JP2005248443A - Foundation form execution method and foundation form mounting structure - Google Patents

Foundation form execution method and foundation form mounting structure Download PDF

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JP2005248443A
JP2005248443A JP2004056378A JP2004056378A JP2005248443A JP 2005248443 A JP2005248443 A JP 2005248443A JP 2004056378 A JP2004056378 A JP 2004056378A JP 2004056378 A JP2004056378 A JP 2004056378A JP 2005248443 A JP2005248443 A JP 2005248443A
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formwork
foundation
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mold
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Tadatoshi Mannouji
忠俊 萬納寺
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<P>PROBLEM TO BE SOLVED: To provide a foundation form execution method which enables arrangement and fixture of lower ends of respective foundation forms along the same straight line, and to provide a foundation form mounting structure. <P>SOLUTION: The foundation form mounting structure is made up of foundation form receiving portions 3 arranged on an upper surface of a base concrete layer 1, the foundation forms 2 each having the lower end thereof fitted in the foundation support portion 3 along the straight line, and retaining plates 4 each for fixing the foundation form support portion 3 and the lower end of the foundation form 2 to the base concrete layer 1. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、基礎型枠の施工方法および基礎型枠の取り付け構造に関する。詳しくは、住宅施工の基礎工事におけるコンクリートベース上に配置される基礎型枠の施工方法およびその取り付け構造に係るものである。   The present invention relates to a method for constructing a basic formwork and a mounting structure for the basic formwork. More specifically, the present invention relates to a method for constructing a foundation form placed on a concrete base in a foundation construction for housing construction and a mounting structure thereof.

現在の一般的な住宅施工の基礎工事は、図11に示すように、栗石101を被覆して形成された捨てコンクリート層(以下、「ベースコンクリート」と称呼する。)102の上面に金属製の基礎型枠103を一定間隔設けて連続し立ち上げ、この基礎型枠103内にコンクリートを流し込み養生することで基礎コンクリートが構築されるものである。   As shown in FIG. 11, the current general foundation construction for housing construction is made of metal on the upper surface of a discarded concrete layer (hereinafter referred to as “base concrete”) 102 formed by covering chestnut stone 101. The foundation concrete 103 is constructed by continuously starting up the foundation form 103 with a predetermined interval, pouring concrete into the foundation form 103 and curing.

そこで前記基礎型枠103の下端は、ベースコンクリート102上面に位置決めされた後に基礎型枠103下端面に穿孔される釘穴104よりベースコンクリート102内へ釘105を打ち込んで固定し、基礎型枠103上端にはセパレータ106を取り付けて基礎型枠104間を保持し、サポート107によって基礎型枠103の位置決めを行うものである。   Therefore, the lower end of the foundation mold 103 is fixed by driving a nail 105 into the base concrete 102 through a nail hole 104 which is positioned on the upper surface of the base concrete 102 and then drilled in the lower end surface of the foundation mold 103. A separator 106 is attached to the upper end to hold the space between the basic molds 104, and the basic mold 103 is positioned by the support 107.

更に、図12に示すように配列される基礎型枠103の外側面にフック部108を所定間隔ごとに取り付け、このフック部108に角鋼管109を嵌め込むことにより各基礎型枠103を同一列面状に固定するものである。   Furthermore, as shown in FIG. 12, hook portions 108 are attached to the outer side surfaces of the basic molds 103 arranged at predetermined intervals, and square steel pipes 109 are fitted into the hook portions 108 so that the basic molds 103 are arranged in the same row. It is fixed in a planar shape.

また、この種の基礎型枠の施工方法として図13に示すような発明がある。この基礎型枠の施工方法は、捨てコンクリート上にピース状の位置決め定規110を釘止めによって設置しておき、この位置決め定規110のピース111間に型枠112を落とし込んで型枠112の設置を行う構成とする(例えば、特許文献1参照。)。   Moreover, there exists invention as shown in FIG. 13 as a construction method of this kind of basic formwork. In this construction method of the basic formwork, a piece-shaped positioning ruler 110 is installed on the discarded concrete by nail fastening, and the formwork 112 is dropped between the pieces 111 of the positioning ruler 110 to install the formwork 112. The configuration is used (for example, see Patent Document 1).

特開平5−214734号公報(実施例、第1図)Japanese Patent Laid-Open No. 5-214734 (Example, FIG. 1)

ここで、前述した図11に示す一般的な基礎工事では、基礎型枠の下端を釘によって固定するために、釘をハンマーなどによって非常に窮屈な状態で、かつピンポイントで打ち込むことが要求され、非常に煩雑な作業となるとともに、失敗時には基礎型枠の端部を打ち付けて変形するなどの問題がある。   Here, in the general foundation work shown in FIG. 11 described above, in order to fix the lower end of the foundation formwork with the nail, it is required to drive the nail in a very cramped state and pinpoint with a hammer or the like. In addition to the extremely complicated work, there is a problem that when the failure occurs, the end of the basic formwork is struck and deformed.

また、基礎型枠の下端を固定する場合には、一列状に配列される基礎型枠の下端内面が同一直線上となるように固定しないと、図12に示すように角鋼管により強制的に同一列状とした場合でもあっても基礎型枠を取り外した場合には基礎コンクリート側面に段差ができる場合がある。   Further, when fixing the lower end of the basic formwork, if the lower end inner surface of the basic formwork arranged in a line is not fixed so as to be on the same straight line, it is forced by a square steel pipe as shown in FIG. Even if they are in the same row, if the foundation formwork is removed, there may be a step on the side of the foundation concrete.

一方、前述した図13に示す基礎型枠の施工方法では、捨てコンクリート上面に位置決め定規を所定間隔ごとに釘等によって固定し、この位置決め定規と共に基礎型枠を立ち上げるものであり、基礎型枠内にコンクリートを打設した際には位置決め定規はコンクリートに埋設されることになり、大量の位置決め定規が消費されることになり、非常なコスト高となる問題がある。   On the other hand, in the construction method of the basic form shown in FIG. 13 described above, a positioning ruler is fixed to the upper surface of the discarded concrete with a nail or the like at predetermined intervals, and the basic form is started together with this positioning ruler. When the concrete is placed inside, the positioning ruler is buried in the concrete, and a large amount of the positioning ruler is consumed, which causes a problem of a very high cost.

また、基礎型枠間隔は一定ではなく数種の間隔長さがあるために、その間隔長さに応じた位置決め定規を用意しなければならず、更に施工後の基礎コンクリートは所定間隔ごとに、その底部が位置決め定規によって分離され、位置決め定規の腐食などによって強度が低下するなどの問題が想定される。   In addition, since the foundation formwork interval is not constant and there are several types of interval lengths, a positioning ruler according to the interval length must be prepared, and the foundation concrete after construction is further divided at predetermined intervals, The bottom part is separated by a positioning ruler, and problems such as a decrease in strength due to corrosion of the positioning ruler are assumed.

本発明は、以上の点に鑑みて創案されたものであって、基礎型枠の下端を同一直線上に配列固定することを可能とした基礎型枠の施工方法および基礎型枠の取り付け構造を提供することを目的とするものである。   The present invention was devised in view of the above points, and provides a method for constructing a basic formwork and a structure for attaching the basic formwork that enables the lower ends of the basic formwork to be arranged and fixed on the same straight line. It is intended to provide.

上記の目的を達成するために、本発明に係る基礎型枠の施工方法は、ベースコンクリート上に所定間隔を設けて立ち上げられる基礎型枠と、基礎型枠の間隔を保持するセパレータを備える基礎型枠の施工方法において、ベースコンクリート上に1スパン長さの基礎型枠受け部を配置する工程と、該基礎型枠受け部内に複数の基礎型枠の下端を同列状に配列する工程と、該基礎型枠受け部と基礎型枠下端とをベースコンクリート上の定位置に仮止めする工程を備える。   In order to achieve the above object, a method for constructing a foundation form according to the present invention includes a foundation form that is launched on a base concrete with a predetermined interval, and a foundation that includes a separator that maintains the interval between the foundation forms. In the method for constructing a mold, a step of arranging a one-span-length basic mold receiver on the base concrete, a step of arranging the lower ends of a plurality of basic molds in the same form in the basic mold receiver, A step of temporarily fixing the foundation mold receiving part and the bottom of the foundation mold at a fixed position on the base concrete.

ここで、ベースコンクリート上に1スパン長さの基礎型枠受け部を配置し、この基礎型枠受け部内に複数の基礎型枠の下端を嵌め入れることで基礎型枠の下端が直線上に配列することが可能となる。そして基礎型枠受け部と基礎型枠下端とをベースコンクリート上の定位置に、押さえ板と釘によって仮固定することで容易に基礎型枠の施工を行うことが可能となり、かつ基礎型枠の取り外しの場合には前記押さえ板をベースコンクリートより取り外すことで基礎型枠受け部と基礎型枠を同時に取り外すことが可能となる。   Here, the base formwork receiving part of 1 span length is arranged on the base concrete, and the bottom ends of the base formwork are arranged in a straight line by inserting the bottom ends of a plurality of base formwork into the basic formwork receiving part. It becomes possible to do. The foundation formwork can be easily constructed by temporarily fixing the foundation formwork receiving part and the bottom end of the foundation formwork to a fixed position on the base concrete with a holding plate and nails. In the case of removal, it is possible to remove the holding plate and the basic form at the same time by removing the holding plate from the base concrete.

また、基礎型枠の上端に1スパン長さの基礎型枠冠体部を嵌め入れることで複数枚の基礎型枠の上端が直線上に配列することが可能となり、これにより基礎型枠の下端および上端が直線上に配列されることから各基礎型枠内面が同一面状に配列され、角鋼管の取り付けが不要となる。   In addition, by inserting a 1-span-long basic formwork crown into the upper end of the basic formwork, it becomes possible to arrange the upper ends of multiple basic formwork on a straight line. Since the upper ends are arranged in a straight line, the inner surfaces of the respective basic molds are arranged in the same plane, and it is not necessary to attach a square steel pipe.

また、上記の目的を達成するために、本発明に係る基礎型枠の取り付け構造は、ベースコンクリート上に所定間隔を設けて立ち上げられる基礎型枠と、基礎型枠の上端にその間隔を保持するために設置されるセパレータを備える基礎型枠において、ベースコンクリート上に、複数の基礎型枠の下端が同列状に配置される1スパン長さの基礎型枠受け部と、
該基礎型枠受け部と基礎型枠下端とがベースコンクリート上の定位置に仮止め可能とされる固定手段を備える。
In order to achieve the above-mentioned object, the mounting structure of the foundation mold according to the present invention has a foundation mold that is set up on the base concrete with a predetermined interval, and holds the gap at the upper end of the foundation mold. In a basic formwork provided with a separator to be installed, on the base concrete, a base formwork receiving part having a one-span length in which lower ends of a plurality of basic formwork are arranged in a row,
The foundation mold receiving part and the lower end of the foundation mold are provided with fixing means that can be temporarily fixed at a fixed position on the base concrete.

ここで、ベースコンクリート上に配置される1スパン長さの基礎型枠受け部内に複数の基礎型枠の下端を嵌め入れることで基礎型枠の下端が直線上に配列することが可能な構造となり、かつ押さえ板と釘によって基礎型枠受け部と基礎型枠下端とをベースコンクリート上の定位置に仮固定することで容易に基礎型枠の立ち上げを行うことが可能となる。   Here, it becomes a structure in which the lower ends of the foundation molds can be arranged on a straight line by inserting the lower ends of a plurality of foundation molds into the one-span length foundation mold receivers arranged on the base concrete. In addition, it is possible to easily start up the foundation mold by temporarily fixing the foundation mold receiver and the lower end of the foundation mold to a fixed position on the base concrete with the pressing plate and the nail.

また、基礎型枠の上端に1スパン長さの基礎型枠冠体部を嵌め入れた構造とすることにより、基礎型枠の下端および上端が直線上に配列されることで各基礎型枠内面が同一面状となる。   In addition, by adopting a structure in which a 1-span-length basic mold crown body is fitted to the upper end of the basic mold, the lower and upper ends of the basic mold are arranged in a straight line so that the inner surface of each basic mold Are in the same plane.

また、上記の目的を達成するために、本発明に係る基礎型枠の施工方法は、基礎型枠受けスペーサーによって基礎型枠を空中状に支持して立ち上げるベタ基礎一体打ち基礎型枠の施工方法において、捨てコンクリート層上に配列する基礎型枠受けスペーサー上に1スパン長さの基礎型枠受け部を配置する工程と、該基礎型枠受け部内に複数の基礎型枠の下端を同列状に配列する工程を備える。   In addition, in order to achieve the above object, the method for constructing the basic formwork according to the present invention is the construction of the solid foundation-integrated foundation formwork that is supported with the foundation formwork supported in the air by the foundation formwork receiving spacer. In the method, a step of placing a one-span-long basic formwork receiving part on a basic formwork receiving spacer arranged on a discarded concrete layer, and a plurality of basic formwork lower ends in the same form in the basic formwork receiving part Comprising the step of arranging in a.

ここで、基礎型枠受けスペーサーによって基礎型枠受け部を空中上に支持し、この基礎型枠受け部内に複数の基礎型枠の下端を嵌め入れることで基礎型枠の下端が直線上に配列することが可能となると共に基礎型枠受けスペーサーの配置数を大幅に減らすことが可能となる。   Here, the basic formwork receiving spacer is supported in the air by the basic formwork receiving spacer, and the lower ends of the basic formwork are arranged in a straight line by inserting the lower ends of a plurality of basic formwork into the basic formwork receiving part. It becomes possible to reduce the number of arrangement of the basic formwork receiving spacers.

また、上記の目的を達成するために、本発明に係る基礎型枠を基礎型枠受けスペーサーによって空中状に支持して立ち上げるベタ基礎一体打ち基礎型枠において、捨てコンクリート層上に配列される基礎型枠受けスペーサー上に配置される1スパン長さの基礎型枠受け部と、その下端が前記基礎型枠受け部内に同列状に嵌入される複数の基礎型枠を備える。   Further, in order to achieve the above-mentioned object, the foundation mold according to the present invention is arranged on the discarded concrete layer in the solid foundation integral foundation mold that is supported and raised in the air by the foundation mold receiving spacer. A one-span-length basic formwork receiving part disposed on the basic formwork receiving spacer and a plurality of basic formwork whose lower ends are fitted in the same form in the basic formwork receiving part.

ここで、捨てコンクリート上に配置される基礎型枠受けスペーサーによって1スパン長さの基礎型枠受け部を支持し、この基礎型枠受け部内に複数の基礎型枠の下端を嵌め入れることで基礎型枠の下端が直線上に配列することが可能な構造となる。   Here, the foundation formwork receiving part of 1 span length is supported by the foundation formwork receiving spacer arranged on the discarded concrete, and the bottoms of the plurality of foundation formwork are fitted into the foundation formwork receiving part. The lower end of the formwork can be arranged on a straight line.

本発明の基礎型枠の施工方法および基礎型枠の取り付け構造では、基礎型枠の下端を直線上に配列することが可能となり、かつコンクリートベース上への固定が基礎型枠を傷つけることなく容易に行うことができ、基礎型枠の施工の効率化が図れる。   According to the construction method of the basic formwork and the mounting structure of the basic formwork of the present invention, it is possible to arrange the lower ends of the basic formwork on a straight line, and it is easy to fix on the concrete base without damaging the basic formwork. It is possible to improve the efficiency of construction of the basic formwork.

また、基礎型枠の上端に基礎型枠冠体部を嵌め入れて基礎型枠の下端および上端が直線上に配列されることで、基礎型枠を取り外した後の基礎コンクリート側面が段差のない仕上がりとなり、かつ従来の角鋼管の取り付けが不要となるものである。   In addition, the base formwork crown is fitted into the upper end of the base formwork, and the bottom and top ends of the base formwork are arranged in a straight line, so that the side of the base concrete after removing the base formwork has no steps. It is finished and does not require the installation of a conventional square steel pipe.

また、ベタ基礎一体打ち基礎型枠の施工では、基礎型枠受けスペーサーによって1スパン長さの基礎型枠受け部を支持し、この基礎型枠受け部内に基礎型枠を同一線上に配列させることにより、従来のように各基礎型枠を支持するための基礎型枠受けスペーサーを必要とせず、大幅に本数を減らすことが可能となる。   In addition, in the construction of a solid foundation-integrated foundation formwork, the foundation formwork support part of one span length is supported by the foundation formwork support spacer, and the foundation formwork is arranged on the same line in the foundation formwork support part. As a result, the number of the base formwork receiving spacers for supporting each base formwork is not required as in the prior art, and the number can be greatly reduced.

以下、本発明の実施の形態を図面を参酌しながら説明し、本発明の理解に供する。
図1は、本発明を適用した基礎型枠の施工方法の一例を説明するための斜視図、図2は基礎型枠を立ち上げるための初期段階における側面断面説明図である。
Hereinafter, embodiments of the present invention will be described with reference to the drawings to provide an understanding of the present invention.
FIG. 1 is a perspective view for explaining an example of a construction method for a basic formwork to which the present invention is applied, and FIG. 2 is a side cross-sectional explanatory view at an initial stage for starting up the basic formwork.

ここで示す基礎型枠の施工は、栗石Aを被覆して形成されたベースコンクリート層1上面に対して、基礎型枠2の立ち上げ位置を決めるための墨付け等が行われる。この墨付け線に沿って1スパン長さの基礎型枠受け部3を配置するものである。   The construction of the foundation mold shown here is inked to determine the starting position of the foundation mold 2 on the upper surface of the base concrete layer 1 formed by covering the chestnut A. A basic formwork receiving portion 3 having a length of 1 span is arranged along the marking line.

この基礎型枠受け部3は図3に示すように、1スパン長さ、即ち基礎型枠の使用場所に応じた一区間長さとした鋼板を基礎型枠の下端を嵌め入れる幅を有する断面凹部形状に折り曲げ形成するものである。   As shown in FIG. 3, the basic formwork receiving part 3 has a cross-sectional recess having a width in which a steel plate having a span length, that is, a section length corresponding to the use place of the basic formwork, is fitted into the lower end of the basic formwork. It is bent into a shape.

そこで基礎型枠受け部3内に、1スパン長さに応じた枚数の基礎型枠2の下端を嵌め入れて直線上に配列した後に、基礎型枠受け部3を墨付け線に合わせ、押さえ板4の先端爪部5によって各基礎型枠2下端と基礎型枠受け部3を押えた状態で押さえ板4に穿孔される釘穴6に釘7を差し込んでベースコンクリート層1上にハンマー等によって打ち込み固定するものである。   Therefore, after the bottom ends of the number of basic molds 2 corresponding to the length of one span are fitted in the basic mold receiving part 3 and arranged on a straight line, the basic form receiving part 3 is aligned with the marking line and pressed. A nail 7 is inserted into a nail hole 6 drilled in the holding plate 4 while holding the lower end of each foundation mold 2 and the foundation mold receiving portion 3 by the tip claw 5 of the plate 4 and a hammer or the like is placed on the base concrete layer 1. Is fixed by driving.

次に図4および図5に示すように、基礎型枠2の上端には、基礎型枠2間の間隔を保持するためのセパレータ8を所定間隔ごとに取り付け、更に1スパン長さの複数枚の基礎型枠2の外側面には角鋼管9を基礎型枠2の外側面に取り付けられるフック10に嵌め入れて基礎型枠2を強制的に同一面状とするものである。   Next, as shown in FIG. 4 and FIG. 5, a separator 8 for maintaining the interval between the basic molds 2 is attached to the upper end of the basic mold 2 at every predetermined interval, and a plurality of sheets of one span length are further attached. A square steel tube 9 is fitted into a hook 10 attached to the outer surface of the basic mold 2 on the outer surface of the basic mold 2 to forcibly make the basic mold 2 the same surface.

更に基礎型枠2の所定間隔ごとにアジャスター付きのサポート11がベースコンクリート層1と基礎型枠2上端との間に設けられるものであり、このサポート11によって立ち上げられる基礎型枠2を支承するとともにアジャスターを調整することにより基礎型枠2上端位置の調整を行うものである。   Further, a support 11 with an adjuster is provided between the base concrete layer 1 and the upper end of the foundation mold 2 at predetermined intervals of the foundation mold 2, and supports the foundation mold 2 raised by the support 11. At the same time, the upper end position of the basic formwork 2 is adjusted by adjusting the adjuster.

また、図6は本発明を適用した基礎型枠の取付け構造の一例を説明するための断面説明図である。
ここで示す基礎型枠の取付け構造は、前記本発明を適用した基礎型枠の施工方法の一例で詳述したように、ベースコンクリート層1上に配置された基礎型枠受け部3内に、1スパン長さに応じた枚数の基礎型枠2の下端を嵌め入れて直線上に配列した後に、基礎型枠受け部3を墨付け線に合わせ、押さえ板4の先端爪部5によって各基礎型枠2下端と基礎型枠受け部3を押えた状態で押さえ板4に穿孔される釘穴6に釘7を差し込んでベースコンクリート層1上にハンマー等によって打ち込み固定するものである。
FIG. 6 is a cross-sectional explanatory view for explaining an example of the mounting structure of the basic formwork to which the present invention is applied.
The mounting structure of the basic formwork shown here, as described in detail in an example of the construction method of the basic formwork to which the present invention is applied, is in the basic formwork receiving part 3 arranged on the base concrete layer 1, After the bottom ends of the number of foundation molds 2 corresponding to the length of one span are fitted and arranged in a straight line, the foundation mold receiving part 3 is aligned with the inked line, and each foundation is supported by the tip claw part 5 of the pressing plate 4. A nail 7 is inserted into a nail hole 6 drilled in the holding plate 4 in a state where the lower end of the mold 2 and the foundation mold receiving part 3 are pressed, and is fixed by being driven onto the base concrete layer 1 with a hammer or the like.

そして各基礎型枠2の上端に対して、基礎型枠受け部と同様な長さおよび断面形状を有する基礎型枠冠体部12を嵌め入れた後に、セパレータ8を所定間隔ごとに取り付けるものである。これにより基礎型枠2の上下端が基礎型枠受け部3および基礎型枠冠体部12によって直線上に配列されることで各基礎型枠2の内面が同一面上に配列されることになり、角鋼管の取り付けが不要となる。   And after inserting the basic mold frame crown body part 12 having the same length and cross-sectional shape as the basic mold frame receiving part to the upper end of each basic mold frame 2, the separators 8 are attached at predetermined intervals. is there. As a result, the upper and lower ends of the basic formwork 2 are arranged in a straight line by the basic formwork receiving part 3 and the basic formwork crown part 12, whereby the inner surfaces of the basic formwork 2 are arranged on the same surface. Therefore, it is not necessary to install a square steel pipe.

更に、サポート11によって立ち上げられる基礎型枠2を支承するとともにアジャスターを調整することにより基礎型枠2上端位置の調整を行い基礎型枠の施工が完了する。   Further, the foundation form 2 is raised by the support 11 and the adjuster is adjusted to adjust the upper end position of the foundation form 2 to complete the construction of the foundation form.

次に図7は、本発明の基礎型枠の取り付け構造の他の例を示す断面説明図である。
ここで示す基礎型枠の取り付け構造は、ベースコンクリート層1上面に配置される基礎型枠受け部3と、この基礎型枠受け部3内にその下端が嵌め入られる基礎型枠2と、基礎型枠受け部3と基礎型枠2の下端を固定する押さえ板4とから構成されるものである。
Next, FIG. 7 is sectional explanatory drawing which shows the other example of the attachment structure of the basic formwork of this invention.
The mounting structure of the foundation mold shown here includes a foundation mold receiving part 3 disposed on the upper surface of the base concrete layer 1, a foundation mold 2 having a lower end fitted into the foundation mold receiving part 3, and a foundation. It is composed of a mold receiving part 3 and a pressing plate 4 for fixing the lower end of the basic mold 2.

そこで基礎型枠受け部3は、前記基礎型枠の施工方法の一例で詳述したように、1スパン長さ、即ち基礎型枠の使用場所に応じた一区間長さとした鋼板を基礎型枠の下端を嵌め入れる幅を有するように断面が直角形状に折り曲げ形成されるものである。   Therefore, as described in detail in an example of the method for constructing the basic formwork, the basic formwork receiving part 3 is a steel plate having a span length, that is, a section length corresponding to the place where the basic formwork is used. The cross section is bent into a right-angled shape so as to have a width to fit the lower end of.

また、押さえ板4は、前記基礎型枠の施工方法の一例で詳述したように、押さえ板4の先端爪部5によって各基礎型枠2下端と基礎型枠受け部3を押えた状態で押さえ板4に穿孔される釘穴6に釘7を差し込んでベースコンクリート層1上にハンマー等によって打ち込み固定するものである。   In addition, the presser plate 4 is in a state where the lower end of each base mold 2 and the base mold receiver 3 are pressed by the tip claw portion 5 of the presser plate 4 as described in detail in the example of the construction method of the base mold. A nail 7 is inserted into a nail hole 6 drilled in the holding plate 4 and is fixed on the base concrete layer 1 by a hammer or the like.

更に、各基礎型枠2の上端に対して、基礎型枠受け部と同様な長さおよび断面形状を有する基礎型枠冠体部12を嵌め入れ、セパレータ8を所定間隔ごとに取り付けることで、基礎型枠2の上下端が基礎型枠受け部3および基礎型枠冠体部12によって直線上に配列され、これにより各基礎型枠2の内面が同一面上に配列されることになり、角鋼管の取り付けが不要となる。   Furthermore, with respect to the upper end of each basic mold 2, a basic mold crown body 12 having the same length and cross-sectional shape as the basic mold receiver is fitted, and the separator 8 is attached at predetermined intervals. The upper and lower ends of the basic formwork 2 are arranged on a straight line by the basic formwork receiving part 3 and the basic formwork crown body part 12, whereby the inner surface of each basic formwork 2 is arranged on the same plane, No need to install a square steel pipe.

また、基礎型枠2の所定間隔ごとにアジャスター付きのサポート11がベースコンクリート層1と基礎型枠2上端との間に設けられるものであり、立ち上げられた基礎型枠2の両側に設置されるサポート11によって立ち上げられる基礎型枠2を支承するとともにアジャスターを調整することでサポート11の長さを調整し、これにより基礎型枠2の上端位置を調整する構成とするものである。   Further, a support 11 with an adjuster is provided between the base concrete layer 1 and the upper end of the foundation mold 2 at every predetermined interval of the foundation mold 2 and is installed on both sides of the foundation mold 2 that has been raised. The base mold 2 raised by the support 11 is supported and the length of the support 11 is adjusted by adjusting the adjuster, thereby adjusting the upper end position of the basic mold 2.

次に図8は、ベースコンクリート層上にセパレート8を組み合わせによることによる基礎型枠の取り付け構造であり、ベースコンクリート層1上に1スパン長さの基礎型枠受け部3の間隔を保持するためにセパレート8を釘等によって固定し、このセパレート8の両側に基礎型枠2の下端幅を有する断面が直角形状に折り曲げ形成される基礎型枠受け部3を嵌め入れ、更に基礎型枠受け部3上に1スパン長さに応じた枚数の基礎型枠2を直線上に配列した後に、基礎型枠2の上端に基礎型枠冠体部12を嵌め入れ、セパレータ8を所定間隔ごとに取り付けることで、基礎型枠2の上下端が基礎型枠受け部3および基礎型枠冠体部12によって直線上に配列され、これにより各基礎型枠2の内面が同一面上に配列されることになり、角鋼管の取り付けが不要となる。   Next, FIG. 8 shows a mounting structure of a base form by combining the separate 8 on the base concrete layer, and in order to maintain the interval of the base form receiving part 3 of 1 span length on the base concrete layer 1. The base 8 is fixed to the base 8 with nails or the like, and a base mold receiving part 3 having a cross-section having a lower end width of the base form 2 bent into a right-angled shape is fitted on both sides of the separate 8. After a number of basic molds 2 corresponding to the length of one span are arranged on a straight line on 3, a basic mold crown body 12 is fitted to the upper end of the basic mold 2, and separators 8 are attached at predetermined intervals. Thus, the upper and lower ends of the basic formwork 2 are arranged on a straight line by the basic formwork receiving part 3 and the basic formwork crown body part 12, and thereby the inner surfaces of the basic formwork 2 are arranged on the same surface. Of the square steel pipe With it is not required.

このようにセパレータ8と基礎型枠受け部3とを組み合わせることにより基礎型枠受け部3の位置決めと間隔保持が容易に行えると共に、使用するセパレータの数も1スパン長さの基礎型枠受け部に対して最小2〜3個でよく、従来のように各基礎型枠に対して1〜2個使用する取り付け構造とは作業性および経済性において優れた効果を得ることが可能となる。   By combining the separator 8 and the basic formwork receiving part 3 as described above, the basic formwork receiving part 3 can be easily positioned and spaced, and the number of separators to be used is also a 1-span basic formwork receiving part. However, it is possible to obtain a superior effect in terms of workability and economy with the conventional mounting structure in which one or two pieces are used for each basic formwork as in the conventional case.

図9および図10は、本発明を適用したベタ基礎一体打ち基礎型枠の施工方法および基礎型枠の取り付け構造の一例を示すものである。
ここで、捨てコンクリート層13上に所定間隔ごとに基礎型枠受けスペーサー14が配置され、この基礎型枠受けスペーサー14上の溝状係留部15内に1スパン長さの基礎型枠受け部3を架設するものである。
FIG. 9 and FIG. 10 show an example of a method for constructing a solid foundation-integrated foundation formwork to which the present invention is applied and an attachment structure of the foundation formwork.
Here, foundation mold receiving spacers 14 are arranged on the discarded concrete layer 13 at predetermined intervals, and the foundation mold receiving part 3 having a length of 1 span is inserted into the groove-shaped anchoring part 15 on the foundation mold receiving spacer 14. Is to be erected.

そして前記基礎型枠受け部3内に1スパン長さに応じた枚数の基礎型枠2の下端を嵌め入れて直線上に配列した後に、基礎型枠2の上端に基礎型枠冠体部12を嵌め入れ、セパレータ8を所定間隔ごとに取り付けることで、基礎型枠2の上下端が基礎型枠受け部3および基礎型枠冠体部12によって直線上に配列され、これにより各基礎型枠2の内面が同一面上に配列されることになり、角鋼管の取り付けが不要となる。   Then, after the bottom ends of the number of base molds 2 corresponding to the length of one span are fitted in the base mold receiver 3 and arranged in a straight line, the base mold crown 12 on the upper end of the base mold 2. And the separators 8 are attached at predetermined intervals, so that the upper and lower ends of the basic mold 2 are arranged in a straight line by the basic mold receiving part 3 and the basic mold crown 12, thereby each basic mold The two inner surfaces are arranged on the same surface, so that it is not necessary to attach a square steel pipe.

このようにして立ち上げられた基礎型枠2内にコンクリートBを打設することによりベタ基礎一体打ちが行えるものである。従ってコンクリートBの養生後には基礎型枠受け部3を取り外すことで容易に基礎型枠2の回収が行えるものである。   Solid foundations can be integrally punched by placing concrete B in the foundation mold 2 that has been started up in this manner. Therefore, after the concrete B is cured, the foundation mold 2 can be easily recovered by removing the foundation mold receiver 3.

ここで、本実施例では片方の基礎型枠を基礎型枠受けスペーサーによって空中上に支持するものであるが、この他に両方の基礎型枠を基礎型枠受けスペーサーによって空中上に支持する場合もあり、基礎型枠受けスペーサーも片方用、あるいは両方用によって種々の機構のものがあり、状況に応じて最も適した機構の基礎型枠受けスペーサーを採用するものである。   Here, in this embodiment, one basic formwork is supported on the air by the basic formwork receiving spacer, but in addition to this, both basic formwork is supported on the air by the basic formwork receiving spacer. There are also various types of basic form receiving spacers for one or both types, and the basic form receiving spacer of the most suitable mechanism is adopted depending on the situation.

また、基礎型枠受け部内に一列上に配列された基礎型枠の上端に基礎型枠冠体部を嵌め入れない場合もあり、この場合には角鋼管を設けることにより同様な効果を得ることができるものである。   In addition, there is a case where the base formwork crown body part may not be fitted into the upper end of the base formwork arranged in a line in the base formwork receiving part. In this case, a similar effect can be obtained by providing a square steel pipe. It is something that can be done.

ここで示す基礎型枠受け部は必ずしも断面が溝形状、あるいは直角形状に折り曲げ形成される必要性は無く、基礎型枠の下端がズレないように固定されるものであればどのような形状のものであっても構わない。   The basic formwork receiving section shown here does not necessarily have to be formed into a groove shape or a right-angled cross section, and any shape can be used as long as it is fixed so that the bottom end of the basic formwork is not displaced. It doesn't matter.

なお、前記した基礎型枠の施工方法および基礎型枠の取り付け構造における基礎型枠受け部および基礎型枠冠体部は必ずしも鋼板により形成される必要性は無く、例えばアルミニウムなどの軽合金や硬質プラスチックなどいかなる素材により形成されるものであっても構わないが、基礎型枠の施工の都度使用し、かつハンマーなどからの衝撃を受けやすいことから耐久性・強度的に優れた鋼板を使用することが好ましい。   In addition, the basic form frame receiving part and the basic form frame crown part in the construction method of the above basic form and the mounting structure of the basic form do not necessarily need to be formed of a steel plate. For example, a light alloy such as aluminum or a hard alloy It can be made of any material such as plastic, but it should be used every time the basic formwork is installed, and steel plates with excellent durability and strength are used because they are susceptible to impact from hammers. It is preferable.

また、前記した基礎型枠の施工方法および基礎型枠の取り付け構造における基礎型枠受け部と基礎型枠下端の固定手段としては必ずしも押さえ板と釘による固定手段である必要性な無く、ハンマー等によって支障なく容易に打ち込むことができるものであれば、例えば予め基礎型枠受け溝部に釘穴が穿孔された突起片を設けて固定する手段であっても構わない。   Further, the fixing method of the foundation mold receiving portion and the bottom of the foundation mold in the foundation mold mounting method and the foundation mold mounting structure described above is not necessarily a fixing means using a holding plate and a nail, such as a hammer. As long as it can be driven easily without any trouble, for example, it may be a means for providing and fixing a projection piece having a nail hole drilled in advance in the basic mold receiving groove portion.

本発明を適用した基礎型枠の施工方法では、基礎型枠受け部内に各基礎型枠の下端を一列状に嵌め込むことで、各基礎型枠の下端が直線上に配列され、その後に基礎型枠受け溝部を定位置で固定することで各基礎型枠の位置ずれがない状態での立ち上げが容易に行うことが可能となる。   In the construction method of the basic formwork to which the present invention is applied, the bottom ends of the respective basic formwork are arranged in a straight line by fitting the lower ends of the respective basic formwork in a line in the basic formwork receiving portion, and then the foundation By fixing the mold frame receiving groove portion at a fixed position, it is possible to easily start up each basic mold frame without any positional deviation.

また、押さえ板によって基礎型枠受け部および基礎型枠の下端をベースコンクリート上面に間接的に固定することで、従来のように基礎型枠の下端を釘によって直接的に固定する手段とは異なり、支障なくハンマーなどによる打ち込みが行えると共に、基礎型枠に損傷を与えることなく取り付け及び取り外しが可能となる。   In addition, by fixing the lower end of the basic formwork receiving part and the basic formwork indirectly to the upper surface of the base concrete with a presser plate, unlike the conventional means for directly fixing the lower end of the basic formwork with nails. It can be driven with a hammer or the like without hindrance, and can be attached and detached without damaging the basic formwork.

また、基礎型枠の上端に基礎型枠冠体部を嵌め込むことで、各基礎型枠の上端が直線上に配列されることになり各基礎型枠の内面が位置ずれのない同一面上に形成される。従って角鋼管を基礎枠体の外側面に設ける必要性が無く、作業効率が非常に良くなる。   In addition, by inserting the base formwork crown into the upper end of the base formwork, the upper end of each base formwork is arranged in a straight line, so that the inner surface of each base formwork is on the same plane with no displacement. Formed. Accordingly, there is no need to provide a square steel pipe on the outer surface of the foundation frame, and the working efficiency is greatly improved.

本発明を適用した基礎型枠の施工方法の一例を説明するための斜視図である。It is a perspective view for demonstrating an example of the construction method of the basic formwork to which this invention is applied. 図1における基礎型枠を立ち上げるための初期段階における側面断面説明図である。It is side surface explanatory drawing in the initial stage for raising the basic formwork in FIG. 本発明を適用した基礎型枠の施工方法における基礎型枠受け部の一例を示す説明図である。It is explanatory drawing which shows an example of the basic formwork receiving part in the construction method of the basic formwork to which this invention is applied. 本発明を適用した基礎型枠の施工方法の最終段階を示す平面説明図である。It is plane explanatory drawing which shows the last step of the construction method of the basic formwork to which this invention is applied. 図4における正面説明図である。It is front explanatory drawing in FIG. 本発明を適用した基礎型枠の取付け構造の一例を説明するための側面断面図である。It is side surface sectional drawing for demonstrating an example of the attachment structure of the basic formwork to which this invention is applied. 本発明を適用した基礎型枠の取り付け構造の他の例を説明するための側面断面図である。It is side surface sectional drawing for demonstrating the other example of the attachment structure of the basic formwork to which this invention is applied. 本発明を適用した基礎型枠の取り付け構造において基礎型枠受け部とセパレータを組み合わせた一例を示す説明図である。It is explanatory drawing which shows an example which combined the basic mold receiving part and the separator in the attachment structure of the basic mold to which this invention is applied. 本発明を適用したベタ基礎一体打ち基礎型枠の取り付け構造の一例を示す断面説明図である。It is sectional explanatory drawing which shows an example of the attachment structure of the solid foundation integrated foundation formwork to which this invention is applied. 図8における正面説明図である。It is front explanatory drawing in FIG. 従来の基礎型枠の施工方法の一例を説明するための側面断面図である。It is side surface sectional drawing for demonstrating an example of the construction method of the conventional foundation formwork. 図8における正面説明図である。It is front explanatory drawing in FIG. 従来の基礎型枠の施工方法の他の例を説明するための側面断面図である。It is side surface sectional drawing for demonstrating the other example of the construction method of the conventional foundation formwork.

符号の説明Explanation of symbols

1 ベースコンクリート層
2 基礎型枠
3 基礎型枠受け部
4 押さえ板
5 先端爪部
6 釘穴
7 釘
8 セパレータ
9 角鋼管
10 フック
11 サポート
12 基礎型枠冠体部
13 捨てコンクリート層
14 基礎型枠受けスペーサー
15 係留部
DESCRIPTION OF SYMBOLS 1 Base concrete layer 2 Foundation mold 3 Foundation mold receiving part 4 Holding plate 5 Tip nail | claw part 6 Nail hole 7 Nail 8 Separator 9 Square steel pipe 10 Hook 11 Support 12 Foundation mold frame crown part 13 Abandoned concrete layer 14 Foundation mold Receiving spacer 15 mooring section

Claims (8)

ベースコンクリート上に所定間隔を設けて立ち上げられる基礎型枠と、基礎型枠の間隔を保持するセパレータを備える基礎型枠の施工方法において、
ベースコンクリート上に1スパン長さの基礎型枠受け部を配置する工程と、
該基礎型枠受け部内に複数の基礎型枠の下端を同列状に配列する工程と、
該基礎型枠受け部と基礎型枠下端とをベースコンクリート上の定位置に仮止めする工程を備える
ことを特徴とする基礎型枠の施工方法。
In the method of constructing a basic formwork provided with a base formwork that is set up on the base concrete with a predetermined interval and a separator that holds the interval of the basic formwork,
Placing a one-span-length foundation mold receiving part on the base concrete;
Arranging the lower ends of a plurality of foundation molds in the same form in the foundation mold receiving part;
A method for constructing a base form, comprising a step of temporarily fixing the base form receiving part and the bottom end of the base form in place on a base concrete.
前記基礎型枠受け部と基礎型枠下端との仮止めが、ベースコンクリート上に釘により固定される押さえ片部によってされる
ことを特徴とする請求項1記載の基礎型枠の施工方法。
The construction method for a foundation mold according to claim 1, wherein the temporary fixing between the foundation mold receiver and the lower end of the foundation mold is performed by a pressing piece fixed on the base concrete with a nail.
前記基礎型枠の上端に1スパン長さの基礎型枠冠体部を嵌入する
ことを特徴とする請求項1または2記載の基礎型枠の施工方法。
The foundation formwork construction method according to claim 1 or 2, wherein a one-span-length foundation form crown part is inserted into an upper end of the foundation formwork.
基礎型枠受けスペーサーによって基礎型枠を空中状に支持して立ち上げるベタ基礎一体打ち基礎型枠の施工方法において、
捨てコンクリート層上に配列する基礎型枠受けスペーサー上に1スパン長さの基礎型枠受け部を配置する工程と、
該基礎型枠受け部内に複数の基礎型枠の下端を同列状に配列する工程を備える
ことを特徴とする基礎型枠の施工方法。
In the construction method of a solid foundation integrally punched foundation formwork that supports the foundation formwork in the air with a foundation formwork receiving spacer,
A step of placing a one-span-length foundation mold receiving part on a foundation mold receiving spacer arranged on the discarded concrete layer;
A method for constructing a basic form, comprising a step of arranging the lower ends of a plurality of basic forms in the same form in the basic form receiving part.
ベースコンクリート上に所定間隔を設けて立ち上げられる基礎型枠と、基礎型枠の上端にその間隔を保持するために設置されるセパレータを備える基礎型枠において、
ベースコンクリート上に、複数の基礎型枠の下端が同列状に配置される1スパン長さの基礎型枠受け部と、
該基礎型枠受け部と基礎型枠下端とがベースコンクリート上の定位置に仮止め可能とされる固定手段を備える
ことを特徴とする基礎型枠の取り付け構造。
In a basic formwork comprising a base formwork set up at a predetermined interval on the base concrete, and a separator installed to hold the interval at the upper end of the base formwork,
On the base concrete, a 1-span-length basic formwork receiving portion in which the lower ends of a plurality of basic formwork are arranged in the same row,
A mounting structure for a base form, characterized in that the base form receiving part and the bottom end of the base form are provided with fixing means that can be temporarily fixed in place on the base concrete.
前記固定手段が、ベースコンクリート上に釘により固定される押さえ片部からなる
ことを特徴とする請求項4記載の基礎型枠の取り付け構造。
The mounting structure for a base form according to claim 4, wherein the fixing means includes a pressing piece fixed on the base concrete by a nail.
前記基礎型枠の上端に1スパン長さの基礎型枠冠体部を嵌入する
ことを特徴とする請求項4または5記載の基礎型枠の取り付け構造。
The base formwork attachment structure according to claim 4 or 5, wherein a base form crown part having a length of 1 span is inserted into an upper end of the base formwork.
基礎型枠を基礎型枠受けスペーサーによって空中状に支持して立ち上げるベタ基礎一体打ち基礎型枠において、
捨てコンクリート層上に配列される基礎型枠受けスペーサー上に配置される1スパン長さの基礎型枠受け部と、
その下端が前記基礎型枠受け部内に同列状に嵌入される複数の基礎型枠を備える
ことを特徴とする基礎型枠の取り付け構造。
In a solid foundation integrated foundation formwork that supports the foundation formwork in the air with a foundation formwork receiving spacer,
A one-span-length basic formwork receiving part arranged on a basic formwork receiving spacer arranged on the discarded concrete layer;
A mounting structure for a basic form, comprising a plurality of basic forms whose lower ends are fitted in the same form in the basic form receiving part.
JP2004056378A 2004-03-01 2004-03-01 Foundation form execution method and foundation form mounting structure Pending JP2005248443A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014196652A (en) * 2013-03-08 2014-10-16 株式会社ひらつか建築 Form holding fitting and integrated mat foundation concrete placing method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6457255U (en) * 1987-09-30 1989-04-10
JPH06136768A (en) * 1992-10-27 1994-05-17 Ask:Kk Construction method for concrete permanent form
JPH1136322A (en) * 1997-07-24 1999-02-09 Shintaku Daiwa House:Kk Form for rise part of foundation and parallel foundation frame method
JP2002295015A (en) * 2001-03-30 2002-10-09 Mitsui Home Co Ltd Fixture for side frame

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6457255U (en) * 1987-09-30 1989-04-10
JPH06136768A (en) * 1992-10-27 1994-05-17 Ask:Kk Construction method for concrete permanent form
JPH1136322A (en) * 1997-07-24 1999-02-09 Shintaku Daiwa House:Kk Form for rise part of foundation and parallel foundation frame method
JP2002295015A (en) * 2001-03-30 2002-10-09 Mitsui Home Co Ltd Fixture for side frame

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014196652A (en) * 2013-03-08 2014-10-16 株式会社ひらつか建築 Form holding fitting and integrated mat foundation concrete placing method

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