JP4299864B2 - Grout formwork for building column base and installation method - Google Patents

Grout formwork for building column base and installation method Download PDF

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JP4299864B2
JP4299864B2 JP2007029249A JP2007029249A JP4299864B2 JP 4299864 B2 JP4299864 B2 JP 4299864B2 JP 2007029249 A JP2007029249 A JP 2007029249A JP 2007029249 A JP2007029249 A JP 2007029249A JP 4299864 B2 JP4299864 B2 JP 4299864B2
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庄次 松沢
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本発明は、建物の基礎と鉄骨製柱を接合する柱脚部に対し、グラウト材を充填して連結支持層を形成する際に用いる建物の柱脚用グラウト型枠とその設置方法に関する。   The present invention relates to a grout form for a building column base used for filling a grout material to form a connection support layer for a column base portion that joins the foundation of a building and a steel column, and a method for installing the same.

建物の柱脚部は、下記の特許文献などにも開示されているように、鉄骨製柱を介して建物の応力を基礎に伝達するために、基礎コンクリート中に埋設したアンカーボルトの上端側を地上に突出させ、鉄骨製柱の下端側に設けたベースプレートと連結している。また、現場打ちした基礎コンクリートの上面は凹凸のある不陸面になり易いので、ベースプレートの下面との間に予め一定の隙間を設け、この隙間の外周囲にグラウト型枠を設置してグラウト材を充填することにより、ベースプレートの下面を水平レベルに保持し且つ基礎コンクリートの上面と密着させる連結支持層を設けている。
特開2000−17729号公報 特開2000−291018号公報 特開2001−311219号公報 登録実用新案第3029343号公報 特許第2652111号公報
As disclosed in the following patent documents, the column base of the building is connected to the upper end of the anchor bolt embedded in the foundation concrete in order to transmit the building stress to the foundation via the steel column. It protrudes on the ground and is connected to a base plate provided on the lower end side of the steel column. In addition, since the top surface of the foundation concrete that is cast in the field tends to be uneven and uneven, a certain gap is provided in advance between the bottom surface of the base plate, and a grout formwork is installed around the outside of this gap. In order to maintain the lower surface of the base plate at a horizontal level and to be in close contact with the upper surface of the foundation concrete, the connecting support layer is provided.
JP 2000-17729 A JP 2000-291018 A JP 2001-311219 A Registered Utility Model No. 3029343 Japanese Patent No. 2652111

従来のグラウト型枠とその設置方法は、例えば特許文献1の場合には、型枠材として方形枠状に形成した帯状紙材を用い、型枠材には各辺の下側から外向きのフランジ部を折り曲げ加工すると共に、各辺の内側には間隔設定用凸部を設けている。この特許文献1のグラウト型枠とその設置方法では、型枠材に帯状紙材を用いているので、型枠材が安価で且つ施工コストを低減できると共に、間隔設定用凸部によって、鉄骨製柱のベースプレートと型枠の間隔を一定に保持できること、などの効果が期待できる。   For example, in the case of Patent Document 1, a conventional grout mold and its installation method use a strip-shaped paper material formed in a rectangular frame shape as a mold material, and the mold material is directed outward from the lower side of each side. The flange portion is bent and an interval setting convex portion is provided inside each side. In the grout formwork and its installation method of Patent Document 1, since a strip-shaped paper material is used for the formwork material, the formwork material is inexpensive and the construction cost can be reduced. The effect that the distance between the base plate of the column and the formwork can be kept constant can be expected.

特許文献2の場合には、型枠材として平板状の桟木などを用い、断面をU字状に形成した連結部材を四隅に配置し、隣接する連結部材の間に各桟木の両端部を嵌合して方形枠状に連結すると共に、ベースプレートを連結するアンカーボルトの頭部と型枠の角部をバネ部材で係止保持している。この特許文献2のグラウト型枠とその設置方法では、連結部材で平板状の桟木を容易に連結できると共に、グラウト材を注入した際における型枠の撓みを保持バネ部材で防止できること、などの効果が期待できる。   In the case of Patent Document 2, a plate-like crosspiece or the like is used as a formwork material, connecting members having a U-shaped cross section are arranged at four corners, and both ends of each crosspiece are fitted between adjacent connecting members. Together, they are connected in the form of a square frame, and the heads of the anchor bolts that connect the base plate and the corners of the mold frame are latched and held by spring members. In the grout formwork and its installation method of Patent Document 2, it is possible to easily connect a plate-like pier with a connecting member, and to prevent the formwork from being bent when a grout material is injected with a holding spring member. Can be expected.

特許文献3の場合には、型枠材として帯状鋼板などを用い、枠外方に膨出した膨出形状部を一部分に設けて方形枠状に形成すると共に、当該グラウト型枠は予め工場などで鉄骨製柱のベースプレートに仮止めしている。この特許文献3のグラウト型枠とその設置方法では、施工現場での組立作業が不要であると共に、ベースプレートに対して型枠を位置ずれしないで設置できること、などの効果が期待できる。   In the case of Patent Document 3, a strip-shaped steel plate or the like is used as a mold material, and a bulging shape portion that bulges outward from the frame is provided in a part to form a rectangular frame shape. Temporarily fixed to the base plate of a steel column. With the grout formwork and its installation method of Patent Document 3, it is possible to expect the effects that assembly work at the construction site is unnecessary and that the formwork can be installed without being displaced with respect to the base plate.

特許文献4の場合には、型枠材として両端側に切欠状の嵌合溝を設けた帯状板材を用い、隣接する各帯状板材は嵌合溝を介して相互に連結して井桁状に形成している。特許文献4のグラウト型枠とその設置方法では、型枠材が安価で且つ組立が容易であること、などの効果が期待できる。   In the case of Patent Document 4, a strip-shaped plate material provided with notched fitting grooves on both ends is used as a mold material, and adjacent strip-shaped plate materials are connected to each other via a fitting groove to form a cross-beam shape. is doing. With the grout formwork and the installation method of Patent Document 4, it is possible to expect effects such as that the formwork material is inexpensive and easy to assemble.

特許文献5の場合には、鉄筋又は鉄筋・鉄骨コンクリート造の角柱を構築する型枠で、特許文献1乃至4などとは目的を異にするが、L字状又はコ字状に折り曲げ加工した型枠材は、透光性で中空のプラスチック製ダンボール材を用いて断面矩形に形成すると共に、型枠材の外周囲を桶のたが状に配置したコラムクランプで拘束している。この特許文献5のグラウト型枠とその設置方法では、中空なので軽量であること、表面が平滑で剥離性が良いこと、繰り返し再使用が可能であること、透光性でグラウト材の充填量を外側から目視できること、などの効果が期待できる。   In the case of Patent Document 5, it is a mold for constructing a reinforcing bar or a reinforcing steel / steel-concrete prism, which has a different purpose from Patent Documents 1 to 4, but is bent into an L shape or a U shape. The formwork material is formed in a rectangular cross section using a translucent and hollow plastic corrugated cardboard material, and the outer periphery of the formwork material is constrained by a column clamp arranged in a hook shape. In the grout formwork and its installation method of Patent Document 5, it is lightweight because it is hollow, the surface is smooth and has good peelability, it can be reused repeatedly, and it is translucent and has a filling amount of grout material. Effects such as being visible from the outside can be expected.

これら特許文献を含む従来のグラウト型枠とその設置方法では、例えば特許文献1の場合には、型枠材に帯状紙材を用いているので、無収縮モルタルなどのグラウト材を充填した際に、グラウト材中の水分を吸収して脆弱化し、内圧で外側へ撓み変形して型枠としての機能が損なわれる恐れがあること、型枠の内面にグラウト材が付着して脱型を困難にすること、何度も繰り返して再使用ができないこと、特にフランジ部があると型枠を設置する基礎コンクリートの上面に不陸(凹凸)や立ち上がり鉄筋などがあると設置できないこと、などの課題があった。   In the conventional grout formwork including these patent documents and the installation method thereof, for example, in the case of Patent Document 1, since a strip-shaped paper material is used for the formwork material, when a grout material such as a non-shrink mortar is filled. It absorbs moisture in the grout material and becomes brittle, it may bend and deform outward due to internal pressure, and the function as a mold may be impaired, and the grout material adheres to the inner surface of the mold, making it difficult to demold Problems such as being unable to be reused over and over again, especially if there is a flange, and if there is unevenness (unevenness) or rising reinforcing bars on the top surface of the foundation concrete where the formwork is installed, there were.

また特許文献2の場合には、連結部材の形状が複雑で加工が容易ではなく且つ高価であること、型枠材として平板状の桟木などを用いているので、型枠を設置する基礎コンクリートの上面に不陸(凹凸)や立ち上がり鉄筋などがあると設置ができないこと、グラウト材の充填量を外部から確認することが困難であること、などの課題があった。   In the case of Patent Document 2, since the shape of the connecting member is complicated and not easy to process and is expensive, and a plate-like pier is used as the formwork material, the foundation concrete for installing the formwork is used. There were problems such as being unable to install if there were unevenness (unevenness) or rising reinforcing bars on the upper surface, and it was difficult to confirm the amount of grout filling from the outside.

また特許文献3の場合には、帯状鋼板を用いて膨出形状部を含む方形枠状に一体形成しているので、型枠の加工が容易ではなく且つ高価であること、型枠を設置する基礎コンクリートの上面に大きな不陸(凹凸)あったり、立ち上がり鉄筋などがあると弾性シール部材では対応ができないこと、ベースプレートの外径が異なる他の連結支持層には転用ができないこと、などの課題があった。   In the case of Patent Document 3, since a strip-shaped steel plate is used to integrally form a rectangular frame shape including a bulging shape portion, the processing of the mold is not easy and expensive, and the mold is installed. Issues such as large unevenness (unevenness) on the upper surface of the foundation concrete, rising reinforcing bars, etc., which cannot be handled by the elastic seal member, and cannot be diverted to other connected support layers with different base plate outer diameters was there.

また特許文献4の場合には、型枠材として帯状板材を用いているので、型枠を設置する基礎コンクリートの上面に不陸(凹凸)や立ち上がり鉄筋などがあると設置することができないこと、グラウト材の充填量を外部から確認することが困難であること、ベースプレートの外径が異なる他の連結支持層には転用ができないこと、などの課題があった。   In addition, in the case of Patent Document 4, since a strip-shaped plate material is used as a formwork material, it cannot be installed if there is unevenness (unevenness) or rising reinforcing bars on the upper surface of the foundation concrete on which the formwork is installed, There are problems such as difficulty in confirming the filling amount of the grout material from the outside and diversion to other connected support layers having different outer diameters of the base plate.

さらに特許文献5の場合には、特に隔壁片(補強条)で仕切られた各中空部が垂直方向に延在する態様で並設して配置させ、プラスチック製ダンボール材を型枠材として用いているので、垂直方向である長手方向に対しては撓み変形を少なくすることができるが、水平方向である短手方向に対しては撓み変形が生じ易く、そのために型枠材の外周囲に桶のたが状をした多数のコラムクランプを配置して拘束する必要があり、本件が実施対象とするグラウト型枠には採用することができなかった。   Further, in the case of Patent Document 5, the hollow portions partitioned by the partition pieces (reinforcing strips) are arranged side by side in a manner extending in the vertical direction, and a plastic cardboard material is used as a formwork material. Therefore, bending deformation can be reduced in the longitudinal direction, which is the vertical direction, but bending deformation is likely to occur in the lateral direction, which is the horizontal direction. It was necessary to place and restrain a large number of column clamps in the shape of an eagle, and could not be adopted for the grout formwork to be implemented in this case.

すなわち、本件が実施対象とするグラウト型枠の場合には、アンカーボルトに連結して基礎コンクリート上へ既に立設した鉄骨製柱のベースプレートを囲繞する態様で、基礎コンクリートの上面との間の隙間にグラウト材を充填するために、帯状の型枠材を横長にして使用する必要があるから、たが状をしたコラムクランプを装着することができず、特に長手方向となる水平方向に対する撓み変形を少なくするためには、型枠材自体に一定の強度を持たせるか、型枠を基礎コンクリート上に固定することが要求される。   That is, in the case of the grout formwork to be implemented in this case, the gap between the top surface of the foundation concrete is connected to the anchor bolt and surrounds the base plate of the steel column already erected on the foundation concrete. In order to fill the grout material, it is necessary to use a strip-shaped formwork material in a horizontally long shape. Therefore, it is not possible to mount a column-shaped column clamp, and in particular, bending deformation in the horizontal direction which is the longitudinal direction. In order to reduce this, it is required to give the formwork material itself a certain strength or to fix the formwork on the foundation concrete.

本発明では、これら従来技術の課題を解決しうる建物の柱脚用グラウト型枠とその設置方法を提供するものであって、特許文献1乃至4などの従来技術に比べると、型枠の構造が簡単で安価に提供でき且つ施工も容易であること、繰り返し再使用することが可能であること、型枠を設置する基礎コンクリートの上面に不陸(凹凸)や立ち上がり鉄筋などがあっても対応できること、などを目的とするものである。   In the present invention, a grout formwork for a column base of a building that can solve the problems of the prior art and a method for installing the same are provided. Compared to the prior arts such as Patent Documents 1 to 4, the structure of the formwork is provided. Is easy and inexpensive to provide, can be easily re-used, can be reused repeatedly, and can handle uneven surfaces or raised reinforcing bars on the top surface of the foundation concrete where the formwork is installed The purpose is to be able to.

また、ベースプレートの外径や形状が異なる他の連結支持層にも転用したり、厚みが異なる連結支持層に適合させたり、グラウト材の充填量を外部から確認できるようにしたり、グラウト材を注入する前に行われるレベルモルタルの充填用型枠にも転用できるようにすることなど、各種の形態を採ることも可能な建物の柱脚用グラウト型枠とその設置方法を提供する。   In addition, it can be used for other connection support layers with different outer diameters and shapes of the base plate, adapted to connection support layers with different thicknesses, the amount of grout material can be checked from the outside, and grout material injection Provided is a grout formwork for a column base of a building that can be used in various forms, such as being able to be transferred to a formwork for filling level mortar performed before the construction, and a method for installing the same.

さらに、特許文献5などの従来技術に比べると、型枠材自体に一定の強度を持たせて、長手方向となる水平方向に対する撓み変形を少なくすることができると共に、型枠を基礎コンクリート上へ容易に固定できるようにすること、などを目的とするものである。   Furthermore, as compared with the prior art such as Patent Document 5, the mold material itself can have a certain strength to reduce bending deformation in the horizontal direction, which is the longitudinal direction, and the mold can be placed on the foundation concrete. The purpose is to enable easy fixing.

本発明による建物の柱脚用グラウト型枠は、表裏両面板の間を多数の隔壁片で接合した中空のプラスチック製ダンボール材を帯状型枠材として用い、定尺に裁断した1又は複数枚の帯状型枠材の端部を連結して所望の型枠形状で型枠本体を形成すると共に、型枠本体の外側適所には帯状型枠材が重合する型枠取付部を複数個所に設け、型枠本体と型枠取付部は隔壁片で仕切られた各中空部が水平方向に延在する態様で基礎コンクリート上に設置できるようにした。(請求項1)   The grout formwork for a column base of a building according to the present invention uses one or a plurality of strip-shaped molds cut into a standard using a hollow plastic cardboard material in which a large number of partition wall pieces are joined between front and back double-sided plates. The end of the frame material is connected to form a mold body with a desired shape, and a plurality of mold attachment portions where the strip-shaped frame material overlaps are provided at appropriate positions outside the mold body. The main body and the formwork mounting part were designed to be installed on the foundation concrete in such a manner that each hollow part partitioned by the partition piece extends in the horizontal direction. (Claim 1)

請求項1による建物の柱脚用グラウト型枠において、前記型枠本体は方形枠状を含む多角形状又円形状に形成すると共に、型枠取付部は型枠本体の外側に宛がった状態で連結した重合片で形成するか、型枠本体の端部をオーバーラップさせた状態で連結した連結部分の外側片で形成するか、型枠本体の端部を跨った状態で連結した連結部分の架設片で形成するか、の何れかの形態を採ることができる。(請求項2)   The grout formwork for the column base of a building according to claim 1, wherein the formwork body is formed in a polygonal shape or a circular shape including a square shape, and the formwork attachment portion is directed to the outside of the formwork body. Formed by the polymer piece connected in the above, or formed by the outer piece of the connection part connected in the state where the end of the mold body is overlapped, or the connection part connected in the state straddling the end of the mold body It is possible to take any form of forming with the installation piece. (Claim 2)

本発明による建物の柱脚用グラウト型枠の設置方法は、請求項1又は2に記載した建物の柱脚用グラウト型枠に対する設置方法であって、前記型枠本体を基礎コンクリート上に配置し、前記型枠取付部の外側から隔壁片を斜めに貫通するコンクリート釘などの係止部材を打ち込み、基礎コンクリート上に固定した。(請求項3)   A method for installing a grout formwork for a column base of a building according to the present invention is an installation method for a grout formwork for a column base of a building according to claim 1 or 2, wherein the formwork body is disposed on a foundation concrete. Then, a locking member such as a concrete nail that obliquely penetrates the partition wall piece was driven from the outside of the mold attachment portion and fixed on the foundation concrete. (Claim 3)

請求項3による建物の柱脚用グラウト型枠において、前記型枠取付部には重合片、外側片、架設片を水平に貫通する係止部材の導入孔を設けた形態を採ることができる。(請求項4)   The grout formwork for the column base of the building according to claim 3 may be configured such that the formwork mounting portion is provided with an introduction hole for a locking member that horizontally penetrates the overlapping piece, the outer piece, and the installation piece. (Claim 4)

請求項1の発明による建物の柱脚用グラウト型枠では、型枠を形成する帯状型枠材として、ポリプロピレンなどの中空のプラスチック製ダンボール材を用いるているので、切断や折り曲げ及び接合などの加工が容易で所望の型枠形状にすることが可能であると共に、軽量で保管や運搬及び設置する際における取り扱いが容易である。   In the grout formwork for the column base of the building according to the first aspect of the invention, since a hollow plastic cardboard material such as polypropylene is used as the belt-like formwork material forming the formwork, processing such as cutting, bending and joining is performed. Is easy and can be formed into a desired formwork shape, and is lightweight and easy to handle during storage, transportation and installation.

また、切断して直角状におけ曲げ加工した角隅部も引張強度が大きくて強靱に連結されるので、打設したグラウト材による側圧に対して十分に耐えることが可能であること、耐水性で打設したグラウト材によって脆弱化することがなく且つ、打設したグラウト材との分離が容易で良好な仕上げ面が得られるので、繰り返して再使用することが可能である。   In addition, the corners that are cut and bent at right angles also have high tensile strength and are toughly connected, so that they can sufficiently withstand the lateral pressure caused by the grouting material, The grouting material cast in step 1 is not fragile and can be easily separated from the cast grouting material to obtain a good finished surface, so that it can be reused repeatedly.

特に、型枠本体と型枠取付部を形成する帯状型枠材を隔壁片で仕切られた各中空部が水平方向に延在する態様で基礎コンクリート上に設置し、長手方向に対する撓み変形を少なくすると共に、型枠本体の外側に型枠取付部を重合させることによって、グラウト型枠を補強することができる。   In particular, a strip-shaped formwork material that forms the formwork body and the formwork attachment part is installed on the foundation concrete in such a manner that the hollow parts partitioned by the partition pieces extend in the horizontal direction, and the bending deformation in the longitudinal direction is reduced. At the same time, the grout formwork can be reinforced by polymerizing the formwork attachment part on the outside of the formwork body.

請求項2の発明による建物の柱脚用グラウト型枠では、所望に応じて型枠本体は方形枠状を含む多角形状又円形状に型枠本体を形成することが可能であると共に、型枠本体の外側に対して重合状態で取り付ける型枠取付部は、型枠本体の連結部分に制約を受けないで取付け位置を任意に設定できる重合片で形成したり、短尺の帯状型枠材による重合片を省略して連結部分の外側片で兼用したり、連結部分の架設片で形成するなど、各種の形態を採ることができる。   In the grout formwork for the column base of the building according to the invention of claim 2, the formwork body can be formed into a polygonal shape or a circular shape including a rectangular frame shape as desired, and the formwork The formwork attachment part to be attached to the outside of the main body in a polymerized state is formed of a polymerized piece that can be arbitrarily set the attachment position without being restricted by the connection part of the formwork main body, or is superposed by a short belt-like formwork material Various forms can be taken, such as omitting the piece and using it as the outer piece of the connecting portion, or forming the connecting portion as a construction piece.

請求項3の本発明による建物の柱脚用グラウト型枠の設置方法では、基礎コンクリート上に設置した請求項1又は2のグラウト型枠に対し、型枠取付部の外側から隔壁片を斜めに貫通するコンクリート釘などの係止部材を打ち込み、容易且つ強固に型枠を基礎コンクリートと固定することができると共に、係止部材を引き抜くと取り外すことができる。   In the method for installing a grout formwork for a column base of a building according to the present invention of claim 3, with respect to the grout formwork of claim 1 or 2 installed on the foundation concrete, the partition piece is obliquely arranged from the outside of the formwork attachment portion. A locking member such as a concrete nail penetrating through can be driven in and the mold can be easily and firmly fixed to the basic concrete, and can be removed by pulling out the locking member.

また、基礎コンクリート上に設置したグラウト型枠は、打設したグラウト材の側圧に対する強度が仮に不足する場合には、型枠本体を形成する帯状型枠材の中空部に鉄筋や針金などによる補強用線状材を挿通したり、型枠本体を形成する帯状型枠材とアンカーボルトとの間を結束線で繋着することによって、補強することができる。   In addition, if the strength of the grouting material installed on the foundation concrete is insufficient for the lateral pressure of the grouting material, the hollow part of the strip-shaped framing material that forms the stencil body is reinforced with reinforcing bars or wires. It can reinforce by inserting the wire material for use, or by connecting the belt-like mold material forming the main body of the mold and the anchor bolt with a binding wire.

また、基礎コンクリート上に突設した立ち上がり鉄筋がグラウト型枠と干渉する際に、立ち上がり鉄筋を避けるように型枠本体の帯状型枠材を湾曲させたり、帯状型枠材の下端側を裁断して切欠部を設けて避けた状態にして設置することが可能である。   In addition, when the rising reinforcing bar protruding on the foundation concrete interferes with the grout formwork, the belt formwork material of the formwork body is bent or the lower end side of the beltlike formwork material is cut to avoid the rising rebar. It is possible to install in a state avoiding by providing a notch.

さらに、鉄骨製柱のベースプレートと基礎コンクリート上面との間の隙間が大きい場合に、帯状型枠材の上方へもう一枚を継ぎ足して高さ調整を行うことができること、帯状型枠材がコンクリートの性状に悪影響を及ぼすことがないので、型枠を取り外さないで土間コンクリート中に埋め殺しすることもできる。   In addition, when the gap between the base plate of the steel frame and the upper surface of the foundation concrete is large, it is possible to adjust the height by adding another sheet to the upper part of the strip-shaped formwork, and the strip-shaped formwork is made of concrete. Since it does not adversely affect the properties, it can be buried in soil concrete without removing the formwork.

請求項4の本発明による建物の柱脚用グラウト型枠の設置方法では、型枠取付部には水平に貫通する導入孔を設け、この導入孔を介して型枠取付部にコンクリート釘などによる係止部材を打ち込むようにすると、熟練者でなくても現場での打ち込み作業を容易且つ正確に行うことができる。   In the method for installing a grout formwork for a column base of a building according to the present invention of claim 4, the formwork mounting part is provided with an introduction hole penetrating horizontally, and the formwork attachment part is made of concrete nails or the like through the introduction hole. If the locking member is driven in, the driving operation at the site can be performed easily and accurately even if it is not an expert.

本発明の実施形態を図面に基づいて説明すると、図1は実施対象とする建物の柱脚部を斜視図で示し、図2は同柱脚部の要部を拡大して断面図で示し、図3はグラウト型枠の基材となる帯状型枠材の要部を拡大して斜視図で示すものであり、建物の基礎となる基礎コンクリート1に埋設して上端側を地上に突出させたアンカーボルト2と、地上に立設する鉄骨製柱3の下端側に設けたフランジ状のベースプレート4を、アンカーボルト2に螺合する固定ナット5で連結している。   DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to the drawings. FIG. 1 is a perspective view of a column base part of a building to be implemented, and FIG. 2 is an enlarged cross-sectional view of the main part of the column base part. FIG. 3 is an enlarged perspective view of the main part of a strip-shaped formwork material used as a base material for a grout formwork, and the upper end side is protruded above the ground by being embedded in a foundation concrete 1 as a foundation of a building. An anchor bolt 2 and a flange-like base plate 4 provided on the lower end side of a steel column 3 standing on the ground are connected by a fixing nut 5 that is screwed to the anchor bolt 2.

この柱脚部における鉄骨製柱3は、基礎コンクリート1の上面に凹凸がある不陸の場合は垂直に立設することができないので、基礎コンクリート1の上面とベースプレート4の下面との間に予め一定の隙間を設け、この隙間の外周囲にグラウト型枠6を設置してグラウト材の充填して連結支持層7を形成し、基礎コンクリート1の上面を均してベースプレート4の下面を水平レベルに保持して鉄骨製柱3を垂直に立設すると共に、ベースプレート4を基礎コンクリート1の上面と密着させた状態で鉄骨製柱3と連結している。   Since the steel column 3 at the column base cannot be erected vertically when the upper surface of the foundation concrete 1 is uneven, the steel pillar 3 is previously placed between the upper surface of the foundation concrete 1 and the lower surface of the base plate 4. A fixed gap is provided, and a grout frame 6 is installed around the outside of the gap and filled with a grout material to form a connection support layer 7. The upper surface of the foundation concrete 1 is leveled and the lower surface of the base plate 4 is leveled. The steel column 3 is vertically erected and is connected to the steel column 3 in a state where the base plate 4 is in close contact with the upper surface of the foundation concrete 1.

柱脚部を施工する手順の概要は、基礎コンクリート1の上面に対して均し用のレベルモルタル8を盛り上げ、レベルモルタル8の上面を水平面にして鉄骨製柱3のベースプレート4を載置し、アンカーボルト2の上端側に固定ナット5で連結した後に、ベースプレート4の外周囲を囲繞する態様でグラウト型枠6を設置し、グラウト型枠6内に無収縮モルタルなどによるグラウト材を充填して連結支持層7を形成する。   The outline of the procedure for constructing the column base is that the leveling mortar 8 for leveling is raised with respect to the upper surface of the foundation concrete 1, the base plate 4 of the steel column 3 is placed with the upper surface of the level mortar 8 being the horizontal plane, After connecting the fixing bolt 5 to the upper end side of the anchor bolt 2, a grout mold 6 is installed in such a manner as to surround the outer periphery of the base plate 4, and the grout mold 6 is filled with a grout material such as non-shrink mortar. The connection support layer 7 is formed.

なお、グラウト材が固結した後にグラウト型枠6を撤去し、柱脚部を含む広い領域に土間コンクリート用の型枠を設置すると共に、この型枠内には予め基礎コンクリート1中に埋設して基礎コンクリート1上から上端側を突設した立ち上がり鉄筋(図示を省略)と連結する配筋を行い、少なくとも鉄骨製柱3のベースプレート4が埋設される高さまで土間コンクリートを打設する。   In addition, after the grout material is consolidated, the grout formwork 6 is removed, and a formwork for soil concrete is installed in a wide area including the column base, and is embedded in the foundation concrete 1 in advance in this formwork. Then, the reinforcement is connected to a rising reinforcing bar (not shown) protruding from the upper end side of the foundation concrete 1 and the soil concrete is placed to a height at which the base plate 4 of the steel column 3 is embedded.

グラウト型枠6は、図1で示すようにベースプレート4の外周囲に対して一定の間隔dを保持した状態とし、この間隔dを介してグラウト型枠6内に無収縮モルタルなどによるグラウト材を充填する形態を採ったり、図2で示すようにベースプレート4の外周囲に宛がった状態とし、ベースプレート4に穿設した注入口(図示を省略)からグラウト型枠6内に無収縮モルタルなどによるグラウト材を充填する形態を採ることができる。   As shown in FIG. 1, the grout form 6 is in a state in which a constant distance d is maintained with respect to the outer periphery of the base plate 4, and a grout material such as non-shrink mortar is placed in the grout form 6 via the distance d. As shown in FIG. 2, it is in a state where it is filled, or is in a state of being addressed to the outer periphery of the base plate 4. It is possible to take a form filled with grout material.

特に、本発明によるグラウト型枠6では、中空のプラスチック製ダンボール材を帯状型枠材9として用いているが、この帯状型枠材9は、例えばポリプロピレンやポリカーボネート或いはポリエチレンなどのように、可撓性で引張り強度が強く且つ耐水性などに優れたプラスチックシートで表裏の両面板9a,9bを形成すると共に、両面板の間を多数の各隔壁片9cで接合し、切り口の断面がストロー状の空洞状態に仕切られた各中空部9dが形成されている。   In particular, in the grout mold 6 according to the present invention, a hollow plastic corrugated cardboard material is used as the band-shaped frame material 9, and this band-shaped frame material 9 is flexible, such as polypropylene, polycarbonate, or polyethylene. The front and back double-sided plates 9a and 9b are formed of a plastic sheet having high tensile strength and excellent water resistance, and a plurality of partition wall pieces 9c are joined between the double-sided plates, and the section of the cut surface is a straw-like hollow state Each hollow part 9d partitioned off is formed.

グラウト型枠6は、定尺に裁断した1又は複数枚の帯状型枠材9の端部を連結して所望の型枠形状で型枠本体10を形成すると共に、型枠本体10の外側適所には帯状型枠材9が重合する型枠取付部11を複数個所に設け、型枠本体10と型枠取付部11は隔壁片9c及び中空部9dが長手方向である水平方向に延在する態様で基礎コンクリート1上に設置するようにした。   The grout mold 6 connects the end portions of one or a plurality of strip-shaped mold materials 9 cut to a fixed size to form a mold body 10 in a desired mold shape, and at an appropriate position outside the mold body 10. Are provided with a plurality of mold attachment portions 11 where the strip-shaped mold material 9 is superposed, and the mold body 10 and the mold attachment portion 11 extend in a horizontal direction in which the partition piece 9c and the hollow portion 9d are longitudinal. It was made to install on the foundation concrete 1 by the aspect.

帯状型枠材9は、必要に応じた折り曲げ加工を施すと共に、端部をステープルや接着剤などの接合手段で連結して所望の型枠形状による型枠本体10を形成するが、この型枠形状は図1の実施形態のように方形枠状に形成したり、三角形や六角形或いは八角形などの多角形状にしたり、真円形や楕円形などの円形状にするなど、必要に応じて後述する実施例を含む適宜な型枠形状にすることが可能である。   The strip-shaped formwork material 9 is subjected to a bending process as necessary, and ends are connected by a joining means such as a staple or an adhesive to form a formwork body 10 having a desired formwork shape. The shape is formed in a rectangular frame shape as in the embodiment of FIG. 1, a polygonal shape such as a triangle, hexagon, or octagon, or a circular shape such as a true circle or an ellipse, etc., as necessary. It is possible to make it into an appropriate form shape including the embodiment.

特に、中空のプラスチック製ダンボール材を用いた帯状型枠材9は、カッターなどの切断工具で容易に切断することが可能であり、表裏両面板9a,9bの何れか一方を切断すると、直角状に折り曲げて容易に方形枠状に加工ができると共に、残りの他方で形成された折り曲げ部分は引張強度が強い強靱な連結状態を保持し、さらに可撓性によって真円形や楕円形などの円形状に容易に折り曲げ加工することが可能である。   In particular, the strip-shaped frame material 9 using a hollow plastic corrugated cardboard material can be easily cut with a cutting tool such as a cutter, and when either one of the front and back double-sided plates 9a and 9b is cut, a rectangular shape is obtained. It can be easily bent into a rectangular frame shape, and the other bent part is held in a strong and strong connection with high tensile strength. Can be easily bent.

また、中空のプラスチック製ダンボール材を用いた帯状型枠材9は、軽量であることに加えて、積み重ね状態にすることができるので、保管や運搬する際の取り扱いが容易であること、図示の実施形態のように帯状型枠材9の小片で型枠取付部11を形成する場合には、型枠本体10を形成した帯状型枠材9の端材を用いて作ることができるので、極めて経済的である。   In addition to being lightweight, the strip-shaped frame material 9 using a hollow plastic corrugated cardboard material can be stacked, so that it can be easily handled during storage and transportation. In the case of forming the mold attachment portion 11 with a small piece of the strip-shaped mold material 9 as in the embodiment, it can be made by using the end material of the strip-shaped mold material 9 on which the mold body 10 is formed. Economical.

グラウト型枠6は、全体を一連にした状態では鉄骨製柱3のベースプレート4と基礎コンクリート1の上面との間の隙間に挿入できないので、連結部分の少なくとも1個所は分離させた状態にし、鉄骨製柱3のベースプレート4を囲繞する態様で基礎コンクリート1の上面に載置させた後に、この分離させた部分をステープルや接着剤などの接合手段で連結するようにする。   The grout form 6 cannot be inserted into the gap between the base plate 4 of the steel pillar 3 and the upper surface of the foundation concrete 1 in a state where the entire structure is in a series, so that at least one of the connecting portions is separated, and the steel frame After placing the base plate 4 of the pillar 3 on the upper surface of the foundation concrete 1 in a manner surrounding the base plate 4, the separated portions are connected by a joining means such as staples or adhesives.

また、基礎コンクリート1に載置したグラウト型枠6は、基礎コンクリート1の上面に不陸(凹凸)があると、型枠本体10の底面との間に隙間が生じ、型枠本体10内に充填したグラウト材が漏れる恐れがあるので、型枠本体10の外側から下端縁に沿って例えば早強モルタルなどのコーキング材を充填したり、粘着性のシール部材を貼付するなど、グラウト材の漏れを防止する手段を施す。   In addition, when the grout formwork 6 placed on the foundation concrete 1 has unevenness (unevenness) on the top surface of the foundation concrete 1, a gap is formed between the bottom face of the formwork body 10 and the inside of the formwork body 10. Since there is a risk that the filled grout material may leak, leakage of the grout material such as filling a caulking material such as early-strength mortar from the outside of the mold body 10 along the lower edge, or sticking an adhesive seal member, etc. Take measures to prevent this.

また、型枠本体10に充填したグラウト材による側圧に対抗するために、型枠取付部11を用いてコンクリート釘12などの係止部材で基礎コンクリート1上に固定するが、係止部材(コンクリート釘12)は型枠取付部11の外側から隔壁片9cを斜めに貫通する態様で基礎コンクリート1に打ち込むようにしており、型枠取付部11を設ける位置は型枠本体10の構造などに適合させて設定する。   Further, in order to counter the lateral pressure caused by the grout material filled in the mold body 10, the mold mounting portion 11 is fixed on the foundation concrete 1 with a locking member such as a concrete nail 12. The nail 12) is driven from the outside of the formwork attachment part 11 into the foundation concrete 1 so as to obliquely penetrate the partition piece 9c, and the position where the formwork attachment part 11 is provided conforms to the structure of the formwork body 10 and the like. To set.

コンクリート釘12は、格別に下穴などを設けなくても裏面板9bを突き破って打ち込むことが可能であるが、現場での打ち込み作業を容易且つ正確にするために、予め位置決めした取付け位置に導入孔13を穿設しておくことが望ましく、この導入孔13は型枠取付部11の帯状型枠材9を水平に貫通する程度で十分に機能を発揮することができ、打ち込まれたコンクリート釘12は隔壁片9cとの摩擦抵抗によって抜け止めされる。   The concrete nail 12 can be driven by breaking through the back plate 9b without providing a special hole or the like, but is introduced to a pre-positioned mounting position for easy and accurate driving on site. It is desirable to make a hole 13, and the introduction hole 13 can sufficiently function to the extent that it horizontally penetrates the strip-shaped formwork material 9 of the formwork mounting part 11. 12 is retained by frictional resistance with the partition piece 9c.

基礎コンクリート1上に設置したグラウト型枠6は、中空のプラスチック製ダンボール材による帯状型枠材9を、隔壁片9c及び中空部9dが長手方向である水平方向に延在する態様で基礎コンクリート1上に設置することによって撓みにくくなり、しかも重合した型枠取付部11が補強板としても機能するので、型枠本体10を側圧に対して補強することができる。   The grout form 6 installed on the foundation concrete 1 is a foundation concrete 1 in such a manner that a strip-like form member 9 made of a hollow plastic corrugated cardboard material extends in a horizontal direction in which the partition piece 9c and the hollow part 9d are longitudinal. Since it is difficult to bend by being installed on the top, and the superposed formwork mounting portion 11 also functions as a reinforcing plate, the formwork body 10 can be reinforced against lateral pressure.

また、型枠本体10を側圧に対してさらに補強する必要がある場合には、中空部9dに対して鉄筋や針金などによる補強用線状材を挿通させて型枠本体を補強することも可能であること、針金などの結束線の一端側を型枠本体10に突き刺して繋着すると共に、結束線の他端側をアンカーボルト2に絡ませて繋着することができる。   Further, when it is necessary to further reinforce the mold body 10 against the lateral pressure, it is possible to reinforce the mold body by inserting a reinforcing linear material such as a reinforcing bar or wire into the hollow portion 9d. That is, one end side of a binding wire such as a wire can be pierced and connected to the mold body 10, and the other end side of the binding wire can be entangled with the anchor bolt 2 and connected.

また、基礎コンクリート1上には多数の立ち上がり鉄筋が突設されており、この立ち上がり鉄筋がグラウト型枠6を設置する際の妨げとなる場合があるので、立ち上がり鉄筋との干渉を避けるための手段として、型枠本体10の帯状型枠材9を湾曲させたり、帯状型枠材9の下端側を裁断して切欠部を設けたりすることができること、鉄骨製柱3のベースプレート4と基礎コンクリート1の上面との間の隙間が大きい場合には、帯状型枠材9の上方へステープルなどの連結でもう一枚を継ぎ足して高さ調整を行うことができる。   In addition, a large number of rising reinforcing bars are projected on the foundation concrete 1, and the rising reinforcing bars may hinder the installation of the grout form 6, so means for avoiding interference with the rising reinforcing bars. As described above, it is possible to bend the strip-shaped mold material 9 of the mold body 10 or cut the lower end side of the strip-shaped mold material 9 to provide a notch, the base plate 4 of the steel column 3 and the basic concrete 1. If the gap between the upper surface and the upper surface of the belt-shaped mold member 9 is large, the height can be adjusted by adding another sheet to the upper part of the strip-shaped frame member 9 by connecting staples or the like.

このようにして、基礎コンクリート1上に設置したグラウト型枠6に無収縮モルタルなどによるグラウト材を充填して連結支持層7を形成するが、帯状型枠材9の耐水性で型枠本体10が吸水によって脆弱化することが無く、グラウト材が固結した後にグラウト型枠6を撤去する際には、係止部材であるコンクリート釘12を引き抜くと、連結支持層7との間を容易に分離してグラウト型枠6を取り外すことができる。   In this way, the grout mold 6 installed on the foundation concrete 1 is filled with a grout material such as a non-shrink mortar to form the connection support layer 7. When the grout form 6 is removed after the grout material is solidified by pulling out the concrete nail 12 which is a locking member, the gap between the connecting support layers 7 can be easily achieved. The grout form 6 can be removed by separating.

また、グラウト型枠6を透光性にしてグラウト材の充填量を目視し、適量のグラウト材を充填すること可能であること、離型面が容易に分離してグラウト型枠6の取り外しが容易であること、離型して形成した連結支持層7の外周囲を良好な仕上げ面にすることができると共に、取り外したグラウト型枠6を繰り返し再使用することが可能である。   In addition, the grout mold 6 can be made transparent so that the grout material can be visually checked and filled with an appropriate amount of grout material, the mold release surface can be easily separated and the grout mold 6 can be removed. It is easy, the outer periphery of the connection support layer 7 formed by releasing the mold can be made into a good finished surface, and the grout form 6 removed can be reused repeatedly.

但し、土間コンクリートを打設する際にグラウト型枠6を取り外さないで、土間コンクリート中に埋め殺しする形態を採ることも可能であり、その際に中空のプラスチック製ダンボール材を用いた帯状型枠材9によるグラウト型枠6は、コンクリートの性状を劣化させることがない。   However, it is also possible to adopt a form in which the grout form 6 is not removed when placing the soil-concrete, but is buried in the soil-concrete, and in this case, a strip-shaped form using a hollow plastic cardboard material. The grout form 6 made of the material 9 does not deteriorate the properties of the concrete.

さらに、グラウト型枠6は外径寸法を拡縮可能に調整できるようにすると、外径寸法が異なる場合に共用化して品種を少なくし、在庫管理を容易にし且つコストダウンを図ることが可能であると共に、レベルモルタル用の型枠にも流用できる。   Furthermore, if the outer diameter dimension of the grout formwork 6 can be adjusted so that it can be expanded and contracted, it can be shared when the outer diameter dimensions are different, thereby reducing the number of products, facilitating inventory management and reducing costs. At the same time, it can be used as a mold for level mortar.

以上のグラウト型枠6は、中空のプラスチック製ダンボール材を用いた帯状型枠材9によって型枠本体10及び型枠取付部11を各種の形態にすることが可能であり、その代表的なグラウト型枠6の形態を実施例1〜5として、図4〜11に基づいて説明する。   The grout mold 6 described above can form the mold body 10 and the mold mounting portion 11 in various forms by a strip-shaped mold material 9 using a hollow plastic corrugated cardboard material. A form of the mold 6 will be described as Examples 1 to 5 with reference to FIGS.

図4〜7は実施例1によるグラウト型枠6Aであって、図4はグラウト型枠6Aの平面図を示し、図5は同じく正面図を示し、図6は図4のX部分を拡大した平面図(a)と正面図(b)を示し、図7は図4のY部分を拡大した平面図(a)と正面図(b)及び断面図(c)を示す。   4 to 7 show a grout mold 6A according to the first embodiment. FIG. 4 is a plan view of the grout mold 6A, FIG. 5 is a front view of the same, and FIG. 6 is an enlarged view of a portion X in FIG. A plan view (a) and a front view (b) are shown, and FIG. 7 shows an enlarged plan view (a), a front view (b) and a cross-sectional view (c) of the Y portion of FIG.

グラウト型枠6Aは、長尺の帯状型枠材2を2枚用いて方形枠状による型枠本体10Aを形成したものであって、長尺の帯状型枠材2のほぼ中間部に切込みを設けてL字状に内側へ折り曲げ加工すると共に、一方側端部を外側へ折り曲げ加工して直状に形成した他方側端部を角隅部で重合させ、この重合部分をステープル14や接着材などの接合手段で連結し、方形枠状の型枠本体10Aを形成している。   The grout mold 6A is formed by forming a rectangular frame-shaped mold body 10A using two long belt-shaped mold materials 2, and is cut at a substantially middle portion of the long belt-shaped mold material 2. Provided and bent inward into an L shape, and the other end formed in a straight shape by bending one end to the outside is polymerized at the corner, and this overlapped part is stapled 14 or adhesive 10A of square frame-shaped form bodies are connected by joining means such as.

また、型枠本体10Aの外側には短尺の帯状型枠材2を用いた型枠取付部11Aが4個所に設けられており、各型枠取付部11Aは方形枠状を形成する4辺のほぼ中間部に短尺の帯状型枠材2を重合させ、この重合片を型枠本体10Aに対してステープル14や接着材などの接合手段で一体に連結し、各重合片には水平に貫通する導入孔13を設け、この導入孔13から係止部材であるコンクリート釘12を基礎コンクリート1に打ち込み、グラウト型枠6Aを固定している。   In addition, on the outside of the mold body 10A, there are four mold attachment portions 11A using the short belt-like mold material 2, and each mold attachment portion 11A has four sides forming a rectangular frame shape. The short strip-shaped mold material 2 is polymerized at substantially the middle part, and this polymerized piece is integrally connected to the mold body 10A by a joining means such as a staple 14 or an adhesive, and penetrates each polymerized piece horizontally. An introduction hole 13 is provided, and a concrete nail 12 as a locking member is driven into the basic concrete 1 from the introduction hole 13 to fix the grout mold 6A.

このグラウト型枠6Aの場合には、特に型枠本体10Aの連結部分とは別の位置に型枠取付部11Aを設けているので、連結部分の制約を受けることのない任意の位置に型枠取付部11Aを設け、型枠本体10Aを基礎コンクリート1に固定することができること、型枠取付部11Aは型枠本体10Aの端材を利用して作ることができるので、極めて経済的であること、などの利点がある。   In the case of this grout formwork 6A, the formwork attachment part 11A is provided at a position different from the connection part of the formwork body 10A in particular, so that the formwork can be placed at any position that is not restricted by the connection part. 11 A of attachment parts can be provided and 10 A of formwork main bodies can be fixed to the foundation concrete 1, and since the formwork attachment part 11 A can be made using the end material of 10 A of formwork main bodies, it is very economical. There are advantages, such as.

なお、この実施例の変形例として、長尺の帯状型枠材2を1枚用いて方形枠状による型枠本体を形成することも可能であり、その場合には帯状型枠材2の中間部の3個所に切込みを設けてL字状に内側へ折り曲げ加工すると共に、一方端部を外側へ折り曲げ加工して直状に形成した他方側端部を角隅部の1個所で重合させ、この重合部分をステープル14や接着材などの接合手段で連結する。   As a modification of this embodiment, it is also possible to form a rectangular frame-shaped mold body using one long belt-shaped mold material 2, in which case the middle of the belt-shaped mold material 2 Incisions are provided at three locations in the part and bent inward into an L shape, and the other end formed in a straight shape by bending one end outward is polymerized at one location in the corner. The superposed portions are connected by a joining means such as a staple 14 or an adhesive.

図8は実施例2によるグラウト型枠6Bの平面図を示し、グラウト型枠6Bは長尺の帯状型枠材2を4枚用いて方形枠状による型枠本体10Bを形成したものであって、長尺の帯状型枠材2のほぼ中間部に切込みを設けてL字状に内側へ折り曲げ加工すると共に、一方側端部を隣接する帯状型枠材2の他方側端部と4辺のほぼ中央で重合させ、この重合部分をステープルや接着材などの接合手段で連結し、方形枠状の型枠本体10Bを形成している。   FIG. 8 is a plan view of the grout mold 6B according to the second embodiment. The grout mold 6B is formed by forming a rectangular frame-shaped mold body 10B using four long belt-shaped mold materials 2. In addition, an incision is provided in a substantially middle portion of the long belt-shaped mold member 2 and bent inward in an L-shape, and one side end portion is connected to the other side end portion of the adjacent belt-shaped mold member 2 and four sides. Polymerization is performed almost at the center, and the superposed portions are connected by a joining means such as a staple or an adhesive to form a rectangular frame-shaped mold body 10B.

また、型枠取付部11Bは4辺のほぼ中央で重合させた外側片によって形成しており、この外側片を型枠本体10Bに対してステープルや接着材などの接合手段で一体に連結し、各外側片には水平に貫通する導入孔を設け、この導入孔から係止部材であるコンクリート釘12を基礎コンクリート1に打ち込み、グラウト型枠6Bを固定している。   In addition, the mold attachment portion 11B is formed by an outer piece superposed at substantially the center of the four sides, and the outer piece is integrally connected to the mold body 10B by a joining means such as a staple or an adhesive. Each outer piece is provided with an introduction hole penetrating horizontally, and a concrete nail 12 as a locking member is driven into the basic concrete 1 from this introduction hole, and the grout mold 6B is fixed.

このグラウト型枠6Bの場合には、特に型枠本体10Bの連結部分によって型枠取付部11Bを形成しているので、実施例1のような短尺の帯状型枠材2を用いないで型枠が形成できること、実施例1の場合より短尺な帯状型枠材2によって型枠が形成できるので、特に施工現場で型枠の組立作業を行う場合には、資材の保管や運搬などの際における取り扱いが容易であること、なとの利点がある。   In the case of this grout formwork 6B, since the formwork attaching part 11B is formed by the connecting part of the formwork body 10B in particular, the formwork can be used without using the short belt-like formwork material 2 as in the first embodiment. Can be formed, and the formwork can be formed with the strip-shaped formwork material 2 shorter than in the case of the embodiment 1, especially when assembling the formwork at the construction site, handling in storage and transportation of materials. Has the advantage of being easy.

図9は実施例3によるグラウト型枠6Cの平面図を示し、グラウト型枠6Cは第2実施例におけるグラウト型枠6Bの場合と同様に、長尺の帯状型枠材2を4枚用いて方形枠状による型枠本体10Cを形成しているが、グラウト型枠6Bの場合と相違する点は、隣接する帯状型枠材2の端部を4辺の中央より偏倚した位置で大きくオーバーラップさせた状態で重合させ、この重合部分をステープルや接着材などの接合手段で連結して方形枠状に形成している。   FIG. 9 is a plan view of the grout mold 6C according to the third embodiment. The grout mold 6C uses four long belt-shaped mold materials 2 as in the case of the grout mold 6B in the second embodiment. Although the mold body 10C is formed in a rectangular frame shape, the difference from the case of the grout mold frame 6B is that it overlaps greatly at the position where the end of the adjacent belt-shaped mold material 2 is deviated from the center of the four sides. The polymerized portions are polymerized and connected to each other by a joining means such as a staple or an adhesive to form a rectangular frame.

また、型枠本体10Cの外側には実施例1におけるグラウト型枠6Aの場合と同様に、短尺の帯状型枠材2を用いた型枠取付部11Cが4個所に設けられているが、グラウト型枠6Aの場合と相違する点は、重合させた際に内側に位置する型枠本体10Cの帯状型枠材2に型枠取付部11Cが取り付けられている。   Further, as in the case of the grout mold 6A in the first embodiment, four mold attachment portions 11C using the short strip-shaped mold material 2 are provided at four locations outside the mold body 10C. The difference from the case of the mold 6A is that the mold attachment portion 11C is attached to the belt-like mold material 2 of the mold main body 10C located inside when superposed.

このグラウト型枠6Cの場合には、隣接する帯状型枠材2の端部がオーバーラップする範囲内で型枠本体10Cを拡縮させ、所望のサイズに調整した状態で重合部分をステープルや接着材などの接合手段で連結して方形枠状に形成することが可能であり、サイズの異なる型枠を個別に作らず共用化できる利点がある。   In the case of the grout formwork 6C, the formwork main body 10C is expanded and contracted within the range where the ends of the adjacent band-shaped formwork materials 2 overlap, and the overlapped portion is stapled or adhesive in a state adjusted to a desired size. It is possible to form a rectangular frame by connecting them with a joining means such as the above, and there is an advantage that molds having different sizes can be shared without making them individually.

なお、この実施例の変形例として、重合させた際に外側に位置する型枠本体10Cの帯状型枠材2に対してスライド操作用の横長孔を設けると共に、この横長孔を介して雌雄一対で着脱可能なファスナーで重合させた内側の帯状型枠材2との間を連結する形態を採ると、隣接する帯状型枠材2の端部がオーバーラップする範囲内でスライドさせ、型枠本体10Cを拡縮させることができる。   As a modified example of this embodiment, a laterally long hole for sliding operation is provided in the strip-shaped frame member 2 of the mold body 10C positioned outside when superposed, and a pair of male and female is interposed through this laterally long hole. If it takes the form which connects between the inner strip | belt formwork material 2 superposed | polymerized with the fastener which can be attached and detached, it will slide within the range which the edge part of the adjacent strip | belt formwork material 2 overlaps, and a mold body 10C can be enlarged or reduced.

図10は実施例4によるグラウト型枠6Dの平面図を示し、グラウト型枠6Dは長尺の帯状型枠材2を3枚用いて円形状による型枠本体10Dを形成したものであって、帯状型枠材2の両端部を外側に折り曲げ加工して連結片を形成すると共に、隣接する各帯状型枠材2の連結片を突き合わせ状態にしてステープルや接着材などの接合手段で連結すると、円弧状に湾曲して円形状の型枠本体10Dを形成する。   FIG. 10 shows a plan view of the grout mold 6D according to the fourth embodiment, and the grout mold 6D is formed by forming a circular mold body 10D using three long belt-shaped mold materials 2, When both ends of the strip-shaped frame material 2 are bent outward to form a connecting piece, and the connecting pieces of the adjacent strip-shaped frame materials 2 are brought into a butted state and connected by a joining means such as a staple or an adhesive, A circular mold body 10D is formed by curving in an arc shape.

また、型枠取付部11Dは型枠本体10Dを形成する各帯状型枠材2のほぼ中央に重合させた短尺の帯状型枠材2によって形成しており、この重合片を型枠本体10Dに対してステープルや接着材などの接合手段で一体に連結すると共に、各重合片には水平に貫通する導入孔を設け、この導入孔から係止部材であるコンクリート釘12を基礎コンクリート1に打ち込み、グラウト型枠6Dを固定している。   Further, the mold attachment portion 11D is formed by a short belt-like mold material 2 superposed on the center of each of the belt-like mold materials 2 forming the mold body 10D, and this superposed piece is attached to the mold body 10D. On the other hand, they are integrally connected by a joining means such as a staple or an adhesive, and each polymerization piece is provided with an introduction hole penetrating horizontally, and a concrete nail 12 as a locking member is driven into the basic concrete 1 from this introduction hole, The grout form 6D is fixed.

このグラウト型枠6Dの場合には、型枠本体10Dを円形状に形成することによって、方形枠状に形成したグラウト型枠に比べて、型枠内にグラウト材を充填した際における側圧に対し、型枠本体10Dの撓み変形を少なくすることができる。   In the case of this grout mold 6D, by forming the mold body 10D in a circular shape, compared to the grout mold formed in a square frame, the lateral pressure when the grout material is filled in the mold is reduced. The bending deformation of the mold body 10D can be reduced.

図11は実施例5によるグラウト型枠6Eの平面図を示し、グラウト型枠6Eは長尺の帯状型枠材2を2枚用いて、第4実施例におけるグラウト型枠6Dの場合と同様に円形状による型枠本体10Dを形成したものであって、隣接する各帯状型枠材2の端部を重合状態すると共に、この重合部分をステープルや接着材などの接合手段で連結すると、円弧状に湾曲して円形状の型枠本体10Eを形成する。   FIG. 11 is a plan view of the grout mold 6E according to the fifth embodiment. The grout mold 6E uses two long belt-shaped mold materials 2 and is similar to the case of the grout mold 6D according to the fourth embodiment. Forming the mold body 10D in a circular shape, the end portions of the adjacent strip-shaped mold materials 2 are in a polymerized state, and when this superposed portion is connected by a joining means such as a staple or an adhesive, an arc shape To form a circular mold body 10E.

また、型枠取付部11Eは型枠本体10Eを形成する各帯状型枠材2に重合させた短尺の帯状型枠材2によって形成しており、この重合片を型枠本体10Eに対してステープルや接着材などの接合手段で一体に連結すると共に、各重合片には水平に貫通する導入孔を設け、この導入孔から係止部材であるコンクリート釘12を基礎コンクリート1に打ち込み、グラウト型枠6Eを固定している。   Further, the mold attachment portion 11E is formed by a short belt-shaped mold material 2 superposed on each belt-shaped mold material 2 forming the mold main body 10E, and this superposed piece is stapled to the mold main body 10E. Are joined together by joining means such as adhesive or adhesive, and each polymerized piece is provided with an introduction hole penetrating horizontally, and a concrete nail 12 as a locking member is driven into the foundation concrete 1 from this introduction hole, and the grout formwork 6E is fixed.

このグラウト型枠6Eの場合には、実施例3の場合と同様に各帯状型枠材2の端部を大きくオーバーラップさせて型枠サイズを拡縮することが可能であり、また実施例3の変形例の場合と同様に外側に位置する帯状型枠材2に対してスライド操作用の横長孔を設けると共に、雌雄一対で着脱可能なファスナーで内外の帯状型枠材2を連結する形態を採ることも可能である。   In the case of this grout mold 6E, it is possible to enlarge / reduce the mold size by greatly overlapping the end portions of the respective band-shaped mold materials 2 as in the case of the third embodiment. As in the case of the modified example, a laterally long hole for sliding operation is provided for the strip-shaped frame member 2 located on the outside, and the inner and outer strip-shaped frame members 2 are connected by a pair of male and female fasteners. It is also possible.

従って、この実施例によるグラウト型枠6Eは、実施例3の場合と同様にサイズの異なる型枠を個別に作らず共用化することができると共に、先に述べたレベルモルタルを打設する際の型枠として利用することも可能であること、などの利点がある。   Accordingly, the grout mold 6E according to this embodiment can be shared without separately forming molds having different sizes as in the case of the third embodiment, and at the time of placing the level mortar described above. There is an advantage that it can be used as a formwork.

本発明が実施対象とする建物の柱脚部の斜視図である。It is a perspective view of the column base part of the building which this invention implements. 図1における柱脚部の要部を拡大した断面図である。It is sectional drawing to which the principal part of the column base part in FIG. 1 was expanded. 図1の柱脚部で使用するグラウト型枠の基材となる帯状型枠材の要部を拡大した斜視図である。It is the perspective view which expanded the principal part of the strip | belt-shaped frame material used as the base material of the grout mold used in the column base part of FIG. 実施例1のグラウト型枠の平面図である。1 is a plan view of a grout mold of Example 1. FIG. 実施例1のグラウト型枠の正面図である。It is a front view of the grout formwork of Example 1. 図4のX部分を拡大した図面であって、(a)は平面図で示し、(b)は正面図で示す。It is drawing which expanded X part of FIG. 4, Comprising: (a) is shown with a top view, (b) is shown with a front view. 図4のY部分を拡大した図面であって、(a)は平面図で示し、(b)は正面図で示し、(c)は断面図で示す。It is drawing which expanded the Y part of FIG. 4, Comprising: (a) is shown with a top view, (b) is shown with a front view, (c) is shown with sectional drawing. 実施例2のグラウト型枠の平面図である。It is a top view of the grout formwork of Example 2. 実施例3のグラウト型枠の平面図であって、(a)は縮径状態を示し、(b)は拡径状態を示す。It is a top view of the grout formwork of Example 3, Comprising: (a) shows a diameter reduction state, (b) shows a diameter expansion state. 実施例4のグラウト型枠の平面図である。It is a top view of the grout formwork of Example 4. 実施例5のグラウト型枠の平面図である。It is a top view of the grout formwork of Example 5.

符号の説明Explanation of symbols

1 基礎コンクリート
2 アンカーボルト
3 鉄骨製柱
4 ベースプレート
5 固定ナット
6,6A,6B,6C,6D,6E グラウト型枠
7 連結支持層
8 レベルモルタル
9 帯状型枠材
10,10A,10B,10C,10D,10E 型枠本体
11,11A,11B,11C,11D,11E 型枠取付部
12 コンクリート釘(係止部材)
13 導入孔
14 ステープル(連結部材)
DESCRIPTION OF SYMBOLS 1 Basic concrete 2 Anchor bolt 3 Steel column 4 Base plate 5 Fixing nut 6,6A, 6B, 6C, 6D, 6E Grout formwork 7 Connection support layer 8 Level mortar 9 Strip-shaped formwork material 10,10A, 10B, 10C, 10D , 10E Formwork body 11, 11A, 11B, 11C, 11D, 11E Formwork attachment part 12 Concrete nail (locking member)
13 Introduction hole 14 Staple (connecting member)

Claims (3)

表裏両面板の間を多数の隔壁片で接合した中空のプラスチック製ダンボール材を定尺に裁断して1又は複数枚の帯状型枠材とし、当該帯状型枠材の端部を連結して所望の形状の型枠本体を形成すると共に、当該型枠本体の外側適所には、前記プラスチック製ダンボール材を重合させてなる型枠取付部を複数個所に設け、当該型枠取付部を構成する前記プラスチック製ダンボール材には、前記表裏両面板を貫通する態様で、コンクリート釘などの係止部材を斜めに打ち込むための導入孔を設け、前記型枠本体を基礎コンクリート上に設置したときに、当該型枠本体と前記型枠取付部とにおける前記隔壁片で仕切られた各中空部が水平方向に延在することを特徴とする建物の柱脚用グラウト型枠。 A hollow plastic corrugated cardboard material with a large number of partition walls bonded between the front and back double-sided plates is cut into a fixed size to form one or more strip-shaped frame materials, and the desired shape is formed by connecting the ends of the strip-shaped frame materials. and forming a mold body, the outer position of the mold body is provided with a mold mounting portion obtained by polymerizing the plastic cardboard material at a plurality of locations, the plastic constituting the mold mounting section the cardboard material, in a manner penetrating through the front and back surfaces plate, introduction holes for driving a locking member such as concrete nails obliquely arranged, when installing the formwork body on foundation concrete, the formwork column base grout mold building the hollow portions partitioned by the partition piece in the body and the mold mounting portion and wherein the extension Mashimasu Turkey horizontally. 前記型枠本体を、方形枠状を含む多角形状又円形状に形成すると共に、前記型枠取付部を、前記型枠取付部を構成するプラスチック製ダンボール材を重合片として前記型枠本体の外側に宛がった状態で連結し形成するか、前記型枠本体の端部をオーバーラップさせた状態で連結した連結部分の外側片で形成するかのどちらかである請求項1に記載した建物の柱脚用グラウト型枠。 The mold body, as well as a polygonal shape also circular including a square frame shape, outside of the formwork body the mold mounting section, a plastic cardboard material forming the mold frame mounting section as a polymerization piece or formed by connecting addressed to Therefore condition, set forth in claim 1 is one of either form outside pieces of the mold end portion connecting portion which is connected in a state that was allowed to overlap the body Grout formwork for pillars of buildings. 請求項1又は2に記載した建物の柱脚用グラウト型枠に対する設置方法であって、前記型枠本体を基礎コンクリート上に配置し、前記型枠取付部の外側から隔壁片を斜めに貫通するコンクリート釘などの係止部材を打ち込み、基礎コンクリート上に固定したことを特徴とする建物の柱脚用グラウト型枠に対する設置方法。   It is the installation method with respect to the grout formwork for column bases of the building described in Claim 1 or 2, Comprising: The said formwork main body is arrange | positioned on foundation concrete, and the partition piece is penetrated diagonally from the outer side of the said formwork attachment part. An installation method for a grout formwork for a column base of a building, wherein a locking member such as a concrete nail is driven in and fixed on foundation concrete.
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