JP2008240243A - Mounting method for spandrel wall made of precast concrete - Google Patents

Mounting method for spandrel wall made of precast concrete Download PDF

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JP2008240243A
JP2008240243A JP2007077787A JP2007077787A JP2008240243A JP 2008240243 A JP2008240243 A JP 2008240243A JP 2007077787 A JP2007077787 A JP 2007077787A JP 2007077787 A JP2007077787 A JP 2007077787A JP 2008240243 A JP2008240243 A JP 2008240243A
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pca
waist wall
bolt
precast
hook
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JP4884269B2 (en
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Kazuo Takase
一雄 高瀬
Tsuguji Nozaki
嗣示 野▲崎▼
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Toyota T&S Construction Co Ltd
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Toyota T&S Construction Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To enable a precast spandrel wall for being mounted between supports to be mounted by only operations from the indoor side. <P>SOLUTION: A fitting groove 4 is formed in the direction of the arrangement of the supports 1 in such a manner as to be positioned on the top surface of the foundation 3 and on the outside of the support 1. A fitting protrusion 6 for being fitted into the fitting groove 4 is formed at the lower end of the precast spandrel wall 5. A hook 8 is protrusively provided on the lower inside surface of the precast spandrel wall 5. On the outside of the support 1, precast spandrel wall 5 is erected by fitting the fitting protrusion 6 of the precast spandrel wall 5 into the fitting groove 4, and an upper section of the precast spandrel wall 5 is temporarily held on the support by a bolt joining means. Subsequently, a crowbar 20 is hooked on the hook 8 of the precast spandrel wall 5, so that the positioning of the precast spandrel wall 5 can be performed by means of the crowbar 20. After the positioning of the precast spandrel wall 5, the bolt joining means for the upper section of the precast spandrel wall 5 is finally tightened so that the precast spandrel wall can be mounted on the support 1. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、プレキャストコンクリート製の腰壁の取付け方法に関する。   The present invention relates to a method for attaching a waist wall made of precast concrete.

従来、建築物において、1階部分の支柱間に外壁を構成するプレキャストコンクリート製の腰壁(以下、PCa腰壁という)を取付ける場合がある。   Conventionally, in a building, a precast concrete waist wall (hereinafter referred to as a PCa waist wall) that constitutes an outer wall between pillars of the first floor portion is sometimes attached.

このようなPCa腰壁の取付け方法として、従来、図8に示すような取付構造を用いたものがある。   As a method for attaching such a PCa waist wall, there is a conventional method using an attachment structure as shown in FIG.

この従来の取付方法は、先ず、基礎101部に立設された鉄骨柱102、102間に、その鉄骨柱102の外側で、かつ、基礎101上にPCa腰壁103を仮置きする。この仮置き状態は、基礎101上に高さ調整部材104を置いてその上にPCa腰壁103を立てて仮置きし、また、PCa腰壁103の上部を、これに設けた取付用鉄板105を前記鉄骨柱102に溶接固着した取付用ピース106に仮溶接W1して仮保持する。   In this conventional mounting method, first, the PCa waist wall 103 is temporarily placed on the foundation 101 between the steel columns 102 and 102 erected on the foundation 101 portion, outside the steel pillar 102. In this temporary placement state, the height adjusting member 104 is placed on the foundation 101 and the PCa waist wall 103 is stood on the height adjustment member 104, and the upper portion of the PCa waist wall 103 is attached to the mounting iron plate 105 provided on the PCa waist wall 103. Is temporarily held by temporarily welding W1 to the mounting piece 106 fixedly welded to the steel column 102.

次に、PCa腰壁103の外側下端縁107にバール等の治具を係止してPCa腰壁103の前後方向及び左右方向の位置調整作業を行う。   Next, a jig such as a bar is engaged with the outer lower edge 107 of the PCa waist wall 103 to perform the position adjustment operation of the PCa waist wall 103 in the front-rear direction and the left-right direction.

その後、PCa腰壁103の下部に固着した取付用鉄板108を基礎101に立設した鉄筋109と溶接し、更に、前記取付用鉄板105を取付用ピース106に本溶接し、PCa腰壁103を所定位置に固設する。   After that, the mounting iron plate 108 fixed to the lower part of the PCa waist wall 103 is welded to the reinforcing bar 109 standing on the foundation 101, and the mounting iron plate 105 is finally welded to the mounting piece 106, and the PCa waist wall 103 is fixed. Secure in place.

前記従来のPCa腰壁の取付方法(構造)においては、現場での溶接作業であるため、その溶接作業が困難であるとともに品質確保も困難な問題がある。   In the conventional PCa waist wall mounting method (structure), since it is an on-site welding operation, there is a problem that the welding operation is difficult and quality assurance is also difficult.

更に、建方作業はPCa腰壁103の内外の両側から行わなければならず、外側からの作業時が必要になる。   Furthermore, the construction work must be performed from both the inside and outside of the PCa waist wall 103, and the work from the outside is required.

更に、PCa腰壁103の下端縁107にバール等の治具を係止して位置調整作業を行うと、その下端縁107にクラックや欠損が生じる問題もある。   Furthermore, if a jig such as a bar is engaged with the lower edge 107 of the PCa waist wall 103 and the position adjustment operation is performed, there is a problem that a crack or a defect occurs in the lower edge 107.

そこで、本発明は、前記の問題を解決するPCa腰壁の取付け方法を提供することを目的とするものである。   SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a PCa waist wall mounting method that solves the above-described problems.

前記の課題を解決するために請求項1記載の発明は、複数の支柱間にプレキャストコンクリート製の腰壁(以下PCa腰壁という)を配置して取付ける取付け方法において、複数の支柱の配列方向に設けられた基礎の上面であって、支柱より外側の上面に、支柱の配列方向に沿った嵌合溝を形成し、PCa腰壁の下面には、前記嵌合溝に嵌合する嵌合突部を形成し、PCa腰壁の下部の内側面にはフックを突設し、PCa腰壁の上部と支柱には、これらを接合するボルト接合手段を有し、前記PCa腰壁を、その下端の嵌合突部を前記嵌合溝に嵌合して立設し、その後、PCa腰壁の上部を支柱に前記ボルト接合手段により仮止め保持し、その後、室内側からバールを前記フックに係止してそのバールを動かしてPCa腰壁の位置の調整を行い、その後、PCa腰壁の上部を前記ボルト接合手段により本接合してPCa腰壁を取付けるようにしたことを特徴とするプレキャストコンクリート製の腰壁の取付け方法である。   In order to solve the above-mentioned problem, the invention according to claim 1 is a mounting method in which a precast concrete waist wall (hereinafter referred to as a PCa waist wall) is disposed between a plurality of support columns, and is attached in the arrangement direction of the plurality of support columns. A fitting groove is formed on the upper surface of the provided foundation on the outer surface of the support column along the arrangement direction of the support column, and the lower surface of the PCa waist wall is fitted with the fitting groove. A hook is provided on the inner surface of the lower portion of the PCa waist wall, and the upper portion of the PCa waist wall and the column have bolt joining means for joining them, and the PCa waist wall is connected to the lower end thereof. The fitting projections of the PCa are fitted upright in the fitting groove, and then the upper part of the PCa waist wall is temporarily fixed to the support by the bolt joining means, and then the bar is engaged with the hook from the indoor side. Stop and move the bar to adjust the position of the PCa waist wall Then, the PCa waist wall is attached by attaching the upper part of the PCa waist wall by the bolt joining means and attaching the PCa waist wall.

請求項2記載の発明は、請求項1記載の発明において、前記ボルト接合を、L状の取付具を用い、その水平方向の一片をPCa腰壁の上面にボルト接合し、垂直方向の他片を支柱にボルト接合するように構成したことを特徴とするものである。   According to a second aspect of the present invention, in the first aspect of the present invention, the bolt connection is performed using an L-shaped fixture, and one horizontal piece is bolted to the upper surface of the PCa waist wall, and the other vertical piece is joined. Is configured to be bolted to the support.

請求項3記載の発明は、請求項2記載の発明において、前記L状の取付具を支柱に取付けるボルトとしてワンサイドボルトを用いたことを特徴とするものである。   A third aspect of the invention is characterized in that, in the second aspect of the invention, a one-side bolt is used as a bolt for attaching the L-shaped fixture to a column.

請求項4記載の発明は、請求項1乃至3のいずれか1項に記載の発明において、前記フックを環状又はコ字状に形成したことを特徴とするものである。   According to a fourth aspect of the present invention, in the invention according to any one of the first to third aspects, the hook is formed in an annular shape or a U-shape.

請求項1及び2記載の発明によれば、PCa腰壁の取付けに溶接を用いないため、従来の溶接作業に比べて作業が容易で、品質確保も容易になる。   According to the first and second aspects of the present invention, since welding is not used for attaching the PCa waist wall, the work is easier than the conventional welding work, and the quality is easily ensured.

更に、PCa腰壁の位置調整作業をバールにより室内側から行うことができ、更に、PCa腰壁の上部の取付作業も室内側で行え、作業の安全性を図ることができる。   Furthermore, the PCa waist wall position adjustment work can be performed from the indoor side by using the bar, and further, the upper part of the PCa waist wall can be attached indoors, so that the safety of the work can be achieved.

更に、PCa腰壁にフックを突設し、該フックにバールを係止してPCa腰壁を移動調節するため、従来のようにPCa腰壁にクラックや欠損が生じることがない。   Furthermore, since a hook is provided on the PCa waist wall and a bar is locked to the hook to adjust the movement of the PCa waist wall, the PCa waist wall is not cracked or chipped as in the prior art.

請求項3記載の発明によれば、更に、支柱が、その内側からナットを締めることができない角型鋼管のような場合においても、PCa腰壁の上部をボルト接合することができる。   According to the third aspect of the present invention, the upper portion of the PCa waist wall can be bolted even when the column is a square steel pipe in which the nut cannot be tightened from the inside.

請求項4記載の発明によれば、更に、バールによるPCa腰壁の前後、左右方向の位置調整が容易に行える。   According to the fourth aspect of the present invention, the front / rear and left / right positions of the PCa waist wall can be easily adjusted by the bar.

本発明を実施するための最良の形態を図1乃至図6に示す実施例に基づいて説明する。
図1は本発明のプレキャストコンクリート製の腰壁(PCa腰壁という)を支柱間に設置した側断面図である。
The best mode for carrying out the present invention will be described based on the embodiment shown in FIGS.
FIG. 1 is a side sectional view in which a precast concrete waist wall (referred to as PCa waist wall) of the present invention is installed between columns.

図1において、支柱1は、建物の内側Aと外側Bとの境に立設された支柱で、該支柱1は、その横断面図形状が方形の角型鋼管からなる鉄骨柱で形成され、その下部がベースプレート2により基礎部に固定されている。また、該支柱1は、図1の紙面に対して表裏方向に所定の間隔を有して複数配列されている。なお、該支柱1は、その他、H型鋼等を用いても良い。   In FIG. 1, a column 1 is a column erected on the boundary between an inner side A and an outer side B of the building, and the column 1 is formed of a steel column made of a square steel pipe whose cross-sectional shape is a square, The lower part is fixed to the base part by the base plate 2. Further, a plurality of the support columns 1 are arranged with a predetermined interval in the front and back direction with respect to the paper surface of FIG. In addition, the column 1 may use H-shaped steel or the like.

前記支柱1の下部付近には、前記複数の支柱1の配列方向(図1の紙面の表裏方向)にコンクリート製の基礎3が設けられている。すなわち、該基礎3は、建物の内側Aと外側Bとの境に位置して外回りの基礎を構成している。   Near the lower portion of the support column 1, a concrete foundation 3 is provided in the arrangement direction of the plurality of support columns 1 (the front and back direction of the paper surface of FIG. 1). That is, the foundation 3 is located on the boundary between the inner side A and the outer side B of the building and constitutes an outer foundation.

更に、前記基礎3の上面は、前記支柱1の略中間部から支柱1の外側面より突出した位置まで形成され、その上面における支柱1から外側へ突出した面には、上面が開口した座堀からなる嵌合溝4が形成されている。該嵌合溝4は、支柱1の配列方向である前記基礎3の長手方向(紙面の表裏方向)に所定長、すなわち、後述するPCa腰壁5が配置される長さにわたって形成されている。   Further, the upper surface of the foundation 3 is formed from a substantially middle portion of the support column 1 to a position protruding from the outer surface of the support column 1, and the surface that protrudes outward from the support column 1 on the upper surface has an opening on the upper surface. A fitting groove 4 is formed. The fitting groove 4 is formed over a predetermined length in the longitudinal direction (the front and back direction of the paper surface) of the foundation 3 that is the arrangement direction of the support columns 1, that is, the length in which a PCa waist wall 5 described later is disposed.

次に、PCa腰壁5について説明する。
PCa腰壁5は所定の左右長と高さと厚みを有する。該PCa腰壁5の下面には、図1及び図2に示すように、前記嵌合溝4に嵌合する形状で下方へ突出した嵌合突部6が、PCa腰壁5の側面に平行して全長にわって形成されている。
Next, the PCa waist wall 5 will be described.
The PCa waist wall 5 has a predetermined left and right length, height and thickness. As shown in FIGS. 1 and 2, on the lower surface of the PCa waist wall 5, a fitting protrusion 6 that protrudes downward in a shape that fits into the fitting groove 4 is parallel to the side surface of the PCa waist wall 5. And it is formed over the entire length.

更に、PCa腰壁5の下部には、長ナット状のインサート7が埋設され、そのインサート7のねじ穴端がPCa腰壁5の内側面に開口している。そして、ボルト8aを有するフック8を、そのボルト8aを前記インサート7に螺着してインサート7に固定し、フック8がPCa腰壁5の内側面から突出するように固設されている。該フック8は、図3に示すように、金属からなる環状に形成されている。該フック8は、PCa腰壁5の左右方向(紙面の表裏方向)において複数、例えば、両端部近傍に位置して2個設けられている。また、フック8は、図に示すように、その中央穴が上下方向に貫通する状態に設けておく。   Further, a long nut-like insert 7 is embedded in the lower portion of the PCa waist wall 5, and a screw hole end of the insert 7 is opened on the inner side surface of the PCa waist wall 5. A hook 8 having a bolt 8 a is fixed to the insert 7 by screwing the bolt 8 a to the insert 7, and the hook 8 is fixed so as to protrude from the inner surface of the PCa waist wall 5. As shown in FIG. 3, the hook 8 is formed in an annular shape made of metal. A plurality of hooks 8 are provided, for example, two in the vicinity of both ends in the left-right direction of the PCa waist wall 5 (the front and back direction of the paper). Moreover, the hook 8 is provided in the state which the center hole penetrates to an up-down direction, as shown in a figure.

前記PCa腰壁5の上面部には、長ナット状のインサート9が埋設され、そのインサート9のねじ穴端がPCa腰壁5の上面に開口している。そして、図4に示すように、金属板をL状に折曲した取付具10の水平方向の一片10aが、これに形成した取付穴10bにボルト11を挿通してそのボルト11を前記インサート9に螺着することにより、PCa腰壁5の上面に固設できるようになっている。この取付穴10bの直径は、ボルト11のねじ部径より大径で、かつ、座金12の直径より小径に形成されており、PCa腰壁5に対する取付具10の取付位置の調整ができるようになっている。   A long nut-like insert 9 is embedded in the upper surface portion of the PCa waist wall 5, and a screw hole end of the insert 9 is open to the upper surface of the PCa waist wall 5. And as shown in FIG. 4, the horizontal piece 10a of the fixture 10 which bent the metal plate in the L shape penetrates the volt | bolt 11 to the attachment hole 10b formed in this, and the volt | bolt 11 is inserted into the said insert 9 It can be fixed to the upper surface of the PCa waist wall 5 by being screwed onto the PCa waist wall 5. The diameter of the mounting hole 10b is larger than the thread diameter of the bolt 11 and smaller than the diameter of the washer 12, so that the mounting position of the mounting tool 10 with respect to the PCa waist wall 5 can be adjusted. It has become.

前記取付具10の垂直方向の他片10cには取付穴10dが形成されている。そして、図1に示すように、支柱1に取付けられたボルト13に、他片10cの取付穴10dを挿通し、ボルト13にナット14を螺着することにより、取付具10を支柱1に固定できるようになっている。前記取付穴10dの直径は、ボルト13のねじ部径より大径で、かつ、座金14の直径より小さく設定されており、支柱1に対する他片10cの取付位置を調整できるようになっている。   A mounting hole 10 d is formed in the other vertical piece 10 c of the mounting tool 10. Then, as shown in FIG. 1, the fixture 10 is fixed to the column 1 by inserting the mounting hole 10 d of the other piece 10 c into the bolt 13 attached to the column 1 and screwing the nut 14 into the bolt 13. It can be done. The diameter of the mounting hole 10d is set to be larger than the threaded portion diameter of the bolt 13 and smaller than the diameter of the washer 14, so that the mounting position of the other piece 10c with respect to the column 1 can be adjusted.

前記ボルト13として、例えば、ワンサイドボルトを用いる。該ワンサイドボルトとしては、例えば、図5に示すように、ボルト13の先端に頭部13aを有し、ボルトのねじ部外周に金属筒からなり、一部にスリットを形成した係止筒13bを遊嵌し、これを支柱1に形成した取付穴1aに図示のように支柱1の外側から挿入し、ボルト13の外側端13cを専用ドライバーで外側方向に引くことにより、係止筒13bが、頭部13aと座金13d間で図5の鎖線のように屈曲して塑性変形し、ボルト13の抜け外れを阻止する構造のものを使用する。   For example, a one-side bolt is used as the bolt 13. As the one-side bolt, for example, as shown in FIG. 5, a locking cylinder 13b having a head 13a at the tip of the bolt 13, a metal cylinder on the outer periphery of the threaded portion of the bolt, and a slit formed in a part thereof. Is inserted into the mounting hole 1a formed in the support column 1 from the outside of the support column 1 as shown in the figure, and the outer end 13c of the bolt 13 is pulled outward by a dedicated screwdriver, whereby the locking cylinder 13b is In addition, a structure in which the head 13a and the washer 13d are bent and plastically deformed as shown by a chain line in FIG. 5 to prevent the bolt 13 from coming off is used.

前記インサート9、ボルト10、取付具11、ボルト13、ナット14によりボルト接合手段30を構成している。   The insert 9, the bolt 10, the fixture 11, the bolt 13, and the nut 14 constitute a bolt joining means 30.

図1において、15は、前記嵌合溝4と嵌合突部6間に介在したレベル調整部材、16は敷きモルタル、18は水切板、19は外壁仕上材を示す。また、20はPCa腰壁5の位置調整作業に使用するバールで、一般に仕込みバールと称されるものを使用する。   In FIG. 1, 15 is a level adjusting member interposed between the fitting groove 4 and the fitting projection 6, 16 is a mortar, 18 is a draining plate, and 19 is an outer wall finishing material. A bar 20 is used for adjusting the position of the PCa waist wall 5 and is generally referred to as a charging bar.

次に、PCa腰壁5の取付け方法について説明する。
先ず、基礎3の嵌合溝4の底面に、レベル調整部材15を嵌合溝4の長手方向に部分的に配置するとともに嵌合溝4内に敷きモルタル16を敷く。
Next, a method for attaching the PCa waist wall 5 will be described.
First, the level adjusting member 15 is partially disposed in the longitudinal direction of the fitting groove 4 on the bottom surface of the fitting groove 4 of the foundation 3 and the mortar 16 is laid in the fitting groove 4.

次に、設置するPCa腰壁5をクレーンなどにより吊り下げて、支柱1の外側部に配置し、その下面に形成された嵌合突部6を基礎3の嵌合溝部4内に、レベル調整部材15に載置して嵌合する。   Next, the PCa waist wall 5 to be installed is suspended by a crane or the like, placed on the outer side of the column 1, and the fitting protrusion 6 formed on the lower surface thereof is placed in the fitting groove 4 of the foundation 3 to adjust the level. Place on member 15 and fit.

次に、取付具10の一片10aの取付穴10bをPCa腰壁5のインサート9に合致させ、ボルト11を取付穴10bを通じてインサート9に仮締めする。   Next, the mounting hole 10b of the piece 10a of the fixture 10 is matched with the insert 9 of the PCa waist wall 5, and the bolt 11 is temporarily tightened to the insert 9 through the mounting hole 10b.

次に、取付具10の他片10cを、取付穴10dを通じてワンサイドボルトのボルト13に挿通し、そのワンサイドボルトを支柱1に挿入し、専用ドライバーでボルト13を外側へ引き、係止筒13bを未完状態に屈曲させて、仮締めする。これにより、PCa腰壁5の上部が支柱1に仮保持される。   Next, the other piece 10c of the fixture 10 is inserted into the bolt 13 of the one-side bolt through the attachment hole 10d, the one-side bolt is inserted into the support column 1, and the bolt 13 is pulled outward by a dedicated screwdriver, 13b is bent in an incomplete state and temporarily tightened. Thereby, the upper part of the PCa waist wall 5 is temporarily held by the support column 1.

前記のボルト接合手段30によるPCa腰掛5の上部の仮保持作業は、支柱1、1間の空間を通じてPCa腰壁5の内側(室内側)から行うことができる。   The temporary holding operation of the upper portion of the PCa seat 5 by the bolt joining means 30 can be performed from the inside (inside the room) of the PCa waist wall 5 through the space between the columns 1 and 1.

次に、PCa腰壁5の内側(室内側)において、仕込みバール20の先部屈曲点Cを図1に示すように基礎3の上面に当て、その先部に折曲形成した引掛け部20aを、PCa腰壁5に突設した環状のフック8の穴部に通して引っ掛ける。この状態で、仕込みバール20の把持側を矢印のように上下に動かすと、基礎3との接触点Cを支点として引っ掛け部20aが前後方向に動き、フック8を介してPCa腰壁5の下部が室の内外方向に移動する。また、この仕込みバール20により、PCa腰壁5を、その左右方向(柱列方向)に移動することもできる。   Next, on the inner side (inner side) of the PCa waist wall 5, the tip bending point C of the charging bar 20 is applied to the upper surface of the foundation 3 as shown in FIG. Is hooked through the hole of the annular hook 8 projecting from the PCa waist wall 5. In this state, when the gripping side of the charging bar 20 is moved up and down as shown by the arrow, the hook 20a moves in the front-rear direction with the contact point C with the foundation 3 as a fulcrum, and the lower part of the PCa waist wall 5 via the hook 8 Moves in and out of the room. In addition, the PCa waist wall 5 can be moved in the left-right direction (column row direction) by the charging bar 20.

したがって、作業者が室内側に位置して仕込みバール20でPCa腰壁5の前後方向及び左右方向の位置の微調整を行うことができる。また、仕込みバール20を使用することにより、テコの原理を利用して、容易に微調整できる。   Therefore, the operator can finely adjust the position of the PCa waist wall 5 in the front-rear direction and the left-right direction with the charging bar 20 while being positioned indoors. Further, by using the charging bar 20, fine adjustment can be easily performed using the principle of leverage.

前記の微調整時には、PCa腰壁5の上部に配置した取付具10の各取付穴10b、10dが、各ボルト11、13より大径に形成されているため、PCa腰壁5の微調整による移動が可能である。   At the time of the fine adjustment, since the mounting holes 10b and 10d of the fixture 10 arranged on the upper portion of the PCa waist wall 5 are formed to have a larger diameter than the bolts 11 and 13, the fine adjustment of the PCa waist wall 5 is performed. It is possible to move.

そして、前後、左右の微調整後、支柱1、1間の空間を通じて室内側から前記ボルト11の本締め及び専用ドライバーによるワンサイドボルトのナット14の本締めをして本接合しPCa腰壁5を所定位置に固定する。   After fine adjustment of the front and rear and left and right, the bolt 11 is finally tightened from the room side through the space between the columns 1 and 1 and the nut 14 of the one side bolt is finally tightened by a dedicated screwdriver and finally joined to the PCa waist wall 5. Is fixed in place.

そして、前記のPCa腰壁5の設置作業が終了した後、前記フック8の穴に図6に示すようにアンカー筋22を挿通して備える。   And after the installation work of said PCa waist wall 5 is complete | finished, as shown in FIG.

そして、1階床のコンクリート23をF1まで打設する。このコンクリート23の硬化により、アンカー筋22が床コンクリート23内に埋設されて、PCa腰壁5が強固に保持される。   Then, the concrete 23 on the first floor is placed up to F1. Due to the hardening of the concrete 23, the anchor bars 22 are embedded in the floor concrete 23, and the PCa waist wall 5 is firmly held.

なお、前記ボルト13は、支柱1が角型鋼管であるため、ワンサイドボルトを用いたが、支柱1がH型鋼等、内外の両側からボルトとナットの締め付けができるものである場合には、ボルト13は、通常のボルトとナットを使用しても良い。   In addition, since the support | pillar 1 is a square steel pipe, the said bolt 13 used the one side bolt, but when the support | pillar 1 can tighten | tighten a volt | bolt and a nut from both inside and outside, such as H type steel, The bolt 13 may be a normal bolt and nut.

更に、前記取付具10における取付穴10bを前後方向の長穴とし、取付穴10dを上下方向の長穴に形成しても良い。   Further, the mounting hole 10b in the mounting tool 10 may be a long hole in the front-rear direction, and the mounting hole 10d may be formed as a long hole in the vertical direction.

また、前記フック8を、図7に示すように、鉄筋をコ字状に折曲してフック部8bを形成するとともに、基部を外方へ折曲して係止部8cを形成したフック8Aとし、そのフック部8bをPCa腰壁5より突出し、基部8c側をPCa腰壁5内に埋設してもよい。   Further, as shown in FIG. 7, the hook 8 is bent in a U shape to form a hook portion 8b, and the hook 8A is bent outward to form a locking portion 8c. The hook portion 8b may protrude from the PCa waist wall 5 and the base portion 8c side may be embedded in the PCa waist wall 5.

このフック8Aによれば、前記図3に示すフック8よりも安価に形成できる。   According to the hook 8A, it can be formed at a lower cost than the hook 8 shown in FIG.

本発明の実施例を示す側断面図。The side sectional view showing the example of the present invention. 図1におけるPCa腰壁の嵌合突部を示す斜視図。The perspective view which shows the fitting protrusion of the PCa waist wall in FIG. 図1におけるフックを示す平面図。The top view which shows the hook in FIG. 図1における取付具を示す斜視図。The perspective view which shows the fixture in FIG. 図1におけるボルト13の取付状態を示す拡大側断面図。The expanded side sectional view which shows the attachment state of the volt | bolt 13 in FIG. 図1に示すフックにアンカー筋を挿通して備えた側面図。FIG. 3 is a side view of the hook shown in FIG. フックの他の実施例を示す平面図。The top view which shows the other Example of a hook. 従来のPCa腰壁の取付構造を示す側断面図。Side sectional drawing which shows the attachment structure of the conventional PCa waist wall.

符号の説明Explanation of symbols

1 支柱
3 基礎
4 嵌合溝
5 PCa腰壁
6 嵌合突部
8、8A フック
10 取付具
11、13 ボルト
30 ボルト接合手段
DESCRIPTION OF SYMBOLS 1 Support | pillar 3 Base 4 Fitting groove 5 PCa waist wall 6 Fitting protrusion 8, 8A Hook 10 Mounting tool 11, 13 Bolt 30 Bolt joining means

Claims (4)

複数の支柱間にプレキャストコンクリート製の腰壁(以下PCa腰壁という)を配置して取付ける取付け方法において、複数の支柱の配列方向に設けられた基礎の上面であって、支柱より外側の上面に、支柱の配列方向に沿った嵌合溝を形成し、PCa腰壁の下面には、前記嵌合溝に嵌合する嵌合突部を形成し、PCa腰壁の下部の内側面にはフックを突設し、PCa腰壁の上部と支柱には、これらを接合するボルト接合手段を有し、前記PCa腰壁を、その下端の嵌合突部を前記嵌合溝に嵌合して立設し、その後、PCa腰壁の上部を支柱に前記ボルト接合手段により仮止め保持し、その後、室内側からバールを前記フックに係止してそのバールを動かしてPCa腰壁の位置の調整を行い、その後、PCa腰壁の上部を前記ボルト接合手段により本接合してPCa腰壁を取付けるようにしたことを特徴とするプレキャストコンクリート製の腰壁の取付け方法。 In an attachment method in which a precast concrete waist wall (hereinafter referred to as PCa waist wall) is disposed between a plurality of support columns, the top surface of a foundation provided in the arrangement direction of the plurality of support columns, , A fitting groove is formed along the arrangement direction of the columns, a fitting protrusion is formed on the lower surface of the PCa waist wall, and a hook is formed on the inner side surface of the lower portion of the PCa waist wall. The upper part of the PCa waist wall and the column have bolt joining means for joining them, and the PCa waist wall is stood by fitting the lower end of the fitting protrusion into the fitting groove. After that, the upper part of the PCa waist wall is temporarily fixed to the column by the bolt joining means, and then the bar is locked to the hook from the indoor side and the bar is moved to adjust the position of the PCa waist wall. After that, the upper part of the PCa waist wall is connected to the bolt joining means Mounting method precast concrete waist wall, characterized in that to attach the PCa spandrel more main bonding to. 前記ボルト接合を、L状の取付具を用い、その水平方向の一片をPCa腰壁の上面にボルト接合し、垂直方向の他片を支柱にボルト接合するように構成したことを特徴とする請求項1記載のプレキャストコンクリート製の腰壁の取付け方法。 The bolt joint is constructed using an L-shaped fixture, wherein one horizontal piece is bolted to the upper surface of the PCa waist wall, and the other vertical piece is bolted to the column. Item 4. A method for attaching a precast concrete waist wall according to item 1. 前記L状の取付具を支柱に取付けるボルトとしてワンサイドボルトを用いたことを特徴とする請求項2記載のプレキャストコンクリート製の腰壁の取付け方法。 The method for attaching a waist wall made of precast concrete according to claim 2, wherein a one-side bolt is used as a bolt for attaching the L-shaped fixture to a support column. 前記フックを環状又はコ字状に形成したことを特徴とする請求項1乃至3のいずれか1項に記載のプレキャストコンクリート製の腰壁の取付け方法。 The method for attaching a waist wall made of precast concrete according to any one of claims 1 to 3, wherein the hook is formed in an annular shape or a U-shape.
JP2007077787A 2007-03-23 2007-03-23 How to install the precast concrete waist wall Active JP4884269B2 (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2166668A2 (en) 2008-09-19 2010-03-24 Kabushiki Kaisha Toshiba Electronic apparatus and method for adjusting audio level
JP2011052475A (en) * 2009-09-03 2011-03-17 Toyota T & S Kensetsu Kk Aseismatic reinforcing method for existing building
JP2015048580A (en) * 2013-08-30 2015-03-16 大和ハウス工業株式会社 Spandrel wall-dirt floor structure
JP7370642B1 (en) 2022-08-05 2023-10-30 株式会社みやけ商会 Construction method of waist wall

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2166668A2 (en) 2008-09-19 2010-03-24 Kabushiki Kaisha Toshiba Electronic apparatus and method for adjusting audio level
JP2011052475A (en) * 2009-09-03 2011-03-17 Toyota T & S Kensetsu Kk Aseismatic reinforcing method for existing building
JP2015048580A (en) * 2013-08-30 2015-03-16 大和ハウス工業株式会社 Spandrel wall-dirt floor structure
JP7370642B1 (en) 2022-08-05 2023-10-30 株式会社みやけ商会 Construction method of waist wall

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