JPH0822533B2 - Method for manufacturing pillar formwork for steel reinforced concrete - Google Patents

Method for manufacturing pillar formwork for steel reinforced concrete

Info

Publication number
JPH0822533B2
JPH0822533B2 JP26499993A JP26499993A JPH0822533B2 JP H0822533 B2 JPH0822533 B2 JP H0822533B2 JP 26499993 A JP26499993 A JP 26499993A JP 26499993 A JP26499993 A JP 26499993A JP H0822533 B2 JPH0822533 B2 JP H0822533B2
Authority
JP
Japan
Prior art keywords
mold
formwork
hollow
reinforced concrete
molding
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP26499993A
Other languages
Japanese (ja)
Other versions
JPH07117036A (en
Inventor
由郎 馬場
重春 村山
康貴 塩原
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TEIHYUU KK
Original Assignee
TEIHYUU KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by TEIHYUU KK filed Critical TEIHYUU KK
Priority to JP26499993A priority Critical patent/JPH0822533B2/en
Publication of JPH07117036A publication Critical patent/JPH07117036A/en
Publication of JPH0822533B2 publication Critical patent/JPH0822533B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Rod-Shaped Construction Members (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は鉄骨鉄筋コンクリート
(SRC)造建物の柱を構築するときに使用するコンク
リート製型枠の製造方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for manufacturing a concrete formwork used when constructing columns of a steel frame reinforced concrete (SRC) building.

【0002】[0002]

【従来の技術】鉄骨鉄筋コンクリート造建物の柱を型枠
(パネル)工法によって構築する場合、その型枠の材料
として木製型枠(合板)が用いられているが、木製型枠
は完成後に型枠の取り外し作業が必要で、型枠廃材の処
理問題、及び木材資源の枯渇、更に型枠を作成する職人
の減少等により最近ではプレキャストコンクリート製の
型枠が開発されている。
2. Description of the Related Art When a pillar of a steel-framed reinforced concrete building is constructed by a formwork (panel) method, a wooden formwork (plywood) is used as a material for the formwork. Recently, precast concrete formwork has been developed due to problems such as waste of formwork disposal, depletion of wood resources, and reduction of craftsmen who make formwork.

【0003】プレキャストコンクリート製の型枠は、従
来の木製型枠に相当するコンクリート型枠を工場で生産
し、これを作業現場に搬入して先組みした鉄骨鉄筋に被
せ、中にコンクリートを打設するだけで柱を構築するこ
とができる。そして、コンクリート製型枠は、木製型枠
のように完成後の型枠取り外し作業が必要なく、型枠廃
材の排出削減につながる。もた、施工の簡略化により作
業時間を従来の半分に短縮できる等の優れた利点が得ら
れる。
As for the precast concrete formwork, a concrete formwork corresponding to a conventional wooden formwork is produced in a factory, which is brought to a work site and covered with a steel frame rebar that has been previously assembled, and concrete is placed therein. You can build a pillar just by doing. Further, the concrete formwork does not require the work of removing the formwork after completion unlike the wooden formwork, which leads to a reduction in the discharge of formwork waste materials. In addition, due to the simplification of the construction, the work time can be reduced to half that of the conventional method, which is an excellent advantage.

【0004】ところで、鉄骨鉄筋コンクリート造建物の
柱を構築するのに使用される従来のプレキャストコンク
リート製の型枠は、最初から構築する柱形状の中空体を
縦に二分割した形状、例えばコ形形状、或いは半円弧形
状の成型品を製造し、これを現場に搬入し、現場で成型
品を二個組み合わせて枠組みを行っている。
By the way, a conventional precast concrete formwork used for constructing columns of a steel-framed reinforced concrete building is a column-shaped hollow body constructed from the beginning, which is vertically divided into two, for example, a U-shape. Alternatively, we manufacture a semi-circular shaped molded product, bring it in to the site, and combine the two molded products at the site to form a framework.

【0005】[0005]

【発明が解決しようとする課題】而して、上記した半割
り状の成型品は製造工程における養生からストックの過
程で、即ちコンクリートの硬化進行過程で必ず歪や反
り、捩れ等の変形を生じてしまう。そして、上記した歪
や反り、捩れ等の変形は成形される製品の厚さが薄けれ
ば薄いほど顕著に現れる。このコンクリート製型枠も使
用目的に促して大変薄く設計されているため、上述した
ような歪や変形は避けることができない。その為に、現
場で成型品を鉄骨鉄筋に被せた場合、夫々の成型品が変
形しているため左右の成型品の合せ面が合わず、隙間が
大きく開いたり、表面が波打つなどの問題点を有する。
Therefore, the above-mentioned half-divided molded product always undergoes deformation such as distortion, warpage, and twisting during the process of curing to stocking in the manufacturing process, that is, during the progress of hardening of concrete. Will end up. Then, the above-mentioned deformation such as distortion, warpage, and twist becomes more remarkable as the thickness of the molded product is thinner. Since this concrete formwork is also designed to be very thin for the purpose of use, the above-mentioned distortion and deformation cannot be avoided. Therefore, when the molded products are covered on the steel frame rebar at the site, there is a problem that the mating surfaces of the left and right molded products do not match because the molded products are deformed, a large gap is opened, and the surface is wavy. Have.

【0006】本発明は上述したような従来の技術が有す
る問題点に鑑みてなされたもので、その目的とするとこ
ろは、鉄骨鉄筋コンクリート造建物の柱を構築するのに
使用する二つ割りプレキャストコンクリート製型枠に関
し、歪や反り、捩じれ等の発生がなく、その結果精度良
く合わせることができるプレキャストコンクリート製型
枠を効率良く製造する方法を提供することにある。
The present invention has been made in view of the problems of the above-mentioned conventional techniques, and an object thereof is to make a split precast concrete mold used for constructing columns of a steel-framed reinforced concrete building. It is an object of the present invention to provide a method for efficiently manufacturing a precast concrete formwork that does not cause distortion, warpage, twisting, or the like with respect to the formwork, and as a result can be matched accurately.

【0007】[0007]

【課題を解決するための手段】上記の目的を達成するた
めに本発明が講じた技術的手段は、外金型と内金型とで
区画される中空筒体の成形空間内に、該空間を左右に二
分割する仕切材と、その仕切材を挟んで対称位置にイン
サートナットを内金型又は外金型にボルト止めして配置
し、この外金型と内金型との間の成形空間にセメント系
材料を充填し、セメント系材料が硬化した時点で内金型
を取り外し、成形品に埋設されたインサートナットを利
用して仕切材を挟む左右の成形品に連結治具をセット
し、最後に成形品を外金型より外し、且つ成形品を二分
割する仕切材を除去して二分割の型枠を得ることを特徴
とする。即ち、成形から養生の過程では閉鎖した中空筒
体とし、強度と剛性の高まりを待ってこの中空筒体を左
右に分割する仕切材を取り除くことによって現場使用に
供し得る型枠を製造することを特徴とする方法である。
Means for Solving the Problems The technical means taken by the present invention to achieve the above-mentioned object is to provide a space inside a molding space of a hollow cylinder defined by an outer mold and an inner mold. A partitioning material that divides the left and right parts into two parts, and insert nuts are bolted to the inner die or outer die at symmetrical positions with the partitioning material sandwiched between them, and the molding between the outer die and the inner die is performed. Fill the space with the cement-based material, remove the inner mold when the cement-based material hardens, and use the insert nut embedded in the molded product to set the connecting jig on the left and right molded products that sandwich the partitioning material. Finally, the molded product is removed from the outer mold, and the partition material that divides the molded product into two parts is removed to obtain a two-part form frame. That is, in the process from molding to curing, a closed hollow cylinder is used, and after waiting for the increase in strength and rigidity, the partitioning material that divides this hollow cylinder into left and right parts is removed to produce a mold that can be used in the field. This is a characteristic method.

【0008】上記の中空筒体の形状としては、正方形、
長方形、正六角形、正八角形等の角形中空筒体、或いは
円形、楕円形等の円形中空筒体、更には星形等の異形中
空筒体等が挙げられる。又、上記した中空筒体の成形
は、遠心成形法、振動成形法等今日一般的に採用されて
いる成形法を採用する事ができる。更に、上記した中空
筒体の成形材料はセメント系の材料、或いはこれに合成
樹脂を配合した材料のいずれでも良いものである。
The shape of the hollow cylinder is a square,
Examples thereof include rectangular hollow cylinders such as regular hexagons and regular octagons, circular hollow cylinders such as circles and ellipses, and deformed hollow cylinders such as stars. Further, the hollow cylinder described above can be molded by a molding method that is generally used today, such as a centrifugal molding method or a vibration molding method. Further, the molding material for the hollow cylindrical body may be either a cement-based material or a material in which a synthetic resin is mixed.

【0009】又、中空筒体を二分割する仕切材の取付け
位置は中空筒体を左右に二分割する中央位置に限られる
ものではなく、鉄骨鉄筋に対して外側から被せることが
できる横断面略コ字形形状となる二箇所に配置する。
Further, the mounting position of the partitioning member that divides the hollow cylindrical body into two is not limited to the central position where the hollow cylindrical body is divided into the right and left, and the cross-section of the steel rebar can be covered from the outside. Place it in two places that form a U-shape.

【0010】[0010]

【作用】上記の手段によれば、コンクリートの硬化進行
過程は断面形状が閉鎖された中空筒体のままで行われる
ことで、反りや捩じれ等の変形の発生がなく、強度及び
剛性が十分に付与された中空筒体が得られる。そして、
その中空筒体に装着された仕切材を取り除いて得られる
左右の型枠は合せ面が同じであるため対を成し、現場で
の使用においては精度良く合わせることができる。しか
も、仕切材で仕切られた左右の型枠は連結治具で連結さ
れているため、仕切材の除去によって分割された左右の
型枠がバラバラにならず、ストック及び運搬等を能率良
く行うことができる。
According to the above means, since the hardening progress process of concrete is performed with the hollow cylindrical body whose cross-sectional shape is closed, deformation such as warping or twisting does not occur, and the strength and rigidity are sufficient. The imparted hollow cylinder is obtained. And
The left and right molds obtained by removing the partition material attached to the hollow cylindrical body form a pair because the mating surfaces are the same, and they can be accurately matched in the field use. Moreover, since the left and right molds that are partitioned by the partition material are connected by the connecting jig, the left and right mold frames that are divided by the removal of the partition material do not fall apart, and stock and transportation can be performed efficiently. You can

【0011】[0011]

【実施例】以下、本発明の実施例を図面に基づき説明す
ると、断面形状が略正方形を成した外金型Aの各コーナ
ー部内側に該外金型A内面と所定の間隔をおいて内金型
Bを配置して角形中空筒体の成形空間aを区画形成し、
その成形空間を縦割り状に二分割する仕切材1を相対峙
した位置に外金型A外側からボルト止め2によって固定
し、且つその仕切材1を挟んで対称位置にインサートナ
ット3が前記内金型Bにボルト4で固定されて成形金型
が構成されている。そして、この成形金型は今日周知の
遠心成形法によって回転し、回転する金型内にセメント
系材料を供給することで成形空間aにセメント系材料が
充満して中空角形筒体Cを形成する。尚、インサートナ
ット3の取り付け位置は成形金型の軸心方向に沿った両
側の開口端寄りとし、次の工程における内金型Bの取り
外し、及び連結治具6の取り付け作業を容易に行うこと
ができるようにする。又、成形空間a内には適宜補強材
5を挿入配置して成形する型枠の強度を高めることは任
意である。
Embodiments of the present invention will now be described with reference to the drawings. Inside the corners of the outer mold A having a substantially square cross section, the inner surface of the outer mold A is spaced from the inner surface by a predetermined distance. The mold B is arranged to define the forming space a of the rectangular hollow cylindrical body,
A partition member 1 that divides the molding space into two parts is vertically fixed to the opposite position by a bolt 2 from the outside of the outer mold A, and an insert nut 3 is provided at a symmetrical position with the partition member 1 interposed therebetween. It is fixed to the mold B with bolts 4 to form a molding mold. Then, this molding die is rotated by a centrifugal molding method which is well known today, and the cement material is filled into the rotating die to fill the molding space a with the cement material to form the hollow rectangular cylinder C. . It should be noted that the insert nut 3 should be attached at a position close to the opening ends on both sides along the axial direction of the molding die so that the inner die B can be removed and the connecting jig 6 can be easily attached in the next step. To be able to In addition, it is optional to increase the strength of the molding frame by inserting and arranging the reinforcing material 5 in the molding space a.

【0012】成形金型に供給したセメント系材料が中空
角形筒体Cを形成して、ある程度硬化した時点で筒体内
に埋設固定されたインサートナット3に螺着したボルト
4を取り外して内金形Bを外し、その後で前記インサー
トナット3を利用して連結治具6をボルト7で定着す
る。従って、中空角形筒体Cに装着される連結治具6は
一方の開口端に2個で、両側で合計4個取り付けられ
る。そして、中空角形筒体Cの養生硬化が促進した段階
で外金型Aの内面に仕切材1を止めていたボルト2を外
し、その後で外金型Aを複数部材に分解して中空角形筒
体Cを取り出し、しかる後該筒体を縦割り状に二分割す
る仕切材1を内側から叩いて除去することで断面形状が
略コ字形の型枠8,8´が得られる。
The cement-based material supplied to the molding die forms a hollow rectangular cylinder C, and when it is hardened to some extent, the bolt 4 screwed into the insert nut 3 embedded and fixed in the cylinder is removed to remove the inner metal mold. B is removed, and then the connecting jig 6 is fixed by the bolt 7 using the insert nut 3. Therefore, two connecting jigs 6 are attached to the hollow prismatic cylinder C at one opening end, and a total of four connecting jigs 6 are attached on both sides. Then, at the stage where the curing and hardening of the hollow prismatic cylinder C is promoted, the bolts 2 which hold the partition material 1 on the inner surface of the outer mold A are removed, and then the outer mold A is disassembled into a plurality of members to form a hollow prismatic cylinder. The body C is taken out, and thereafter, the partition member 1 which divides the tubular body into two in a vertical split shape is tapped from the inside to remove, so that molds 8 and 8'having a substantially U-shaped cross section are obtained.

【0013】上記した中空角形筒体Cの周壁二箇所に仕
切材1を介在して製造する型枠8,8´の形態として
は、例えば図4(a) に示すように周壁の中心線に沿って
仕切材を配置して二分割の型枠を同一形状のコ字形とし
たもの、或いは図4(b) に示すように正方形の対角線上
で切断して断面形状略L字形としたもの等が挙げられ
る。尚、二箇所を仕切材で分断して製造される二個の型
枠は図示した同一形状の形態に限られるものではなく、
例えば長短寸法の異なるコ字形形状等でも良いことは言
うまでもないことである。
As a form of the molds 8 and 8'manufactured by interposing the partition member 1 at two locations on the peripheral wall of the hollow prismatic cylinder C, for example, as shown in FIG. A partition material is placed along it to form a two-divided formwork with the same U-shape, or as shown in Fig. 4 (b), cut along the diagonal line of a square to form a substantially L-shaped cross-section, etc. Is mentioned. It should be noted that the two molds manufactured by dividing the two parts by the partitioning material are not limited to the shapes of the same shape illustrated,
Needless to say, for example, a U-shape having different long and short dimensions may be used.

【0014】以上の如くして中空角形筒体Cから周壁に
配置された仕切材1を除去することで二分割された型枠
8,8´は鉄骨鉄筋Dを囲むように外側から被せ、両型
枠8,8´に亘って平板状の連結板(図示省略)を橋渡
しし、型枠に埋設されたインサートナット3を利用して
ボルト止めして両型枠を連結する。尚、型枠8,8´の
接合連結に際し両型枠の接合面間に必要に応じてパッキ
ンを介在することは自由である。そして、鉄骨鉄筋Dを
囲むように外側から被せられ接合される型枠8,8´は
筒体を縦に仕切材で二分割して得られ対を成しているも
のであるから、仕切材との接触面はそのまま接合面とな
り、型枠を合わせて筒状とする時の合わせ精度を高める
ことができる。しかも、二分割の型枠はそのまま連結治
具2で連結されていることで、仕切材の除去によって得
られる型枠はバラバラにならず、対の状態で現場に搬送
し、型枠の組み立てを行なうことができる。更に、上述
した実施例はインサートナットを内金型に取り付けた実
施例であるが、該インサートナットの取り付けは外金型
に取り付けてもよいものである。
As described above, by removing the partition material 1 arranged on the peripheral wall from the hollow prismatic cylinder C, the mold frames 8 and 8'divided in two are covered from the outside so as to surround the steel rebar D, A flat plate-like connecting plate (not shown) is bridged over the molds 8 and 8 ', and bolts are used to connect the two molds by using the insert nut 3 embedded in the molds. It should be noted that, when joining and connecting the forms 8 and 8 ', it is free to interpose packing between the joining surfaces of the two forms, if necessary. Further, the molds 8 and 8'covered and joined from the outside so as to surround the steel rebar D are obtained by vertically dividing the tubular body into two parts by a partition member to form a pair. The contact surface with and becomes the joining surface as it is, and it is possible to improve the alignment accuracy when the molds are aligned to form a tubular shape. Moreover, since the two-divided formwork is connected by the connecting jig 2 as it is, the formwork obtained by removing the partition material does not fall apart, and the formwork is transported in a pair state to the site to assemble the formwork. Can be done. Further, although the above-mentioned embodiment is an embodiment in which the insert nut is attached to the inner die, the insert nut may be attached to the outer die.

【0015】[0015]

【発明の効果】本発明の鉄骨鉄筋コンクリート用柱型枠
の製造方法は請求項1に示すように、中空角形筒体又は
中空円形筒体を成形する成形金型内に、成形される筒体
を縦割り状に二分割する仕切材を配置し、且つその仕切
材を挟んで対称位置にインサートナットを金型にボルト
止めして配置し、この成形金型にセメント系材料を充填
し、材料が硬化した時点で金型を外し、仕切材を除去し
て縦割り二分割の型枠を得るようにしたものであるか
ら、歪や反り、捩じれ等の変形が無く、しかも精度良く
合わせることができる型枠を能率良く製造することがで
きる。
As described in claim 1, the method for manufacturing a column frame for steel reinforced concrete according to the present invention comprises forming a cylindrical body in a molding die for forming a hollow rectangular cylinder or a hollow circular cylinder. A partitioning material that is divided into two in a vertical split is arranged, and insert nuts are bolted to the mold at symmetrical positions with the partitioning material sandwiched, and this molding mold is filled with cementitious material. At the time of hardening, the mold is removed and the partitioning material is removed to obtain a vertically split two-part formwork, so there is no deformation such as distortion, warpage, or twisting, and it is possible to match it accurately. The mold can be manufactured efficiently.

【0016】しかも、仕切材を除去する前に筒体に埋設
されているインサートナットを利用して仕切材で分断さ
れている両型枠を連結治具で連結しているため、仕切材
を除去して得られる両型枠はバラバラにならず常に対を
成すため、現場への搬送及び現場での組み立てを簡便に
行なうことができる。そして、連結治具を取り付けるた
めのインサートナットは、該型枠を鉄骨鉄筋に被せる組
み付け時、接合する型枠同志の連結に利用できるという
利点を有する。
Moreover, before the partition material is removed, the insert nuts embedded in the cylinder are used to connect the two molds separated by the partition material with a connecting jig, so that the partition material is removed. Since the two molds thus obtained do not become disjointed and always form a pair, they can be easily transported to the site and assembled at the site. The insert nut for attaching the connecting jig has an advantage that it can be used for connecting the molds to be joined together when the molds are mounted on the steel rebar.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明に係る製造方法の一実施例を示す遠心成
形法に用いる成形金型の断面図である。
FIG. 1 is a cross-sectional view of a molding die used in a centrifugal molding method showing an embodiment of a manufacturing method according to the present invention.

【図2】成形金型から内金型を外し、連結治具を取り付
けた状態の断面図である。
FIG. 2 is a cross-sectional view showing a state in which an inner mold is removed from a molding mold and a connecting jig is attached.

【図3】外金型を外し、仕切材を外して型枠を得た状態
の断面図である。
FIG. 3 is a cross-sectional view of a state where a mold is obtained by removing an outer mold and a partition member.

【図4】成形した型枠で鉄骨を覆う状態を示す説明図で
ある。
FIG. 4 is an explanatory view showing a state in which a steel frame is covered with a molded frame.

【符号の説明】[Explanation of symbols]

A…外金型 B…内金型 C…中空筒体 D…鉄骨 1…仕切材 3…インサートナット 6…連結治具 A ... Outer mold B ... Inner mold C ... Hollow cylinder D ... Steel frame 1 ... Partition material 3 ... Insert nut 6 ... Connection jig

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 外金型と内金型とで区画される中空筒体
の成形空間内に、該空間を左右に二分割する仕切材と、
その仕切材を挟んで対称位置にインサートナットを内金
型又は外金型にボルト止めして配置し、この外金型と内
金型との間の成形空間にセメント系材料を充填し、セメ
ント系材料が硬化した時点で内金型を取り外し、成形品
に埋設されたインサートナットを利用して仕切材を挟む
左右の成形品に連結治具をセットし、最後に成形品を外
金型より外し、且つ成形品を二分割する仕切材を除去し
て二分割の型枠を得ることを特徴とする鉄骨鉄筋コンク
リート用柱型枠の製造方法。
1. A partitioning member that divides the space into left and right parts in a molding space of a hollow cylindrical body defined by an outer mold and an inner mold,
Place the insert nut in a symmetrical position across the partition material by bolting it to the inner mold or the outer mold, and fill the molding space between this outer mold and the inner mold with a cement-based material, and cement. When the system material has hardened, remove the inner mold, set the connecting jig to the left and right molded products that sandwich the partitioning material using the insert nut embedded in the molded product, and finally remove the molded product from the outer mold. A method for manufacturing a pillar formwork for steel-framed reinforced concrete, which comprises removing a partitioning material that separates a molded product into two parts to obtain a formwork that is divided into two parts.
JP26499993A 1993-10-22 1993-10-22 Method for manufacturing pillar formwork for steel reinforced concrete Expired - Lifetime JPH0822533B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26499993A JPH0822533B2 (en) 1993-10-22 1993-10-22 Method for manufacturing pillar formwork for steel reinforced concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26499993A JPH0822533B2 (en) 1993-10-22 1993-10-22 Method for manufacturing pillar formwork for steel reinforced concrete

Publications (2)

Publication Number Publication Date
JPH07117036A JPH07117036A (en) 1995-05-09
JPH0822533B2 true JPH0822533B2 (en) 1996-03-06

Family

ID=17411168

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26499993A Expired - Lifetime JPH0822533B2 (en) 1993-10-22 1993-10-22 Method for manufacturing pillar formwork for steel reinforced concrete

Country Status (1)

Country Link
JP (1) JPH0822533B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT1250307B (en) * 1991-09-17 1995-04-07 Romfin Srl PROCEDURE FOR THE TRANSFORMATION OF BIOLOGICAL MASSES FOR THE PURPOSE OF USE IN AGRICULTURE.

Also Published As

Publication number Publication date
JPH07117036A (en) 1995-05-09

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