JP2005171637A - Form supporting implement and construction method for foundation recess - Google Patents

Form supporting implement and construction method for foundation recess Download PDF

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JP2005171637A
JP2005171637A JP2003413449A JP2003413449A JP2005171637A JP 2005171637 A JP2005171637 A JP 2005171637A JP 2003413449 A JP2003413449 A JP 2003413449A JP 2003413449 A JP2003413449 A JP 2003413449A JP 2005171637 A JP2005171637 A JP 2005171637A
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mold
formwork
support
foundation
recess
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Masateru Takayama
昌照 高山
Masayoshi Takayama
正義 高山
Tomihiko Tamaoka
富彦 玉岡
Takeya Fujii
毅也 藤井
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ARC ACE KK
TAKAYAMA METAL IND CO Ltd
Takayama Metal Industrial Co Ltd
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ARC ACE KK
TAKAYAMA METAL IND CO Ltd
Takayama Metal Industrial Co Ltd
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Priority to JP2003413449A priority Critical patent/JP2005171637A/en
Publication of JP2005171637A publication Critical patent/JP2005171637A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a form supporting implement whose height can be adjusted and which makes workability of installation proper. <P>SOLUTION: This form supporting implement is equipped with: a screw body 6 with a seat plate, which is vertically arranged in the state of seating itself on an installation surface 2 of, for example, a foundation serving as a substrate for a concrete base 3; a supporting implement body 7 which is freely movable in a vertical direction in the state of being screwed into the screw body 6; and form supporting plates 8A and 8B which receive and support the form 5 in the state of being supported on an upper part of the implement body 7 in such a manner as not to be displaceable at least in the vertical direction. The supporting plates 8A and 8B are provided with frame-position regulating members 9A and 9B for positioning a lower part of the form 5. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、マンションやビル等の建屋のコンクリートベースに凹部を形成する際に使用される型枠支持具及び基礎凹部の施工方法に関する。   The present invention relates to a formwork support used when forming a recess in a concrete base of a building such as an apartment or a building, and a method for constructing a foundation recess.

マンション等の建屋に、例えば、風呂場を設ける場合、基礎工事の段階で、コンクリートベースに少し高さを低くした基礎凹部を形成し、その基礎凹部に浴槽の底部を嵌めるようにしていた。このような基礎凹部は、図示を省略するが、例えば、形成すべき基礎凹部の形状に合わせて、鋼板を組み合わせて枠組みを形成し、その外側にコンクリートを打設することにより形成していた。なお、型枠を用いて基礎構造の凹部を施工する住宅基礎コンクリートの打設方法が提案されている(例えば、特許文献1参照)。
特開2003−064696号公報(図5参照)
For example, when a bathroom is provided in a building such as an apartment, a foundation recess having a slightly lower height is formed in the concrete base at the foundation construction stage, and the bottom of the bathtub is fitted into the foundation recess. Although not shown, such a foundation recess is formed by, for example, forming a framework by combining steel plates in accordance with the shape of the foundation recess to be formed, and placing concrete on the outside thereof. In addition, a method for placing residential foundation concrete in which a recess of a foundation structure is constructed using a mold has been proposed (see, for example, Patent Document 1).
Japanese Patent Laying-Open No. 2003-064696 (see FIG. 5)

しかしながら、上述したような従来の基礎凹部の施工方法では、型枠として用いる鋼板は重くて取り扱いにくい上に、設置面(コンクリートの打設面)に不陸(傾斜や凹凸、段差等)があると、鋼板の下に嵩上げ部材を差し込んで高さを揃えなければならず、作業性がよくなく多大の手間と時間がかかるため、その対策が求められていた。   However, in the conventional method for constructing the basic recess as described above, the steel plate used as the mold is heavy and difficult to handle, and the installation surface (concrete placement surface) has unevenness (inclination, unevenness, step, etc.). In addition, a raising member must be inserted under the steel plate to make the heights uniform, and the workability is not good, and it takes a lot of labor and time.

本発明は、このような実情に鑑みてなされ、高さ調整が可能で設置の作業性が良好な型枠支持具とその型枠支持具を用いた基礎凹部の施工方法を提供することを目的とする。   The present invention has been made in view of such circumstances, and an object thereof is to provide a formwork support that can be adjusted in height and has good workability in installation, and a method for constructing a foundation recess using the formwork support. And

(1)本発明に係る型枠支持具は、コンクリートベースに基礎凹部を形成するための型枠を高さ調整自在に支持する型枠支持具であって、
前記コンクリートベースの下地となる基礎等の設置面に着座して上下方向に配設される座板付きの螺子体と、前記螺子体に螺合して上下に移動自在な支持具本体と、前記支持具本体の上部に、上下方向に変位不能に支持されて、型枠を支持する型枠支持板と、前記型枠支持板に設けられ、前記型枠の下部を位置決めするための枠位置規制部材と、を備えている。
(1) A formwork support according to the present invention is a formwork support that supports a formwork for forming a foundation recess in a concrete base so that its height can be adjusted.
A screw body with a seat plate that is seated on an installation surface of a foundation or the like serving as a foundation of the concrete base and is disposed in a vertical direction; a support main body that is screwed into the screw body and is movable up and down; A formwork support plate that is supported on the upper part of the support body so as not to be displaced in the vertical direction and supports the formwork, and a frame position restriction for positioning the lower part of the formwork provided on the formwork support plate. And a member.

このような構成によれば、支持具本体を回動操作することによって型枠支持板の高さを調整することができるため、設置面に不陸があっても、型枠を均一な高さに調整して寸法精度の高い枠組みを作業性よく形成することができる。また、型枠が枠位置規制部材によって位置決めされるため、コンクリートを打設した時にも、枠組みの形状精度を安定に維持することができる。   According to such a configuration, the height of the formwork support plate can be adjusted by rotating the support body, so that the formwork has a uniform height even if the installation surface is uneven. It is possible to form a framework with high dimensional accuracy with good workability. In addition, since the mold is positioned by the frame position regulating member, the shape accuracy of the frame can be stably maintained even when concrete is placed.

前記型枠支持板には、前記螺子体を貫通させるための孔部が形成され、前記孔部は、前記螺子体が前記枠位置規制部材と干渉しない箇所に配設されるようにしてもよい。このようにすれば、型枠支持板の高さ調整の範囲を広く設定することができる。   A hole for allowing the screw body to pass therethrough is formed in the mold support plate, and the hole may be disposed at a location where the screw body does not interfere with the frame position regulating member. . If it does in this way, the range of height adjustment of a formwork support plate can be set up widely.

このような型枠支持具は金属材で形成することができるが、前記支持具本体、及び、型枠支持板を、プラスチック材で形成すれば、型枠支持具を軽量に形成することができるため、現場での取り扱い作業性が向上し、かつ、その保管や輸送も容易となる。また、支持具本体と型枠支持板を一体成形により安価に製作することができる。   Such a formwork support can be formed of a metal material, but if the support body and the formwork support plate are formed of a plastic material, the formwork support can be formed lightweight. Therefore, handling workability at the site is improved, and storage and transportation are facilitated. In addition, the support body and the formwork support plate can be manufactured at low cost by integral molding.

また、前記螺子体、支持具本体、及び、型枠支持板を、プラスチック材で形成すれば、型枠支持具をより一層軽量に形成することができるため、現場での取り扱い作業性がさらに向上し、かつ、その保管や輸送も容易となる。また、螺子体を型成形により、支持具本体と型枠支持板を一体成形により、それぞれ安価に製作することができる。   Further, if the screw body, the support body, and the formwork support plate are made of a plastic material, the formwork support tool can be made even lighter, and the workability on site can be further improved. In addition, it is easy to store and transport. Further, the screw body can be manufactured at a low cost by molding, and the support body and the mold support plate can be integrally molded.

さらに、前記支持具本体の下には、前記支持具本体を前記螺子体に対して固定するために前記螺子体に螺合するロックナットが配設されてもよい。このようにすれば、型枠支持具の高さ調整が終了した時点で支持具本体を螺子体に固定すれば、型枠の支持状態が安定化し、コンクリートを打設した時にも型枠の支持状態が変化しなくなる。   Furthermore, a lock nut that engages with the screw body may be disposed below the support body to be fixed to the screw body. In this way, if the support body is fixed to the screw body when the height adjustment of the formwork support is completed, the support state of the formwork will be stabilized, and the formwork will be supported even when concrete is placed. The state will not change.

(2)前記枠位置規制部材は、前記型枠の下部を嵌入させて保持するために断面形状が略U字状に形成されてもよい。このようにすれば、型枠の挿入が容易となり、かつ、安定な状態で型枠を支持することができる。 (2) The frame position restricting member may be formed in a substantially U shape in cross section in order to fit and hold the lower part of the mold. If it does in this way, insertion of a formwork becomes easy and a formwork can be supported in a stable state.

(3)前記枠位置規制部材は、互いに直交するコーナー部の二枚の型枠を嵌入させて保持するために平面視で直角方向に折曲状に形成されてもよい。このようにすれば、コーナー部での型枠の支持状態が安定化する。 (3) The frame position regulating member may be formed in a bent shape in a perpendicular direction in plan view in order to fit and hold two molds at corner portions orthogonal to each other. If it does in this way, the support state of the formwork in a corner will be stabilized.

(4)本方法の発明に係る基礎凹部の形成方法は、型枠支持具の複数個を、前記設置面上の所定位置に立設する工程と、前記型枠支持具のそれぞれに型枠を保持させて枠組みを形成する工程と、枠組みされた前記型枠の外側にコンクリートを打設する工程と、を有し、 前記型枠支持具は、基礎等の設置面に着座して上下方向に配設される座板付きの螺子体と、前記螺子体に螺合して上下に移動自在な支持具本体と、前記支持具本体の上部に、上下方向に変位不能に支持されて、型枠を受載支持する型枠支持板と、を備え、
前記型枠の内側に前記型枠の下部の高さレベルに形成される底面と、前記型枠の外面に沿って形成される壁面と、を有する基礎凹部を形成する。
(4) A method for forming a basic recess according to the present invention includes a step of standing a plurality of mold support tools at predetermined positions on the installation surface, and a mold frame for each of the mold support tools. Holding the frame to form a frame, and placing the concrete on the outside of the framed frame, and the mold support is seated on the installation surface of the foundation and the like in the vertical direction. A screw body with a seat plate, a support body that is screwed into the screw body and is movable up and down, and is supported on an upper portion of the support body in a vertically displaceable manner; A mold support plate for receiving and supporting
A basic recess having a bottom surface formed at a height level below the mold frame and a wall surface formed along an outer surface of the mold frame is formed inside the mold frame.

このような施工方法によれば、型枠支持具に型枠を受載支持させて枠組みを形成し、その外側からコンクリートを打設すれば、その型枠によって基礎凹部の側壁面が形成され、また、型枠の下方(型枠の下部を支持している型枠支持板と下地との間)の隙間から枠組みの内側に流れ込んだコンクリートに、別途、コンクリートを補充して均すことにより、型枠支持板と同一高さレベルの基礎凹部の底面を形成することができる。   According to such a construction method, the formwork is received and supported by the formwork support to form a frame, and if concrete is placed from the outside, the side wall surface of the foundation recess is formed by the formwork, In addition, by replenishing and leveling concrete separately to the concrete that has flowed into the inside of the frame from the gap below the mold (between the mold support plate supporting the lower part of the mold and the base), It is possible to form the bottom surface of the basic recess having the same height as the formwork support plate.

(5)このような基礎凹部の施工方法では、前記型枠支持具のそれぞれに型枠を保持させて枠組みを形成する工程の前段に、前記各型枠支持具の型枠支持板の高さを調整する工程を設定してもよい。このようにすれば、下地に不陸があっても、型枠の高さを均一に調整して、精度の高い枠組みを形成することができる。 (5) In such a method of constructing the basic recess, the height of the formwork support plate of each formwork support is provided before the step of forming the form by holding the formwork on each formwork support. You may set the process of adjusting. In this way, even if the ground is uneven, it is possible to uniformly adjust the height of the mold and form a highly accurate framework.

(6)前記基礎凹部の底部における前記コンクリートベースを、前記型枠支持板の高さに相当する厚さに形成してもよい。このようにすれば、型枠支持板の高さを調整することで、コンクリートベースを所望の厚さに形成することができる。 (6) You may form the said concrete base in the bottom part of the said foundation recessed part in the thickness corresponded to the height of the said formwork support plate. If it does in this way, a concrete base can be formed in desired thickness by adjusting the height of a formwork support plate.

(7)前記基礎凹部を形成した後は、前記型枠支持具は、前記コンクリートベースに埋設されたままの状態としてもよい。このようにすれば、型枠支持具を回収する手間が省ける。また、基礎凹部の周囲を型枠支持具で効果的に補強することもできる。 (7) After forming the foundation recess, the formwork support may be embedded in the concrete base. In this way, the trouble of collecting the formwork support can be saved. In addition, the periphery of the foundation recess can be effectively reinforced with a formwork support.

このような基礎凹部の形成方法にあって、前記型枠は木板からなるのが好ましい。このようにすれば、型枠の取り扱い作業性が良好となり、枠組みの形成が容易となる。また、前記型枠はプラスチック板で形成してもよい。このようにすれば、型枠の取り扱い作業性が良好となり、枠組みの形成が容易となる。   In such a method for forming a basic recess, the mold is preferably made of a wooden board. If it does in this way, handling workability of a formwork will become favorable and formation of a frame will become easy. The mold may be formed of a plastic plate. If it does in this way, handling workability of a formwork will become favorable and formation of a frame will become easy.

前記プラスチック板からなる型枠には、曲げ強度の向上を図るためのリブが形成されていてもよい。このようにすれば、コンクリートを打設した時の変形を少なくすることができ、基礎凹部の形状精度を向上させることができる。   Ribs for improving bending strength may be formed on the mold made of the plastic plate. If it does in this way, a deformation | transformation at the time of placing concrete can be decreased, and the shape precision of a foundation recessed part can be improved.

そのリブは、前記型枠の長手方向に形成されていてもよい。このようにすれば、長手方向の剛性を効果的に向上させることができ、基礎凹部の形状精度を向上させることができる。また、前記リブを、前記型枠の長手方向及び幅方向に交差状に形成してもよい。このようにすれば、長手方向及び幅方向の剛性を効果的に向上させることができ、凹部の形状精度をさらに向上させることができる。   The rib may be formed in the longitudinal direction of the mold. If it does in this way, the rigidity of a longitudinal direction can be improved effectively and the shape accuracy of a foundation crevice can be raised. Moreover, you may form the said rib in the cross shape in the longitudinal direction and the width direction of the said formwork. If it does in this way, the rigidity of a longitudinal direction and the width direction can be improved effectively, and the shape accuracy of a crevice can further be improved.

本発明に係る型枠支持具は、支持具本体を回動操作することによって型枠支持板の高さを調整することができるため、設置面に不陸があっても、型枠を均一な高さに調整して寸法精度の高い枠組みを作業性よく形成することができる。また、型枠が枠位置規制部材によって位置決めされるため、コンクリートを打設した時にも、枠組みの形状精度を安定に維持することができる。   Since the formwork support according to the present invention can adjust the height of the formwork support plate by rotating the support body, the formwork can be made uniform even if the installation surface is uneven. A frame with high dimensional accuracy can be formed with good workability by adjusting the height. In addition, since the mold is positioned by the frame position regulating member, the shape accuracy of the frame can be stably maintained even when concrete is placed.

本方法の発明に係る基礎凹部の形成方法は、型枠支持具に型枠を受載支持させて枠組みを形成し、その外側からコンクリートを打設すれば、その型枠によって基礎凹部の側壁面が形成され、また、型枠の下方(型枠の下部を支持している型枠支持板と下地との間)の隙間から枠組みの内側に流れ込んだコンクリートに、別途、コンクリートを補充して均すことにより、型枠支持板と同一高さレベルの基礎凹部の底面を形成することができる。   The method for forming the foundation recess according to the invention of the present method is as follows: the mold frame is supported by the mold support to form the frame, and if the concrete is cast from the outside, the side wall surface of the foundation recess is formed by the mold. In addition, concrete is replenished to the concrete that has flowed into the inside of the frame from the gap below the formwork (between the formwork support plate that supports the lower part of the formwork and the base). By doing so, it is possible to form the bottom surface of the basic recess having the same height as the mold support plate.

以下に、本発明の最良の実施の形態に係る型枠支持具及び基礎凹部の施工方法について図面を参照しつつ詳細に説明する。   Hereinafter, a method for constructing a formwork support and a foundation recess according to the preferred embodiment of the present invention will be described in detail with reference to the drawings.

図1乃至図7は、例えば、金属材で形成した型枠支持具1A,1Bを示し、図9乃至図11は施工状態の説明図である。これらの図に示すように、型枠支持具1A,1Bは、基礎工事の段階で、建屋の基礎2等に打設されるコンクリートベース3に、例えば、浴槽(図示省略)の底部を嵌め込むための基礎凹部4を形成するための型枠5,…を高さ調整自在に支持することができ、そのコンクリートベース3の下地となる基礎2等にたとえ不陸があっても、型枠5,…同士の高さを均一に調整して基礎凹部4の底面4bを水平に整えることができる。   FIGS. 1 to 7 show, for example, formwork supports 1A and 1B formed of a metal material, and FIGS. 9 to 11 are explanatory diagrams of a construction state. As shown in these figures, the formwork supports 1A and 1B are fitted, for example, at the bottom of a bathtub (not shown) into a concrete base 3 placed on the foundation 2 or the like of the building at the stage of foundation work. The mold 5 for forming the foundation recess 4 can be supported in a height-adjustable manner, and even if the foundation 2 as the foundation of the concrete base 3 is uneven, the mold 5 ,... Can be adjusted uniformly to adjust the bottom surface 4b of the foundation recess 4 horizontally.

上記型枠支持具1A,1Bは、コンクリートベース3の下地となる基礎2等の設置面に着座して上下方向に配設される座板付きの螺子体6と、その螺子体6に螺合する支持具本体7と、その支持具本体7の上部に、固定状態に支持されて、型枠5を受載支持する型枠支持板8A,8Bと、を備え、その型枠支持板8には、型枠5の下部を位置決めするための枠位置規制部材9A,9Bが設けられており、支持具本体7を一方向に回動させると型枠支持板8A,8Bが上昇し、支持具本体7を他方向に回動させると型枠支持板8A,8Bが降下するように構成される。   The above-mentioned formwork support tools 1A and 1B are screwed onto the screw body 6 and a screw body 6 with a seat plate which is seated on the installation surface of the foundation 2 or the like which is the base of the concrete base 3 and is arranged in the vertical direction. A support body 7 that is fixedly supported on an upper portion of the support body 7 and supports and supports the mold 5. The mold support 8 Are provided with frame position regulating members 9A and 9B for positioning the lower part of the mold 5, and when the support body 7 is rotated in one direction, the mold support plates 8A and 8B are raised, When the main body 7 is rotated in the other direction, the formwork support plates 8A and 8B are configured to descend.

より詳しく説明すると、一方の型枠支持具1Aは、図1乃至図4に示すように、コーナー部用として形成され、その型枠支持板8Aには、互いに直交する二枚の型枠5,5を嵌入させて保持するための枠位置規制部材9Aが設けられており、その枠位置規制部材9Aは、断面形状が略U字状に形成され(図1参照)、かつ、平面視で直角方向に折曲状に形成されている(図2参照)。   More specifically, one mold support 1A is formed for a corner portion as shown in FIGS. 1 to 4, and the mold support plate 8A has two molds 5 orthogonal to each other. A frame position restricting member 9A for inserting and holding 5 is provided. The frame position restricting member 9A has a substantially U-shaped cross section (see FIG. 1) and is perpendicular to the plan view. It is formed in a bent shape in the direction (see FIG. 2).

その枠位置規制部材9Aは、嵌入保持させた型枠5が倒れることなく、安定に保持される程度の高さに形成され、型枠5を挿入しやすいように、その両開放端は若干外開き状に形成されている。このような枠位置規制部材9Aに対して、何れか一方の型枠5の先端を限度まで押し込んで枠位置規制部材9Aの内壁に当接させ、他方の型枠5の先端を一方の型枠5の先端側面に当接させるように押し込むようにする(図2の二点鎖線参照)。   The frame position restricting member 9A is formed to a height that can be stably held without the mold 5 fitted and held falling down, and both open ends thereof are slightly outside so that the mold 5 can be easily inserted. It is formed in an open shape. With respect to such a frame position regulating member 9A, the tip of one of the molds 5 is pushed to the limit so as to abut against the inner wall of the frame position regulating member 9A, and the tip of the other mold 5 is placed on one of the molds 5 so as to be brought into contact with the side surface of the tip (see the two-dot chain line in FIG. 2).

この型枠支持板8Aには、螺子体6を貫通させるための孔部8aが形成され、その孔部8aは、螺子体6が枠位置規制部材9Aと干渉しない箇所、つまり枠位置規制部材9Aから所定距離オフセットした位置に配設されており(図2参照)、これにより、型枠支持板8Aの高さ調整幅が拡大する(図3参照)。   The mold support plate 8A is formed with a hole 8a for allowing the screw body 6 to pass therethrough, and the hole 8a is located where the screw body 6 does not interfere with the frame position restricting member 9A, that is, the frame position restricting member 9A. (See FIG. 2), the height adjustment width of the mold support plate 8A is expanded (see FIG. 3).

他方の型枠支持具1Bは、図5乃至図7に示すように、直線部用として形成され、その型枠支持板8Bには、互いに直線状に突き合わされる二枚の型枠5,5を嵌入させて保持するための枠位置規制部材9Bが設けられており、その枠位置規制部材9Bは、断面形状が略U字状に形成され(図7参照)、平面視で両壁面が直線状に形成されている(図6参照)。   As shown in FIGS. 5 to 7, the other mold support 1B is formed for a straight portion, and two molds 5 and 5 are linearly butted against each other on the mold support plate 8B. A frame position restricting member 9B for inserting and holding the frame is provided. The frame position restricting member 9B has a substantially U-shaped cross section (see FIG. 7), and both wall surfaces are straight in a plan view. (See FIG. 6).

この枠位置規制部材9Bも、嵌入保持させた型枠5が倒れることなく安定に保持される程度の高さに形成され、型枠5を挿入しやすいように、その両開放端は若干外開き状に形成されている。また、螺子体6を貫通させるための孔部8bは、螺子体6が枠位置規制部材9Bと干渉しない箇所、つまり枠位置規制部材9Bの中心線から所定距離オフセットした位置に配設されており(図6参照)、これにより、型枠支持板8Bの高さ調整幅が拡大する(図7参照)。   The frame position restricting member 9B is also formed to a height that allows the inserted and held mold 5 to be stably held without falling, and both open ends thereof are slightly opened so that the mold 5 can be easily inserted. It is formed in a shape. Further, the hole 8b for allowing the screw body 6 to pass therethrough is disposed at a position where the screw body 6 does not interfere with the frame position restricting member 9B, that is, at a position offset by a predetermined distance from the center line of the frame position restricting member 9B. As a result, the height adjustment width of the mold support plate 8B is expanded (see FIG. 7).

次いで、両型枠支持具1A,1Bの共通部分について説明すると、基礎2等の設置面に型枠支持具1A,1Bを安定な状態で立設できるように、螺子体6の下部には、座板10(図4参照)が固定されている。一方、支持具本体7は、例えば、パイプ材からなり、その下部が絞り込まれて径小に形成され、その下部内部には、螺子体6に螺合する内螺子71が形成されており、その上端には、型枠支持板8A,8Bが溶接またはかしめ等により固定されている。   Next, the common part of both mold support 1A, 1B will be described. At the bottom of the screw body 6, the mold support 1A, 1B can be erected in a stable state on the installation surface of the foundation 2 or the like. A seat plate 10 (see FIG. 4) is fixed. On the other hand, the support tool body 7 is made of, for example, a pipe material, and a lower portion thereof is narrowed to have a small diameter, and an inner screw 71 that is screwed into the screw body 6 is formed inside the lower portion. Form support plates 8A and 8B are fixed to the upper end by welding or caulking.

そして、支持具本体7の下には、支持具本体7を螺子体6に対して固定するために、螺子体6に螺合するロックナット11がワッシャ12を介して配設されている。型枠5,…の高さ調整が終了した時点で、このロックナット11により、型枠支持板8A,8Bを螺子体6に対して固定すれば、型枠5,…の支持状態が安定化し、コンクリートを打設した時にも型枠5,…の支持状態が変化しなくなる。   Under the support body 7, a lock nut 11 that is screwed into the screw body 6 is disposed via a washer 12 in order to fix the support body 7 to the screw body 6. When the height adjustment of the molds 5,... Is completed, if the mold support plates 8 A and 8 B are fixed to the screw body 6 by the lock nut 11, the support state of the molds 5. When the concrete is placed, the support state of the molds 5, ... does not change.

以上のように構成される型枠支持具1A,1Bを用いてコンクリートベース3に基礎凹部4を形成する方法について説明すると(図9乃至図11参照)、この施工方法は、基礎等の下地2に形成すべき基礎凹部4の側壁面を形成する位置に、適当な間隔、例えば、型枠5の幅相当の間隔をおいて型枠支持具1A,1Bを立設する第1の工程と、各型枠支持具1A,1Bの型枠支持板8A,8Bの高さを調整する第2の工程と、ロックナット11により型枠支持板8A,8Bを螺子体6に固定する第3の工程(以上,図9(a)参照)と、型枠支持具1A,1Bのそれぞれに型枠5,…を保持させて枠組みを形成する第4の工程(図9(b)参照)と、枠組みされた前記型枠5,…の外側にコンクリートを打設する第5の工程(図10(a)参照)と、枠組みされた型枠5,…の内側にコンクリートを補充して底面が型枠5,…の下部(型枠支持板8A,8B)の高さレベルと面一になるようにコテ等で均す第6の工程(図10(b)参照)と、型枠5,…を撤去する第7の工程(図11参照)と、からなる。   A method for forming the foundation recess 4 in the concrete base 3 using the mold support 1A, 1B configured as described above (see FIGS. 9 to 11) will be described. A first step of erecting the mold support 1A, 1B at an appropriate interval, for example, an interval corresponding to the width of the mold 5 at a position where the side wall surface of the basic recess 4 to be formed is formed, A second step of adjusting the height of the mold support plates 8A and 8B of the respective mold support tools 1A and 1B, and a third step of fixing the mold support plates 8A and 8B to the screw body 6 by the lock nut 11 (See FIG. 9 (a)), the fourth step (see FIG. 9 (b)) of forming the framework by holding the molds 5,. The fifth step (see FIG. 10 (a)) for placing concrete on the outside of the formed molds 5,. ) And concrete inside the framed molds 5,... So that the bottom surface is flush with the height level of the lower part of the molds 5,... (Mold support plates 8A, 8B). And the sixth step (see FIG. 10B) and the seventh step (see FIG. 11) for removing the molds 5,.

この例では、使用する型枠5の両端を型枠支持具1A,1Bで支持するため、第1の工程では、図示の基礎凹部4の長手方向に3カ所、紙面に直交する幅方向に2カ所に、それぞれ型枠支持具1A,1Bを配設する(型枠支持具1Aが4基、型枠支持具1Bが2基、合計6基)。次いで、基礎凹部4を形成すべき基礎等の設置面2に不陸(段差)2aがあるため、全ての型枠5,…を同一高さレベルに支持する必要があり、水平基準用の糸(図示省略)を張設すること等により各型枠支持具1A,1Bの型枠支持板8A,8Bの高さレベルが均一となるように調整する(第2の工程)。   In this example, both ends of the mold 5 to be used are supported by the mold supports 1A and 1B. Therefore, in the first step, three in the longitudinal direction of the illustrated basic recess 4 and 2 in the width direction perpendicular to the paper surface. Formwork supports 1A and 1B are arranged at the respective locations (four formwork support tools 1A and two formwork support tools 1B, a total of six). Next, since there is unevenness (a step) 2a on the installation surface 2 of the foundation or the like on which the foundation recess 4 is to be formed, it is necessary to support all the molds 5,... At the same height level. The height level of the mold support plates 8A and 8B of each mold support 1A and 1B is adjusted to be uniform by stretching (not shown) or the like (second step).

その際に、下地2に形成するコンクリートベースの深さ(H1,H2)に合わせて型枠支持板8A,8Bの高さを調整する。その調整は、前述したように、支持具本体7を回動操作することにより行う。そして、高さ調整が終了した後で、ロックナット11を締結することにより、型枠支持板8A,8Bを螺子体6に対して固定する(第3の工程)。   At that time, the height of the formwork support plates 8A and 8B is adjusted in accordance with the depth (H1, H2) of the concrete base formed on the base 2. The adjustment is performed by rotating the support body 7 as described above. Then, after the height adjustment is completed, the mold support plates 8A and 8B are fixed to the screw body 6 by fastening the lock nut 11 (third step).

次いで、第4の工程で、固定された型枠支持板8A,8Bのそれぞれに型枠5,…を保持させて枠組みを形成する。この際、各型枠5,…の上部の継ぎ目を、別途、用意してある上部継手13A,13B(例えば、図8(a)〜(d)参照)を用いて接合する。この状態で、型枠5,…の枠組みが固定された状態となる。なお、上部継手13A,13Bは、枠位置規制部材9A,9Bと同一形状に形成されたもの等を用いることができる。   Next, in the fourth step, the frame is formed by holding the molds 5,... On the fixed mold support plates 8A, 8B, respectively. At this time, the upper joints of the respective molds 5,... Are joined by using separately prepared upper joints 13A and 13B (for example, see FIGS. 8A to 8D). In this state, the frame of the molds 5,... Is fixed. For the upper joints 13A and 13B, those formed in the same shape as the frame position regulating members 9A and 9B can be used.

次の第5の工程で、枠組みされた型枠5,…の外周にコンクリートを打設することにより、型枠5,…の外面に基礎凹部4の側壁面(本発明の壁面)4aを形成することができる。その際に、型枠5,…の下方(型枠支持板8A,8Bと設置面2との間)の隙間から枠組みの内側にコンクリートが流れ込むが、十分に行き渡らないため(図10(a)参照)、別途、コンクリートを補充してコテ等(図示省略)で均すことにより、型枠支持板8A,8Bと同一高さレベルの底面4bを形成することができる(第6の工程,図10(b)参照)。   In the next fifth step, concrete is placed on the outer periphery of the framed molds 5,... To form the side wall surface (wall surface of the present invention) 4a of the foundation recess 4 on the outer surface of the molds 5,. can do. At that time, the concrete flows into the inside of the frame from the gap below the molds 5,... (Between the mold support plates 8A, 8B and the installation surface 2), but it does not spread sufficiently (FIG. 10 (a)). (Refer) Separately, by replenishing concrete and leveling with a trowel or the like (not shown), the bottom surface 4b having the same height level as the mold support plates 8A and 8B can be formed (sixth process, FIG. 10 (b)).

次いで、所定時間経過後にコンクリートが硬化した時点で、上部継手13A,13Bを取り除いて、型枠5,…を撤去すれば、工事が完了する(第7の工程)。なお、コンクリートベース3に埋設されている型枠支持具1A,1Bの主要部分はそのまま残し、基礎凹部4内に露出している枠位置規制部材9A,9Bや螺子体6の一部等をカッターやガス等で切断除去する。   Next, when the concrete is hardened after a predetermined time has elapsed, the upper joints 13A and 13B are removed, and the molds 5 are removed to complete the construction (seventh step). The main parts of the mold support 1A, 1B embedded in the concrete base 3 are left as they are, and the frame position regulating members 9A, 9B exposed in the foundation recess 4 and a part of the screw body 6 are cut by the cutter. Cut off with gas or gas.

以上のように、この施工方法では、下地となる設置面2に多少の不陸があっても、型枠5,…の高さを均一に調整することによって、精度の高い枠組みを形成することができ、形状精度の高い基礎凹部4を作業性よく形成することができる。特に、型枠支持板8A,8Bの高さを調整することで、図11に示すように、浴槽B下部のコンクリートベース3を所望の厚さに精度よく形成することができる。   As described above, in this construction method, even if there is some unevenness on the installation surface 2 as a base, a highly accurate framework is formed by adjusting the height of the molds 5, ... uniformly. Therefore, the basic recess 4 with high shape accuracy can be formed with good workability. In particular, by adjusting the height of the mold support plates 8A and 8B, the concrete base 3 below the bathtub B can be accurately formed to a desired thickness as shown in FIG.

また、型枠支持具1A,1Bの主要部をコンクリートベース3内に埋設したままの状態とすることで、それらを回収する手間を省くことができる。また、基礎凹部4の周囲を型枠支持具1A,1Bで効果的に補強することもでき、水を入れると重量が大となる浴槽Bの底部を強固に支えることができる。   Moreover, the effort which collect | recovers them can be saved by making the main part of the formwork support tools 1A and 1B remain embedded in the concrete base 3. Moreover, the circumference | surroundings of the basic | foundation recessed part 4 can also be effectively reinforced with formwork support tools 1A and 1B, and the bottom part of the bathtub B which becomes heavy when water is poured can be supported firmly.

さらに、このような施工方法では、型枠5は木板製のものを用いれば、軽量かつ安価であり、取り扱い作業性が良好となり枠組みの形成が容易となる。また、プラスチック製としても、同様に、軽量かつ安価となり、取り扱い作業性も良好で枠組みの形成が容易となる。   Furthermore, in such a construction method, if the formwork 5 made of wood is used, it is lightweight and inexpensive, handling workability is improved, and the formation of the framework is facilitated. Similarly, the plastic can be light and inexpensive, can be handled easily, and can easily form a frame.

型枠5をプラスチック板で形成する場合、例えば、図12(a)〜(c)に示すように、曲げ強度の向上を図るためのリブ5aを形成するのが好ましい。そのリブ5aは、型枠5の長手方向及び幅方向に交差状に形成すればよい。このようにすれば、長手方向及び幅方向の剛性を効果的に向上させることができ、コンクリートを打設した時の変形を少なくすることができ、形状精度の高い基礎凹部4を形成することができる。   When the mold 5 is formed of a plastic plate, for example, as shown in FIGS. 12A to 12C, it is preferable to form ribs 5a for improving the bending strength. The rib 5a may be formed so as to intersect the longitudinal direction and the width direction of the mold 5. If it does in this way, the rigidity of a longitudinal direction and the width direction can be improved effectively, the deformation at the time of placing concrete can be reduced, and the foundation concave part 4 with high shape accuracy can be formed. it can.

また、支持具本体7及び型枠支持板8A,8Bをプラスチック材で形成してもよい。このようにすれば、型枠支持具1A,1Bを軽量に形成することができるため、現場での取り扱い作業性が向上し、かつ、その保管や輸送も容易となる。また、支持具本体7と型枠支持板8A,8Bを一体成形により安価に製作することができる。   Moreover, you may form the support tool main body 7 and the formwork support plates 8A and 8B with a plastic material. In this way, since the formwork supports 1A and 1B can be formed in a light weight, handling workability at the site is improved, and storage and transportation thereof are facilitated. In addition, the support body 7 and the formwork support plates 8A and 8B can be manufactured at low cost by integral molding.

さらに、螺子体6、支持具本体7、及び、型枠支持板8A,8Bを、プラスチック材で形成してもよい。このようにすれば、型枠支持具1A,1Bをより一層軽量に形成することができるため、現場での取り扱い作業性がさらに向上し、かつ、その保管や輸送も容易となる。   Furthermore, you may form the screw body 6, the support tool main body 7, and the formwork support plates 8A and 8B with a plastic material. In this way, the formwork supports 1A and 1B can be formed to be even lighter, so that the handling workability at the site is further improved, and the storage and transportation are facilitated.

また、螺子体6を型成形により、支持具本体7と型枠支持板8A,8Bを一体成形により、それぞれ安価に製作することができ、型枠支持具1A,1Bをより一層安価に提供することができる。なお、本発明の型枠支持具1A,1Bは、本実施の形態に記載の構成に限定されることなく、本発明の要旨を逸脱しない限りにおいて、必要に応じて、適宜、改良、変更等は自由であるのは言うまでもない。また、本方法の発明により施工される基礎凹部は、浴槽Bの底部を嵌めるためだけでなく、例えば、マンション等に日本間を施工する場合等にも適用でき、その施工目的は必要に応じて適宜に選択されてよく、この基礎凹部の施工方法は、コンクリートベースに凹部を形成する場合に、その目的の如何を問わず、広く適用することができる。   Further, the screw body 6 can be formed at a low cost by molding, and the support body 7 and the mold support plates 8A and 8B can be integrally formed at a low cost, thereby providing the mold support 1A and 1B at a lower cost. be able to. The formwork supports 1A and 1B of the present invention are not limited to the configuration described in the present embodiment, and may be improved, modified, etc., as necessary, without departing from the gist of the present invention. It goes without saying that is free. Moreover, the foundation recessed part constructed by the invention of the present method can be applied not only for fitting the bottom of the bathtub B, but also, for example, when constructing Japan between apartments, etc. The method of constructing the foundation recess can be widely applied regardless of the purpose when the recess is formed in the concrete base.

本発明の実施の形態に係るコーナー用の型枠支持具の正面図である。It is a front view of the formwork support for corners concerning an embodiment of the invention. 同平面図である。It is the same top view. 同図1のA−A矢視断面図である。It is AA arrow sectional drawing of the same FIG. 同底面図である。It is the bottom view. 同直線部用の型枠支持具の正面図である。It is a front view of the formwork support for the straight part. 同平面図である。It is the same top view. 同図5のB−B矢視断面図である。It is BB arrow sectional drawing of the same FIG. (a)は同コーナー用の上部継手の平面図、(b)は同正面図、(c)同直線部用の上部継手の平面図、(d)は同正面図である。(A) is a top view of the upper joint for the corner, (b) is the front view, (c) is a plan view of the upper joint for the straight portion, and (d) is the front view. (a)は同設置面に型枠支持具を立設して高さ調整した状態、(b)は同型枠で枠組みを形成した状態、の説明図である。(A) is an explanatory view of a state in which the formwork support is erected on the same installation surface and the height is adjusted, and (b) is a state in which a frame is formed with the same formwork. (a)は同コンクリートを打設した状態、(b)は同基礎凹部の底面を均した状態、の説明図である。(A) is explanatory drawing of the state which casts the concrete, (b) is the state which leveled the bottom face of the basic | foundation recessed part. 同基礎凹部を形成した状態の説明図である。It is explanatory drawing of the state which formed the basic | foundation recessed part. (a)同プラスチック材で形成した型枠の内側から見た平面図、(b)同(a)のC−C矢視断面図、(c)(a)のD−D矢視断面図である。(A) The top view seen from the inside of the formwork formed with the plastic material, (b) CC sectional view taken on the line (a), (c) Cross sectional view taken on the line DD of (a) is there.

符号の説明Explanation of symbols

1A,1B…型枠支持具、2…設置面、3…コンクリートベース、4…基礎凹部、4a…壁面、4b…底面、5…型枠、6…螺子体、7…支持具本体、8A,8B…型枠支持板、9A,9B…枠位置規制部材、H1,H2…型枠支持板の高さ   DESCRIPTION OF SYMBOLS 1A, 1B ... Formwork support tool, 2 ... Installation surface, 3 ... Concrete base, 4 ... Foundation recessed part, 4a ... Wall surface, 4b ... Bottom surface, 5 ... Formwork, 6 ... Screw body, 7 ... Support tool main body, 8A, 8B: Formwork support plate, 9A, 9B: Frame position regulating member, H1, H2: Height of formwork support plate

Claims (7)

コンクリートベースに基礎凹部を形成するための型枠を高さ調整自在に支持する型枠支持具であって、
前記コンクリートベースの下地となる基礎等の設置面に着座して上下方向に配設される座板付きの螺子体と、
前記螺子体に螺合して上下に移動自在な支持具本体と、
前記支持具本体の上部に、上下方向に変位不能に支持されて、型枠を支持する型枠支持板と、
前記型枠支持板に設けられ、前記型枠の下部を位置決めするための枠位置規制部材と、を備えたことを特徴とする型枠支持具。
A formwork support for supporting a formwork for forming a foundation recess in a concrete base, the height of which can be adjusted,
A screw body with a seat plate that is seated on an installation surface such as a foundation serving as a foundation of the concrete base and arranged in a vertical direction;
A support body that can be moved up and down by screwing into the screw body;
On the upper part of the support body, a mold support plate that is supported so as not to be displaced in the vertical direction and supports the mold,
And a frame position regulating member provided on the mold support plate for positioning a lower portion of the mold frame.
前記枠位置規制部材は、前記型枠の下部を嵌入させて保持するために断面形状が略U字状に形成されることを特徴とする請求項1に記載の型枠支持具。   2. The formwork support according to claim 1, wherein the frame position restricting member has a substantially U-shaped cross section so as to fit and hold a lower part of the formwork. 前記枠位置規制部材は、互いに直交するコーナー部の二枚の型枠を嵌入させて保持するために平面視で直角方向に折曲状に形成されることを特徴とする請求項1又は2に記載の型枠支持具。   The frame position regulating member is formed in a bent shape in a right angle direction in a plan view so as to fit and hold two molds at corner portions orthogonal to each other. The formwork support described. 型枠支持具の複数個を、前記設置面上の所定位置に立設する工程と、
前記型枠支持具のそれぞれに型枠を保持させて枠組みを形成する工程と、
枠組みされた前記型枠の外側にコンクリートを打設する工程と、を有し、
前記型枠支持具は、基礎等の設置面に着座して上下方向に配設される座板付きの螺子体と、前記螺子体に螺合して上下に移動自在な支持具本体と、前記支持具本体の上部に、上下方向に変位不能に支持されて、型枠を受載支持する型枠支持板と、を備え、
前記型枠の内側に前記型枠の下部の高さレベルに形成される底面と、前記型枠の外面に沿って形成される壁面と、を有する基礎凹部を形成することを特徴とする基礎凹部の施工方法。
Erecting a plurality of formwork support tools at predetermined positions on the installation surface;
Forming a frame by holding a mold in each of the mold supports; and
Placing concrete on the outside of the framed formwork, and
The formwork support includes: a screw body with a seat plate that is seated on an installation surface such as a foundation and disposed in a vertical direction; a support body that is screwed into the screw body and is movable up and down; On the upper part of the support body, a mold support plate that is supported so as not to be displaced in the vertical direction and receives and supports the mold, and
A base recess having a bottom surface formed at a lower height level of the mold and a wall surface formed along an outer surface of the mold is formed inside the mold. Construction method.
前記型枠支持具のそれぞれに前記型枠を保持させて枠組みを形成する工程の前段に、前記各型枠支持具の型枠支持板の高さを調整する工程を有することを特徴とする請求項4に記載の基礎凹部の施工方法。   A step of adjusting the height of the formwork support plate of each formwork support is provided before the step of forming the form by holding the formwork on each of the formwork supports. Item 5. A method for constructing a basic recess according to Item 4. 前記基礎凹部の底部における前記コンクリートベースを、前記型枠支持板の高さに相当する厚さに形成することを特徴とする請求項4又は5に記載の基礎凹部の施工方法。   The construction method for a foundation recess according to claim 4 or 5, wherein the concrete base at the bottom of the foundation recess is formed to a thickness corresponding to the height of the formwork support plate. 前記基礎凹部を形成した後は、前記型枠支持具は、前記コンクリートベースに埋設されたままの状態とされることを特徴とする請求項4乃至6の何れかに記載の基礎凹部の施工方法。   The method for constructing a foundation recess according to any one of claims 4 to 6, wherein, after the foundation recess is formed, the formwork support is left embedded in the concrete base. .
JP2003413449A 2003-12-11 2003-12-11 Form supporting implement and construction method for foundation recess Pending JP2005171637A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016043641A1 (en) * 2014-09-15 2016-03-24 Get Ab House foundation system and method of forming a house foundation and a method for forming a floor structure
SE1950930A1 (en) * 2019-08-14 2021-02-15 I & P I Norr Ab An adjustment system, and adjustable support, a method of orienting an element, and use of such system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2016043641A1 (en) * 2014-09-15 2016-03-24 Get Ab House foundation system and method of forming a house foundation and a method for forming a floor structure
SE1950930A1 (en) * 2019-08-14 2021-02-15 I & P I Norr Ab An adjustment system, and adjustable support, a method of orienting an element, and use of such system
SE544032C2 (en) * 2019-08-14 2021-11-09 I & P I Norr Ab An adjustment system, and adjustable support, a method of orienting an element, and use of such system

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