JP2012192708A - Method of manufacturing concrete pole - Google Patents

Method of manufacturing concrete pole Download PDF

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JP2012192708A
JP2012192708A JP2011060161A JP2011060161A JP2012192708A JP 2012192708 A JP2012192708 A JP 2012192708A JP 2011060161 A JP2011060161 A JP 2011060161A JP 2011060161 A JP2011060161 A JP 2011060161A JP 2012192708 A JP2012192708 A JP 2012192708A
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mold
sand
inner cylinder
mortar
cylinder
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Sumio Sakaino
澄雄 境野
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PROBLEM TO BE SOLVED: To provide a method of manufacturing a concrete pole capable of easily manufacturing the concrete pole more strongly than before.SOLUTION: The method of manufacturing the concrete pole includes steps of arranging a plurality of battens on an outer surface of an outer cylinder and covering the outer cylinder and the battens in the lump with a mold sheet, installing the outer cylinder covered with the mold sheet in a sand mold frame with an insert hole pierced, charging sand into between the mold sheet and the sand mold frame and transferring a pattern to the sand, pulling out the battens and the outer cylinder from the mold sheet, removing the mold sheet, installing a cylindrical inner cylinder alternately equipped with pluralities of windows and blades and equipped with an intermediate plate therein in the insert hole in the mold frame and installing a cylindrical reinforcement between the sand and the inner cylinder, pouring mortar into the inner cylinder from an upper end of the inner cylinder and making it flow out to the outside of the inner cylinder through the windows and pulling upward while rotating the inner cylinder and stirring the mortar by the blades to charge the mortar up to an upper end of the sand mold, and pulling out the charged mortar from the sand mold after cured.

Description

本発明は、コンクリート柱の製造方法に関する。   The present invention relates to a method for manufacturing a concrete pillar.

コンクリート柱(コンクリート製柱)などのコンクリート二次製品は、金属又はプラスチック等により製造した型枠の中にコンクリートを打設し、コンクリートを硬化させることにより製造していた。   Concrete secondary products such as concrete columns (concrete columns) were manufactured by placing concrete in a mold made of metal or plastic and curing the concrete.

特許文献1のように、内面に凹凸を有する内型枠を備えた型枠を用い、内型枠の表面に化粧骨材を散布する散布工程の後に、補強筋を集成した芯を設置し、型枠を回転しながら、型枠の内部に投入したコンクリートを打設する模様付き筒形門柱の製造方法という発明も公開されている。   As in Patent Document 1, using a mold with an inner mold having irregularities on the inner surface, after a spraying step of spraying cosmetic aggregate on the surface of the inner mold, a core in which reinforcing bars are assembled is installed, An invention of a method of manufacturing a patterned cylindrical gate pillar in which concrete put into the formwork is placed while rotating the formwork is also disclosed.

しかしながら、特許文献1に記載の発明は、金属やプラスチックの型枠を型として使用するため、多数の型枠を製造する必要があり、そのため余計な費用や時間がかかるという問題があった。また、一度型枠を製造してしまうと、容易に形状を変更する事ができないという問題があった。   However, since the invention described in Patent Document 1 uses a metal or plastic mold as a mold, it is necessary to manufacture a large number of molds, and therefore there is a problem that extra costs and time are required. In addition, once the mold is manufactured, there is a problem that the shape cannot be easily changed.

特開平07−117024号公報Japanese Patent Laid-Open No. 07-1117024

そこで、本発明は、金属やプラスチックの型枠を製造しなくても容易にコンクリート柱を製造することができ、従来よりも丈夫なコンクリート柱の製造方法を提供する。   Accordingly, the present invention provides a concrete column manufacturing method that can easily manufacture a concrete column without manufacturing a metal or plastic formwork, and is stronger than conventional ones.

本発明は、上記の課題を解決するために、外表面に模様があり鉄筋で補強された中空のコンクリート柱の製造方法であって、筒状の外筒の外表面に複数本の当木を配置し、前記外筒と前記当木を、外表面に模様を施し内表面に複数本の紐を備えた型シートで内表面を内側にして一括被覆する工程と、前記型シートで被覆した前記外筒を底部中央に前記外筒の外径より小さい挿通孔を穿設した砂型枠内に設置する工程と、前記型シートと砂型枠との間に設けた空間に砂を充填し、固めて前記型シートの模様を前記砂に転写する工程と、前記当木を取り除き前記型シート内から前記外筒を抜き取る工程と、前記型シートを取り除く工程と、円筒状で中腹部に複数の窓と複数の羽を交互に備え、内部の前記窓の底辺位置に内部を上下に分割する中板を備えた内筒を、前記砂型枠の挿通孔に設置した上で、模様を転写した前記砂と内筒の間に筒状の鉄筋を設置する工程と、前記内筒の上端開口部から内筒内にモルタルを流し込んで前記窓から内筒の外側に流出させるとともに前記内筒を回転し前記羽でモルタルを攪拌しながら徐々に上部に引き上げて前記砂型枠の上端までモルタルを充填する工程と、充填したモルタルが硬化した後に砂型枠からモルタルを抜き取る工程とからなることを特徴とするコンクリート柱の製造方法の構成とした。   In order to solve the above-mentioned problems, the present invention provides a method for manufacturing a hollow concrete column having a pattern on the outer surface and reinforced with reinforcing bars, and a plurality of trees are provided on the outer surface of a cylindrical outer cylinder. Arranging and covering the outer cylinder and the tree together with a mold sheet having a pattern on the outer surface and a plurality of strings on the inner surface, with the inner surface facing inward, and the mold sheet covering the A step of installing the outer cylinder in a sand mold frame having an insertion hole smaller than the outer diameter of the outer cylinder in the center of the bottom, and a space provided between the mold sheet and the sand mold frame is filled with sand and consolidated A step of transferring the pattern of the mold sheet to the sand, a step of removing the wood and removing the outer cylinder from the mold sheet, a step of removing the mold sheet, and a plurality of windows in the middle of the cylinder. An intermediate plate that is provided with a plurality of wings alternately and divides the interior vertically into the bottom of the window. An inner cylinder provided in the insertion hole of the sand mold frame, a step of installing a cylindrical reinforcing bar between the sand transferred with the pattern and the inner cylinder, and an inner cylinder from an upper end opening of the inner cylinder Filling the mortar into the upper end of the sand mold by pouring the mortar into the outside and outflowing from the window to the outside of the inner cylinder while gradually rotating the inner cylinder and stirring the mortar with the wings to the upper part; The method comprises the step of extracting the mortar from the sand mold after the filled mortar has hardened.

また、外表面に模様があり鉄筋で補強された有底中空のコンクリート柱の製造方法であって、筒状の外筒の外表面に複数本の当木を配置し、前記外筒と前記当木を、外表面に模様を施し内表面に複数本の紐を備えた型シートで内表面を内側にして一括被覆する工程と、前記型シートで被覆した前記外筒を有底の砂型枠内に設置する工程と、前記外筒の外周面と前記型シートと砂型枠との間に設けた空間に砂を充填し、固めて前記型シートの模様を前記砂に転写する工程と、前記当木を取り除き前記型シート内から前記外筒を抜き取る工程と、前記型シートを取り除く工程と、前記砂型枠の底上に底砂を敷き詰めた上で内部中央に円柱状の内型を設置し、円筒状で中腹部に複数の窓と複数の羽を交互に備え、内筒を、模様を転写した前記砂と内型の間に配置した上で、模様を転写した前記砂と前記内筒の間に筒状の鉄筋を設置する工程と、前記内筒の上端開口部から内筒内にモルタルの一部を流し込んで前記窓から内筒の外側に流出させて前記モルタルが硬化する前に前記内型を前記有底の厚さ分引き上げて内型の底部にモルタルを流入させる工程と、前記内筒の上端開口部から内筒内にモルタルの残りを流し込んで前記窓から内筒の外側に流出させるとともに前記内筒を回転し前記羽と内羽でモルタルを攪拌しながら徐々に上部に引き上げて前記砂型枠の上端までモルタルを充填する工程と、充填したモルタルが硬化した後に砂型枠からモルタルを抜き取る工程とからなることを特徴とするコンクリート柱の製造方法の構成とした。   A method of manufacturing a bottomed hollow concrete column having a pattern on the outer surface and reinforced with reinforcing bars, wherein a plurality of trees are arranged on the outer surface of a cylindrical outer cylinder, and the outer cylinder and the contact A step of covering a tree with a pattern sheet having a pattern on the outer surface and a plurality of strings on the inner surface with the inner surface facing inward, and the outer cylinder covered with the mold sheet in a bottomed sand mold And a step of filling the space provided between the outer peripheral surface of the outer cylinder, the mold sheet and the sand mold frame with sand, and solidifying and transferring the pattern of the mold sheet to the sand; Removing the tree and removing the outer cylinder from the mold sheet; removing the mold sheet; and installing a cylindrical inner mold at the center of the interior after laying bottom sand on the bottom of the sand mold frame, Cylindrical, with a plurality of windows and wings alternately in the mid-abdomen, and an inner cylinder A step of installing a cylindrical reinforcing bar between the sand to which the pattern is transferred and the inner cylinder, and a part of the mortar is poured into the inner cylinder from the upper end opening of the inner cylinder. Before the mortar is hardened by flowing out from the window to the outside of the inner cylinder, raising the inner mold by the thickness of the bottom, and flowing the mortar into the bottom of the inner mold, and an upper end opening of the inner cylinder The remainder of the mortar is poured into the inner cylinder from the window and flows out from the window to the outside of the inner cylinder, and the inner cylinder is rotated and the mortar is agitated with the wings and the inner wing while gradually raising the mortar to the upper end of the sand mold It was set as the structure of the manufacturing method of the concrete pillar characterized by including the process of filling a mortar until, and the process of extracting mortar from a sand mold after the filled mortar hardens | cures.

また、前記羽の位置の前記内筒内に、前記羽と同形の内羽を設けたことを特徴とするコンクリート柱の製造方法の構成とした。   In addition, the concrete column manufacturing method is characterized in that an inner wing having the same shape as the wing is provided in the inner cylinder at the position of the wing.

また、前記羽を、内筒の長手方向に対して斜めに、前記窓と窓に間に固定したことを特徴とするコンクリート柱の製造方法の構成とした。   The wing is fixed between the window and the window obliquely with respect to the longitudinal direction of the inner cylinder.

更に、前記型シートを取り除く工程を、前記型シートの内側に前記紐を係止する係止部を備えた引き抜き具を挿入し、前記係止部に前記紐を係止し、前記引き抜き具を引き抜くことで、前記型シートを取り除く工程としたことをことを特徴とするコンクリート柱の製造方法の構成とした。   Further, in the step of removing the mold sheet, a pulling tool having a locking part for locking the string is inserted inside the mold sheet, the string is locked to the locking part, and the pulling tool is It was set as the structure of the manufacturing method of the concrete pillar characterized by setting it as the process of removing the said type | mold sheet | seat by drawing out.

加えて、前記模様が、木肌を模した擬木であることを特徴とするコンクリート柱の製造方法の構成とした。   In addition, the structure is a concrete column manufacturing method characterized in that the pattern is a pseudo tree imitating a bark.

本発明は上記のような構成であるため、形状や模様が複雑なコンクリート柱であっても容易に製造することができる。   Since this invention is the above structures, even if it is a concrete pillar with a complicated shape and pattern, it can be manufactured easily.

また、砂で型枠を作るため、従来よりもコストと時間をかけることなく、デザイン変更に対応することができる。   Moreover, since the formwork is made of sand, it is possible to cope with a design change with less cost and time than before.

また、内部に鉄筋を備えているため従来よりも丈夫なコンクリート柱を製造することができる。   Moreover, since a reinforcing bar is provided inside, a concrete column that is stronger than before can be manufactured.

本発明であるコンクリート柱の製造方法で使用する部材を示した図である。It is the figure which showed the member used with the manufacturing method of the concrete pillar which is this invention. 本発明であるコンクリート柱の第一製造工程を示す斜視図である。It is a perspective view which shows the 1st manufacturing process of the concrete pillar which is this invention. 本発明であるコンクリート柱の第二製造工程を示す斜視図である。It is a perspective view which shows the 2nd manufacturing process of the concrete pillar which is this invention. 本発明であるコンクリート柱の第三製造工程を示す斜視図である。It is a perspective view which shows the 3rd manufacturing process of the concrete pillar which is this invention. 本発明であるコンクリート柱の第三製造工程を示す平面図である。It is a top view which shows the 3rd manufacturing process of the concrete pillar which is this invention. 本発明であるコンクリート柱の第四製造工程を示す平面図である。It is a top view which shows the 4th manufacturing process of the concrete pillar which is this invention. 本発明であるコンクリート柱の第五製造工程を示す平面図である。It is a top view which shows the 5th manufacturing process of the concrete pillar which is this invention. 本発明であるコンクリート柱の第六製造工程を示す一部断面図である。It is a partial cross section figure which shows the 6th manufacturing process of the concrete pillar which is this invention. 本発明であるコンクリート柱の第六製造工程を示す平面図である。It is a top view which shows the 6th manufacturing process of the concrete pillar which is this invention. 本発明であるコンクリート柱の第七製造工程を示す断面図である。It is sectional drawing which shows the 7th manufacturing process of the concrete pillar which is this invention. 本発明であるコンクリート柱の第八工程図を示す断面図である。It is sectional drawing which shows the 8th process drawing of the concrete pillar which is this invention. 本発明であるコンクリート柱の完成図である。It is a completion figure of the concrete pillar which is this invention. 本発明であるコンクリート柱の製造方法の第2実施例で使用する部材を示した図である。It is the figure which showed the member used with 2nd Example of the manufacturing method of the concrete pillar which is this invention. 本発明であるコンクリート柱の製造方法の第2実施例で使用する内筒の平面図である。It is a top view of the inner cylinder used in 2nd Example of the manufacturing method of the concrete pillar which is this invention. 本発明であるコンクリート柱の製造方法の第2実施例の第三製造工程を示す斜視図である。It is a perspective view which shows the 3rd manufacturing process of 2nd Example of the manufacturing method of the concrete pillar which is this invention. 本発明であるコンクリート柱の製造方法の第2実施例の第六製造工程を示す断面図である。It is sectional drawing which shows the 6th manufacturing process of 2nd Example of the manufacturing method of the concrete pillar which is this invention. 本発明であるコンクリート柱の製造方法の第2実施例の第六製造工程を示す平面図である。It is a top view which shows the 6th manufacturing process of 2nd Example of the manufacturing method of the concrete pillar which is this invention. 本発明であるコンクリート柱の製造方法の第2実施例の第七製造工程を示す断面図である。It is sectional drawing which shows the 7th manufacturing process of 2nd Example of the manufacturing method of the concrete pillar which is this invention. 本発明であるコンクリート柱の製造方法の第2実施例の第八製造工程を示す断面図である。It is sectional drawing which shows the 8th manufacturing process of 2nd Example of the manufacturing method of the concrete pillar which is this invention. 本発明であるコンクリート柱の製造方法の第2実施例の第九製造工程を示す断面図と完成図である。It is sectional drawing and the completion figure which show the 9th manufacturing process of 2nd Example of the manufacturing method of the concrete pillar which is this invention.

以下、添付の図面を参照し、本発明の実施の形態について詳細に説明する。   Embodiments of the present invention will be described below in detail with reference to the accompanying drawings.

先ず、図1から図12を使用して、本発明であるコンクリート柱の製造方法の第1実施例を説明する事とする。   First, the first embodiment of the method for manufacturing a concrete column according to the present invention will be described with reference to FIGS.

図1は本発明であるコンクリート柱の製造方法で使用する部材を示した図である。図1に示すように、本発明であるコンクリート柱の製造方法においては、砂型枠2、外筒3、内筒4、鉄筋5、当木6及び型シート7を使用する。   FIG. 1 is a view showing members used in the method for producing a concrete pillar according to the present invention. As shown in FIG. 1, in the method for manufacturing a concrete pillar according to the present invention, a sand mold 2, an outer cylinder 3, an inner cylinder 4, a reinforcing bar 5, a wood 6 and a mold sheet 7 are used.

前記砂型枠2は、コンクリート柱1の外形の型を形成するために使用される型枠であり、筒状で底面中央に挿通孔2aを穿設している。尚、図1では前記砂型枠2の形状を円筒状としたが、特に限定したものではなく、角柱状等であってもよい。   The sand mold 2 is a mold used for forming a mold having an outer shape of the concrete pillar 1 and is cylindrical and has an insertion hole 2a in the center of the bottom surface. In FIG. 1, the shape of the sand mold 2 is cylindrical, but is not particularly limited, and may be prismatic or the like.

前記砂型枠2の底面の下面側中央には漏れ止め2bが取り付けられており、前記漏れ止め2bにも前記挿通孔2aと同径の孔が穿設されている。尚、前記挿通孔2aと漏れ止めの孔は同位置に重なっている。また、前記漏れ止め2bはゴムやウレタン等の弾力性がある素材であることが好適であるが、特に素材は限定しない。   A leak stopper 2b is attached to the center of the bottom surface of the bottom surface of the sand mold 2, and a hole having the same diameter as the insertion hole 2a is also formed in the leak stopper 2b. The insertion hole 2a and the leak-proof hole are overlapped at the same position. The leak stopper 2b is preferably made of a resilient material such as rubber or urethane, but the material is not particularly limited.

前記外筒3は、筒状をしており、前記砂型枠2内に設置する部材である。図1では前記外筒3の形状を円柱状としたが、特に限定したのもではなく、筒状をしていれば角柱状などであってもよい。尚、外筒3は砂型枠2に設置後、砂で埋設され、外筒3を砂から取り除いて砂の型を形成するため、外筒3の形状がコンクリート柱の外形を左右することになり、図1のように外筒3を円柱状とすれば円柱状のコンクリート柱が製造され、外筒3を角柱状とすれば角柱状のコンクリート柱を製造することができる。   The outer cylinder 3 has a cylindrical shape and is a member installed in the sand mold 2. In FIG. 1, the shape of the outer cylinder 3 is a columnar shape, but is not particularly limited, and may be a prismatic shape as long as it has a cylindrical shape. Since the outer cylinder 3 is embedded in the sand mold 2 after being installed in the sand mold 2, and the outer cylinder 3 is removed from the sand to form a sand mold, the shape of the outer cylinder 3 affects the outer shape of the concrete column. As shown in FIG. 1, a cylindrical concrete column can be manufactured by making the outer cylinder 3 cylindrical, and a prismatic concrete column can be manufactured by making the outer cylinder 3 rectangular.

前記内筒4は、前述の外筒3で砂の型を作った後に、砂の型内に設置される円筒状の部材で、内筒4の外径は前記砂型枠2の穿設孔2の径とほぼ等しい。但し、内筒4は穿設孔2に挿通した後、回転させるため、内筒4の外径より穿設孔2の径の方が大きくなければならない。   The inner cylinder 4 is a cylindrical member that is installed in the sand mold after the sand mold is made with the outer cylinder 3 described above, and the outer diameter of the inner cylinder 4 is the perforation hole 2 of the sand mold 2. Is almost equal to the diameter of However, since the inner cylinder 4 is rotated after being inserted into the perforation hole 2, the diameter of the perforation hole 2 must be larger than the outer diameter of the inner cylinder 4.

図1に示すように、前記内筒4は中腹部に複数の窓4aと羽4bを交互に備えており、筒内の前記窓4aの底辺位置には内部を上下に分割する中板4cを備えている。また、前記内筒4の外周面には被覆4dがされており、この被覆4dは厚手の布が好適であるが、特に限定したものではなく、新聞紙等であっても、構わない。   As shown in FIG. 1, the inner cylinder 4 is provided with a plurality of windows 4a and wings 4b alternately in the middle of the abdomen. I have. Further, a coating 4d is provided on the outer peripheral surface of the inner cylinder 4. The coating 4d is preferably a thick cloth, but is not particularly limited, and may be a newspaper or the like.

前述の通り、前記羽4bは窓4aと他の窓4aの間に形成されるが、前記羽4bの一端は一方の窓4aの下部付近に位置し、他端は他方の窓4aの上端付近に位置するように前記羽4bを、内筒4の長手方向に対して斜めに、前記窓4aと窓4aに間に固定して形成されていることが好適である。このように各羽4bを形成することで、周囲にモルタルを充填した状態でも内筒4を回転させやすくなり、更に羽4bにより効果的にモルタルを攪拌することができ、モルタル内に空気層を作ることなくモルタルを充填することができる。   As described above, the wing 4b is formed between the window 4a and the other window 4a. One end of the wing 4b is located near the lower part of one window 4a and the other end is located near the upper end of the other window 4a. It is preferable that the wing 4b is formed so as to be fixed to the window 4a and the window 4a obliquely with respect to the longitudinal direction of the inner cylinder 4 so as to be positioned at the position. By forming each wing 4b in this manner, the inner cylinder 4 can be easily rotated even when the mortar is filled in the periphery, and the mortar can be effectively stirred by the wing 4b, and an air layer is formed in the mortar. Mortar can be filled without making it.

前記鉄筋5は、筒状に編まれた鉄筋で、図1に示すように、同径同大の複数の環状の鉄筋を垂直方向に等間隔に並べて複数本の縦筋で溶接したものであってもよい。   The rebar 5 is a rebar knitted in a cylindrical shape, and as shown in FIG. 1, a plurality of annular rebars having the same diameter and the same size are arranged at equal intervals in the vertical direction and welded by a plurality of vertical bars. May be.

前記鉄筋5は、砂型枠2内に内筒4を設置後で、モルタル充填前に前記内筒4を囲むように砂型枠2内に設置される鉄筋で、モルタル充填後にモルタル内に隠れる補強のための部材である。   The reinforcing bar 5 is a reinforcing bar installed in the sand mold 2 so as to surround the inner cylinder 4 after the inner cylinder 4 is installed in the sand mold 2 and before the mortar filling. It is a member for.

前記鉄筋5の形状については、筒状であればよく、図1に示すような円筒状に限定したものではない。例えば前記外筒3が角柱状であった場合は、それに併せて角柱状に形成した鉄筋を使用してもよい。   The shape of the reinforcing bar 5 may be a cylindrical shape and is not limited to a cylindrical shape as shown in FIG. For example, when the outer cylinder 3 has a prismatic shape, a reinforcing bar formed in a prismatic shape may be used.

前記当木6は、外筒3の外表面に添える部材であり、前記外筒3の高さよりも若干長めであることが好ましい。また、当木6は木製を予定しているが、特に限定したものではなくプラスチック製等の部材であっても構わない。   The tree 6 is a member attached to the outer surface of the outer cylinder 3, and is preferably slightly longer than the height of the outer cylinder 3. In addition, although the wood 6 is planned to be wooden, it is not particularly limited and may be a member made of plastic or the like.

前記型シート7は、前記外筒3の外表面に複数本の当木3を配置した後に、外筒3と当木6を一括被覆するシートで、外表面に凹凸の模様7aが施されており、内表面には複数本の紐7bが取り付けられている。尚、前記模様7aを木肌を表す模様とした。   The mold sheet 7 is a sheet that covers the outer cylinder 3 and the tree 6 at a time after arranging a plurality of trees 3 on the outer surface of the outer cylinder 3, and has an uneven pattern 7a on the outer surface. A plurality of strings 7b are attached to the inner surface. In addition, the said pattern 7a was made into the pattern showing a bark.

前記型シート7は厚み、伸縮性、耐久性のある素材であることが好適で、例えばシリコンゴムのようなものが好ましい。但し、前記型シート7の素材については限定したものではない。   The mold sheet 7 is preferably a material having a thickness, stretchability, and durability, such as silicon rubber. However, the material of the mold sheet 7 is not limited.

次に図2から図12を使用して、コンクリート柱の製造方法を説明する事とする。尚、実施例1では、前記コンクリート柱の形状を擬木とした。   Next, a method for manufacturing a concrete column will be described with reference to FIGS. In Example 1, the shape of the concrete pillar was a pseudo tree.

図2はコンクリート柱の第一製造工程を示す斜視図である。まず、筒状の前記外筒3の外表面に複数本の当木6、6、6・・・を配置し、次に前記外筒3と当木6、6、6・・・を型シート7で一括被覆して、砂8に埋設する型を作る。   FIG. 2 is a perspective view showing the first manufacturing process of the concrete pillar. First, a plurality of trees 6, 6, 6... Are arranged on the outer surface of the cylindrical outer cylinder 3, and then the outer cylinder 3 and trees 6, 6, 6. 7 to make a mold to be buried in the sand 8.

型シート7で一括被覆する際には、前記型シート7の模様7a面が外側で、紐7bを取り付けた面が内側となるように注意する。   When collectively covering with the mold sheet 7, care should be taken that the pattern 7a surface of the mold sheet 7 is on the outside and the surface on which the string 7b is attached is on the inside.

図3はコンクリート柱の第二製造工程を示す斜視図である。次に図3に示すように、型シート7で被覆した外筒3を砂型枠2内の中央に設置する。   FIG. 3 is a perspective view showing a second manufacturing process of the concrete pillar. Next, as shown in FIG. 3, the outer cylinder 3 covered with the mold sheet 7 is installed in the center of the sand mold 2.

図4はコンクリート柱の第三製造工程を示す斜視図、図5はコンクリート柱の第三製造工程を示す平面図である。前述のように外筒3を砂型枠2内に設置した後、図4及び図5に示すように、型シート7と砂型枠2の間にできた空間に砂8を充填し、砂8をしっかりと固めて、型シート7の外表面の模様7aを砂8に転写する。   FIG. 4 is a perspective view showing a third manufacturing process of the concrete pillar, and FIG. 5 is a plan view showing the third manufacturing process of the concrete pillar. After installing the outer cylinder 3 in the sand mold 2 as described above, the space formed between the mold sheet 7 and the sand mold 2 is filled with sand 8 as shown in FIGS. The pattern 7a on the outer surface of the mold sheet 7 is transferred to the sand 8 by solidifying firmly.

図6はコンクリート柱の第四製造工程を示す平面図である。前記砂8に模様7aが転写されるまで砂8をしっかり固めた後、前記当木6、6、6・・・を引き抜き、更に前記外筒3を砂型枠2内から取り除くと、図6に示すように、砂型枠2内には、固められた砂8と砂8の内壁面に張り付いた型シート7が残る。   FIG. 6 is a plan view showing a fourth manufacturing process of the concrete pillar. After the sand 8 is firmly solidified until the pattern 7a is transferred to the sand 8, the trees 6, 6, 6... Are pulled out, and the outer cylinder 3 is removed from the sand mold 2 as shown in FIG. As shown, in the sand mold 2, the hardened sand 8 and the mold sheet 7 attached to the inner wall surface of the sand 8 remain.

図7はコンクリート柱の第五製造工程を示す平面図である。次に図7に示すように、係止部9aを備えた棒状の引き抜き具9を使用して砂型枠2内に残った型シート7を取り除く。   FIG. 7 is a plan view showing a fifth manufacturing process of the concrete pillar. Next, as shown in FIG. 7, the mold sheet 7 remaining in the sand mold 2 is removed using a rod-shaped extraction tool 9 provided with a locking portion 9 a.

前述の通り、前記型シート7の内表面には複数の紐7bが取り付けられており、図7に示すように、前記型シート7の内側に前記紐7bを係止する係止部9aを備えた引き抜き具9を挿入し、前記係止部9aに前記紐7bを係止し、前記引き抜き具9を引き抜くことで、前記型シート7を取り除くことができる。以上のように引き抜き具9を引き抜くと型シート7が中央に引き寄せられながら砂8から剥がれ、砂型枠2内に模様7aを転写した砂8だけが残る。   As described above, a plurality of strings 7b are attached to the inner surface of the mold sheet 7, and as shown in FIG. 7, a locking portion 9a for locking the strings 7b is provided inside the mold sheet 7. The mold sheet 7 can be removed by inserting the pulling tool 9, locking the string 7 b to the locking portion 9 a, and pulling out the pulling tool 9. When the extraction tool 9 is pulled out as described above, the mold sheet 7 is peeled off from the sand 8 while being pulled toward the center, and only the sand 8 to which the pattern 7a is transferred remains in the sand mold frame 2.

図8はコンクリート柱の第六製造工程を示す一部断面図、図9はコンクリート柱の第六製造工程を示す平面図である。以上のように砂の型を作った後、図8に示すように、まず前記内筒4を砂型枠2内に設置する。このとき、砂8の型に触れないように内筒4を砂型枠2内に挿入し、更に内筒の羽4bより下側を前記羽4aが砂型枠2の底面に接するまで挿通孔2aに貫通させる。   FIG. 8 is a partial cross-sectional view showing the sixth manufacturing process of the concrete pillar, and FIG. 9 is a plan view showing the sixth manufacturing process of the concrete pillar. After making the sand mold as described above, the inner cylinder 4 is first installed in the sand mold 2 as shown in FIG. At this time, the inner cylinder 4 is inserted into the sand mold 2 so as not to touch the sand 8 mold, and the lower side of the inner cylinder wing 4b is inserted into the insertion hole 2a until the wing 4a contacts the bottom surface of the sand mold 2. To penetrate.

そして、前記内筒4を取り囲むように前記鉄筋5を砂型枠2内に設置する。このときも、鉄筋5が砂8の型に触れないように注意して設置する。尚、図9に示すように、前記内筒4の各羽4aは全て鉄筋5内に位置しており、即ち、鉄筋5の内径が各羽4aでできる外径よりも大きい。   Then, the reinforcing bars 5 are installed in the sand mold 2 so as to surround the inner cylinder 4. At this time, the rebar 5 is installed with care so as not to touch the sand 8 mold. In addition, as shown in FIG. 9, each wing | blade 4a of the said inner cylinder 4 is all located in the reinforcing bar 5, ie, the internal diameter of the reinforcing bar 5 is larger than the outer diameter which each wing | blade 4a can make.

図10はコンクリート柱の第七製造工程を示す断面図である。上記のように、砂型枠2(砂8でできた型)の内側に内筒4と鉄筋5を設置した後、図10に示すように、前記内筒4内にモルタル10を流し込む。   FIG. 10 is a cross-sectional view showing a seventh manufacturing process of a concrete pillar. As described above, after the inner cylinder 4 and the reinforcing bar 5 are installed inside the sand mold 2 (a mold made of sand 8), the mortar 10 is poured into the inner cylinder 4 as shown in FIG.

内筒4内に流し込まれたモルタル10は、内筒4の中腹に設けた各窓4aから内筒4の外方に流れ出て、内筒4と砂8の型の間に充填されていく。前記モルタル10が常に内筒4から流れ出るようにモルタル10を内筒4内に流し込むと共に内筒4を回転させながら上方へ引き上げていく。   The mortar 10 poured into the inner cylinder 4 flows out of the inner cylinder 4 from each window 4 a provided in the middle of the inner cylinder 4 and is filled between the inner cylinder 4 and the sand 8 mold. The mortar 10 is poured into the inner cylinder 4 so that the mortar 10 always flows out of the inner cylinder 4 and is pulled upward while rotating the inner cylinder 4.

内筒4から流れ出たモルタル10は内筒4の羽4bにより攪拌されるとともに外方へ押されるため内筒4と砂8の型の間の空間には隙間無くモルタル10が充填される。   The mortar 10 flowing out from the inner cylinder 4 is stirred by the wings 4b of the inner cylinder 4 and pushed outward, so that the space between the inner cylinder 4 and the mold of the sand 8 is filled with the mortar 10 without a gap.


図11はコンクリート柱の第八工程図を示す断面図である。以上のように内筒4を回転させながら引き上げつつモルタル10を鉄筋5が隠れるまで充填していき、モルタル10が固まったら、図11に示すように、内筒4をモルタル10から引き抜く。

FIG. 11 is a cross-sectional view showing an eighth process drawing of a concrete pillar. As described above, while the inner cylinder 4 is rotated and pulled up, the mortar 10 is filled until the reinforcing bar 5 is hidden. When the mortar 10 is solidified, the inner cylinder 4 is pulled out from the mortar 10 as shown in FIG.

図12は本発明であるコンクリート柱の完成図である。図2から図11に示した工程を経て、最終的に砂8の型を取り除き、砂型枠2からモルタル10を取り出すと図12に示すような、内部に鉄筋5を埋設した丈夫な中空10bのコンクリート製擬木1が完成する。尚、符号10aはコンクリート製擬木1の表面に砂8の型に転写された凹凸でできた模様である。前述のように型シート7の模様7aを木肌としたため、出来上がったコンクリート柱の表面は木肌のような凹凸ができ擬木が完成した。   FIG. 12 is a completed view of the concrete pillar according to the present invention. When the sand 8 mold is finally removed through the steps shown in FIGS. 2 to 11 and the mortar 10 is taken out from the sand mold 2, the strong hollow 10b in which the reinforcing bars 5 are embedded as shown in FIG. Concrete pseudo-tree 1 is completed. In addition, the code | symbol 10a is the pattern made of the unevenness | corrugation transferred to the type | mold of the sand 8 on the surface of the pseudo tree 1 made from concrete. As described above, since the pattern 7a of the mold sheet 7 is made of wood, the surface of the finished concrete pillar has irregularities like wood and the pseudo tree is completed.

以上より、本発明であるコンクリート柱の製造方法は、外表面に模様があり鉄筋で補強された中空のコンクリート柱の製造方法であって、
筒状の外筒3の外表面に複数本の当木6を配置し、前記外筒3と前記当木6を、外表面に模様を施し内表面に複数本の紐7bを備えた型シート7で内表面を内側にして一括被覆する工程と、
前記型シート7で被覆した前記外筒3を底部中央に前記外筒の外径より小さい挿通孔2aを穿設した砂型枠2内に設置する工程と、
前記型シートと砂型枠2との間に設けた空間に砂8を充填し、固めて前記型シート7の模様を前記砂8に転写する工程と、
前記当木6を取り除き前記型シート7内から前記外筒3を抜き取る工程と、
前記型シート7を取り除く工程と、
円筒状で中腹部に複数の窓4aと複数の羽4bを交互に備え、内部の前記窓4aの底辺位置に内部を上下に分割する中板4cを備えた内筒4を、前記砂型枠2の挿通孔2aに設置した上で、模様を転写した前記砂と内筒4の間に筒状の鉄筋5を設置する工程と、
前記内筒4の上端開口部から内筒4内にモルタル10を流し込んで前記窓4aから内筒4の外側に流出させるとともに前記内筒4を回転し前記羽4bでモルタルを攪拌しながら徐々に上部に引き上げて前記砂型枠2の上端までモルタル10を充填する工程と、
充填したモルタル10が硬化した後に砂型枠2からモルタル10を抜き取る工程とからなる。
From the above, the method for producing a concrete column according to the present invention is a method for producing a hollow concrete column that has a pattern on the outer surface and is reinforced with a reinforcing bar,
A mold sheet in which a plurality of trees 6 are arranged on the outer surface of a cylindrical outer cylinder 3, and the outer cylinder 3 and the trees 6 are provided with a pattern on the outer surface and provided with a plurality of strings 7b on the inner surface. A process of covering the inner surface with the inner surface at 7;
Installing the outer cylinder 3 covered with the mold sheet 7 in a sand mold 2 having an insertion hole 2a smaller than the outer diameter of the outer cylinder in the center of the bottom;
Filling the space provided between the mold sheet and the sand mold 2 with sand 8 and solidifying and transferring the pattern of the mold sheet 7 to the sand 8;
Removing the wood 6 and extracting the outer cylinder 3 from the mold sheet 7;
Removing the mold sheet 7;
An inner cylinder 4 that is cylindrical and includes a plurality of windows 4a and a plurality of wings 4b alternately in the middle of the abdomen, and includes a middle plate 4c that divides the inside up and down at the bottom position of the inside of the window 4a. A step of installing a cylindrical reinforcing bar 5 between the sand transferred with the pattern and the inner cylinder 4 after being installed in the insertion hole 2a.
The mortar 10 is poured into the inner cylinder 4 from the upper end opening of the inner cylinder 4 and flows out from the window 4a to the outside of the inner cylinder 4, and the inner cylinder 4 is rotated and gradually stirred while the mortar is stirred by the blades 4b. A step of pulling up to the top and filling the mortar 10 to the upper end of the sand mold 2;
And the step of extracting the mortar 10 from the sand mold 2 after the filled mortar 10 is cured.

次に図13から図20を使用して、本発明であるコンクリート柱の製造方法の第2実施例を説明する事とする。   Next, a second embodiment of the concrete column manufacturing method according to the present invention will be described with reference to FIGS.

図13は本発明であるコンクリート柱の製造方法の第2実施例で使用する部材を示した図、図14はコンクリート柱の製造方法の第2実施例で使用する内筒の平面図である。図13に示すように、本発明であるコンクリート柱の製造方法の第2実施例においては、砂型枠11、外筒3、内筒12、内型13、鉄筋5、当木6及び型シート7を使用する。   FIG. 13 is a view showing members used in the second embodiment of the concrete column manufacturing method of the present invention, and FIG. 14 is a plan view of the inner cylinder used in the second embodiment of the concrete column manufacturing method. As shown in FIG. 13, in the second embodiment of the method for manufacturing a concrete pillar according to the present invention, the sand mold 11, the outer cylinder 3, the inner cylinder 12, the inner mold 13, the reinforcing bar 5, the wood 6 and the mold sheet 7. Is used.

前記外筒3、鉄筋5、当木6及び型シート7については、実施例1で使用したものと同じであるため、説明を省略する。   About the said outer cylinder 3, the reinforcing bar 5, the tree 6 and the type | mold sheet | seat 7, since it is the same as what was used in Example 1, description is abbreviate | omitted.

前記砂型枠11は、コンクリート柱の外形の型を形成するために使用される型枠であり、筒状で有底11aである。尚、図13では前記砂型枠11の形状を円筒状としたが、特に限定したものではなく、角柱状等であってもよい。   The sand mold 11 is a mold used for forming a mold having an outer shape of a concrete pillar, and is cylindrical and has a bottom 11a. In FIG. 13, the shape of the sand mold 11 is cylindrical. However, the shape is not particularly limited, and may be prismatic or the like.

前記内筒12は、前記外筒3で砂の型を作った後に、砂の型内に設置される円筒状の部材で、外表面下部に複数の窓12aと羽12bを交互に備えており、図14に示すように
前記羽12bの位置の前記内筒12内に、前記羽12bと同形の内羽12cを設けている。
The inner cylinder 12 is a cylindrical member installed in the sand mold after the sand mold is made with the outer cylinder 3, and has a plurality of windows 12a and wings 12b alternately on the lower outer surface. As shown in FIG. 14, an inner wing 12c having the same shape as the wing 12b is provided in the inner cylinder 12 at the position of the wing 12b.

前述の通り、前記羽12bは窓12aと他の窓12aの間に形成されるが、前記羽12bの一端は一方の窓12aの下部付近に位置し、他端は他方の窓12aの上端付近に位置するように前記羽12bを、内筒12の外表面に内筒12の長手方向に対して斜めに、前記窓12aと窓12aに間に固定して形成されていること及び前記内羽12cを内筒12の内壁面に内筒12の長手方向に対して斜めに、前記窓12aと窓12aの間に固定して形成されていることが好適である。このように各羽12bを形成することで、周囲にモルタルを充填した状態でも内筒12を回転させやすくなり、更に羽12b及び内羽12cにより効果的にモルタルを攪拌することができ、モルタル内に空気層を作ることなくモルタルを充填することができる。   As described above, the wing 12b is formed between the window 12a and the other window 12a. One end of the wing 12b is located near the lower part of one window 12a and the other end is near the upper end of the other window 12a. The wing 12b is formed on the outer surface of the inner cylinder 12 so as to be positioned at an angle with respect to the longitudinal direction of the inner cylinder 12, and fixed between the window 12a and the window 12a. It is preferable that 12c is formed on the inner wall surface of the inner cylinder 12 so as to be inclined between the window 12a and the window 12a at an angle with respect to the longitudinal direction of the inner cylinder 12. By forming each wing 12b in this way, the inner cylinder 12 can be easily rotated even when the mortar is filled in the periphery, and the mortar can be effectively stirred by the wing 12b and the inner wing 12c. The mortar can be filled without creating an air layer.

前記内型13は、円柱状をしており、筒状ではない。図13に示した内型13では、円柱状の筒体にモルタル13aを充填して固めた内筒13としたが、特に限定したものではなく、内部が中空ではなく重さのある柱状のものであればよい。また、前記内型13の外表面には被覆がされており、この被覆は厚手の布が好適であるが、特に限定したものではなく、新聞紙等であっても構わない。   The inner mold 13 has a columnar shape and is not cylindrical. In the inner mold 13 shown in FIG. 13, the cylindrical cylinder is filled with the mortar 13a and hardened, but the inner cylinder 13 is not particularly limited. The inner cylinder 13 is not hollow and has a heavy column shape. If it is. Further, the outer surface of the inner mold 13 is coated, and a thick cloth is suitable for the coating, but it is not particularly limited, and newspaper or the like may be used.

次に図15から図20を使用して、コンクリート柱の製造方法を説明する事とする。尚、実施例2でも、前記コンクリート柱の形状を擬木とした。   Next, the manufacturing method of a concrete pillar is demonstrated using FIGS. 15-20. In Example 2, the shape of the concrete pillar was a pseudo tree.

図15はコンクリート柱の製造方法の第2実施例の第三製造工程を示す斜視図である。図15の第三製造工程を含む第2実施例の第一製造工程から第五工程については、実施例1で示した工程とそれぞれ同じである。   FIG. 15 is a perspective view showing a third manufacturing process of the second embodiment of the method for manufacturing a concrete pillar. The first to fifth steps of the second embodiment including the third manufacturing step of FIG. 15 are the same as the steps shown in the first embodiment.

即ち、図2に示すように、筒状の前記外筒3の外表面に複数本の当木6、6、6・・・を配置し、次に前記外筒3と当木6、6、6・・・を型シート7で一括被覆して、砂8に埋設する型を作る。(型シート7で一括被覆する際には、前記型シート7の模様7a面が外側で、紐7bを取り付けた面が内側となるように注意する。)   That is, as shown in FIG. 2, a plurality of trees 6, 6, 6... Are arranged on the outer surface of the cylindrical outer cylinder 3, and then the outer cylinder 3 and trees 6, 6, 6 ... are collectively covered with the mold sheet 7 to make a mold embedded in the sand 8. (When collectively covering with the mold sheet 7, care should be taken that the pattern 7a surface of the mold sheet 7 is on the outside and the surface on which the string 7b is attached is on the inside.)

次に図3に示すように、型シート7で被覆した外筒3を砂型枠11内の中央に設置し、図4及び図15に示すように、型シート7と砂型枠11の間にできた空間に砂8を充填し、砂8をしっかりと固めて、型シート7の外表面の模様7aを砂8に転写する。   Next, as shown in FIG. 3, the outer cylinder 3 covered with the mold sheet 7 is installed in the center of the sand mold 11, and as shown in FIGS. 4 and 15, the outer cylinder 3 is formed between the mold sheet 7 and the sand mold 11. The space 8 is filled with sand 8, the sand 8 is solidified, and the pattern 7 a on the outer surface of the mold sheet 7 is transferred to the sand 8.

そして、前記砂8に模様7aが転写されるまで砂8をしっかり固めた後、前記当木6、6、6・・・を引き抜き、更に前記外筒3を砂型枠11内から取り除いて、図6に示すように、砂型枠11内に固められた砂8と砂8の内壁面に張り付いた型シート7が残る。   Then, after the sand 8 is firmly hardened until the pattern 7a is transferred to the sand 8, the trees 6, 6, 6... Are pulled out, and the outer cylinder 3 is removed from the sand mold 11 to 6, the sand 8 solidified in the sand mold 11 and the mold sheet 7 attached to the inner wall surface of the sand 8 remain.

そして、図7に示すように、係止部9aを備えた棒状の引き抜き具9を使用して砂型枠11内に残った型シート7を取り除く。(前記型シート7の内表面には複数の紐7bが取り付けられており、図7に示すように、これら各紐7bを係止部9aに引っかけて引き抜き具9をゆっくりと引き上げると型シート7が中央に引き寄せられながら砂8から剥がれ、砂型枠2内に模様7aを転写した砂8だけが残る。)   Then, as shown in FIG. 7, the mold sheet 7 remaining in the sand mold 11 is removed using a rod-shaped extraction tool 9 having a locking portion 9 a. (A plurality of strings 7b are attached to the inner surface of the mold sheet 7. As shown in FIG. 7, when the strings 7b are hooked on the engaging portions 9a and the pulling tool 9 is slowly pulled up, the mold sheet 7 Is pulled away from the sand 8 while being drawn to the center, and only the sand 8 having the pattern 7a transferred in the sand mold 2 remains.)

図16はコンクリート柱の製造方法の第2実施例の第六製造工程を示す断面図、図17は第六製造工程を示す平面図である。以上のように、実施例1と同様に第一製造工程から第五製造工程を経て砂の型を作った後、図16及び図17に示すように、まず、砂型枠11の底に底砂8aを敷き詰めて砂8の型を有底としてから、前記内型13を砂型枠11の中央に配置し、次に前記内型11を囲むように砂8の型内に内筒12を設置する。そして、最後に前記内筒12を囲むように砂8の型内に鉄筋5を設置する。このとき、砂8の型の内壁面に触れないように内型13、内筒12及び鉄筋5を砂型枠11内に設置する。尚、図17に示すように、前記内筒12の各羽12aは全て鉄筋5内に位置しており、即ち、鉄筋5の内径が各羽12aでできる外径よりも大きい。   FIG. 16 is a cross-sectional view showing a sixth manufacturing process of the second embodiment of the concrete column manufacturing method, and FIG. 17 is a plan view showing the sixth manufacturing process. As described above, after making the sand mold through the first manufacturing process to the fifth manufacturing process as in the first embodiment, first, as shown in FIGS. 8a is spread to make the sand 8 mold bottom, the inner mold 13 is placed in the center of the sand mold 11, and then the inner cylinder 12 is installed in the sand 8 mold so as to surround the inner mold 11. . Finally, the reinforcing bars 5 are installed in the mold of the sand 8 so as to surround the inner cylinder 12. At this time, the inner mold 13, the inner cylinder 12 and the reinforcing bar 5 are installed in the sand mold 11 so as not to touch the inner wall surface of the sand 8 mold. In addition, as shown in FIG. 17, each wing | blade 12a of the said inner cylinder 12 is all located in the reinforcing bar 5, ie, the internal diameter of the reinforcing bar 5 is larger than the outer diameter which each wing | blade 12a can make.

図18はコンクリート柱の製造方法の第2実施例の第七製造工程を示す断面図である。上記のように、砂型枠11(砂8でできた型)の内側に内型13、内筒12及び鉄筋5を設置した後、図18に示すように、前記内筒12内に少量のモルタル10を流し込む。   FIG. 18 is a sectional view showing a seventh manufacturing process of the second embodiment of the method for manufacturing a concrete pillar. As described above, after the inner mold 13, the inner cylinder 12 and the reinforcing bar 5 are installed inside the sand mold 11 (mold made of sand 8), a small amount of mortar is placed in the inner cylinder 12 as shown in FIG. 10 is poured.

内筒12内に流し込まれた少量のモルタル10は、内筒12の内壁面と内型13によりできた空間を流れ落ちて内筒12の下部に設けた各窓12aから内筒12の外方に流れ出て、内筒12と砂8の型の間に充填される。   A small amount of the mortar 10 poured into the inner cylinder 12 flows down the space formed by the inner wall surface of the inner cylinder 12 and the inner mold 13, and passes outward from the windows 12 a provided at the lower part of the inner cylinder 12. It flows out and is filled between the mold of the inner cylinder 12 and the sand 8.

このとき、前記内型13をコンクリート柱に設ける底の高さ分だけ引き上げて、その後に前記内筒12を回転させながら同程度の高さ引き上げて内型13の下側にもモルタル10を充填する。   At this time, the inner mold 13 is pulled up by the height of the bottom provided on the concrete pillar, and then the inner cylinder 12 is rotated while the same height is raised to fill the lower side of the inner mold 13 with the mortar 10. To do.

前記内型13は下側にモルタル10が充填されるため沈むことはなく、また、前述の通り内型13は中空ではなく重みのある柱状であるため、その後にモルタルが充填されても浮くこともない。   The inner mold 13 does not sink because the mortar 10 is filled on the lower side, and the inner mold 13 is not hollow and has a heavy column shape as described above, so that it floats even if the mortar is filled afterwards. Nor.

図19はコンクリート柱の製造方法の第2実施例の第八製造工程を示す断面図である。図18の第七製造工程を経て、残りのモルタル10を内筒12内に流し込んでゆく。このとき、前記モルタル10が常に内筒12の下端と窓12aから流れ出るようにモルタル10を内筒12内に流し込むと共に内筒12を回転させながら上方へ引き上げていく。   FIG. 19: is sectional drawing which shows the 8th manufacturing process of 2nd Example of the manufacturing method of a concrete pillar. The remaining mortar 10 is poured into the inner cylinder 12 through the seventh manufacturing process of FIG. At this time, the mortar 10 is poured into the inner cylinder 12 so that the mortar 10 always flows out from the lower end of the inner cylinder 12 and the window 12a, and is pulled upward while rotating the inner cylinder 12.

内筒12から流れ出たモルタル10は内筒12の外方においては羽12bにより攪拌されるとともに外方へ押されるため内筒12と砂8の型の間の空間には隙間無くモルタル10が充填され、内筒12の内側においては内羽12cにより攪拌されるとともに内側へ押されるため内筒12と内型13の間の空間にも隙間無くモルタル10が充填される。   The mortar 10 that has flowed out of the inner cylinder 12 is agitated by the wings 12b outside the inner cylinder 12 and pushed outward, so that the space between the inner cylinder 12 and the sand 8 mold is filled with no gap. Since the inner cylinder 12 is agitated by the inner wing 12c and pushed inward, the space between the inner cylinder 12 and the inner mold 13 is filled with the mortar 10 without a gap.

図20はコンクリート柱の製造方法の第2実施例の第九製造工程を示す断面図と完成図である。以上のように内筒12を回転させながら引き上げつつモルタル10を鉄筋5が隠れるまで充填していき、そのまま内筒12を抜きとると図20の左図に示すように中央に内型13が残った状態となる。   FIG. 20 is a sectional view and a completed view showing a ninth manufacturing process of the second embodiment of the method for manufacturing a concrete pillar. As described above, while the inner cylinder 12 is rotated and pulled up, the mortar 10 is filled until the reinforcing bar 5 is hidden, and when the inner cylinder 12 is removed as it is, the inner mold 13 remains in the center as shown in the left figure of FIG. It becomes a state.

そして、その後、モルタル10が固まったら、内型13をモルタル10から引き抜き、固まったモルタル10の周囲の砂8を取り除き、モルタル10を砂型枠11から取り出すと図20の右図に示すような、内部に鉄筋5を埋設した有底の丈夫なコンクリート製擬木1aが完成する。   Then, after the mortar 10 is hardened, the inner mold 13 is pulled out from the mortar 10, the sand 8 around the hardened mortar 10 is removed, and the mortar 10 is taken out from the sand mold 11 as shown in the right figure of FIG. The bottomed strong concrete pseudo-tree 1a with the reinforcing bars 5 embedded therein is completed.

以上より、本発明であるコンクリート柱の製造方法は、
外表面に模様があり鉄筋で補強された有底中空のコンクリート柱の製造方法であって、
筒状の外筒3の外表面に複数本の当木6を配置し、前記外筒3と前記当木6を、外表面に模様を施し内表面に複数本の紐7bを備えた型シート7で内表面を内側にして一括被覆する工程と、
前記型シート7で被覆した前記外筒3を有底の砂型枠11内に設置する工程と、
前記外筒3の外周面と前記型シートと砂型枠2との間に設けた空間に砂8を充填し、固めて前記型シート7の模様を前記砂8に転写する工程と、
前記当木6を取り除き前記型シート7内から前記外筒3を抜き取る工程と、
前記型シート7を取り除く工程と、
前記砂型枠11の底11a上に底砂8aを敷き詰めた上で内部中央に円柱状の内型13を設置し、円筒状で中腹部に複数の窓12aと複数の羽12bを交互に備え、内筒12を、模様を転写した前記砂と内型13の間に配置した上で、模様を転写した前記砂8と前記内筒12の間に筒状の鉄筋5を設置する工程と、
前記内筒12の上端開口部から内筒12内にモルタル10の一部を流し込んで前記窓12aから内筒12の外側に流出させて前記モルタル10が硬化する前に前記内型13を前記有底の厚さ分引き上げて内型13の底部にモルタル10を流入させる工程と、
前記内筒12の上端開口部から内筒12内にモルタル10の残りを流し込んで前記窓12aから内筒12の外側に流出させるとともに前記内筒12を回転し前記羽12bと内羽12cでモルタルを攪拌しながら徐々に上部に引き上げて前記砂型枠11の上端までモルタル10を充填する工程と、
充填したモルタル10が硬化した後に砂型枠2からモルタル10を抜き取る工程と、からなる。
From the above, the method for producing a concrete column according to the present invention is as follows.
A method for producing a bottomed hollow concrete column with a pattern on the outer surface and reinforced with reinforcing bars,
A mold sheet in which a plurality of trees 6 are arranged on the outer surface of a cylindrical outer cylinder 3, and the outer cylinder 3 and the trees 6 are provided with a pattern on the outer surface and provided with a plurality of strings 7b on the inner surface. A process of covering the inner surface with the inner surface at 7;
Installing the outer cylinder 3 covered with the mold sheet 7 in a bottomed sand mold 11;
Filling the space provided between the outer peripheral surface of the outer cylinder 3 and the mold sheet and the sand mold 2 with sand 8 and solidifying and transferring the pattern of the mold sheet 7 to the sand 8;
Removing the wood 6 and extracting the outer cylinder 3 from the mold sheet 7;
Removing the mold sheet 7;
The bottom sand 8a is laid down on the bottom 11a of the sand mold 11, and a columnar inner mold 13 is installed at the center of the inside. The cylinder is alternately provided with a plurality of windows 12a and a plurality of wings 12b in the middle part thereof. Placing the inner cylinder 12 between the sand to which the pattern has been transferred and the inner mold 13, and then installing the cylindrical reinforcing bar 5 between the sand 8 to which the pattern has been transferred and the inner cylinder 12,
A part of the mortar 10 is poured into the inner cylinder 12 from the upper end opening of the inner cylinder 12 and flows out from the window 12a to the outside of the inner cylinder 12 to harden the inner mold 13 before the mortar 10 is cured. Raising the bottom thickness and allowing the mortar 10 to flow into the bottom of the inner mold 13;
The remainder of the mortar 10 is poured into the inner cylinder 12 from the upper end opening of the inner cylinder 12, flows out from the window 12a to the outside of the inner cylinder 12, and the inner cylinder 12 is rotated to mortar between the wings 12b and the inner wings 12c. Step of gradually pulling up to the top while stirring and filling the mortar 10 to the upper end of the sand mold 11;
And the step of extracting the mortar 10 from the sand mold 2 after the filled mortar 10 is cured.

従来の製造方法では、モルタルが硬化するまでの数日間は当然ながら型枠を取り外すことができず、製作数量を上げるために高価な型枠を複数用意しなければならなかったが、上記に示した本発明では、モルタルの硬化に必要な部材は砂型枠2(11)と内筒4(12)(有底の場合は、前記砂型枠、内筒に加え内型13)のみであり、しかも簡単で安価な部材であるため容易に調達でき、製作の再開も可能である。   In the conventional manufacturing method, the formwork could not be removed for several days until the mortar hardened, and several expensive formwork had to be prepared to increase the production quantity. In the present invention, only the sand mold 2 (11) and the inner cylinder 4 (12) (in the case of the bottom, the inner mold 13 in addition to the sand mold and the inner cylinder) are necessary for curing the mortar. Since it is a simple and inexpensive member, it can be easily procured and production can be resumed.

また、従来の製作方法では模様に付着したモルタルの清掃が必要であり、モルタルの付着を軽減するための剥離剤の塗布、空気跡の補修といった工程が必要になったが、本発明ではこれらの工程は不要である。   In addition, the conventional manufacturing method requires cleaning of the mortar attached to the pattern, and a process such as application of a release agent for reducing adhesion of the mortar and repair of air traces are necessary. No process is required.

建設用語で空気跡の欠損をジャンカと言い、このジャンカを防止するためにバイブレーターを使用するが、ジャンカの防止は難しく、特に空気が溜まりやすい凸部はほとんどが欠損状態となる。本発明ではモルタルを雑に流し込んだ場合であってもジャンカを発生させたことはなく、従来よりも製造作業が簡単な上に、出来上がるコンクリート柱も頑丈であることがわかる。   In construction terms, the loss of air marks is called a jumper, and a vibrator is used to prevent this jumper. However, it is difficult to prevent the jumper, and most of the convex portions where air easily accumulates are in a defective state. In the present invention, even when mortar is poured in a sloppy manner, no jumper has been generated, and it can be seen that the manufacturing work is simpler than before and the resulting concrete column is also sturdy.

本発明であるコンクリート柱の製造方法は、砂の型を使用するため外形や模様が複雑なコンクリート柱であっても容易に製造することができ、多大な費用と時間を要することなく外形の型を変更する事もでき、出来上がったコンクリート柱も金網により補強されて丈夫であるため、エクステリア業界に多大な貢献をもたらす。   The method for producing a concrete pillar according to the present invention uses a sand mold, so that even a concrete pillar having a complicated outer shape or pattern can be easily produced, and the outer shape mold can be obtained without much cost and time. The finished concrete pillars are reinforced with wire mesh and are strong, which makes a great contribution to the exterior industry.

1 コンクリート製擬木
1a コンクリート製擬木
2 砂型枠
2a 挿通孔
2b 漏れ止め
3 外筒
4 内筒
4a 窓
4b 羽
4c 中板
4d 被覆
5 鉄筋
6 当木
7 型シート
7a 模様
7b 紐
8 砂
8a 底砂
9 引き抜き具
9a 係止部
10 モルタル
10a 模様
10b 中空
11 砂型枠
11a 底
12 内筒
12a 窓
12b 羽
12c 内羽
13 内型
13a モルタル
DESCRIPTION OF SYMBOLS 1 Concrete imitation tree 1a Concrete imitation tree 2 Sand mold frame 2a Insertion hole 2b Leak stopper 3 Outer cylinder 4 Inner cylinder 4a Window 4b Wing 4c Middle plate 4d Covering 5 Reinforcement 6 Toki 7 Type sheet 7a Pattern 7b String 8 Sand 8a Bottom sand 9 Pull-out tool 9a Locking part 10 Mortar 10a Pattern 10b Hollow 11 Sand mold 11a Bottom 12 Inner cylinder 12a Window 12b Feather 12c Inner feather 13 Inner mold 13a Mortar

Claims (6)

外表面に模様があり鉄筋で補強された中空のコンクリート柱の製造方法であって、
筒状の外筒の外表面に複数本の当木を配置し、前記外筒と前記当木を、外表面に模様を施し内表面に複数本の紐を備えた型シートで内表面を内側にして一括被覆する工程と、
前記型シートで被覆した前記外筒を底部中央に前記外筒の外径より小さい挿通孔を穿設した砂型枠内に設置する工程と、
前記型シートと砂型枠との間に設けた空間に砂を充填し、固めて前記型シートの模様を前記砂に転写する工程と、
前記当木を取り除き前記型シート内から前記外筒を抜き取る工程と、
前記型シートを取り除く工程と、
円筒状で中腹部に複数の窓と複数の羽を交互に備え、内部の前記窓の底辺位置に内部を上下に分割する中板を備えた内筒を、前記砂型枠の挿通孔に設置した上で、模様を転写した前記砂と内筒の間に筒状の鉄筋を設置する工程と、
前記内筒の上端開口部から内筒内にモルタルを流し込んで前記窓から内筒の外側に流出させるとともに前記内筒を回転し前記羽でモルタルを攪拌しながら徐々に上部に引き上げて前記砂型枠の上端までモルタルを充填する工程と、
充填したモルタルが硬化した後に砂型枠からモルタルを抜き取る工程と、
からなることを特徴とするコンクリート柱の製造方法。
A method of manufacturing a hollow concrete column with a pattern on the outer surface and reinforced with reinforcing bars,
A plurality of trees are arranged on the outer surface of a cylindrical outer cylinder, and the inner surface is arranged on the inner surface with a mold sheet having a pattern on the outer surface and a plurality of strings on the inner surface. And batch coating process,
Installing the outer cylinder covered with the mold sheet in a sand mold with an insertion hole smaller than the outer diameter of the outer cylinder at the bottom center;
Filling the space provided between the mold sheet and the sand mold frame with sand, solidifying and transferring the pattern of the mold sheet to the sand;
Removing the tree and extracting the outer cylinder from the mold sheet;
Removing the mold sheet;
A cylindrical inner tube with a plurality of windows and a plurality of wings provided alternately in the middle abdomen, and an inner cylinder provided with a middle plate that divides the interior vertically into the bottom position of the window, was installed in the insertion hole of the sand mold Above, a step of installing a cylindrical reinforcing bar between the sand and the inner cylinder to which the pattern is transferred,
The mortar is poured into the inner cylinder from the upper end opening of the inner cylinder and flows out from the window to the outside of the inner cylinder. Filling the mortar to the top of the
Extracting the mortar from the sand mold after the filled mortar has hardened;
The manufacturing method of the concrete pillar characterized by consisting of.
外表面に模様があり鉄筋で補強された有底中空のコンクリート柱の製造方法であって、
筒状の外筒の外表面に複数本の当木を配置し、前記外筒と前記当木を、外表面に模様を施し内表面に複数本の紐を備えた型シートで内表面を内側にして一括被覆する工程と、
前記型シートで被覆した前記外筒を有底の砂型枠内に設置する工程と、
前記外筒の外周面と前記型シートと砂型枠との間に設けた空間に砂を充填し、固めて前記型シートの模様を前記砂に転写する工程と、
前記当木を取り除き前記型シート内から前記外筒を抜き取る工程と、
前記型シートを取り除く工程と、
前記砂型枠の底上に底砂を敷き詰めた上で内部中央に円柱状の内型を設置し、円筒状で中腹部に複数の窓と複数の羽を交互に備え、内筒を、模様を転写した前記砂と内型の間に配置した上で、模様を転写した前記砂と前記内筒の間に筒状の鉄筋を設置する工程と、
前記内筒の上端開口部から内筒内にモルタルの一部を流し込んで前記窓から内筒の外側に流出させて前記モルタルが硬化する前に前記内型を前記有底の厚さ分引き上げて内型の底部にモルタルを流入させる工程と、
前記内筒の上端開口部から内筒内にモルタルの残りを流し込んで前記窓から内筒の外側に流出させるとともに前記内筒を回転し前記羽と内羽でモルタルを攪拌しながら徐々に上部に引き上げて前記砂型枠の上端までモルタルを充填する工程と、
充填したモルタルが硬化した後に砂型枠からモルタルを抜き取る工程と、
からなることを特徴とするコンクリート柱の製造方法。
A method for producing a bottomed hollow concrete column with a pattern on the outer surface and reinforced with reinforcing bars,
A plurality of trees are arranged on the outer surface of a cylindrical outer cylinder, and the inner surface is arranged on the inner surface with a mold sheet having a pattern on the outer surface and a plurality of strings on the inner surface. And batch coating process,
Installing the outer cylinder covered with the mold sheet in a sand mold with a bottom;
Filling the space provided between the outer peripheral surface of the outer cylinder and the mold sheet and the sand mold, and solidifying and transferring the pattern of the mold sheet to the sand;
Removing the tree and extracting the outer cylinder from the mold sheet;
Removing the mold sheet;
After placing the bottom sand on the bottom of the sand mold frame, a cylindrical inner mold is installed in the center of the inside, and it is cylindrical and is provided with a plurality of windows and a plurality of wings alternately in the middle abdomen. A step of placing a cylindrical reinforcing bar between the sand and the inner cylinder to which the pattern has been transferred, after being placed between the transferred sand and the inner mold;
A part of the mortar is poured into the inner cylinder from the upper end opening of the inner cylinder and flows out from the window to the outside of the inner cylinder, and the inner mold is raised by the thickness of the bottom before the mortar is cured. Flowing mortar into the bottom of the inner mold,
The remainder of the mortar is poured into the inner cylinder from the upper end opening of the inner cylinder and flows out from the window to the outside of the inner cylinder, and the inner cylinder is rotated, and the mortar is stirred gradually with the wings and the inner wing while gradually moving upward. Pulling up and filling the mortar to the top of the sand mold,
Extracting the mortar from the sand mold after the filled mortar has hardened;
The manufacturing method of the concrete pillar characterized by consisting of.
前記羽の位置の前記内筒内に、前記羽と同形の内羽を設けたことを特徴とする請求項2に記載のコンクリート柱の製造方法。 The method for manufacturing a concrete pillar according to claim 2, wherein an inner wing having the same shape as the wing is provided in the inner cylinder at the position of the wing. 前記羽を、内筒の長手方向に対して斜めに、前記窓と窓に間に固定したことを特徴とする請求項1〜請求項3の何れか1項に記載のコンクリート柱の製造方法。 The method for producing a concrete pillar according to any one of claims 1 to 3, wherein the wing is fixed between the window and the window obliquely with respect to the longitudinal direction of the inner cylinder. 前記型シートを取り除く工程を、前記型シートの内側に前記紐を係止する係止部を備えた引き抜き具を挿入し、前記係止部に前記紐を係止し、前記引き抜き具を引き抜くことで、前記型シートを取り除く工程としたことをことを特徴とする請求項1〜請求項4の何れか1項に記載のコンクリート柱の製造方法。 The step of removing the mold sheet is performed by inserting a pulling tool having a locking part for locking the string inside the mold sheet, locking the string to the locking part, and pulling out the pulling tool. The method for producing a concrete pillar according to any one of claims 1 to 4, wherein the mold sheet is removed. 前記模様が、木肌を模した擬木であることを特徴とする請求項1〜請求項5の何れか1項に記載のコンクリート柱の製造方法。 The method for producing a concrete pillar according to any one of claims 1 to 5, wherein the pattern is a pseudo-tree simulating a bark.
JP2011060161A 2011-03-18 2011-03-18 Method of manufacturing concrete pole Withdrawn JP2012192708A (en)

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