION OF SYMBOLS 1 ... Fixed formwork 1a ... Thickness adjustment material (Anko)
DESCRIPTION OF SYMBOLS 2 ... Movable formwork 3 ... Base 4 ... Base 4a ... Bottom part 5 ... Side wall board 6 ... Self-hardening substance 7 ... Depth space 8 ... Shaft 9 ... Molding space 10 ... Guide roller 11 ... Tilt stopper 12 ... Wire 13 ... Wire Block 14 ... Guide roller

Claims (3)

左右両側に側壁板を備え、充填する高粘性・高流動性を有するコンクリートによる自硬性物質を収容できるように側壁板で囲む深さ空間を有する固定型枠に対して、固定型枠に下端部を軸着し、自硬性物質を挟み込むようにしてこの固定型枠の深さ空間に入り込み、かつ、固定型枠側に移動して最終には必要とする成形空間を得る可動型枠とからなるコンクリートによる自硬性物質の成形用型枠を使用し、
固定型枠に対して可動型枠を開き、また、可動型枠は固定型枠の側壁板で囲む深さ空間に入り込んでいる状態で、固定型枠内にコンクリートによる自硬性物質を充填し、
可動型枠を固定型枠側に移動させ、
その結果、充填した自硬性物質は展伸され、
最終的には、最終可動位置まで移動した可動型枠と固定型枠とで構成される成形空間と同じ形状の成形体を製造することを特徴とするコンクリートによる自硬性物質の成形方法。
The lower end of the fixed mold frame is provided with side wall plates on both the left and right sides, and the fixed mold frame has a depth space surrounded by the side wall plates so as to accommodate the self-hardening material by the concrete having high viscosity and high fluidity to be filled. And a movable mold frame that enters the depth space of the fixed mold frame so as to sandwich the self-hardening substance, and moves to the fixed mold frame side to finally obtain a required molding space. using the molding form of self-hardening material by the concrete,
The movable mold is opened with respect to the fixed mold, and the movable mold enters the depth space surrounded by the side wall plate of the fixed mold, and the fixed mold is filled with a self-hardening material by concrete,
Move the movable mold to the fixed mold,
As a result, the filled self-hardening substance is expanded,
A method for molding a self-hardening material with concrete, characterized in that, finally, a molded body having the same shape as a molding space composed of a movable mold frame and a fixed mold frame moved to a final movable position is manufactured.
可動型枠は固定型枠の両面側に設ける請求項1記載のコンクリートによる自硬性物質の成形方法。 The method for molding a self-hardening material with concrete according to claim 1, wherein the movable mold is provided on both sides of the fixed mold. 対面する可動型枠と固定型枠の少なくとも一方は曲面形状である請求項1または請求項2に記載のコンクリートによる自硬性物質の成形方法。 The method for molding a self-hardening material with concrete according to claim 1 or 2, wherein at least one of the movable mold frame and the fixed mold frame facing each other has a curved shape.
JP2007108103A 2007-04-17 2007-04-17 Method of forming self-hardening material with concrete Expired - Fee Related JP4658992B2 (en)

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5346355U (en) * 1976-09-25 1978-04-20
JPS635904A (en) * 1986-06-27 1988-01-11 株式会社 後藤鉄工所 Molding equipment for bent tile
JPH09290414A (en) * 1996-04-26 1997-11-11 Moriyama Kogyo Kk Molding box device for concrete product, leakage preventive method in molding box device for concrete product, and opening/closing method of frame member of molding box device for concrete product

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5346355U (en) * 1976-09-25 1978-04-20
JPS635904A (en) * 1986-06-27 1988-01-11 株式会社 後藤鉄工所 Molding equipment for bent tile
JPH09290414A (en) * 1996-04-26 1997-11-11 Moriyama Kogyo Kk Molding box device for concrete product, leakage preventive method in molding box device for concrete product, and opening/closing method of frame member of molding box device for concrete product

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