JP2010216196A - Anchor bolt installation method for continuous footing, and anchor bolt-tool set - Google Patents

Anchor bolt installation method for continuous footing, and anchor bolt-tool set Download PDF

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JP2010216196A
JP2010216196A JP2009067199A JP2009067199A JP2010216196A JP 2010216196 A JP2010216196 A JP 2010216196A JP 2009067199 A JP2009067199 A JP 2009067199A JP 2009067199 A JP2009067199 A JP 2009067199A JP 2010216196 A JP2010216196 A JP 2010216196A
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anchor bolt
plate
anchor
mold
fixing plate
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Katsuhiro Morikawa
勝浩 森川
Sachi Nakane
佐千 中根
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Daiwa House Industry Co Ltd
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Daiwa House Industry Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an anchor bolt installation method for a continuous footing, and an anchor bolt-tool set that can secure the installation accuracy of anchor bolts. <P>SOLUTION: An anchor bolt assembly 1 connecting the lower parts of a plurality of anchor bolts 2 by a connecting plate 3 is put in a form in the middle of or after reinforcement arrangement. Rising piece parts 7 on both sides of a fixed plate 5 of upward channel shape are temporarily fixed to the inner side faces of the form by screw members 10 inserted through oblong holes 9 of the rising piece parts. The upper ends of the anchor bolts 2 are inserted through the oblong holes 8 in a fixed plate bottom plate part 6 and holes 12 of an upper adjusting plate 11 arranged on the fixed plate 5, and both plates are clamped between upper and lower nuts 13, 14 screwed to the anchor bolts 2. The fixed plate 5 is adjusted in position within a range of the rising piece part oblong holes 9, and the anchor bolts 2 are adjusted in position within a range of bottom plate part oblong holes 8 to property fix the fixed plate 5 to the form 4 and to tighten the anchor bolts 2 with the nuts 13, 14. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

この発明は、型枠内にコンクリートを打設して鉄筋コンクリート造の布基礎を構築するときにアンカーボルトを設置する布基礎のアンカーボルト設置方法、およびその設置方法に用いられるアンカーボルト・治具セットに関する。   The present invention relates to an anchor bolt installation method for a fabric foundation in which anchor bolts are installed when a reinforced concrete fabric foundation is constructed by placing concrete in a formwork, and an anchor bolt and jig set used for the installation method. About.

鉄筋コンクリート造の布基礎を構築するときにアンカーボルトを設置する方法として、アンカーボルトが挿通される孔を有する合板を用意し、アンカーボルトにねじ込まれた上下のナットで前記合板を挟み込み、この合板を布基礎の立ち上がり型枠の天端に架け渡すことで、合板を介してアンカーボルトを型枠内に吊り下げ状態に位置決めする方法が一般的に行なわれている(例えば特許文献1,2)。すなわち、この方法では、型枠の精度に依存してアンカーボルトの位置決めが行なわれる。また、前記立ち上がり型枠としてメタルフォームを使用する場合には、前記合板に代えて鋼製の定規を用意し、この鋼製定規でアンカーボルトを吊り下げ状態に位置決めする。   As a method of installing anchor bolts when constructing a reinforced concrete fabric foundation, prepare a plywood with holes through which the anchor bolts are inserted, and sandwich the plywood with upper and lower nuts screwed into the anchor bolts. In general, a method of positioning an anchor bolt in a suspended state in a mold frame via a plywood by spanning it to the top end of the rising mold frame of the fabric foundation (for example, Patent Documents 1 and 2). That is, in this method, the anchor bolt is positioned depending on the accuracy of the formwork. When a metal foam is used as the rising form frame, a steel ruler is prepared in place of the plywood, and the anchor bolt is positioned in a suspended state with the steel ruler.

特開平5−287754号公報JP-A-5-287754 特許第3699548号公報Japanese Patent No. 3699548

しかし、上記した従来方法は、アンカーボルトが比較的軽微なもの(主柱以外で12mm以下の細径の場合等)であれば施工できるが、アンカーボルトの径が16mm以上であったり主柱などの場合には、十分な設置精度を確保できるとは言い難い。   However, the above-mentioned conventional method can be applied if the anchor bolt is relatively light (in the case of a small diameter of 12 mm or less other than the main pillar), but the anchor bolt diameter is 16 mm or more, the main pillar, etc. In this case, it is difficult to say that sufficient installation accuracy can be secured.

また、アンカーボルトと取り合う部材が、外壁フレームと柱を一体化したパネル部材の場合には、そのパネル部材の左右の柱脚ベースプレート孔とアンカーボルトが一致しないと建方ができなくなる。   In addition, when the member that engages with the anchor bolt is a panel member in which the outer wall frame and the column are integrated, if the left and right column base hole of the panel member and the anchor bolt do not coincide with each other, the construction cannot be performed.

プレハブ住宅等における布基礎の立ち上がり型枠としてメタルフォームを使用する場合には、これらの問題を解決できるが、一般建築系の物件ではメタルフォームの使用は一般的でなく、メタルフォームの使用により型枠コストの増大が懸念される。   These problems can be solved when using metal foam as a rising formwork for fabric foundations in prefabricated houses, etc., but metal foam is not commonly used in general construction properties. There is concern about an increase in frame costs.

この発明の目的は、木製型枠を用いた場合でも、型枠の建て込み精度に依存することなく、アンカーボルトの設置精度を確保できる布基礎のアンカーボルト設置方法、およびその設置方法に用いられるアンカーボルト・治具セットを提供することである。   The object of the present invention is to be used for a cloth foundation anchor bolt installation method and its installation method capable of ensuring the installation accuracy of the anchor bolt without depending on the accuracy of erection of the mold even when a wooden formwork is used. It is to provide anchor bolt and jig set.

この発明の布基礎のアンカーボルト設置方法は、型枠内にコンクリートを打設して鉄筋コンクリート造の布基礎を構築するときにアンカーボルトを設置する方法であって、立ち姿勢の複数本のアンカーボルトを下部で連結板により互いに結合したアンカーボルト組立体を組立てる過程と、このアンカーボルト組立体の各アンカーボルトの上部が挿通される孔を有する上部調整プレートを準備する過程と、前記型枠の対向する内側面に両側の立ち片部が接する幅の上向き溝形に形成されて両側の立ち片部に横方向に延びるビス止め用の長孔を有しかつ底板部に溝幅方向に延びるアンカーボルト挿通用の長孔を有する固定プレートを準備する過程と、配筋途中または配筋後に前記型枠内に前記アンカーボルト組立体を入れる過程と、前記固定プレートを目標のアンカー芯に合わせて前記型枠の内部に配置し前記ビス止め用の長孔に挿通されたねじ部材により両側の立ち片部を前記型枠の対向する内側面に仮固定する過程と、前記型枠内のアンカーボルト組立体を持ち上げて各アンカーボルトの上端を前記固定プレートのアンカーボルト挿通用の長孔に挿通すると共に前記固定プレートの上方で前記上部調整プレートの孔に各アンカーボルトを挿通し固定プレートと上部調整プレートとを前記アンカーボルトにねじ込まれた上下のナット間で挟み込む過程と、前記固定プレートを前記ビス止め用の長孔の範囲で位置調整しかつ前記アンカーボルトの位置を前記アンカーボルト挿通用の長孔の範囲で位置調整し前記固定プレートの前記型枠への本固定および前記上下のナットによる前記アンカーボルトの締め付けを行う過程と、前記型枠内にコンクリートを打設する過程とを含む。
この布基礎のアンカーボルト設置方法によると、型枠の内側面に仮固定した固定プレートの位置を、その立て片部のビス止め用の長孔の範囲で水平方向に位置調整し、かつアンカーボルトの位置を、固定プレートの底板部のアンカーボルト挿通用の長孔の範囲で水平方向に位置調整して、型枠内の所定位置にアンカーボルトを位置決めする。そのため、型枠として木製のものを用いた場合でも、型枠自体の寸法や建て込み精度に依存することなく、アンカーボルトの設置精度を確保することができる。
An anchor bolt installation method for a fabric foundation according to the present invention is a method for installing an anchor bolt when a concrete foundation is constructed by placing concrete in a formwork, and a plurality of anchor bolts in a standing posture. A process of assembling an anchor bolt assembly in which the anchor bolts are coupled to each other by a connecting plate at a lower part, a process of preparing an upper adjustment plate having a hole through which an upper part of each anchor bolt of the anchor bolt assembly is inserted, and an opposite of the mold Anchor bolts that are formed in an upward groove shape with widths in contact with the standing piece portions on both sides on the inner side surface, have a screw-fixing elongated hole extending laterally on the standing piece portions on both sides, and extend in the groove width direction on the bottom plate portion A step of preparing a fixing plate having a long hole for insertion, a step of inserting the anchor bolt assembly into the mold during or after bar arrangement, and the fixing plate A process of temporarily fixing the standing piece portions on both sides to the opposing inner side surfaces of the mold by means of screw members inserted into the screw-fixing long holes and arranged inside the mold to match the target anchor core The anchor bolt assembly in the mold is lifted and the upper ends of the anchor bolts are inserted into the anchor bolt insertion elongated holes of the fixing plate, and the anchors are inserted into the holes of the upper adjustment plate above the fixing plate. A process of inserting a bolt and fixing the fixing plate and the upper adjustment plate between upper and lower nuts screwed into the anchor bolt, adjusting the position of the fixing plate in the range of the screw fixing long hole, and fixing the anchor bolt The position is adjusted within the range of the long hole for inserting the anchor bolt, and the fixing plate is fixed to the formwork and the unscrewed by the upper and lower nuts. Comprising the steps of performing a tightening of Boruto, and the process of pouring concrete into the mold within.
According to the anchor bolt installation method of this fabric foundation, the position of the fixing plate temporarily fixed to the inner surface of the formwork is adjusted in the horizontal direction within the range of the long hole for screwing the standing piece, and the anchor bolt Is adjusted in the horizontal direction within the range of the long hole for anchor bolt insertion in the bottom plate portion of the fixed plate, and the anchor bolt is positioned at a predetermined position in the mold. Therefore, even when a wooden material is used as the mold, the installation accuracy of the anchor bolt can be ensured without depending on the dimensions of the mold itself and the accuracy of installation.

この発明のアンカーボルト・治具セットは、型枠内にコンクリートを打設して鉄筋コンクリート造の布基礎を構築する過程で設置するアンカーボルト・治具セットであって、立ち姿勢の複数本のアンカーボルトを下部で連結板により互いに結合してなるアンカーボルト組立体と、前記型枠の対向する内側面に両側の立ち片部が接する幅の上向き溝形に形成されて両側の立ち片部に横方向に延びるビス止め用の長孔を有しかつ底板部に溝幅方向に延びるアンカーボルト挿通用の長孔を有する固定プレートと、前記アンカーボルト組立体の各アンカーボルトの上部が挿通される孔を有し前記固定プレート上に配置される上部調整プレートと、各アンカーボルトにねじ込まれ前記固定プレートと前記上部調整プレートを重なり状態で挟み付ける上下のナットとを備える。
このアンカーボルト・治具セットによると、この発明の前記布基礎のアンカーボルト設置方法に適用することで、木製型枠を用いた場合でも、型枠自体の寸法や建て込み精度に依存することなく、アンカーボルトの設置精度を確保できる。
The anchor bolt / jig set of the present invention is an anchor bolt / jig set installed in the process of constructing a reinforced concrete cloth foundation by placing concrete in a formwork, and has a plurality of standing anchors. An anchor bolt assembly in which the bolts are connected to each other by a connecting plate at the bottom, and an upward groove shape in which the standing pieces on both sides are in contact with the opposing inner surface of the formwork, and is formed horizontally on the standing pieces on both sides. A fixed plate having a long hole for screwing extending in the direction and a long hole for inserting an anchor bolt extending in the groove width direction in the bottom plate portion, and a hole through which an upper portion of each anchor bolt of the anchor bolt assembly is inserted An upper adjustment plate disposed on the fixed plate, and upper and lower screwed into each anchor bolt and sandwiching the fixed plate and the upper adjustment plate in an overlapping state And a nut.
According to this anchor bolt and jig set, even when using a wooden formwork, it is not dependent on the dimensions of the formwork itself or the accuracy of erection by applying the anchor bolt installation method of the cloth foundation of the present invention. The installation accuracy of the anchor bolt can be ensured.

この発明の布基礎のアンカボール設置方法は、型枠内にコンクリートを打設して鉄筋コンクリート造の布基礎を構築するときにアンカーボルトを設置する方法であって、立ち姿勢の複数本のアンカーボルトを下部で連結板により互いに結合したアンカーボルト組立体を組立てる過程と、このアンカーボルト組立体の各アンカーボルトの上部が挿通される孔を有する上部調整プレートを準備する過程と、前記型枠の対向する内側面に両側の立ち片部が接する幅の上向き溝形に形成されて両側の立ち片部に横方向に延びるビス止め用の長孔を有しかつ底板部に溝幅方向に延びるアンカーボルト挿通用の長孔を有する固定プレートを準備する過程と、配筋途中または配筋後に前記型枠内に前記アンカーボルト組立体を入れる過程と、前記固定プレートを目標のアンカー芯に合わせて前記型枠の内部に配置し前記ビス止め用の長孔に挿通されたねじ部材により両側の立ち片部を前記型枠の対向する内側面に仮固定する過程と、前記型枠内のアンカーボルト組立体を持ち上げて各アンカーボルトの上端を前記固定プレートのアンカーボルト挿通用の長孔に挿通すると共に前記固定プレートの上方で前記上部調整プレートの孔に各アンカーボルトを挿通し固定プレートと上部調整プレートとを前記アンカーボルトにねじ込まれた上下のナット間で挟み込む過程と、前記固定プレートを前記ビス止め用の長孔の範囲で位置調整しかつ前記アンカーボルトの位置を前記アンカーボルト挿通用の長孔の範囲で位置調整し前記固定プレートの前記型枠への本固定および前記上下のナットによる前記アンカーボルトの締め付けを行う過程と、前記型枠内にコンクリートを打設する過程とを含む方法としたため、木製型枠を用いた場合でも、型枠自体の寸法や建て込み精度に依存することなく、アンカーボルトの設置精度を確保できる。
この発明のアンカーボルト・治具セットは、型枠内にコンクリートを打設して鉄筋コンクリート造の布基礎を構築する過程で設置するアンカーボルト・治具セットであって、立ち姿勢の複数本のアンカーボルトを下部で連結板により互いに結合してなるアンカーボルト組立体と、前記型枠の対向する内側面に両側の立ち片部が接する幅の上向き溝形に形成されて両側の立ち片部に横方向に延びるビス止め用の長孔を有しかつ底板部に溝幅方向に延びるアンカーボルト挿通用の長孔を有する固定プレートと、前記アンカーボルト組立体の各アンカーボルトの上部が挿通される孔を有し前記固定プレート上に配置される上部調整プレートと、各アンカーボルトにねじ込まれ前記固定プレートと前記上部調整プレートを重なり状態で挟み付ける上下のナットとを備えるものとしたため、この発明の布基礎のアンカーボルト設置方法に適用することで、木製型枠を用いた場合でも、型枠自体の寸法や建て込み精度に依存することなく、アンカーボルトの設置精度を確保できる。
An anchor ball installation method for a fabric foundation according to the present invention is a method for installing an anchor bolt when a concrete foundation is constructed by placing concrete in a formwork, and a plurality of anchor bolts in a standing posture. A process of assembling an anchor bolt assembly in which the anchor bolts are coupled to each other by a connecting plate at a lower part, a process of preparing an upper adjustment plate having a hole through which an upper part of each anchor bolt of the anchor bolt assembly is inserted, and an opposite of the mold Anchor bolts that are formed in an upward groove shape with widths in contact with the standing piece portions on both sides on the inner side surface, have a screw-fixing elongated hole extending laterally on the standing piece portions on both sides, and extend in the groove width direction on the bottom plate portion A process of preparing a fixing plate having a long hole for insertion, a process of inserting the anchor bolt assembly into the mold during or after bar arrangement, and the fixing plate In the interior of the mold to match the target anchor core, and temporarily fixing the standing pieces on both sides to the opposing inner surface of the mold by a screw member inserted through the slotted screw holes; and The anchor bolt assembly in the mold is lifted, and the upper end of each anchor bolt is inserted into the long hole for inserting the anchor bolt in the fixing plate, and the anchor bolt is inserted into the hole of the upper adjustment plate above the fixing plate. Inserting the fixing plate and the upper adjusting plate between the upper and lower nuts screwed into the anchor bolt, adjusting the position of the fixing plate in the range of the screw-fixing long hole, and the position of the anchor bolt Adjusting the position of the anchor bolt in the range of the long hole for inserting the anchor bolt, fixing the fixing plate to the mold and fixing the anchor with the upper and lower nuts. Because it was a method including the process of tightening bolts and the process of placing concrete in the mold, even when using a wooden mold, it does not depend on the dimensions and accuracy of the mold itself, The installation accuracy of the anchor bolt can be secured.
The anchor bolt / jig set of the present invention is an anchor bolt / jig set installed in the process of constructing a reinforced concrete cloth foundation by placing concrete in a formwork, and has a plurality of standing anchors. An anchor bolt assembly in which the bolts are connected to each other by a connecting plate at the bottom, and an upward groove shape in which the standing pieces on both sides are in contact with the opposing inner surface of the formwork, and is formed horizontally on the standing pieces on both sides. A fixed plate having a long hole for screwing extending in the direction and a long hole for inserting an anchor bolt extending in the groove width direction in the bottom plate portion, and a hole through which an upper portion of each anchor bolt of the anchor bolt assembly is inserted An upper adjustment plate disposed on the fixed plate, and upper and lower screwed into each anchor bolt and sandwiching the fixed plate and the upper adjustment plate in an overlapping state Since it is provided with a nut, it can be applied to the method for installing anchor bolts of the fabric foundation of the present invention, and even when using a wooden formwork, the anchor bolt does not depend on the dimensions of the formwork itself or the accuracy of installation. Installation accuracy can be secured.

この発明の布基礎のアンカーボルト設置方法の一実施形態に用いられるアンカーボルト組立体の斜視図である。It is a perspective view of the anchor bolt assembly used for one Embodiment of the anchor bolt installation method of the fabric foundation of this invention. 同アンカーボルト組立体を型枠内に入れる過程の説明図である。It is explanatory drawing of the process in which the anchor bolt assembly is put in a formwork. この布基礎のアンカーボルト設置方法に用いられる固定プレートの斜視図である。It is a perspective view of the fixed plate used for this anchor bolt installation method of a cloth foundation. 同固定プレートを型枠内に配置する過程の説明図である。It is explanatory drawing of the process which arranges the fixed plate in a formwork. この布基礎のアンカーボルト設置方法に用いられる上部調整プレートの斜視図である。It is a perspective view of the upper adjustment plate used for this anchor bolt installation method of a cloth foundation. 同上部調整プレートを前記固定プレートの上に配置する過程の説明図である。It is explanatory drawing of the process which arrange | positions the same upper adjustment plate on the said fixed plate. アンカーボルト位置調整の最終過程の説明図である。It is explanatory drawing of the last process of anchor bolt position adjustment.

この発明の一実施形態を図1ないし図7と共に説明する。この布基礎のアンカーボルト設置方法は、型枠内にコンクリートを打設して鉄筋コンクリート造の布基礎を構築するときに、アンカーボルトを設置する方法である。このアンカーボルト設置方法では、先ず、図1に示すアンカーボルト組立体1を組み立てる。このアンカーボルト組立体1は、立ち姿勢の複数本(ここでは2本)のアンカーボルト2を、下部で連結板3により互いに結合したものである。各アンカーボルト2の下端には、定着板18が取付けられる。アンカーボルト2は、上下端に雄ねじ部2a,2bを有する両切りのボルトであり、連結板3への結合は、下端の雄ねじ部2aに螺合させた上下2個のナット17間で連結板3を定着板18と共に挟み込むことにより行う。   An embodiment of the present invention will be described with reference to FIGS. This method of installing anchor bolts on a fabric foundation is a method of installing anchor bolts when a concrete foundation is constructed by placing concrete in a formwork. In this anchor bolt installation method, first, the anchor bolt assembly 1 shown in FIG. 1 is assembled. In this anchor bolt assembly 1, a plurality of (in this case, two) anchor bolts 2 in a standing posture are coupled to each other by a connecting plate 3 at the bottom. A fixing plate 18 is attached to the lower end of each anchor bolt 2. The anchor bolt 2 is a double-cut bolt having male screw portions 2a and 2b at the upper and lower ends, and is connected to the connecting plate 3 between the upper and lower two nuts 17 screwed to the male screw portion 2a at the lower end. Is carried out together with the fixing plate 18.

次に、このアンカーボルト組立体1を、配筋途中または配筋後に、図2のように布基礎の対向配置した両型枠4,4で挟まれる型枠内部空間に入れる。型枠4は、例えばコンパネ等と呼ばれる合板4aと上下端の桟木4bとからなる。   Next, the anchor bolt assembly 1 is placed in the mold interior space sandwiched between the molds 4 and 4 arranged opposite to each other as shown in FIG. The mold 4 is composed of, for example, a plywood 4a called a control panel and upper and lower piers 4b.

次に、図3に示す固定プレート5を準備する。この固定プレート5は、底板部6と、その両側に有する立ち片部7とでなる上向き溝形で、両側の立ち片部7が前記両型枠4,4の対向する内側面に接する幅に形成されている。底板部6には、溝幅方向に延びるアンカーボルト挿通用の複数の長孔8が、アンカーボルト2の数および配置間隔に対応させて形成されている。また、両側の立ち片部7には、横方向に延びるビス止め用の長孔9がそれぞれ形成されている。この長孔9は、立ち片部7を型枠4の内側面に仮固定するのに用いられる。この長孔9とは別に、両側の立ち片部7には、さらに立ち片部7を型枠7の内側面に本固定するためのビス止め用の孔10がそれぞれ形成されている。   Next, the fixing plate 5 shown in FIG. 3 is prepared. The fixed plate 5 has an upward groove shape composed of a bottom plate portion 6 and standing piece portions 7 provided on both sides thereof, and the width of the standing piece portions 7 on both sides is in contact with the opposed inner side surfaces of the two mold frames 4 and 4. Is formed. A plurality of elongated holes 8 for inserting anchor bolts extending in the groove width direction are formed in the bottom plate portion 6 in correspondence with the number and arrangement intervals of the anchor bolts 2. In addition, the standing piece portions 7 on both sides are respectively formed with long holes 9 for screwing extending in the lateral direction. The long hole 9 is used to temporarily fix the standing piece 7 to the inner surface of the mold 4. Apart from the long holes 9, screwing holes 10 for fixing the standing pieces 7 to the inner surface of the mold 7 are formed in the standing pieces 7 on both sides.

この固定プレート5は、図4のように、目標のアンカー芯L1,L2(仮想の芯)に合わせて前記両型枠4,4で挟まれる型枠内部空間に配置し、その両側の立ち片部7のビス止め用の長孔9にビスなどのねじ部材10を挿通し、このねじ部材11により両立ち片部7を両型枠4の対向する内側面に仮固定する。   As shown in FIG. 4, this fixed plate 5 is arranged in a mold interior space sandwiched between the molds 4 and 4 in accordance with target anchor cores L1 and L2 (virtual cores), and standing pieces on both sides thereof. A screw member 10 such as a screw is inserted into the long hole 9 for screwing the portion 7, and the both standing piece portions 7 are temporarily fixed to the opposing inner side surfaces of the two mold frames 4 by the screw member 11.

次に、図5に斜視図で示す上部調整プレート12を準備し、これを図6のように前記固定プレート5の上に配置する。上部調整プレート12は、アンカーボルト組立体1の各アンカーボルト2の上部が挿通される複数の孔13が、アンカーボルト2の数および配置間隔に対応させて形成されている。   Next, an upper adjustment plate 12 shown in a perspective view in FIG. 5 is prepared, and this is arranged on the fixed plate 5 as shown in FIG. The upper adjustment plate 12 is formed with a plurality of holes 13 through which the upper portions of the anchor bolts 2 of the anchor bolt assembly 1 are inserted corresponding to the number and arrangement interval of the anchor bolts 2.

次に、図7のように、前記両型枠4,4で挟まれる型枠内のアンカーボルト組立体1を持ち上げて、各アンカーボルト2の上端を固定プレート5の対応するアンカーボルト挿通用の長孔8に挿通すると共に、固定プレート5の上方で上部調整プレート12の対応する孔13にも挿通し、固定プレート5と上部調整プレート12とをアンカーボルト2にねじ込まれた上下のナット14,15(図6)で挟み込む。この段階では、ナット14,15の締め付けは行なわない。   Next, as shown in FIG. 7, the anchor bolt assembly 1 in the mold sandwiched between the two molds 4, 4 is lifted, and the upper end of each anchor bolt 2 is inserted into the corresponding anchor bolt of the fixing plate 5. The upper and lower nuts 14 are inserted through the long holes 8 and into the corresponding holes 13 of the upper adjustment plate 12 above the fixing plate 5, and the fixing plate 5 and the upper adjustment plate 12 are screwed into the anchor bolt 2. 15 (FIG. 6). At this stage, the nuts 14 and 15 are not tightened.

次に、固定プレート5をそのビス止め用の長孔9の範囲で位置調整し、かつアンカーボルト2の位置を固定プレート5のアンカーボルト挿通用の長孔8(図6)の範囲で位置調整する。このように位置調整してから、固定プレート5の両側の立ち片部7を、その立ち片部7のビス止め用の孔10に挿通されたビスなどのねじ部材16により両型枠4,4の対向する内側面に本固定する。また、固定プレート5と上部調整プレート12とを挟む上下のナット14,15によるアンカーボルト2の締め付けを行う。これにより、アンカーボルト2の位置が調整されて位置決めされる。このようにして、アンカーボルト2を設置した後で、両型枠4,4で挟まれる型枠内にコンクリートを打設する。   Next, the position of the fixing plate 5 is adjusted within the range of the long hole 9 for fixing the screw, and the position of the anchor bolt 2 is adjusted within the range of the long hole 8 for inserting the anchor bolt of the fixing plate 5 (FIG. 6). To do. After the position is adjusted in this way, both the mold frames 4, 4 are fixed to the standing piece portions 7 on both sides of the fixed plate 5 by screw members 16 such as screws inserted into the screw-fastening holes 10 of the standing piece portion 7. This is fixed to the opposite inner surface of the. Further, the anchor bolt 2 is tightened by the upper and lower nuts 14 and 15 sandwiching the fixing plate 5 and the upper adjustment plate 12. Thereby, the position of the anchor bolt 2 is adjusted and positioned. In this way, after the anchor bolt 2 is installed, the concrete is placed in the mold sandwiched between the two molds 4 and 4.

このように、この布基礎のアンカーボルト設置方法では、型枠4の内側面に仮固定した固定プレート5の位置を、その立て片部7のビス止め用の長孔9の範囲で水平方向に位置調整し、かつアンカーボルト2の位置を、固定プレート5の底板部6のアンカーボルト挿通用の長孔8の範囲で水平方向に位置調整することにより、型枠内の所定位置にアンカーボルト2を位置決めする。そのため、型枠4として木製のものを用いた場合でも、型枠4の寸法や建て込み精度に依存することなく、アンカーボルト2の設置精度を確保することができる。   As described above, in the anchor bolt installation method for the fabric foundation, the position of the fixing plate 5 temporarily fixed to the inner surface of the mold 4 is set in the horizontal direction within the range of the long holes 9 for screwing the standing piece 7. The position of the anchor bolt 2 is adjusted, and the position of the anchor bolt 2 is adjusted in the horizontal direction within the range of the long hole 8 for inserting the anchor bolt in the bottom plate portion 6 of the fixing plate 5. Positioning. Therefore, even when a wooden one is used as the mold 4, it is possible to ensure the installation accuracy of the anchor bolt 2 without depending on the dimensions and erection accuracy of the mold 4.

また、このようにアンカーボルト2の設置精度が向上することにより、現場建方工数を削減できる。例えば、外壁フレームと柱を一体とした外壁パネルを布基礎の上に配置して、その外壁パネルを布基礎の前記アンカーボルト2で固定する場合にも、アンカーボルト2を外壁パネルの左右の柱脚ベースプレートのアンカーボルト穴に確実に整合させることができる。このため、外壁パネルをリユースする環境対応型店舗の布基礎にこのアンカーボルト設置方法を適用した場合、アンカーボルトとアンカーボルト穴が整合しないときに現場で行うアンカーボルト穴の拡張や座金溶接などの現場作業が不要となり、リユースに伴う障害を排除できる。   In addition, by improving the installation accuracy of the anchor bolt 2 in this way, the number of on-site man-hours can be reduced. For example, when an outer wall panel in which an outer wall frame and a pillar are integrated is arranged on a cloth foundation and the outer wall panel is fixed by the anchor bolt 2 of the cloth foundation, the anchor bolt 2 is fixed to the left and right pillars of the outer wall panel. It can be reliably aligned with the anchor bolt hole of the leg base plate. For this reason, when this anchor bolt installation method is applied to the fabric foundation of an environment-friendly store that reuses the outer wall panel, the anchor bolt hole expansion or washer welding performed when the anchor bolt does not align with the anchor bolt hole Field work is not necessary, and obstacles associated with reuse can be eliminated.

1…アンカーボルト組立体
2…アンカーボルト
3…連結板
4…型枠
5…固定プレート
6…底板部
7…立ち板部
8…アンカーボルト挿通用の長孔
9…ビス止め用の長孔
11…ねじ部材
12…上部調整プレート
13…上部調整プレートの孔
14,15…ナット
L1,L2…アンカー芯
DESCRIPTION OF SYMBOLS 1 ... Anchor bolt assembly 2 ... Anchor bolt 3 ... Connecting plate 4 ... Formwork 5 ... Fixing plate 6 ... Bottom plate part 7 ... Standing plate part 8 ... Long hole 9 for anchor bolt insertion ... Long hole 11 for screw fixing ... Screw member 12 ... Upper adjustment plate 13 ... Upper adjustment plate holes 14, 15 ... Nuts L1, L2 ... Anchor core

Claims (2)

型枠内にコンクリートを打設して鉄筋コンクリート造の布基礎を構築するときにアンカーボルトを設置する方法であって、
立ち姿勢の複数本のアンカーボルトを下部で連結板により互いに結合したアンカーボルト組立体を組立てる過程と、
このアンカーボルト組立体の各アンカーボルトの上部が挿通される孔を有する上部調整プレートを準備する過程と、
前記型枠の対向する内側面に両側の立ち片部が接する幅の上向き溝形に形成されて両側の立ち片部に横方向に延びるビス止め用の長孔を有しかつ底板部に溝幅方向に延びるアンカーボルト挿通用の長孔を有する固定プレートを準備する過程と、
配筋途中または配筋後に前記型枠内に前記アンカーボルト組立体を入れる過程と、
前記固定プレートを目標のアンカー芯に合わせて前記型枠の内部に配置し前記ビス止め用の長孔に挿通されたねじ部材により両側の立ち片部を前記型枠の対向する内側面に仮固定する過程と、
前記型枠内のアンカーボルト組立体を持ち上げて各アンカーボルトの上端を前記固定プレートのアンカーボルト挿通用の長孔に挿通すると共に前記固定プレートの上方で前記上部調整プレートの孔に各アンカーボルトを挿通し固定プレートと上部調整プレートとを前記アンカーボルトにねじ込まれた上下のナット間で挟み込む過程と、
前記固定プレートを前記ビス止め用の長孔の範囲で位置調整しかつ前記アンカーボルトの位置を前記アンカーボルト挿通用の長孔の範囲で位置調整し前記固定プレートの型枠への本固定および前記上下のナットによる前記アンカーボルトの締め付けを行う過程と、
前記型枠内にコンクリートを打設する過程とを含む、
鉄筋コンクリート造布基礎のアンカーボルト設置方法。
A method of installing anchor bolts when constructing a reinforced concrete fabric foundation by placing concrete in a formwork,
A process of assembling an anchor bolt assembly in which a plurality of anchor bolts in a standing posture are coupled together by a connecting plate at the bottom;
Preparing an upper adjustment plate having a hole through which the upper part of each anchor bolt of the anchor bolt assembly is inserted;
Formed in an upward-groove shape with a width in which the standing pieces on both sides are in contact with the opposing inner side surfaces of the mold, and has a slotted screw hole extending laterally on the standing pieces on both sides, and a groove width on the bottom plate Preparing a fixing plate having a long hole for anchor bolt insertion extending in a direction;
Placing the anchor bolt assembly in the mold during or after bar arrangement;
The fixing plate is placed inside the mold so as to match the target anchor core, and the standing pieces on both sides are temporarily fixed to the opposing inner side surfaces of the mold by screw members inserted into the long holes for screwing. The process of
The anchor bolt assembly in the mold is lifted so that the upper end of each anchor bolt is inserted into the anchor bolt insertion long hole of the fixing plate, and the anchor bolt is inserted into the hole of the upper adjustment plate above the fixing plate. The process of sandwiching the insertion fixing plate and the upper adjustment plate between the upper and lower nuts screwed into the anchor bolt,
The fixing plate is positioned within the range of the screw fixing long hole, and the position of the anchor bolt is adjusted within the range of the anchor bolt insertion long hole, and the fixing plate is fixed to the mold frame and the fixing plate is fixed. Tightening the anchor bolt with upper and lower nuts;
Including placing concrete in the mold,
Anchor bolt installation method for reinforced concrete fabric foundation.
型枠内にコンクリートを打設して鉄筋コンクリート造の布基礎を構築する過程で設置するアンカーボルト・治具セットであって、
立ち姿勢の複数本のアンカーボルトを下部で連結板により互いに結合してなるアンカーボルト組立体と、
前記型枠の対向する内側面に両側の立ち片部が接する幅の上向き溝形に形成されて両側の立ち片部に横方向に延びるビス止め用の長孔を有しかつ底板部に溝幅方向に延びるアンカーボルト挿通用の長孔を有する固定プレートと、
前記アンカーボルト組立体の各アンカーボルトの上部が挿通される孔を有し前記固定プレート上に配置される上部調整プレートと、
各アンカーボルトにねじ込まれ前記固定プレートと前記上部調整プレートを重なり状態で挟み付ける上下のナットと、
を備えたアンカーボルト・治具セット。
An anchor bolt and jig set installed in the process of constructing a reinforced concrete fabric foundation by placing concrete in the mold,
An anchor bolt assembly in which a plurality of anchor bolts in a standing posture are coupled to each other by a connecting plate at the bottom;
Formed in an upward-groove shape with a width in which the standing pieces on both sides are in contact with the opposing inner side surfaces of the mold, and has a slotted screw hole extending laterally on the standing pieces on both sides, and a groove width on the bottom plate A fixing plate having an elongated hole for inserting an anchor bolt extending in the direction;
An upper adjustment plate disposed on the fixed plate having a hole through which an upper portion of each anchor bolt of the anchor bolt assembly is inserted;
Upper and lower nuts screwed into each anchor bolt and sandwiching the fixed plate and the upper adjustment plate in an overlapping state,
Anchor bolt and jig set with
JP2009067199A 2009-03-19 2009-03-19 Anchor bolt installation method for continuous footing, and anchor bolt-tool set Pending JP2010216196A (en)

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Publication Number Publication Date
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017066617A (en) * 2015-09-28 2017-04-06 大和ハウス工業株式会社 Construction method of concrete foundation top end and top end form
KR101909178B1 (en) * 2016-09-07 2018-10-17 디엔아이엔지니어링(주) An anchor bolts for mounting bracket
JP2020165097A (en) * 2019-03-28 2020-10-08 大和ハウス工業株式会社 Anchor bolt construction jig and foundation formwork structure

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017066617A (en) * 2015-09-28 2017-04-06 大和ハウス工業株式会社 Construction method of concrete foundation top end and top end form
WO2017056602A1 (en) * 2015-09-28 2017-04-06 大和ハウス工業株式会社 Method for constructing concrete foundation top end, and top end form
KR101909178B1 (en) * 2016-09-07 2018-10-17 디엔아이엔지니어링(주) An anchor bolts for mounting bracket
JP2020165097A (en) * 2019-03-28 2020-10-08 大和ハウス工業株式会社 Anchor bolt construction jig and foundation formwork structure
JP7341420B2 (en) 2019-03-28 2023-09-11 大和ハウス工業株式会社 Anchor bolt construction jig and foundation formwork structure

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