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JP5280228B2 - Reinforcing bar assembly structure - Google Patents
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JP5280228B2 - Reinforcing bar assembly structure - Google Patents

Reinforcing bar assembly structure Download PDF

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JP5280228B2
JP5280228B2 JP2009020221A JP2009020221A JP5280228B2 JP 5280228 B2 JP5280228 B2 JP 5280228B2 JP 2009020221 A JP2009020221 A JP 2009020221A JP 2009020221 A JP2009020221 A JP 2009020221A JP 5280228 B2 JP5280228 B2 JP 5280228B2
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reinforcing bar
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shaped steel
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JP2010174557A (en
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力 内海
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有限会社三和製作所
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an assembly structure of reinforcing bars and a method of assembly thereof wherein a plurality of main reinforcing bars used for a foundation pile of a cast-in-place concrete are assembled into a cylindrical shape without welding. <P>SOLUTION: The assembly structure comprises a plurality of reinforcing-bar holders 1 for holding the plurality of the main reinforcing bars 2 diametrically in the cylindrical shape at predetermined intervals and a plurality of U-bolts 3 and fixing nuts 4 for fixing the plurality of the main reinforcing-bars 2 to the reinforcing-bar holders 1. The reinforcing-bar holder 1 has an H-shaped steel formed in a circular ring-shape centering an axis parallel to the axis right angle to its axis, while forming a plurality of bolt holes 7, 7 on its side. The U-bolts 3 are wound over the side parts of the main reinforcing bars 2, respectively, and male screw parts 3a, 3a are inserted into the bolt holes 7, 7. The fixing nuts 4, 4 are fastened to the male screw parts 3a, 3a, respectively. <P>COPYRIGHT: (C)2010,JPO&amp;INPIT

Description

本発明は、鉄筋の組立構造に関し、主として場所打ちコンクリートの基礎杭に用いられる複数の主筋を溶接によらないで円筒形に組み立てられるようにしたものである。 The present invention relates to an assembly structure of the reinforcing bars, in which as assembled cylindrically without depending multiple main reinforcement used in foundation pile primarily place concrete to welding.

場所打ちコンクリートによる基礎杭は、例えば11(a),(b)に図示するように、予め掘削した縦穴内にその円周方向に沿って複数の主筋20とその外側に位置してフープ筋21をそれぞれ配筋し、その後、縦穴内にコンクリート22を流し込むことにより施工され、一般に大口径に施工されることが多い。   As shown in FIGS. 11 (a) and 11 (b), for example, the foundation pile made of cast-in-place concrete is located in a plurality of main bars 20 along the circumferential direction in a pre-excavated vertical hole and hoop bars 21 located outside the main bars. Are then installed by pouring concrete 22 into the vertical holes, and in general, it is often applied to a large diameter.

このため、主筋20とフープ筋21は予め地上で円筒形のかご状に組み立てられ、クレーン等で吊って縦穴内に建て込まれる。また、主筋20とフープ筋21を円筒形に組み立てるには、施工される基礎杭の径に合せて円形のリング状に形成された鉄筋保持具23が用いられる。   For this reason, the main reinforcement 20 and the hoop reinforcement 21 are assembled in the shape of a cylindrical cage in advance on the ground, and hung with a crane or the like and built in the vertical hole. Moreover, in order to assemble the main reinforcement 20 and the hoop reinforcement 21 into a cylindrical shape, a reinforcing bar holder 23 formed in a circular ring shape according to the diameter of the foundation pile to be constructed is used.

鉄筋保持具23は組み立てられる鉄筋かごの上下両端部と中間部の少なくとも三ケ所程度に配置され、当該鉄筋保持具23の外側部に複数の主筋20がその円周方向に所定間隔おきに添え付けられ、それぞれ鉄筋保持具23に溶接することにより組み立てられる。   The reinforcing bar holders 23 are arranged at least at three locations, the upper and lower ends and the middle part of the rebar cage to be assembled, and a plurality of main bars 20 are attached to the outer side of the reinforcing bar holders 23 at predetermined intervals in the circumferential direction. Each of them is assembled by welding to the reinforcing bar holder 23.

この場合の鉄筋保持具23は、複数の主筋20を単に円筒形のかご状に保持するためだけでなく、複数の主筋20からなる鉄筋かごを補強するために用いられ、特に大口径になる程重要になる。   In this case, the reinforcing bar holder 23 is used not only to hold the plurality of main bars 20 in a cylindrical basket shape but also to reinforce the reinforcing bar basket composed of the plurality of main bars 20, and in particular, as the diameter becomes larger. Become important.

特開平10−37387号公報Japanese Patent Laid-Open No. 10-37387 特開平08−105044号公報Japanese Patent Laid-Open No. 08-105044 特開2000−257211号公報JP 2000-257211 A

しかし、主筋20を鉄筋保持具23に溶接して組み立てると、溶接熱が主筋20に悪影響をおよぼすことがあるため、溶接による鉄筋の組立は近年制限されてきている。また、溶接による鉄筋の組立は、一般に天候や作業者の技量などによって溶接精度にばらつきが生じやすく、このため溶接不良などがあって信頼性に欠ける等の課題もあった。   However, when the main bar 20 is welded to the reinforcing bar holder 23 and assembled, welding heat may adversely affect the main bar 20, so that the assembling of the bar by welding has been limited in recent years. Further, assembling of reinforcing bars by welding generally tends to cause variations in welding accuracy depending on the weather, the skill of the operator, etc., and thus there are problems such as poor welding and lack of reliability.

本発明は、以上の課題を解決するためになれたもので、場所打ちコンクリートの基礎杭などに用いられる複数の主筋を溶接によらないで効率的に組み立てられるようにした鉄筋の組立構造を提供することを目的とする。 The present invention has been made to solve the above problems, and provides a rebar assembly structure in which a plurality of main bars used for foundation piles of cast-in-place concrete can be efficiently assembled without welding. The purpose is to do.

請求項1記載の鉄筋の組立構造は、複数の鉄筋をその直径方向に所定間隔をおいて環状に保持する複数の鉄筋保持具と、前記鉄筋を前記鉄筋保持具にそれぞれ固定する複数の鉄筋固定具とから構成され、前記鉄筋保持具は形鋼よりその軸直角方向軸と平行な軸を中心に環状に形成され、前記鉄筋固定具は前記鉄筋に巻き掛けられ、かつ前記鉄筋保持具に取り付けられなる鉄筋の組立構造において、前記鉄筋保持具は前記H形鋼よりH形鋼の強軸と平行な軸を中心に円形リング状に形成され、当該H形鋼のフランジの外側面部にH形鋼の長手方向に波模様状に連続するずれ防止用の凹凸が設けられ、かつ当該フランジの外側面部に前記複数の鉄筋が保持されていることを特徴とするものである。 The assembly structure of a reinforcing bar according to claim 1, wherein a plurality of reinforcing bar holders for holding a plurality of reinforcing bars in an annular shape at predetermined intervals in the diameter direction, and a plurality of reinforcing bar fixings for fixing the reinforcing bars to the reinforcing bar holders, respectively. is composed of a tool, the rebar retainer is formed annularly around the axis parallel to the axis thereof perpendicular axis than the H-shaped steel, the rebar fastener can be wound around the reinforcing bars, and the reinforcing bar holding device In the assembling structure of the reinforcing bar to be attached, the reinforcing bar holder is formed in a circular ring shape around the axis parallel to the strong axis of the H-shaped steel than the H-shaped steel, and H is formed on the outer surface of the flange of the H-shaped steel. In the longitudinal direction of the shaped steel, irregularities for preventing a shift that are continuous in a wavy pattern are provided, and the plurality of reinforcing bars are held on the outer side surface portion of the flange .

本発明は、主として場所打ちコンクリートの基礎杭に用いられる複数の主筋を溶接によらないで環状(リング状)に組み立てられるようしたものであり、環状に形成され、複数の鉄筋を円筒形に保持する複数の鉄筋保持具と、複数の主筋を前記鉄筋保持具の外側部に固定する複数の鉄筋固定具を用いることにより複数の主筋を溶接によらないで主として円筒形に組み立てることができる。   In the present invention, a plurality of main bars mainly used for foundation piles of cast-in-place concrete are assembled in an annular shape (ring shape) without welding, and are formed in an annular shape, and a plurality of reinforcing bars are held in a cylindrical shape. By using a plurality of reinforcing bar holders and a plurality of reinforcing bar fixtures for fixing the plurality of main bars to the outer side of the reinforcing bar holder, the plurality of main bars can be assembled mainly in a cylindrical shape without welding.

鉄筋保持具は、H形鋼、L形鋼または溝形鋼などの形鋼をその軸直角方向と平行な軸を中心に環状に、主として円形リング状に曲げ加工することにより形成することができる。
またその際、形鋼断面の強軸(X−X)と平行な軸を中心に円形リング状に形成された鉄筋保持具(例えば、図2,3参照)と、形鋼断面の弱軸(Y−Y)と平行な軸を中心に円形リング状に形成された鉄筋保持具(例えば、図9参照)の二種類の鉄筋保持具を提供することができる。
The reinforcing bar holder can be formed by bending a shape steel such as an H-shaped steel, an L-shaped steel, or a grooved steel in an annular shape around an axis parallel to the direction perpendicular to the axis, mainly in a circular ring shape. .
At that time, a reinforcing bar holder (see, for example, FIGS. 2 and 3) formed in a circular ring shape around an axis parallel to the strong axis (XX) of the section of the section steel, and a weak axis of the section of the section steel ( Two types of reinforcing bar holders (for example, see FIG. 9), which are formed in a circular ring shape around an axis parallel to YY), can be provided.

また、鉄筋保持具の外側面部に鉄筋保持具の円周方向に波模様状に連続するずれ防止用の凹凸を設けることにより、複数の鉄筋を設置間隔に合せて任意の位置に容易に配置することができる。そして、鉄筋固定具には在来のUボルトと固定ナットなどを用いることができる。   In addition, by providing unevenness for preventing displacement continuously in a wavy pattern in the circumferential direction of the reinforcing bar holder on the outer surface of the reinforcing bar holder, a plurality of reinforcing bars can be easily arranged at any position according to the installation interval. be able to. And a conventional U bolt, a fixing nut, etc. can be used for a reinforcing bar fixture.

請求項2記載の鉄筋の組立構造は、請求項1記載の鉄筋の組立構造において、鉄筋保持具の側部に複数のボルト孔が形成され、鉄筋固定具は前記ボルト孔に挿通することにより前記鉄筋保持具に取り付けられなることを特徴とするものである。複数の鉄筋を鉄筋保持具の外側部に確実に固定できるようにしたものである。   The reinforcing bar assembly structure according to claim 2 is the reinforcing bar assembly structure according to claim 1, wherein a plurality of bolt holes are formed in a side portion of the reinforcing bar holder, and the reinforcing bar fixing tool is inserted into the bolt hole, thereby It is attached to a reinforcing bar holder. A plurality of reinforcing bars can be securely fixed to the outer side of the reinforcing bar holder.

請求項記載の鉄筋の組立構造は、請求項1または2記載の鉄筋の組立構造において、鉄筋固定具は、UボルトとUボルトの雄ネジ部に締め付けられる固定ナットからなることを特徴とするものである。 Assembly structure rebar according to claim 3, in assembly structure rebar according to claim 1 or 2, rebar fastener is characterized in that it consists of a fixed nut tightened to the male screw portion of the U-bolt and U-bolt Is.

なお、たとえば、図2に図示するように形鋼のフランジの表面に形鋼の長手方向に波状に連続する凹凸を設けたり、あるいは図6に図示するように形鋼のフランジまたはフランジとウェブの一部を真横に開口するU溝状に切り欠いたりする等の方法により形成することができる。 Incidentally, for example, of Katachiko as illustrated in the longitudinal direction may be provided irregularities continuous corrugated or in FIG. 6, the flange surface of the shaped steel of Katachiko as shown in FIG. 2 flange or flanges and the web It can be formed by a method such as cutting a part into a U-groove shape that opens to the side.

鉄筋保持具は、組み立てられる鉄筋の上下両端部と中間部の少なくとも3ケ所に設置するのが望ましい。また、鉄筋固定具には従来のUボルトと固定ナットを用いることができる。   It is desirable to install the reinforcing bar holders at at least three locations, the upper and lower end portions and the middle portion of the reinforcing bars to be assembled. Further, conventional U-bolts and fixing nuts can be used for the reinforcing bar fixture.

本発明は、環状に形成され、複数の主筋を円筒形に保持する複数の鉄筋保持具と、鉄筋を鉄筋保持具の外側部に固定する複数の鉄筋固定具を用いることにより、場所打ちコンクリートの基礎杭に用いられる複数の主筋を溶接によらないで容易に組み立てることができる。   The present invention uses a plurality of reinforcing bar holders that are formed in an annular shape and hold a plurality of main bars in a cylindrical shape, and a plurality of reinforcing bar fixtures that fix the reinforcing bars to the outer side of the reinforcing bar holders. A plurality of main bars used for the foundation pile can be easily assembled without using welding.

また、鉄筋保持具は、H形鋼、L形鋼または溝形鋼などの形鋼から形成されていることにより帯鋼などに比べてはるかに強度が大きく変形しにくいため、大口径の鉄筋かごの組立に適している。   In addition, since the reinforcing bar holder is made of a shape steel such as H-shaped steel, L-shaped steel or grooved steel, it is much stronger and harder to deform than steel strips, etc. Suitable for assembly.

さらに、鉄筋保持具は、H形鋼、L形鋼または溝形鋼などの形鋼をその軸直角方向と平行な軸を中心に環状に曲げ加工することにより容易に形成することができ、また鉄筋固定具には従来のUボルトと固定ナットを用いることができるので経済的である。   Furthermore, the reinforcing bar holder can be easily formed by bending a shape steel such as an H-shaped steel, an L-shaped steel or a grooved steel in an annular shape around an axis parallel to the direction perpendicular to the axis. Since a conventional U-bolt and a fixing nut can be used for the reinforcing bar fixture, it is economical.

(a)は円筒形に組み立てられた鉄筋かごの横断面図、(b)はその一部側面図である。(A) is a cross-sectional view of a reinforcing bar cage assembled in a cylindrical shape, and (b) is a partial side view thereof. 図1(a)におけるイ−イ線断面図である。FIG. 2 is a cross-sectional view taken along the line II in FIG. 鉄筋保持具に主筋がUボルト(鉄筋固定具)によって固定された状態を示す分解斜視図である。It is a disassembled perspective view which shows the state by which the main reinforcement was fixed to the reinforcing bar holder with the U bolt (rebar fixing tool). 本発明の他の実施形態を示し、円筒形に組み立てられた鉄筋かごの横断面図である。It is a cross-sectional view of a reinforcing bar cage according to another embodiment of the present invention and assembled in a cylindrical shape. 図4におけるロ−ロ線断面図である。FIG. 5 is a cross-sectional view taken along the line in FIG. 4. 鉄筋保持具に主筋がUボルト(鉄筋固定具)によって固定された状態を示す一部破断斜視図である。It is a partially broken perspective view which shows the state by which the main reinforcement was fixed to the reinforcing bar holder with the U bolt (rebar fixing tool). 山形鋼からなる鉄筋保持具に主筋がUボルト(鉄筋固定具)によって固定された状態を示す鉄筋かごの一部縦断面図である。It is a partial longitudinal cross-sectional view of the reinforcing bar cage in which the main reinforcing bar is fixed to the reinforcing bar holder made of angle steel by a U-bolt (rebar fixing tool). 溝形鋼からなる鉄筋保持具に主筋がUボルト(鉄筋固定具)によって固定された状態を示す鉄筋かごの一部縦断面図である。It is a partial longitudinal cross-sectional view of the reinforcing bar cage in which the main reinforcing bar is fixed to the reinforcing bar holder made of channel steel by a U-bolt (rebar fixing tool). H形鋼からなる鉄筋保持具に主筋がUボルト(鉄筋固定具)によって固定された状態を示す鉄筋かごの一部縦断面図である。It is a partial longitudinal cross-sectional view of the reinforcing bar cage in which the main reinforcing bar is fixed to the reinforcing bar holder made of H-shaped steel by a U bolt (rebar fixing tool). 山形鋼からなる鉄筋保持具に主筋が鉄筋固定具によって固定された状態を示し、(a)はその横断面図、(b)は(a)におけるハ−ハ線断面図、(c)は(b)における二−二線断面図である。The state where the main bar is fixed to the reinforcing bar holder made of angle iron by the reinforcing bar fixing tool is shown, (a) is a transverse cross-sectional view thereof, (b) is a cross-sectional view of the ha-ha line in (a), and (c) is ( It is a 2-2 line sectional view in b). (a)は場所打ちコンクリート杭の横断面図、(b)はその一部縦断面図である。(A) is a cross-sectional view of a cast-in-place concrete pile, (b) is the partial longitudinal cross-sectional view.

図1−図3は、本発明の一実施形態を示し、図において、符号1は複数の主筋2を円筒形に保持するための鉄筋保持具、符号3と4は各主筋2を鉄筋保持具1の外側部にそれぞれ固定するための鉄筋固定具としてのUボルトと固定ナットである。   1 to 3 show an embodiment of the present invention. In the figure, reference numeral 1 denotes a reinforcing bar holder for holding a plurality of main bars 2 in a cylindrical shape, and reference numerals 3 and 4 denote each main bar 2 as a reinforcing bar holder. 1 is a U-bolt and a fixing nut as reinforcing bar fixtures for fixing to the outer side of each.

また、符号5は円筒形に設置された複数の主筋2,2の外側に巻きかけられたフープ筋、そして、符号6はこれらによって円筒形に組み立てられた鉄筋かごである。   Reference numeral 5 is a hoop barbing wound around the plurality of main bars 2 and 2 installed in a cylindrical shape, and reference numeral 6 is a reinforcing bar cage assembled into a cylindrical shape by these.

鉄筋保持具1はH形鋼から形成され、その断面の強軸X−Xと平行な鉛直軸を中心に所定径の円形リング状に曲げ形成されている。また、外側のフランジ1aに複数のボルト孔7が鉄筋保持具1の円周方向に所定間隔おきに形成されている。   The reinforcing bar holder 1 is made of H-shaped steel, and is bent into a circular ring with a predetermined diameter around a vertical axis parallel to the strong axis XX of the cross section. Further, a plurality of bolt holes 7 are formed in the outer flange 1 a at predetermined intervals in the circumferential direction of the reinforcing bar holder 1.

ボルト孔7はウェブ1bを挟んでその上下両側に形成されている。また、ボルト孔7は鉄筋保持具1の円周方向および円周方向と直交する鉛直方向にそれぞれ隣り合う計4個を一組とし、鉄筋保持具1の円周方向に所定間隔おきに形成されている。   The bolt holes 7 are formed on both upper and lower sides of the web 1b. In addition, the bolt holes 7 are a set of a total of four adjacent to each other in the circumferential direction of the reinforcing bar holder 1 and the vertical direction perpendicular to the circumferential direction, and are formed at predetermined intervals in the circumferential direction of the reinforcing bar holder 1. ing.

このように形成された鉄筋保持具1は、鉄筋かご6の上下両端部と中間部の少なくとも3箇所に設置されている。そして、鉄筋保持具1の外側部に複数の主筋2が鉄筋保持具1の円周方向に所定間隔おきに設置されている。   The reinforcing bar holder 1 formed in this way is installed at at least three locations, the upper and lower end portions and the intermediate portion of the reinforcing bar cage 6. A plurality of main bars 2 are installed on the outer side of the reinforcing bar holder 1 at predetermined intervals in the circumferential direction of the reinforcing bar holder 1.

主筋2は1組のボルト孔7,7間にそれぞれ鉄筋保持具1の円周方向と直交する方向に延長させて設置され、その外側にUボルト3が主筋2に真横から巻き付くように取り付けられ、各Uボルト3の両端雄ネジ部3a,3aは、ボルト孔7,7にそれぞれ挿通されている。そして両端雄ネジ部3a,3aに固定ナット4,4がそれぞれ締め付けられている。   The main reinforcement 2 is installed between the pair of bolt holes 7 and 7 so as to extend in a direction perpendicular to the circumferential direction of the reinforcing bar holder 1, and the U-bolt 3 is attached to the outside so that the U-bolt 3 is wound around the main reinforcement 2 from the side. The both-end male screw portions 3a, 3a of each U bolt 3 are inserted through the bolt holes 7, 7, respectively. Fixing nuts 4 and 4 are fastened to the male screw portions 3a and 3a at both ends, respectively.

なお、Uボルト3はウェブ1bを挟んでその上下両側にそれぞれ取り付けられ、各Uボルト3の両端雄ネジ部3a,3aは主筋2を挟んでその両側のボルト孔7,7にそれぞれ挿通されている。また、比較的簡易な鉄筋かごの場合、Uボルト3は各主筋2の固定箇所につき一個でもよい。   The U bolts 3 are attached to both the upper and lower sides of the web 1b, and both male screw portions 3a, 3a of each U bolt 3 are inserted into the bolt holes 7, 7 on both sides of the main bar 2, respectively. Yes. Further, in the case of a relatively simple rebar cage, one U-bolt 3 may be provided for each fixing point of the main reinforcement 2.

以上のような構成により、複数の主筋2はその上下両端部および中間部の三箇所が鉄筋保持具1の外側部にそれぞれ固定され、その外側にフープ筋5が巻きかけられている。なお、フープ筋5は主筋2に結束線や主筋2に影響を及ぼさない程度の溶接によって固定されている。   With the above-described configuration, the plurality of main reinforcing bars 2 are fixed to the outer part of the reinforcing bar holder 1 at both the upper and lower ends and the middle part, and the hoop bars 5 are wound around the outer side. The hoop bar 5 is fixed to the main bar 2 by welding so as not to affect the binding line or the main bar 2.

図4−図6は、本発明の他の実施形態を示し、特に鉄筋保持具8は、鉄筋保持具1と同様にH形鋼から形成され、その断面の強軸と平行な鉛直軸を中心に所定径の円形リング状に形成されている。   4 to 6 show other embodiments of the present invention. In particular, the reinforcing bar holder 8 is formed of an H-shaped steel like the reinforcing bar holder 1 and is centered on a vertical axis parallel to the strong axis of the cross section. Are formed in a circular ring shape having a predetermined diameter.

また、外側部に主筋2をセットするための凹部9が鉄筋保持具8の円周方向に所定間隔おきに形成されている。凹部9は外側のフランジ8aとウェブ8bの一部を水平にU字状に切り欠く等の方法により形成されている。   Moreover, the recessed part 9 for setting the main reinforcement 2 to an outer side part is formed in the circumferential direction of the reinforcing bar holder 8 at predetermined intervals. The concave portion 9 is formed by a method of horizontally cutting a part of the outer flange 8a and the web 8b into a U shape.

また、内側フランジ8cの凹部9と対応する位置に、複数のボルト孔7が鉄筋保持具8の円周方向に所定間隔おきに形成されている。ボルト孔7はウェブ8bを挟んでその上下両側に形成されている。また、ボルト孔7は鉄筋保持具8の円周方向および円周方向と直交する鉛直方向に隣り合う計4個を一組とし、鉄筋保持具8の円周方向に所定間隔おきに形成されている。   A plurality of bolt holes 7 are formed at predetermined intervals in the circumferential direction of the reinforcing bar holder 8 at positions corresponding to the recesses 9 of the inner flange 8 c. The bolt holes 7 are formed on both upper and lower sides of the web 8b. In addition, the bolt holes 7 are a set of a total of four adjacent in the circumferential direction of the reinforcing bar holder 8 and the vertical direction orthogonal to the circumferential direction, and are formed at predetermined intervals in the circumferential direction of the reinforcing bar holder 8. Yes.

このように形成された鉄筋保持具8は、鉄筋保持具1と同様に鉄筋かご6の上下両端部と中間部の少なくとも3箇所に設置されている。そして、鉄筋保持具8の外側部に複数の主筋2が鉄筋保持具8の円周方向に所定間隔おきに設置されている。   The reinforcing bar holder 8 formed in this way is installed at at least three locations, the upper and lower ends and the middle part of the reinforcing bar cage 6, similarly to the reinforcing bar holder 1. A plurality of main bars 2 are installed on the outer side of the reinforcing bar holder 8 at predetermined intervals in the circumferential direction of the reinforcing bar holder 8.

主筋2は凹部9内にそれぞれ鉄筋保持具8の円周方向と直交する方向に沿って設置され、その外側にUボルト3が主筋2を真横から巻き込むように取り付けられ、各Uボルト3の両端雄ネジ部3a,3aは、ボルト孔7,7にそれぞれ挿通されている。そして両端雄ネジ部3a,3aに固定ナット4,4がそれぞれ締め付けられている。   The main bars 2 are installed in the recesses 9 along the direction perpendicular to the circumferential direction of the reinforcing bar holder 8, and U bolts 3 are attached to the outside so as to wind the main bars 2 from the side. The male screw portions 3a and 3a are inserted through the bolt holes 7 and 7, respectively. Fixing nuts 4 and 4 are fastened to the male screw portions 3a and 3a at both ends, respectively.

なお、Uボルト3はウェブ8bを挟んでその上下両側にそれぞれ取り付けられ、各Uボルト3の両端雄ネジ部3a,3aは主筋2を挟んでその両側のボルト孔7,7にそれぞれ挿通されている。   The U bolts 3 are attached to both the upper and lower sides of the web 8b, and both male screw portions 3a, 3a of each U bolt 3 are inserted into the bolt holes 7, 7 on both sides of the main bar 2, respectively. Yes.

図7−図10は、同じく本発明の他の実施形態を示し、図7は山形鋼からなる鉄筋保持具8とUボルト3が用いられた鉄筋の組立構造を示したものである。図8は溝形鋼からなる鉄筋保持具8とUボルト3が用いられた鉄筋の組立構造を示したものである。   FIGS. 7 to 10 also show another embodiment of the present invention, and FIG. 7 shows an assembling structure of reinforcing bars using the reinforcing bar holder 8 made of angle iron and the U bolt 3. FIG. 8 shows an assembling structure of a reinforcing bar using a reinforcing bar holder 8 made of channel steel and a U bolt 3.

図9は、H形鋼からなる鉄筋保持具8とUボルト3が用いられた鉄筋の組立構造を示したものであり、この場合の鉄筋保持具8は、H形鋼をその断面の弱軸Y−Yと平行な鉛直軸を中心に円形状に曲げ加工することにより形成されている。また、Uボルト3の両端雄ネジ部3a,3aは、鉄筋保持具8のウェブ8bに形成されたボルト孔7,7にそれぞれ挿通されている。   FIG. 9 shows a rebar assembly structure in which a reinforcing bar holder 8 made of H-shaped steel and a U-bolt 3 are used. In this case, the reinforcing bar holder 8 is composed of an H-shaped steel and a weak axis in its cross section. It is formed by bending into a circular shape around a vertical axis parallel to YY. Further, the male screw portions 3 a and 3 a at both ends of the U bolt 3 are respectively inserted into bolt holes 7 and 7 formed in the web 8 b of the reinforcing bar holder 8.

そして、図10は、山形鋼からなる鉄筋保持具8と鉄筋などから簡易に形成された鉄筋固定具10が用いられた鉄筋の組立構造を示したものである。この場合の鉄筋固定具10は、主筋3に水平に巻き掛けられた水平U字部10aと鉄筋保持具8に鉛直に巻き掛けられた鉛直U字部10bとから形成されている。   FIG. 10 shows an assembling structure of a reinforcing bar using a reinforcing bar holder 8 made of angle steel and a reinforcing bar fixture 10 simply formed from a reinforcing bar or the like. The reinforcing bar fixing tool 10 in this case is formed of a horizontal U-shaped part 10 a that is wound around the main bar 3 horizontally and a vertical U-shaped part 10 b that is wound around the reinforcing bar holder 8 vertically.

水平U字部10aと鉛直U字部10bは、例えば一本の鉄筋を曲げ加工する等の方法により主筋3と鉄筋保持具8間に巻き込むように形成され、その開口側の端部に雄ねじ部10c,10cがそれぞれ形成されている。   The horizontal U-shaped portion 10a and the vertical U-shaped portion 10b are formed so as to be wound between the main reinforcing bar 3 and the reinforcing bar holder 8 by, for example, a method of bending a single reinforcing bar, and a male screw part at the end on the opening side. 10c and 10c are formed, respectively.

そして、雄ねじ部10c,10cには固定プレート11が取り付けられ、その上から固定ナット4,4が締め付けられている。   Then, a fixing plate 11 is attached to the male screw portions 10c, 10c, and fixing nuts 4, 4 are fastened from above.

なお、鉄筋の径が太く曲げ加工が困難なときは、図10(c)に図示するように、水平U字部10aの中心を通る水平軸S−Sを境にその両側部分を別々に形成し、これを後から溶接して鉄筋固定具10とすることもできる。この実施形態によれば、鉄筋保持具8にボルト孔7を形成する必要がないので、コスト削減が図れる。   When the diameter of the reinforcing bar is large and bending is difficult, as shown in FIG. 10 (c), both side portions are separately formed with the horizontal axis SS passing through the center of the horizontal U-shaped portion 10a as a boundary. And it can also be welded afterward to make the reinforcing bar fixture 10. According to this embodiment, since it is not necessary to form the bolt hole 7 in the reinforcing bar holder 8, the cost can be reduced.

また、鉄筋固定具10の形状は、図示するような形状に限定されるものではなく、鉄筋保持具8に用いられる形鋼の断面形状に合せて決められる。   Further, the shape of the reinforcing bar fixture 10 is not limited to the shape shown in the figure, and is determined according to the cross-sectional shape of the shape steel used for the reinforcing bar holder 8.

次に、鉄筋の組立方法を説明すると、最初に組み立てられる主筋2の長手方向の両端部と中間部の少なくとも3箇所に鉄筋保持具1を配置する。次に、3箇所の鉄筋保持具1,1間の外側部に主筋2を架け渡し、その長手方向の両端部と中間部を各鉄筋保持具1の外側部にUボルト3と固定ナット4によってそれぞれ固定する。   Next, a method for assembling the reinforcing bars will be described. The reinforcing bar holders 1 are disposed at at least three positions, that is, the both ends in the longitudinal direction and the middle part of the main reinforcing bars 2 to be assembled first. Next, the main bar 2 is bridged to the outer part between the three reinforcing bar holders 1, 1, and both longitudinal ends and intermediate parts thereof are connected to the outer part of each reinforcing bar holder 1 by U bolts 3 and fixing nuts 4. Fix each one.

この場合、主筋2は、最初4本を鉄筋保持具1の円周方向に90度間隔で取り付けることにより円筒形の形状を保持させる。そして、次に先に取り付けた主筋2,2間に次の主筋2を取り付けることにより組立作業を効率的に行なうことができる。   In this case, the main reinforcing bars 2 are held in a cylindrical shape by attaching four main bars 2 at 90 degree intervals in the circumferential direction of the reinforcing bar holder 1 at the beginning. Then, the assembly work can be efficiently performed by attaching the next main reinforcement 2 between the main reinforcements 2 and 2 attached first.

こうして、複数の鉄筋保持具1,1間の外側部に複数の主筋2を架け渡し、各鉄筋保持具1,1の外側部にUボルト3と固定ナット4によって固定することにより、複数の主筋2を円筒形に組み立てることができる。そして、主筋2の組み立てが完了したらその外側にフープ筋5を配筋する。   In this way, a plurality of main bars 2 are bridged on the outer side between the plurality of reinforcing bar holders 1, 1, and fixed to the outer side of each of the reinforcing bar holders 1, 1 by the U bolt 3 and the fixing nut 4. 2 can be assembled into a cylindrical shape. And if the assembly of the main reinforcement 2 is completed, the hoop reinforcement 5 will be arranged on the outer side.

本発明は、主として場所打ちコンクリートの基礎杭に用いられる複数の主筋を溶接によらないで容易に組み立てることができる。   The present invention can easily assemble a plurality of main bars mainly used for a foundation pile of cast-in-place concrete without welding.

1 鉄筋保持具
1a フランジ
1b ウェブ
1c フランジ
2 主筋
3 Uボルト
3a 雄ネジ部
4 固定ナット
5 フープ筋
6 鉄筋かご
7 ボルト孔
8 鉄筋保持具
8a フランジ
8b ウェブ
8c フランジ
9 凹部
10 鉄筋固定具
10a 水平U字部
10b 鉛直U字部
11 固定プレート
DESCRIPTION OF SYMBOLS 1 Reinforcing bar holder 1a Flange 1b Web 1c Flange 2 Main bar 3 U bolt 3a Male thread part 4 Fixing nut 5 Hoop bar 6 Reinforcement basket 7 Bolt hole 8 Reinforcing bar holder 8a Flange 8b Web 8c Flange 9 Recess 10 Reinforcing bar fixture 10a Horizontal U Character part 10b Vertical U character part 11 Fixed plate

Claims (3)

複数の鉄筋をその直径方向に所定間隔をおいて環状に保持する複数の鉄筋保持具と、前記鉄筋を前記鉄筋保持具にそれぞれ固定する複数の鉄筋固定具とから構成され、前記鉄筋保持具は形鋼よりその軸直角方向軸と平行な軸を中心に環状に形成され、前記鉄筋固定具は前記鉄筋に巻き掛けられ、かつ前記鉄筋保持具に取り付けられなる鉄筋の組立構造において、前記鉄筋保持具は前記H形鋼よりH形鋼の強軸と平行な軸を中心に円形リング状に形成され、当該H形鋼のフランジの外側面部にH形鋼の長手方向に波模様状に連続するずれ防止用の凹凸が設けられ、かつ当該フランジの外側面部に前記複数の鉄筋が保持されていることを特徴とする鉄筋の組立構造。 A plurality of reinforcing bar holders that hold a plurality of reinforcing bars in a ring shape at predetermined intervals in the diameter direction, and a plurality of reinforcing bar fixtures that fix the reinforcing bars to the reinforcing bar holders, respectively. is formed annularly around the axis parallel to the axis thereof perpendicular axis than the H-shaped steel, the rebar fastener can be wound around the reinforcing bars, and the assembly structure rebar Naru attached to the reinforcing bar holding device, the reinforcing bar The holder is formed in a circular ring shape around the axis parallel to the strong axis of the H-shaped steel than the H-shaped steel, and is continuous in a wave pattern in the longitudinal direction of the H-shaped steel on the outer surface of the flange of the H-shaped steel. An assembling structure for reinforcing bars, wherein unevenness for preventing slippage is provided, and the plurality of reinforcing bars are held on an outer surface portion of the flange . 鉄筋保持具の側部に複数のボルト孔が形成され、鉄筋固定具は前記ボルト孔に挿通してあることを特徴とする請求項1記載の鉄筋の組立構造。   The rebar assembly structure according to claim 1, wherein a plurality of bolt holes are formed in a side portion of the reinforcing bar holder, and the reinforcing bar fixture is inserted through the bolt hole. 鉄筋固定具は、UボルトとUボルトの雄ネジ部に締め付けられる固定ナットからなることを特徴とする請求項1または2に記載の鉄筋の組立構造。 The reinforcing bar assembly structure according to claim 1 or 2 , wherein the reinforcing bar fixture includes a U bolt and a fixing nut fastened to a male screw portion of the U bolt.
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CN104652422A (en) * 2014-12-28 2015-05-27 上海市机械施工集团有限公司 Device and method for connecting reinforcing bars of pile foundation reinforcing cage

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JP6068960B2 (en) * 2012-04-27 2017-01-25 有限会社日幸開発 Joining structure of main bar and strip, joining method, installation tool
KR101504629B1 (en) 2014-01-24 2015-03-30 한국수력원자력 주식회사 Rebar positioning device for the rc-sc connection
CN109332982B (en) * 2018-11-30 2021-01-19 中国一冶集团有限公司 Steel bar butt joint positioning device for pile foundation steel reinforcement cage machining and construction method
JP7129327B2 (en) * 2018-12-15 2022-09-01 有限会社大正鉄筋工業 Reinforcing member and method for manufacturing reinforcing member

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JP2003184077A (en) * 2001-12-12 2003-07-03 Kyoto Supeesaa:Kk Metal fixture for fixing main reinforcing bar of pile and l-shaped steel
JP2006046031A (en) * 2004-07-30 2006-02-16 Kyoto Supeesaa:Kk Non-welding fixing hardware of main reinforcement of cast-in place pile

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Publication number Priority date Publication date Assignee Title
CN104652422A (en) * 2014-12-28 2015-05-27 上海市机械施工集团有限公司 Device and method for connecting reinforcing bars of pile foundation reinforcing cage
CN104652422B (en) * 2014-12-28 2017-04-05 上海市机械施工集团有限公司 For the device and method of pile foundation steel bar cage bar connecting

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