JP7129327B2 - Reinforcing member and method for manufacturing reinforcing member - Google Patents

Reinforcing member and method for manufacturing reinforcing member Download PDF

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JP7129327B2
JP7129327B2 JP2018235005A JP2018235005A JP7129327B2 JP 7129327 B2 JP7129327 B2 JP 7129327B2 JP 2018235005 A JP2018235005 A JP 2018235005A JP 2018235005 A JP2018235005 A JP 2018235005A JP 7129327 B2 JP7129327 B2 JP 7129327B2
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久也 仲村渠
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有限会社大正鉄筋工業
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本発明は、場所打ち杭工法等に使用される鉄筋籠の補強部材、および、補強部材の製造方法に関するものである。 TECHNICAL FIELD The present invention relates to a reinforcement member for a reinforcing bar cage used in a cast-in-place pile construction method or the like, and a method for manufacturing the reinforcement member.

従来、ビル等のコンクリート製建造物を建設する際には、建造物を地盤上に安定して支持するための基礎構造として、鉄筋コンクリート杭が地中深くに打設される。場所打ち杭工法による鉄筋コンクリート杭の施工では、先ず、掘削機によって地盤に縦穴を掘削する。そして、多数の鉄筋を縦横に交差させて立体的に組み上げた鉄筋籠と呼ばれる鉄筋組立体を縦穴の内部に挿入した後、コンクリートを流しこむことにより、鉄筋コンクリート杭が構築される。 Conventionally, when constructing a concrete structure such as a building, reinforced concrete piles are driven deep into the ground as a foundation structure for stably supporting the structure on the ground. In the construction of reinforced concrete piles by the cast-in-place pile method, first, a vertical hole is excavated in the ground by an excavator. Then, a reinforced concrete pile is constructed by inserting a reinforcing bar assembly called a reinforcing bar cage, which is three-dimensionally assembled by crossing many reinforcing bars vertically and horizontally, into the vertical hole and then pouring concrete into the vertical hole.

鉄筋コンクリート杭に埋め込まれる鉄筋籠は、建設現場付近または工場等で円筒形状に組み上げられた後に建設現場へ搬送され、クレーン等により吊り上げるようにして起立させ、掘削した縦穴の内部に建て込まれる。このような鉄筋籠は、円周上の中心軸方向に配列された多数の主筋と、これらの主筋回りに巻回される多数のフープ筋とを含んで構成されており、主筋とフープ筋との交差部分は、鉄線結束、溶接等により接合されている。 Reinforcement cages embedded in reinforced concrete piles are assembled into a cylindrical shape near the construction site or in a factory, etc., transported to the construction site, erected by lifting with a crane or the like, and erected inside the excavated vertical hole. Such a reinforcing bar cage includes a large number of main reinforcing bars arranged in the direction of the central axis on the circumference and a large number of hoop reinforcing bars wound around the main reinforcing bars. are joined by iron wire binding, welding, or the like.

さらに、鉄筋籠の剛性を高めるために、鉄筋籠の内側から各主筋に接するように補強用の環状鋼材が配置され、この環状鋼材は、各主筋にそれぞれ強固に溶接または無溶接金具により固定されている。例えば、特許文献1には、帯鋼の両端部を互いに重ね合わせて溶接等で接合することで形成された環状鋼材(補強リング)を備えた鉄筋籠が開示されている。 Furthermore, in order to increase the rigidity of the reinforcing bar cage, a reinforcing ring steel material is placed so as to contact each main reinforcing bar from the inside of the reinforcing bar cage. ing. For example, Patent Literature 1 discloses a reinforcing bar cage provided with an annular steel member (reinforcing ring) formed by overlapping both end portions of steel strips and joining them by welding or the like.

特開2008-50803号公報Japanese Patent Application Laid-Open No. 2008-50803

ところで、巨大建造物の基礎となる鉄筋コンクリート杭は、建造物本体を安定して支持するために大口径かつ長尺に形成される場合、内部に埋め込まれる鉄筋籠のサイズも大型になり、鉄筋籠全体の重量が極めて重くなる。このような場合、鉄筋籠の剛性が十分でない場合には、鉄筋籠の組立、搬送、掘削した縦穴への建て込み等の過程において、鉄筋籠が自重によって捩れたり撓んだりして大きく変形してしまうおそれがある。特に、大口径の鉄筋籠(一般的に1400mm程度以上の径を有するもの)では、口径が大きければ大きいほど、上記特許文献1の帯鋼を用いた補強リングのみでは鉄筋籠の剛性を十分に確保することが困難なため、鉄筋籠が型崩れを起こしたり、最悪の場合には崩壊してしまったりするおそれがある。また、鉄筋コンクリート杭の内部に鉄筋籠が埋め込まれ、当該鉄筋コンクリート杭が建造物本体を支持している状態で、建造物本体が地震などで揺れた際に上記環状鋼材(補強リング)が変形してしまった場合には、当該環状鋼材(補強リング)から主筋が乖離してしまうことがあり、当該鉄筋コンクリート杭の剛性が当初よりも大幅に低下するおそれがあった。 By the way, when reinforced concrete piles, which are the foundation of a huge building, are formed with a large diameter and a long length in order to stably support the building body, the size of the reinforcing bar cage embedded inside also becomes large. The overall weight becomes extremely heavy. In such cases, if the rigidity of the reinforcing bar cage is not sufficient, the reinforcing bar cage will be twisted or bent due to its own weight during the process of assembling, transporting, and setting into the excavated vertical hole. There is a risk of In particular, in the case of a large-diameter rebar cage (generally having a diameter of about 1400 mm or more), the larger the diameter, the more the rigidity of the rebar cage can be sufficiently increased with only the reinforcing ring using the band steel of Patent Document 1. Because it is difficult to secure, the reinforcing bar cage may lose its shape or, in the worst case, collapse. In addition, in a state in which a reinforced concrete pile is embedded with a reinforced concrete pile and the reinforced concrete pile supports the building body, when the building body shakes due to an earthquake or the like, the annular steel member (reinforcing ring) deforms. In the case that the pile is closed, the main reinforcement may separate from the annular steel material (reinforcing ring), and there is a risk that the rigidity of the reinforced concrete pile will be greatly reduced from the initial level.

そこで、鉄筋籠における補強用の環状鋼材として、断面L字形の長尺のアングル材(山形鋼材)を長手方向に曲げ加工を行い、アングル材の両端部を結合したリング状部材(図9(a)参照)を用いる場合がある。このようなリング状部材の製造工程においては、鉄筋籠の剛性を高めるために、アングル材を可能な限り真円に近づけることが求められる。 Therefore, as a ring-shaped steel material for reinforcement in the reinforcing bar cage, a long angle material (angle steel material) with an L-shaped cross section is bent in the longitudinal direction, and a ring-shaped member (Fig. 9 (a) )) may be used. In the manufacturing process of such a ring-shaped member, in order to increase the rigidity of the reinforcing bar cage, it is required to make the angle material as close to a perfect circle as possible.

しかしながら、アングル材をリング状に曲げ加工する際には、ねじれが生じる場合があり、真円度の良いリング状部材を製造することは難しいという問題がある。また、アングル材は、曲げ強度の高い鋼材であるため、リング状に加工する過程で、曲げ加工を何度も繰り返して徐々に曲げて真円に近づけていく作業を行う必要があり、リング状部材の製造工程が煩雑になる。よって、リング状部材の製造には、多くの手間および時間がかかり、コストも高くなるという問題がある。また、鉄筋籠の主筋とリング状部材とを固定する場合、以下のような問題がある。 However, when the angle material is bent into a ring shape, it may be twisted, and there is a problem that it is difficult to manufacture a ring-shaped member with good roundness. In addition, since the angle material is a steel material with high bending strength, it is necessary to repeat the bending process many times in the process of processing the angle material into a ring shape to gradually bend it closer to a perfect circle. The manufacturing process of the member becomes complicated. Therefore, the manufacturing of the ring-shaped member has the problem that it takes a lot of labor and time, and the cost is also high. Moreover, when fixing the main reinforcement of a reinforcing bar cage and a ring-shaped member, there exist the following problems.

図9(a)、(b)は、従来のリング状部材を示す図である。図9(a)、(b)に示すように、リング状部材401の一方の平板部402は、内周面402aと外周面402bとを有し、短い円筒形状になっている。また他方の平板部403は、一方の平板部402の片方の周縁からリング状部材401の中心方向へ向かって鍔状に張り出すように形成されている。そして、図9(b)に示すように、主筋411は、リング状部材401の平板部402の外周面402bに当接するように配置される。 9(a) and 9(b) are diagrams showing a conventional ring-shaped member. As shown in FIGS. 9A and 9B, one flat plate portion 402 of the ring-shaped member 401 has an inner peripheral surface 402a and an outer peripheral surface 402b and has a short cylindrical shape. The other flat plate portion 403 is formed to protrude from one peripheral edge of the one flat plate portion 402 toward the center of the ring-shaped member 401 in the shape of a flange. Then, as shown in FIG. 9B, the main reinforcement 411 is arranged so as to contact the outer peripheral surface 402b of the flat plate portion 402 of the ring-shaped member 401. As shown in FIG.

ここで、主筋411とリング状部材401とを固定する手段として溶接を用いる場合、主筋411とリング状部材401の平板部402の外周面402bとの当接部分は、溶接により接合されることになる。しかしながら、アングル材をリング状に曲げ加工して、歪みまたは反りがない平滑な平板部を形成することは難しく、実際には、図9(b)に示したように、平板部402の外周面402bは歪みまたは反りを生じてしまうので、主筋411と平板部402の外周面402bとの間に、隙間405、406が生じてしまう。 Here, when welding is used as means for fixing the main reinforcement 411 and the ring-shaped member 401, the contact portion between the main reinforcement 411 and the outer peripheral surface 402b of the flat plate portion 402 of the ring-shaped member 401 is joined by welding. Become. However, it is difficult to bend the angle material into a ring shape to form a smooth flat plate portion without distortion or warp. In practice, as shown in FIG. Since the 402b is distorted or warped, gaps 405 and 406 are formed between the main reinforcement 411 and the outer peripheral surface 402b of the flat plate portion 402 .

このような場合、高い溶接技術が求められるので、作業者の熟練度によって溶接強度および溶接品質に差が生じ、鉄筋籠の剛性にばらつきが出る可能性が高いという問題がある。また、主筋411と平板部402の外周面402bとの接触面積が少なく隙間が多い場合には、年月の経過とともに溶接部分における腐食が発生しやすくなり強度が低下したり、溶接部分から破断してしまったりするおそれがある。 In such a case, since a high welding technique is required, there is a problem that there is a high possibility that the welding strength and welding quality will vary depending on the skill level of the worker, and that the rigidity of the reinforcing bar cage will vary. In addition, when the contact area between the main reinforcement 411 and the outer peripheral surface 402b of the flat plate portion 402 is small and the gap is large, the welded portion is likely to corrode over time, resulting in a decrease in strength or breakage from the welded portion. There is a risk that it will become loose.

そこで、本発明は、上記課題に鑑みなされたものであって、従来よりも容易に製造でき、鉄筋籠の主筋に確実かつ強固に固定することができる、リング状の補強部材を提供することを目的とする。 Therefore, the present invention has been made in view of the above problems, and aims to provide a ring-shaped reinforcing member that can be manufactured more easily than before and can be reliably and firmly fixed to the main reinforcement of a reinforcing bar cage. aim.

(1) 本発明は、交差する複数の主筋と複数のフープ筋とを備えた鉄筋籠を補強する補強部材であって、第1の長尺平板の長手方向について曲げ加工し、両端部を結合して環状に成形してなるリング状部材と、第2の長尺平板の長手方向の側面について曲げ加工し、両端部を結合して環状に成形してなるフランジ部材と、を備え、前記フランジ部材の外周縁が、前記リング状部材の内周面に接合されており、前記主筋と幅方向に当接する前記リング状部材の外周面が平滑であることを特徴とするものである。 (1) The present invention is a reinforcing member for reinforcing a reinforcing bar cage having a plurality of intersecting main reinforcements and a plurality of hoop reinforcements, wherein a first long flat plate is bent in the longitudinal direction and both ends are joined together. and a flange member formed by bending the longitudinal side surface of a second long flat plate and joining both ends to form an annular shape, wherein the flange The outer peripheral edge of the member is joined to the inner peripheral surface of the ring-shaped member, and the outer peripheral surface of the ring-shaped member that contacts the main reinforcement in the width direction is smooth.

(2) 上記(1)の補強部材においては、前記主筋を係止する係止部を有した一対のボルトと、前記一対のボルトに取り付け可能な一対のナットとを有している固定具を複数備えており、前記リング状部材が、前記一対のボルトを挿通可能な一対のボルト挿通孔を少なくとも前記固定具と同数有していることが好ましい。 (2) In the reinforcing member of (1) above, a fixture having a pair of bolts having locking portions for locking the main reinforcing bars and a pair of nuts attachable to the pair of bolts is provided. It is preferable that the ring-shaped member has at least as many bolt insertion holes as the fasteners, through which the pair of bolts can be inserted.

(3) 別の観点として、本発明は、交差する複数の主筋と複数のフープ筋とを備えた鉄筋籠を補強する補強部材の製造方法であって、第1の長尺平板の長手方向について曲げ加工し、両端部を結合して環状に成形し、リング状部材を形成する工程と、第2の長尺平板の長手方向の側面について曲げ加工し、両端部を結合して環状に成形し、フランジ部材を形成する工程と、前記フランジ部材の外周縁を前記リング状部材の内周面に接合する工程と、を有しているものである。 (3) From another aspect, the present invention provides a method for manufacturing a reinforcing member for reinforcing a reinforcing bar cage having a plurality of intersecting main reinforcements and a plurality of hoop reinforcements, comprising: a step of bending and joining both ends to form a ring shape to form a ring-shaped member; bending the longitudinal side surface of the second long flat plate and joining both ends to form a ring shape; a step of forming a flange member; and a step of joining the outer peripheral edge of the flange member to the inner peripheral surface of the ring-shaped member.

本発明によれば、従来よりも容易に製造でき、鉄筋籠の主筋に確実かつ強固に固定することができる、リング状の補強部材を提供することができる。 Advantageous Effects of Invention According to the present invention, it is possible to provide a ring-shaped reinforcing member that can be manufactured more easily than before and that can be securely and firmly fixed to the main reinforcement of a reinforcing bar cage.

また、本発明の補強部材は、安価なフラットバーを用いて製造することができるため、高価なアングル材をリング状に曲げ加工して製造する従来の補強部材よりも、製造コストを大幅に抑えることができる。また、フラットバーは、アングル材よりも加工性に優れており、曲げ加工にかかる時間も短縮することができる。 In addition, since the reinforcing member of the present invention can be manufactured using an inexpensive flat bar, the manufacturing cost is greatly reduced compared to the conventional reinforcing member manufactured by bending an expensive angle material into a ring shape. be able to. In addition, the flat bar has better workability than the angle material, and the time required for bending can be shortened.

また、従来の補強部材の製造において、曲げ加工を行うアングル材(等辺山形鋼材、不等辺山形鋼材、不等辺不等厚山形鋼材など)は、予め決められた形状寸法の規格品を用いるが、本発明の補強部材は、鉄筋籠の重量、長さ、径の大きさ、剛性などを考慮して、形状寸法(厚み、幅など)を自由に設定することができる。 In addition, in the production of conventional reinforcing members, standard products with predetermined shapes and dimensions are used for the angle materials (equal-sided angle steel, unequal-sided angle steel, unequal-sided angle steel, unequal thickness angle steel, etc.) to be bent. The shape and dimensions (thickness, width, etc.) of the reinforcing member of the present invention can be freely set in consideration of the weight, length, diameter, rigidity, etc. of the reinforcing bar cage.

また、本発明の補強部材と鉄筋籠の主筋との交差部分を溶接により接合する場合、補強部材の接合面は平滑な面形状となるので、従来よりも溶接欠陥の発生を低減し、溶接強度および溶接品質を向上させることができ、鉄筋籠の剛性を十分に確保することができる。 In addition, when the reinforcing member of the present invention and the main reinforcement of the reinforcing bar cage are joined by welding, the joint surface of the reinforcing member has a smooth surface shape, so that the occurrence of welding defects is reduced and the welding strength is improved. And the welding quality can be improved, and the rigidity of the reinforcing bar cage can be sufficiently secured.

したがって、本発明の補強部材を用いることにより、大口径の鉄筋籠の組立、搬送、建て込み等の過程で発生する型くずれ等の変形を防止するためのコストを大幅に削減することができ、鉄筋籠の組立等の作業効率を高めることができる。 Therefore, by using the reinforcing member of the present invention, it is possible to greatly reduce the cost for preventing deformation such as deformation such as deformation that occurs in the process of assembling, transporting, erecting, etc. of a large-diameter reinforcing bar cage. It is possible to improve work efficiency such as basket assembly.

本発明の第1実施形態に係る補強部材を用いた鉄筋籠を示す斜視図である。1 is a perspective view showing a reinforcing bar cage using reinforcing members according to a first embodiment of the present invention; FIG. 図1の鉄筋籠を示す平面図である。FIG. 2 is a plan view showing the reinforcing bar cage of FIG. 1; 本発明の第1実施形態に係る補強部材を示す図であって、(a)は補強部材のリング状部材の斜視図であり、(b)は補強部材のフランジ部材の斜視図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a figure which shows the reinforcement member which concerns on 1st Embodiment of this invention, Comprising: (a) is a perspective view of the ring-shaped member of a reinforcement member, (b) is a perspective view of the flange member of a reinforcement member. 図1の鉄筋籠の補強部材と主筋との交差部分を示す図であって、(a)は縦断側面図であり、(b)は鉄筋籠の内側から交差部分を見た図である。1. It is a figure which shows the intersection part of the reinforcement member and main reinforcement of the reinforcing bar cage of FIG. 1, (a) is a longitudinal side view, (b) is the figure which looked at the intersection part from the inside of a reinforcing bar cage. 本発明の第2実施形態に係る補強部材を用いた鉄筋籠を示す平面図である。FIG. 7 is a plan view showing a reinforcing bar cage using reinforcing members according to a second embodiment of the present invention; 本発明の第2実施形態に係る補強部材のリング状部材の斜視図である。FIG. 8 is a perspective view of a ring-shaped member of a reinforcing member according to a second embodiment of the present invention; 図5の鉄筋籠の補強部材と主筋との交差部分を示す図であって、(a)は縦断側面図であり、(b)は鉄筋籠の内側から交差部分を見た図である。It is a figure which shows the intersection part of the reinforcement member and main reinforcement of the reinforcing bar cage of FIG. 5, (a) is a longitudinal side view, (b) is the figure which looked at the intersection part from the inside of a reinforcing bar cage. 本変形例に係る補強部材を示す斜視図である。It is a perspective view which shows the reinforcement member which concerns on this modification. (a)は従来の補強部材(リング状部材)を示す斜視図であり、(b)は(a)の補強部材を用いた鉄筋籠の補強部材と主筋との交差部分を示す縦断側面図である。(a) is a perspective view showing a conventional reinforcing member (ring-shaped member), and (b) is a longitudinal side view showing an intersection of a reinforcing member and a main bar of a reinforcing bar cage using the reinforcing member of (a). be.

以下、図面を参照して、本発明の実施形態に係る補強部材について説明する。 Hereinafter, reinforcing members according to embodiments of the present invention will be described with reference to the drawings.

(第1実施形態)
図1に示すように、本発明の補強部材100を用いた鉄筋籠10は、複数本の主筋11と複数の環状のフープ筋12とを組み合わせることにより、円筒形状に形成される。主筋11は、直線状異形棒鋼の長尺の鉄筋であり、鉄筋籠10の中心軸方向と平行に円形をなすように所定間隔で配置されている。また、フープ筋12は、円環状に形成された鉄筋であり、主筋11全体を周囲から束ねるようにして設けられている。すなわち、各主筋11がフープ筋12の内周に略直交状態で接触するようになっている。このようなフープ筋12は、主筋11の長手方向に所定間隔をおいて複数配置される。そして、主筋11とフープ筋12とが接触する部分は、溶接によって接合されている。
(First embodiment)
As shown in FIG. 1, a reinforcing bar cage 10 using a reinforcing member 100 of the present invention is formed into a cylindrical shape by combining a plurality of main reinforcements 11 and a plurality of annular hoop reinforcements 12 . The main rebars 11 are long rebars of straight deformed bar steel, and are arranged at predetermined intervals so as to form a circular shape parallel to the central axis direction of the rebar cage 10 . Moreover, the hoop reinforcement 12 is a reinforcing bar formed in an annular shape, and is provided so as to bundle the entire main reinforcement 11 from the periphery. That is, each main reinforcement 11 contacts the inner circumference of the hoop reinforcement 12 in a substantially orthogonal state. A plurality of such hoop reinforcements 12 are arranged at predetermined intervals in the longitudinal direction of the main reinforcements 11 . The portions where the main reinforcement 11 and the hoop reinforcement 12 contact are joined by welding.

なお、この溶接による主筋11とフープ筋12とが接触する部分の接合は、緊結用の金属線によって主筋11とフープ筋12とを結束するようにしてもよい。また、円環状のフープ筋12の代わりに、例えば、螺旋状に形成されたスパイラル筋で主筋11全体を周囲から束ねるようにしてもよい。 In addition, the joining of the portion where the main reinforcement 11 and the hoop reinforcement 12 are in contact by welding may be performed by binding the main reinforcement 11 and the hoop reinforcement 12 with a metal wire for tightening. Further, instead of the annular hoop reinforcement 12, for example, a helically formed spiral reinforcement may be used to bundle the entire main reinforcement 11 from the periphery.

さらに、図1および図2に示すように、鉄筋籠10の内周側には、リング状の補強部材100が、複数箇所に設けられている。ここで、主筋11の長手方向における補強部材100同士の配置間隔は、フープ筋12同士の配置間隔よりも広い配置間隔である。この補強部材100は、各主筋11に対して略直交状態で交差しつつ、各主筋11に接触するようになっている。そして、補強部材100と各主筋11とが接触する部分は、溶接によって接合され、鉄筋籠10の形状を確実に保持することができるようになっている。 Furthermore, as shown in FIGS. 1 and 2 , ring-shaped reinforcing members 100 are provided at a plurality of locations on the inner peripheral side of the reinforcing bar cage 10 . Here, the arrangement interval between the reinforcing members 100 in the longitudinal direction of the main reinforcement 11 is wider than the arrangement interval between the hoop reinforcements 12 . The reinforcing member 100 is in contact with each main reinforcement 11 while crossing each main reinforcement 11 in a substantially orthogonal state. The portions where the reinforcing member 100 and each main reinforcement 11 contact are joined by welding so that the shape of the reinforcing bar cage 10 can be reliably maintained.

次に、補強部材100の構成について詳しく説明する。図2に示すように、補強部材100は、主筋11に接触するリング状部材20と、このリング状部材20の中心方向へ向かって鍔状に張り出すフランジ部材30とを備えている。 Next, the configuration of the reinforcing member 100 will be described in detail. As shown in FIG. 2, the reinforcing member 100 includes a ring-shaped member 20 that contacts the main reinforcement 11 and a flange member 30 that protrudes toward the center of the ring-shaped member 20 like a flange.

ここで、リング状部材20は、図3(a)に示すように、長尺平板の一例であるフラットバー(平鋼)を長手方向に曲げ加工を行い、フラットバーの両端部を結合して円環状に成形したものである。また、フランジ部材30は、図3(b)に示すように、長尺のフラットバー(平鋼)の長手方向の側面に対して曲げ加工を行い、フラットバーの両端部を結合して円環状に成形したものである。また、リング状部材20の内径の大きさとフランジ部材30の外径の大きさとは、ほぼ同じ径の大きさとなっており、リング状部材20の内周面21にフランジ部材30の外周縁31が接触するようになっている。そして、補強部材100は、断面がT字形(図4(a)参照)になるように、リング状部材20の内周面21とフランジ部材30の外周縁31とを所定間隔で2箇所以上または全周において溶接により接合することで製造される。よって、図4(a)、(b)に示すように、補強部材100は、フランジ部材30がリング状部材20の幅方向(主筋11の軸方向)の中央に位置するので、高い剛性を有する環状鋼材となっている。 Here, as shown in FIG. 3A, the ring-shaped member 20 is formed by bending a flat bar (flat steel), which is an example of a long flat plate, in the longitudinal direction, and connecting both ends of the flat bar. It is formed in an annular shape. As shown in FIG. 3(b), the flange member 30 is formed by bending the side surfaces of a long flat bar (flat steel) in the longitudinal direction, and joining both ends of the flat bar to form an annular shape. It is molded into The inner diameter of the ring-shaped member 20 and the outer diameter of the flange member 30 are substantially the same, and the inner peripheral surface 21 of the ring-shaped member 20 and the outer peripheral edge 31 of the flange member 30 are aligned. come into contact. The reinforcing member 100 has a T-shaped cross section (see FIG. 4(a)), and the inner peripheral surface 21 of the ring-shaped member 20 and the outer peripheral edge 31 of the flange member 30 are arranged at two or more locations at predetermined intervals. It is manufactured by joining by welding along the entire circumference. Therefore, as shown in FIGS. 4A and 4B, the reinforcing member 100 has high rigidity because the flange member 30 is positioned at the center of the ring-shaped member 20 in the width direction (the axial direction of the main reinforcement 11). It is made of circular steel.

なお、上記フラットバーの曲げ加工には、一般に市販されているバーベンダーなどのフラットバー加工機を使用可能である。また、フラットバーは、アングル材よりも加工性に優れており、安価であるので、アングル材を用いて製造する従来の補強部材よりも、製造にかかる時間およびコストを削減することができる。また、鉄筋籠10の重量、長さ、径の大きさ、剛性などを考慮して、リング状部材20またはフランジ部材30の幅、厚み、径の大きさを設定することができる。すなわち、補強部材100の形状寸法を自由に設定することが可能となる。 For bending the flat bar, a commercially available flat bar processing machine such as a bar bender can be used. In addition, since the flat bar is superior in workability to the angle material and is inexpensive, it is possible to reduce the manufacturing time and cost as compared with the conventional reinforcing member manufactured using the angle material. Further, the width, thickness, and diameter of the ring-shaped member 20 or the flange member 30 can be set in consideration of the weight, length, diameter, rigidity, etc. of the reinforcing bar cage 10 . That is, it is possible to freely set the shape and size of the reinforcing member 100 .

このような構成を有する補強部材100と各主筋11とを固定する際は、鉄筋籠10を横に倒した状態で、補強部材100を各主筋11に対して略直交状態で交差しつつ、各主筋11に接触するように配置する。そして、リング状部材20の外周面22と各主筋11とが接触している部分に溶接を行う。溶接が完了すると、高温に熱せられた溶接部分の温度が次第に低下し、この冷却過程によって溶接部分が収縮することで、補強部材100と各主筋11とが強力な力で相互に引き合うようになる。よって、補強部材100は、溶接による大きな接合力で各主筋11に確実かつ強固に固定される。このようにして補強部材100が鉄筋籠10に取り付けられた場合、各主筋11が剛性の高い補強部材100によって強力に支持されているので、従来よりも鉄筋籠10の形状安定性を向上させることができる。 When fixing the reinforcing member 100 having such a configuration to each main reinforcing bar 11, the reinforcing member 100 is crossed with each main reinforcing bar 11 in a substantially orthogonal state while the reinforcing bar cage 10 is laid down. It is arranged so as to be in contact with the main reinforcement 11 . Then, the portions where the outer peripheral surface 22 of the ring-shaped member 20 and each main reinforcement 11 are in contact are welded. When the welding is completed, the temperature of the welded portion heated to a high temperature gradually decreases, and the welded portion shrinks due to this cooling process, so that the reinforcing member 100 and each main reinforcing bar 11 are attracted to each other with a strong force. . Therefore, the reinforcing member 100 is reliably and firmly fixed to each main reinforcement 11 with a large welding force. When the reinforcing member 100 is attached to the reinforcing bar cage 10 in this way, each main reinforcing bar 11 is strongly supported by the reinforcing member 100 having high rigidity, so that the shape stability of the reinforcing bar cage 10 is improved more than before. can be done.

また、主筋11と交差し接触するリング状部材20の外周面22は、図4(a)に示すように、平滑(平坦)な面形状となっており、主筋11と外周面22との接触面積が、従来のアングル材を用いたものよりも広いので、従来よりも容易に溶接を行うことができ、作業者の熟練度による溶接のばらつきを抑えることができる。したがって、従来よりも、主筋11と補強部材100との交差部分における溶接強度および溶接品質を向上させることが溶接の熟練者でなくても容易であり、鉄筋籠10の剛性を十分に確保することができるようになる。 Further, the outer peripheral surface 22 of the ring-shaped member 20 that crosses and contacts the main reinforcement 11 has a smooth (flat) surface shape as shown in FIG. Since the area is wider than that using conventional angle material, welding can be performed more easily than before, and variations in welding due to the skill level of workers can be suppressed. Therefore, it is easier than before to improve the welding strength and welding quality at the intersection between the main reinforcement 11 and the reinforcing member 100 without being skilled in welding, and the rigidity of the reinforcing bar cage 10 can be sufficiently secured. will be able to

(第2実施形態)
次に、第2実施形態に係る補強部材について説明する。なお、本実施形態において、上述の第1実施形態と下2桁が同じ符号の部位は、特に説明する場合を除き、第1実施形態で説明したものと同様であるので説明および図示を省略する。
(Second embodiment)
Next, a reinforcing member according to the second embodiment will be described. In the present embodiment, portions having the same lower two digits as those of the first embodiment described above are the same as those described in the first embodiment, so description and illustration thereof will be omitted unless otherwise specified. .

第2実施形態に係る補強部材200においては、図5に示すように、リング状部材220と、フランジ部材230とを備えている。リング状部材220は、図5および図6に示すように、予めU字ボルト241を挿通するための一対のボルト挿通孔240を複数開設した、長尺のフラットバーを長手方向に曲げ加工を行い、フラットバーの両端部を結合して円環状に成形したものである。 A reinforcing member 200 according to the second embodiment includes a ring-shaped member 220 and a flange member 230, as shown in FIG. As shown in FIGS. 5 and 6, the ring-shaped member 220 is formed by bending a long flat bar in the longitudinal direction. , and a flat bar formed into an annular shape by connecting both ends thereof.

ここで、一対のボルト挿通孔240は、リング状部材220の内周面221および外周面222において、リング状部材220の幅方向の中央位置から所定距離ずれた位置(幅方向に偏在した位置)に設けられている。また、ボルト挿通孔240は、各主筋211に対応して2つずつ設けられている。そして、補強部材200は、リング状部材220の内周面221におけるボルト挿通孔240を閉塞しない位置において、フランジ部材230の外周縁231を所定間隔で2箇所以上または全周において溶接により接合することで製造される。すなわち、図7(a)、(b)に示すように、フランジ部材230が、リング状部材220の幅方向の中央位置から少しずれた位置(一例として図7(a)ではリング状部材220の中央位置より上部)において、溶接により接合されており、補強部材200の断面は、略T字形となる。 Here, the pair of bolt insertion holes 240 are located on the inner peripheral surface 221 and the outer peripheral surface 222 of the ring-shaped member 220 at positions shifted by a predetermined distance from the central position in the width direction of the ring-shaped member 220 (positions unevenly distributed in the width direction). is provided in Two bolt insertion holes 240 are provided corresponding to each main reinforcement 211 . The reinforcing member 200 is welded to the outer peripheral edge 231 of the flange member 230 at two or more locations at predetermined intervals or over the entire circumference at a position that does not close the bolt insertion hole 240 on the inner peripheral surface 221 of the ring-shaped member 220. Manufactured in That is, as shown in FIGS. 7(a) and 7(b), the flange member 230 is located at a position slightly displaced from the center position of the ring-shaped member 220 in the width direction (for example, in FIG. 7(a), the position of the ring-shaped member 220 is (above the central position) are joined by welding, and the cross section of the reinforcing member 200 is substantially T-shaped.

なお、図7(a)、(b)では、フランジ部材230が、リング状部材220の幅方向の中央位置から上方向にずれた位置に接合されているが、この位置に限定されるものではない。例えば、ボルト挿通孔240がリング状部材220の幅方向の中央位置から上方向に設けられている場合は、フランジ部材230をリング状部材220の幅方向の中央位置から下方向にずれた位置において、溶接により接合してもよい。 In FIGS. 7A and 7B, the flange member 230 is joined at a position shifted upward from the center position in the width direction of the ring-shaped member 220, but it is not limited to this position. do not have. For example, when the bolt insertion hole 240 is provided upward from the center position in the width direction of the ring-shaped member 220, the flange member 230 is shifted downward from the center position in the width direction of the ring-shaped member 220. , may be joined by welding.

なお、上記フラットバーの孔あけ加工には、一般に市販されている電動油圧式パンチャーなどのフラットバー加工機を使用可能である。また、フラットバーは、アングル材よりも加工性に優れているので、孔あけ加工後に曲げ加工を行ってもボルト挿通孔240が潰れてしまうことはない。また、第1実施形態と同様に、鉄筋籠210の重量、長さ、径の大きさ、剛性などを考慮して、リング状部材220またはフランジ部材230の幅、厚み、径の大きさを設定することができる。すなわち、補強部材200の形状寸法を自由に設定することが可能となる。 For punching the flat bar, a commercially available flat bar processing machine such as an electro-hydraulic puncher can be used. In addition, since the flat bar is superior in workability to the angle material, the bolt insertion hole 240 will not be crushed even if the bending process is performed after the drilling process. As in the first embodiment, the width, thickness, and diameter of the ring-shaped member 220 or the flange member 230 are set in consideration of the weight, length, diameter, rigidity, etc. of the reinforcing bar cage 210. can do. That is, it is possible to freely set the shape and size of the reinforcing member 200 .

このような構成を有する補強部材200と各主筋211とを固定する際は、鉄筋籠210を横に倒した状態で、補強部材200を各主筋211に対して略直交状態で交差しつつ、各主筋211に接触するように配置する。このとき、各主筋211とリング状部材220のボルト挿通孔240とが対応するように位置合わせを行う。そして、図7(a)に示すように、主筋211とリング状部材220との交差部分において、主筋211側からU字ボルト241をボルト挿通孔240に挿通して、ナット242で締め付けることにより、主筋211とリング状部材220とは圧接状態となる。したがって、補強部材200が各主筋211に確実かつ強固に固定されるので、鉄筋籠210の形状を確実に保持することができ、鉄筋籠210の剛性を高めることができる。 When fixing the reinforcing member 200 having such a configuration to each main reinforcing bar 211, the reinforcing member 200 is crossed with each main reinforcing bar 211 in a substantially orthogonal state while the reinforcing bar cage 210 is laid down. It arrange|positions so that the main reinforcement 211 may be contacted. At this time, alignment is performed so that each main reinforcement 211 and the bolt insertion hole 240 of the ring-shaped member 220 correspond to each other. Then, as shown in FIG. 7A, a U-shaped bolt 241 is inserted through the bolt insertion hole 240 from the main reinforcement 211 side at the intersection of the main reinforcement 211 and the ring-shaped member 220, and tightened with a nut 242. The main reinforcement 211 and the ring-shaped member 220 are in a pressure contact state. Therefore, since the reinforcing member 200 is securely and firmly fixed to each main reinforcement 211, the shape of the reinforcing bar cage 210 can be reliably maintained, and the rigidity of the reinforcing bar cage 210 can be increased.

以上、本発明の実施形態について図面に基づいて説明したが、具体的な構成は、これらの実施形態に限定されるものではないと考えられるべきである。本発明の範囲は、上記した実施形態の説明ではなく特許請求の範囲によって示され、さらに特許請求の範囲と均等の意味および範囲内でのすべての変更が含まれる。 Although the embodiments of the present invention have been described above based on the drawings, it should be considered that the specific configuration is not limited to these embodiments. The scope of the present invention is indicated by the scope of the claims rather than the description of the above-described embodiments, and includes all modifications within the meaning and scope equivalent to the scope of the claims.

上記各実施形態では、鉄筋籠の各主筋が1本(単筋)の場合について説明したが、これに限定されるものではなく、本発明の補強部材は、主筋が鉄筋籠の中心軸方向に向けて2本以上並べて配置される、いわゆる束ね筋方式の鉄筋籠に対しても適用することができる。また、第2実施形態において、主筋とリング状部材との交差部分を、U字ボルトおよびナットで締め付けて固定した後に、溶接により接合してもよい。 In each of the above-described embodiments, the case where each main reinforcing bar of the reinforcing bar cage is one (single reinforcing bar) has been described, but the reinforcing member of the present invention is not limited to this. It can also be applied to a so-called bundled bar type reinforcing bar cage in which two or more bars are arranged side by side. Further, in the second embodiment, the intersections of the main reinforcing bars and the ring-shaped member may be fixed by tightening with U-shaped bolts and nuts, and then joined by welding.

また、上記各実施形態において、補強部材の剛性を高めるために、補強部材に連結板を設けてもよい。以下、本発明の変形例について、図8に基づいて説明する。なお、本変形例において、上記各実施形態と下2桁が同じ符号の部位は、特に説明する場合を除き、上記各実施形態で説明したものと同様であるので説明および図示を省略する。 In addition, in each of the above-described embodiments, the reinforcing member may be provided with a connecting plate in order to increase the rigidity of the reinforcing member. A modification of the present invention will be described below with reference to FIG. In this modified example, portions having the same last two digits as those of the above-described embodiments are the same as those described in the above-described embodiments, so description and illustration thereof will be omitted unless otherwise specified.

図8に示すように、本変形例に係る補強部材300においては、リング状部材320と、フランジ部材330と、連結板350とを備えている。連結板350は、略直角三角形状の鋼板であり、補強部材300の周方向に所定間隔をおいて複数設けられている。この連結板350は、具体的には、リング状部材320の内周面321と、この内周面321に略直行するフランジ部材330の片方の面332とに接触するように配置され、溶接により取り付けられる。すなわち、連結板350とリング状部材320およびフランジ部材330とは、略直交状態となっており、補強部材300の剛性を高めることができる。 As shown in FIG. 8 , the reinforcing member 300 according to this modified example includes a ring-shaped member 320 , a flange member 330 and a connecting plate 350 . The connection plate 350 is a substantially right-angled triangular steel plate, and a plurality of the connection plates 350 are provided at predetermined intervals in the circumferential direction of the reinforcing member 300 . Specifically, the connecting plate 350 is arranged so as to contact the inner peripheral surface 321 of the ring-shaped member 320 and one surface 332 of the flange member 330 substantially orthogonal to the inner peripheral surface 321, and is welded. It is attached. That is, the connecting plate 350, the ring-shaped member 320, and the flange member 330 are substantially perpendicular to each other, and the rigidity of the reinforcing member 300 can be increased.

したがって、このように構成された補強部材300が、鉄筋籠310に溶接または無溶接金具により取り付けられた場合、従来よりも鉄筋籠310の形状安定性を一段と向上させることができ、鉄筋籠310の型くずれ等の変形を防止することができる。なお、本変形例の補強部材300において、連結板350は、フランジ部材330の片方の面332にのみ設けることとしたが、同様に、フランジ部材330の両方の面に設けてもよい。この場合、補強部材300の剛性をさらに高めることができる。 Therefore, when the reinforcing member 300 configured in this manner is attached to the reinforcing bar cage 310 by welding or non-welding metal fittings, the shape stability of the reinforcing bar cage 310 can be further improved than in the conventional art. Deformation such as deformation can be prevented. In addition, in the reinforcing member 300 of this modified example, the connecting plate 350 is provided only on one surface 332 of the flange member 330 , but may be provided on both surfaces of the flange member 330 similarly. In this case, the rigidity of reinforcing member 300 can be further increased.

また、補強部材300においては、さらに、上記第2実施形態のように、一対のボルト挿通孔を複数設けるとともに、∪字ボルトおよびナットで主筋を締め付けて固定したものであってもよい。 Further, in the reinforcing member 300, as in the second embodiment, a plurality of pairs of bolt insertion holes may be provided, and the main reinforcement may be fixed by tightening the ∪-shaped bolt and nut.

また、上記各実施形態および変形例における接合方法は溶接としたが、これに限られない。たとえば、接着剤による接合、または圧着による接合などでもよい。 Also, welding is used as the joining method in each of the above-described embodiments and modifications, but the method is not limited to this. For example, bonding with an adhesive or bonding by pressure bonding may be used.

上記第2実施形態の固定具は、∪字ボルトとナットとからなるものであったが、これに限られず、主筋を補強部材に固定できるものであれば、どのようなものであってもよい。たとえば、一対のボルトと、一対のボルトが貫通する板状の係止部(∪字ボルトの折り返し部分と同様の機能を有した部位)と、当該係止部を主筋に当接しつつ一対のボルトを取り付けて、上記各実施形態と同様に締め付け可能な一対のナットと、を有しているものであってもよい。 Although the fixture in the second embodiment is composed of a ∪-shaped bolt and a nut, it is not limited to this, and may be of any type as long as it can fix the main reinforcement to the reinforcing member. . For example, a pair of bolts, a plate-shaped locking portion through which the pair of bolts penetrate (a portion having the same function as the folded portion of the ∪-shaped bolt), and a pair of bolts while the locking portion is in contact with the main reinforcement and a pair of nuts that can be tightened in the same manner as in the above embodiments.

10、210、310 鉄筋籠
11、211、311、411、511 主筋
12、212 フープ筋
20、220、320 リング状部材
21、221、321、402a 内周面
22、222、322、402b 外周面
30、230、330 フランジ部材
31、231、331 外周縁
100、200、300 補強部材
240 ボルト挿通孔
241 U字ボルト
242 ナット
401 従来のリング状部材

10, 210, 310 Rebar cage 11, 211, 311, 411, 511 Main reinforcement 12, 212 Hoop reinforcement 20, 220, 320 Ring-shaped member 21, 221, 321, 402a Inner peripheral surface 22, 222, 322, 402b Outer peripheral surface 30 , 230, 330 flange members 31, 231, 331 outer peripheral edges 100, 200, 300 reinforcing member 240 bolt insertion hole 241 U-shaped bolt 242 nut 401 conventional ring-shaped member

Claims (3)

交差する複数の主筋と複数のフープ筋とを備えた鉄筋籠を補強する補強部材であって、
第1の長尺平板の長手方向について曲げ加工し、両端部を結合して環状に成形してなるリング状部材と、
第2の長尺平板の長手方向の側面について曲げ加工し、両端部を結合して環状に成形してなるフランジ部材と、
を備え、
前記フランジ部材の外周縁が、前記リング状部材の内周面に接合されており、
前記主筋と幅方向に当接する前記リング状部材の外周面が平滑であることを特徴とする補強部材。
A reinforcing member that reinforces a reinforcing bar cage having a plurality of intersecting main reinforcements and a plurality of hoop reinforcements,
a ring-shaped member formed by bending the first long flat plate in the longitudinal direction and joining both ends to form an annular shape;
a flange member formed by bending the longitudinal side surface of the second long flat plate and joining both ends to form an annular shape;
with
The outer peripheral edge of the flange member is joined to the inner peripheral surface of the ring-shaped member,
A reinforcing member, wherein an outer peripheral surface of the ring-shaped member that abuts on the main reinforcement in the width direction is smooth.
前記主筋を係止する係止部を有した一対のボルトと、前記一対のボルトに取り付け可能な一対のナットとを有している固定具を複数備えており、
前記リング状部材が、前記一対のボルトを挿通可能な一対のボルト挿通孔を少なくとも前記固定具と同数有していることを特徴とする請求項1に記載の補強部材。
A plurality of fasteners having a pair of bolts having locking portions for locking the main reinforcement and a pair of nuts attachable to the pair of bolts,
2. The reinforcing member according to claim 1, wherein said ring-shaped member has a pair of bolt insertion holes through which said pair of bolts can be inserted, at least as many as said fasteners.
交差する複数の主筋と複数のフープ筋とを備えた鉄筋籠を補強する補強部材の製造方法であって、
第1の長尺平板の長手方向について曲げ加工し、両端部を結合して環状に成形し、リング状部材を形成する工程と、
第2の長尺平板の長手方向の側面について曲げ加工し、両端部を結合して環状に成形し、フランジ部材を形成する工程と、
前記フランジ部材の外周縁を前記リング状部材の内周面に接合する工程と、
を有している補強部材の製造方法。
A method for manufacturing a reinforcing member for reinforcing a reinforcing bar cage having a plurality of intersecting main reinforcements and a plurality of hoop reinforcements, comprising:
a step of bending the first long flat plate in the longitudinal direction, joining both ends to form a ring shape, and forming a ring-shaped member;
a step of bending the longitudinal side surface of the second elongated flat plate, joining both ends to form an annular shape, and forming a flange member;
joining the outer peripheral edge of the flange member to the inner peripheral surface of the ring-shaped member;
A method for manufacturing a reinforcing member having
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JP2010174557A (en) 2009-01-30 2010-08-12 Sanwa Seisakusho:Kk Assembly structure of reinforcing bars and method of assembly of the same
JP2013122121A (en) 2011-12-09 2013-06-20 Senshu Iwatani:Kk Reinforcement cage erection method, float application device for use in the method, and buoyancy body disengagement device
JP2013241829A (en) 2012-04-27 2013-12-05 Nikko Kaihatsu:Kk Structure and method for joining main reinforcement and tie plate, and mounting tool
JP5770583B2 (en) 2011-09-21 2015-08-26 能美防災株式会社 Sprinkler fire extinguishing equipment

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JP3077293U (en) 2000-10-27 2001-05-18 立郎 岩城 H steel and steel sheet pile fasteners for temporary guard fence
JP2007278037A (en) 2006-04-12 2007-10-25 Senshu Iwatani:Kk Method for preventing deformation of wire-cylinder, fixing metal fitting used in method, wire-cylinder and method for installing wire-cylinder
JP2008050803A (en) 2006-08-23 2008-03-06 High Frequency Heattreat Co Ltd Fixing implement, reinforced concrete structure, and manufacturing method for the reinforced concrete structure
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JP2013122121A (en) 2011-12-09 2013-06-20 Senshu Iwatani:Kk Reinforcement cage erection method, float application device for use in the method, and buoyancy body disengagement device
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