JP2003232034A - Spacer for cage - Google Patents
Spacer for cageInfo
- Publication number
- JP2003232034A JP2003232034A JP2002031799A JP2002031799A JP2003232034A JP 2003232034 A JP2003232034 A JP 2003232034A JP 2002031799 A JP2002031799 A JP 2002031799A JP 2002031799 A JP2002031799 A JP 2002031799A JP 2003232034 A JP2003232034 A JP 2003232034A
- Authority
- JP
- Japan
- Prior art keywords
- spacer
- cage
- fitting
- main
- bar
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Piles And Underground Anchors (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、場所打ち杭工事な
どに使用される鉄筋籠のスペーサに関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rebar cage spacer used for cast-in-place pile construction.
【0002】[0002]
【従来の技術】場所打ち杭の例えばアースドリル工法に
おいては、設計杭径よりも大径の表層ケーシングを建込
んだ後、支持層まで掘削し、掘削完了後に鉄筋籠を建込
んでいる。この鉄筋籠の外側面には、主筋のコンクリー
トかぶり厚さ(例えば10〜15cm程度)を確保するため
に、スペーサが設けられている。2. Description of the Related Art In the case of a cast-in-place pile, for example, an earth drill method, after constructing a surface casing having a diameter larger than the designed pile diameter, the support layer is excavated, and after the excavation is completed, a rebar cage is incorporated. A spacer is provided on the outer side surface of the reinforcing bar cage in order to secure the concrete covering thickness (for example, about 10 to 15 cm) of the main reinforcing bar.
【0003】図3は、従来のスペーサ50の一例であ
り、直線状の板材を成形加工して、中間部に鉄筋籠の外
側に向かって突出する側面視が略コ字状や円弧状の凸部
51を形成し、上下の端部に一体的な平板部52を形成
したものであり、上下の平板部52を鉄筋籠1の主筋2
に溶接53で固定している。FIG. 3 shows an example of a conventional spacer 50. A straight plate material is formed and processed, and a convex portion having a substantially U-shape or a circular arc shape in a side view protruding toward the outside of the rebar cage at an intermediate portion. The upper and lower flat plate portions 52 are formed by forming the portion 51 and the flat plate portions 52 that are integrated at the upper and lower ends.
It is fixed by welding 53.
【0004】このスペーサ50は、鉄筋籠1の円周方向
に間隔をおいて複数配設され、鉄筋籠1の軸方向には例
えば3mピッチで配設され、鉄筋籠の挿入の際には、掘
削孔の断面中央に鉄筋籠をセットさせる機能も有してい
る。A plurality of the spacers 50 are arranged at intervals in the circumferential direction of the reinforcing bar cage 1, and are arranged at a pitch of, for example, 3 m in the axial direction of the reinforcing bar cage 1. When inserting the reinforcing bar cage, It also has the function of setting a rebar cage at the center of the cross section of the drill hole.
【0005】[0005]
【発明が解決しようとする課題】近年、鉄筋籠の組立て
においては、溶接欠陥等による強度低下の恐れのある溶
接をなくすことが要望されており、スペーサにおいても
主筋やフープ筋への溶接による取付けを避ける必要があ
る。前述の図3の従来のスペーサ50では、主筋2に溶
接53で固定しているため、主筋やフープ筋への溶接に
よる取付けのないスペーサが要望されていた。In recent years, in assembling a rebar cage, it has been desired to eliminate welding which may cause a decrease in strength due to welding defects and the like, and the spacer is also attached to the main bar or the hoop bar by welding. Need to avoid. In the above-described conventional spacer 50 of FIG. 3, since it is fixed to the main bar 2 by welding 53, a spacer that is not attached to the main bar or the hoop bar by welding has been demanded.
【0006】図4は、その一例であり、このスペーサ6
0は、図5と同様の側面視が略コ字状や円弧状の凸部6
1の上端部に、フープ筋3に上から引っ掛けて取付ける
フック部62を一体的に設け、凸部61の下端部の平板
部63を補強リング(フラットバー)4の外面に溶接6
4で固定している。FIG. 4 shows an example of this, and this spacer 6
0 is a convex portion 6 that is substantially U-shaped or arc-shaped in side view similar to FIG.
A hook portion 62 that is hooked from above to the hoop muscle 3 to be attached is integrally provided at the upper end portion of the first hose 1, and the flat plate portion 63 at the lower end portion of the convex portion 61 is welded to the outer surface of the reinforcing ring (flat bar) 4.
It is fixed at 4.
【0007】このスペーサ60の場合、補強リング4は
強度部材ではないため、溶接しても問題はないものの、
補強リング4のある所しか取付けることができず、
任意の位置にスペーサを配置できない、 溶接作業が
あるため取付けに時間とコストがかかる、 フープ筋
3と補強リング4に取付けるため、大きな力を受けた場
合、変位する恐れがある、などの問題点がある。In the case of this spacer 60, since the reinforcing ring 4 is not a strength member, there is no problem in welding, but
It can be attached only where the reinforcing ring 4 is,
Problems such as the inability to place spacers at arbitrary positions, time and cost for installation due to welding work, and displacement due to large force due to installation on hoop reinforcement 3 and reinforcing ring 4 There is.
【0008】本発明は、前述のような従来の問題点を解
消すべくなされたもので、その目的は、鉄筋籠への溶接
取付けを完全に無くすことができる共に、鉄筋籠のどの
場所にも簡単に取付けることができ、さらに、スペーサ
凸部の変形を確実に防止することができる鉄筋籠のスペ
ーサを提供することにある。The present invention has been made in order to solve the above-mentioned conventional problems, and an object thereof is to completely eliminate welding attachment to a rebar cage and to place it anywhere in the rebar cage. Another object of the present invention is to provide a spacer for a reinforcing rod cage that can be easily attached and that can reliably prevent deformation of the spacer protrusion.
【0009】[0009]
【課題を解決するための手段】本発明の請求項1は、鉄
筋籠の外側面に取付けられるスペーサであり、鉄筋籠の
主筋軸方向に沿い鉄筋籠の外側に向かって突出する凸部
の主筋軸方向の一端部に、鉄筋籠のフープ筋に主筋位置
において取付けられる係止部が設けられ、前記凸部の主
筋軸方向の他端部に、主筋に主筋直角方向から嵌合する
嵌合溝を有する嵌合部が設けられ、前記凸部の係止部側
の部分と嵌合部側の部分が主筋軸方向に沿う連結部材ま
たは斜めの連結部材により連結されていることを特徴と
する鉄筋籠のスペーサである(図1,図2参照)。According to a first aspect of the present invention, there is provided a spacer which is attached to an outer surface of a reinforcing bar cage, and which is a main bar of a convex portion projecting toward the outside of the reinforcing bar basket along the axial direction of the main bar of the reinforcing bar cage. A locking portion that is attached to the hoop muscle of the reinforcing bar cage at the main bar position is provided at one end in the axial direction, and a fitting groove that is fitted to the main bar from the direction perpendicular to the main bar at the other end in the axial direction of the main bar of the convex portion. Reinforcing bar, characterized in that a fitting portion having a ridge is provided, and a portion on the locking portion side of the convex portion and a portion on the fitting portion side are connected by a connecting member or an oblique connecting member along the main bar axial direction. It is a cage spacer (see FIGS. 1 and 2).
【0010】この請求項1において、スペーサの材質に
は硬質プラスチックや金属などを用いることができる。
連結部材は、板状や棒状などとし、例えば、主筋の軸方
向に沿う連結部材の両端部をそれぞれ凸部と係止部の接
合部分及び凸部と嵌合部の接合部分に一体的に接続する
(図2(a) 参照)。連結位置は、これに限らず、凸部の
両端の部分であればよく、凸部の端部とコーナー部を斜
めの連結部材で連結(斜めに1本あるいは斜めに2本の
×字形)してもよいし、凸部の上下の辺部の中間同士を
主筋の軸方向に沿う連結部材で連結してもよい。また、
凸部の両側面に連結部材を設け、左右一対の連結部材で
連結するのが好ましい。In the present invention, the material of the spacer may be hard plastic or metal.
The connecting member has a plate shape or a rod shape, and for example, both ends of the connecting member along the axial direction of the main bar are integrally connected to the joint portion of the convex portion and the locking portion and the joint portion of the convex portion and the fitting portion, respectively. (See Figure 2 (a)). The connecting position is not limited to this, and may be any portion at both ends of the convex portion, and the end portion of the convex portion and the corner portion are connected by an oblique connecting member (one diagonally or two diagonally X-shaped). Alternatively, the middles of the upper and lower sides of the protrusion may be connected to each other by a connecting member along the axial direction of the main bar. Also,
It is preferable that a connecting member is provided on both side surfaces of the convex portion and the pair of left and right connecting members are used for connection.
【0011】本発明の請求項2は、請求項1に記載の鉄
筋籠のスペーサにおいて、係止部は、主筋を挟むように
フープ筋に引っ掛けられる左右一対のフック片を有して
いることを特徴とする鉄筋籠のスペーサである(図1,
図2参照)。According to a second aspect of the present invention, in the spacer of the reinforcing bar cage according to the first aspect, the engaging portion has a pair of left and right hook pieces that are hooked on the hoop muscle so as to sandwich the main muscle. It is a spacer of the characteristic rebar cage (Fig. 1,
See FIG. 2).
【0012】即ち、係止部は主筋位置でフープ筋に係止
めできる形状であればよいが、左右一対のフック片を用
いるのが好ましい。フック片は、図2(a) に示すよう
に、鉄筋籠の内側から引っ掛ける形状が好ましいが、外
側から引っ掛ける構造でもよい。That is, the engaging portion may have any shape as long as it can be engaged with the hoop muscle at the main muscle position, but it is preferable to use a pair of left and right hook pieces. As shown in FIG. 2 (a), the hook piece preferably has a shape to be hooked from the inside of the rebar cage, but it may be hooked from the outside.
【0013】本発明の請求項3は、請求項1に記載の鉄
筋籠のスペーサにおいて、嵌合部は、主筋を挟む左右一
対の嵌合片を有していることを特徴とする鉄筋籠のスペ
ーサである(図1,図2参照)。According to a third aspect of the present invention, in the rebar cage spacer according to the first aspect, the fitting portion has a pair of left and right fitting pieces sandwiching the main bar. It is a spacer (see FIGS. 1 and 2).
【0014】即ち、左右一対の嵌合片で嵌合溝を形成
し、主筋直角方向から嵌合部を主筋に押し込み、左右一
対の嵌合片で挟んで嵌着させる。嵌合片は、板状のもの
などでもよいが、図2に示すように、断面が円弧状で主
筋軸方向に長い嵌合片で筒状の嵌合部とするのが好まし
い。That is, the fitting groove is formed by a pair of right and left fitting pieces, the fitting portion is pushed into the main bar from the direction perpendicular to the main bar, and the pair of left and right fitting pieces sandwich and fit. The fitting piece may be a plate-like piece, but as shown in FIG. 2, it is preferable that the fitting piece is a tubular fitting part having an arcuate cross section and long in the axial direction of the main muscle.
【0015】なお、スペーサは、係止部を上にし、嵌合
部を下にして、鉄筋籠に取付けてもよいし、これとは逆
に、係止部を下にし、嵌合部を上にして、取付けるよう
にしてもよい。The spacer may be attached to the rebar cage with the engaging portion on the upper side and the fitting portion on the lower side. Conversely, the spacer may be attached on the lower side with the engaging portion on the upper side. Then, it may be attached.
【0016】以上のような構成のスペーサを建て込む前
の鉄筋籠の外側面に主筋に沿って取付ける。取付けに際
しては、係止部の一対のフック片等を主筋を挟むように
フープ筋に引っ掛けて、スペーサの一端部を主筋位置で
フープ筋に係止し、嵌合部を主筋に対して押し込むこと
で嵌合溝を主筋に嵌着し、スペーサの他端部を主筋に固
定する。The spacer having the above-mentioned structure is attached to the outer side surface of the reinforcing bar cage along the main bar before being installed. When installing, hook a pair of hook pieces of the locking part on the hoop muscle so as to sandwich the main bar, lock one end of the spacer to the hoop muscle at the main bar position, and push the fitting part against the main bar. The fitting groove is fitted to the main bar, and the other end of the spacer is fixed to the main bar.
【0017】鉄筋籠への溶接取付けを完全に無くすこと
ができ、溶接欠陥等による強度低下を解消することがで
きる。また、スペーサの端部を押し込むだけで、固定す
ることができるため、スペーサを容易に短時間に取付け
ることができる。また、鉄筋籠に多数配置されている主
筋とフープ筋の交差部に取付けるため、スペーサを任意
の箇所に取付けることができる。さらに、主筋の位置に
取り付けるため、スペーサを強固に取付けることができ
る。また、凸部の両端部を連結する連結部材により、凸
部の剛性が増し、凸部が外力を受けて変形することがな
い。It is possible to completely eliminate the welding attachment to the rebar cage, and to eliminate the decrease in strength due to welding defects and the like. Further, since the spacer can be fixed by simply pushing it in, the spacer can be easily attached in a short time. Moreover, since the spacers are attached to the intersections of the main bars and the hoop bars, which are arranged in a large number in the reinforcing bar cage, the spacers can be attached to arbitrary positions. Further, since it is attached to the position of the main bar, the spacer can be attached firmly. Further, the rigidity of the convex portion is increased by the connecting member that connects both end portions of the convex portion, and the convex portion is not deformed by external force.
【0018】[0018]
【発明の実施の形態】以下、本発明を図示する一実施形
態に基づいて説明する。この実施形態は、表層ケーシン
グを用いるアースドリル工法等による場所打ち杭の鉄筋
籠に本発明を適用した例である。図1、図2は、本発明
の鉄筋籠のスペーサをブラスチックで構成した場合の一
例を示したものである。BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, the present invention will be described based on an illustrated embodiment. This embodiment is an example in which the present invention is applied to a reinforcing bar cage of a cast-in-place pile by an earth drill method using a surface layer casing. 1 and 2 show an example of the case where the spacer of the reinforcing bar cage of the present invention is made of plastic.
【0019】図1に示すように、場所打ち杭に使用され
る鉄筋籠1は、円周方向に間隔をおいて平行に配設され
た多数本の主筋2と、この主筋2の外側に軸方向に所定
のピッチで配設されたフープ筋3と、主筋2の内側にフ
ープ筋3の取付ピッチよりも大きいピッチで配設された
補強リング4(図4参照)から構成され、無溶接の場合
には、主筋2とフープ筋3を結束線や結束金具などで固
定し、主筋2と補強リング4が抱持金具などで固定され
る。As shown in FIG. 1, a reinforcing bar cage 1 used for a cast-in-place pile is composed of a number of main bars 2 arranged in parallel at intervals in the circumferential direction, and an axis outside the main bars 2. Direction and a reinforcing ring 4 (see FIG. 4) arranged inside the main bar 2 at a pitch larger than the mounting pitch of the hoop bar 3 inside the main bar 2 without welding. In this case, the main bar 2 and the hoop bar 3 are fixed with a binding wire or a binding metal fitting, and the main bar 2 and the reinforcing ring 4 are fixed with a holding metal fitting or the like.
【0020】このような鉄筋籠1の外側面に取付けられ
るスペーサ10を、図1、図2に示すように、主筋軸方
向に沿い主筋直角方向の外側に向かって突出する略コ字
状や円弧状の凸部11と、この凸部11の上部に一体的
に設けられ、フープ筋3に主筋位置において主筋軸方向
の下方から取付けられる係止部12と、凸部11の下部
に一体的に設けられ主筋2に主筋直角方向から嵌合する
嵌合溝13を有する嵌合部14と、係止部12と嵌合部
14とを連結する連結部材15から構成し、係止部12
と嵌合部14により主筋2に沿って簡単に固定できるよ
うにし、さらに、連結部材15により凸部11が外力で
変形しないようにする。As shown in FIGS. 1 and 2, the spacer 10 attached to the outer surface of the rebar cage 1 is shaped like a U-shape or a circle that protrudes outward along the axis of the main bar and at right angles to the main bar. The arc-shaped convex portion 11, the locking portion 12 that is integrally provided on the upper portion of the convex portion 11 and is attached to the hoop muscle 3 from below in the axial direction of the main muscle at the main muscle position, and integrally on the lower portion of the convex portion 11. The engaging portion 14 is provided with a fitting portion 14 having a fitting groove 13 that fits into the main bar 2 in a direction perpendicular to the main bar, and a connecting member 15 that connects the locking section 12 and the fitting section 14.
The fitting portion 14 makes it possible to easily fix it along the main bar 2, and the connecting member 15 prevents the convex portion 11 from being deformed by an external force.
【0021】係止部12は、凸部11の上端部から一体
的に主筋2とほぼ平行に上に向かって突出する平板部1
2aと、この平板部12aから左右一対で一体的に突出
し、外側(反主筋側)に向かって湾曲させた側面視が円
形のフック片12b,12bからなる。The engaging portion 12 is a flat plate portion 1 which integrally protrudes upward from the upper end portion of the convex portion 11 substantially parallel to the main bar 2.
2a and hooks 12b, 12b that are integrally projected from the flat plate portion 12a in a pair on the left and right sides and are curved outward (to the side of the anti-main muscles) and have a circular side view.
【0022】このフック片12b,12bは、その対向
間隔を主筋2の径より若干大きく形成し、フープ筋3の
下から内側上方に挿入することで、主筋2を挟んでフー
プ筋3に引っ掛けることができる。引っ掛けた状態で平
板部12aの内面中央部が主筋2に当るため、外力で内
側に移動することが阻止される。フック片12bの側面
視形状は、フープ筋3の外径とほぼ等しい内径で中心角
が180 °以上の円弧であり、フープ筋3に嵌着し、上に
外れないようにしている。また、フック片12bの先端
には、折り返し片12cを設け、フープ筋3に容易に嵌
着できるようにしている。The hook pieces 12b, 12b are formed so that their facing intervals are slightly larger than the diameter of the main bar 2 and are inserted inward and upward from below the hoop muscle 3, so that the hook piece 12 can be caught on the hoop muscle 3 with the main bar 2 interposed therebetween. You can Since the center portion of the inner surface of the flat plate portion 12a hits the main bar 2 in the hooked state, it is prevented from moving inward by an external force. The side shape of the hook piece 12b is an arc having an inner diameter substantially equal to the outer diameter of the hoop muscle 3 and a central angle of 180 ° or more, and is fitted to the hoop muscle 3 so as not to come off. In addition, a folding piece 12c is provided at the tip of the hook piece 12b so that the hook piece 12b can be easily fitted to the hoop muscle 3.
【0023】嵌合部14は、凸部11の下端部から一体
的に主筋2とほぼ平行に下に向かって突出する平板部1
4aと、この平板部14aの内側(主筋側)に一体的に
設けられ、主筋2を挟んで左右一対の嵌合片14b,1
4bからなり、この左右一対の嵌合片14b,14bに
より嵌合溝13が形成される。The fitting portion 14 is a flat plate portion 1 which integrally projects from a lower end portion of the convex portion 11 and which extends downward substantially parallel to the main bar 2.
4a and a pair of left and right fitting pieces 14b, 1 that are integrally provided inside the flat plate portion 14a (on the side of the main bar) and sandwich the main bar 2 therebetween.
4b, and the fitting groove 13 is formed by the pair of left and right fitting pieces 14b, 14b.
【0024】嵌合片14bは、主筋2の軸方向に長い部
材であり、平面視形状は、一対で円形の嵌合溝13を形
成すべく主筋2の外径とほぼ等しい内径の円弧であり、
筒状の一対の嵌合片14b,14bにより挟まれた状態
で主筋2に嵌着され、外力で外れないようにしている。
なお、主筋2は通常凹凸の付いた異形棒鋼であり、嵌合
片14bの内面における先端部側(鉄筋籠側)には、主
筋2の軸方向に沿う係止め凸条14cを形成し、主筋2
から外れないようにしている。また、嵌合片14bの先
端部には、折り返し片14dを設け、主筋2に容易に嵌
着できるようにしている。The fitting piece 14b is a member that is long in the axial direction of the main bar 2 and has a circular arc with an inner diameter substantially equal to the outer diameter of the main bar 2 so as to form a pair of circular fitting grooves 13 in plan view. ,
It is fitted to the main bar 2 in a state of being sandwiched by a pair of cylindrical fitting pieces 14b, 14b so as not to come off by an external force.
In addition, the main bar 2 is usually a deformed steel bar with unevenness, and a locking projection 14c is formed along the axial direction of the main bar 2 on the tip end side (rebar cage side) of the inner surface of the fitting piece 14b. Two
I'm trying not to come off. Further, a folding piece 14d is provided at the tip of the fitting piece 14b so that the fitting piece 14b can be easily fitted to the main bar 2.
【0025】連結部材15は、主軸2と平行で凸部11
の凹凸方向に幅のある板状の部材であり、その上下端部
がそれぞれ、凸部11と係止部12の接続角部、凸部1
1と嵌合部14の接続角部に一体的に取付けられ、ま
た、凸部11の左右両側面にそれぞれ配設される。従っ
て、凸部11の上部と下部が左右一対の連結部材15に
より連結補強されることで、凸部11が係止部12と嵌
合部14が離れる方向に変形するのを防止することがで
きる。The connecting member 15 is parallel to the main shaft 2 and has a convex portion 11.
Is a plate-like member having a width in the uneven direction, and the upper and lower ends thereof are the connection corners of the convex portion 11 and the locking portion 12, and the convex portion 1
1 and the fitting portion 14 are integrally attached to the connection corner portions, and are also disposed on both left and right side surfaces of the convex portion 11. Therefore, the upper part and the lower part of the convex portion 11 are connected and reinforced by the pair of left and right connecting members 15, so that the convex portion 11 can be prevented from being deformed in the direction in which the engaging portion 12 and the fitting portion 14 are separated from each other. .
【0026】本実施形態のスペーサ10は、硬質プラス
チック製であり、凸部11,係止部12,嵌合部14,
連結部材15が一体成形される。なお、プラスチック製
であるため、凹部11の両側面には補強リブ11aが設
けられ、さらに内面(主筋側の面)には、縦横の補強リ
ブ(図示省略)が設けられる。The spacer 10 of this embodiment is made of hard plastic and has a convex portion 11, a locking portion 12, a fitting portion 14,
The connecting member 15 is integrally molded. Since it is made of plastic, reinforcing ribs 11a are provided on both side surfaces of the concave portion 11, and vertical and horizontal reinforcing ribs (not shown) are provided on the inner surface (the surface on the main bar side).
【0027】以上のような構成のスペーサ10を、組み
立てられた鉄筋籠1の外側面に取り付けていく。鉄筋籠
1の円周方向には、適当な間隔をおいた複数の主筋2の
位置に配置し、鉄筋籠1の長手方向には、適当な間隔を
おいた複数のフープ筋3の位置に配置する。取付けに際
しては、フック片12b,12bを主筋2を挟むように
フープ筋3に引っ掛け、左右一対の嵌合片14b,14
bを主筋2に押し込むだけで、スペーサ10を主筋2に
簡単に固定することができる。The spacer 10 having the above-described structure is attached to the outer surface of the assembled rebar cage 1. In the circumferential direction of the rebar cage 1, the main bars 2 are arranged at appropriate intervals in the circumferential direction, and in the longitudinal direction of the rebar cage 1, the hoop bars 3 are arranged at appropriate intervals. To do. At the time of attachment, the hook pieces 12b, 12b are hooked on the hoop muscle 3 so as to sandwich the main muscle 2, and the pair of left and right fitting pieces 14b, 14 are attached.
The spacer 10 can be easily fixed to the main bar 2 only by pushing b into the main bar 2.
【0028】掘削完了後に、このような鉄筋籠1をケー
シング内、次いで掘削孔内に挿入する。スペーサ10の
凸部11の円滑なガイド作用により鉄筋籠1が掘削孔A
の中心にセットされる。また、コンクリートの打設後に
ケーシングを引抜く際、スペーサ10の凸部11の位置
決め作用により、鉄筋籠1の偏りが防止される。凸部1
1は、左右一対の連結部材15,15で補強されている
ため、変形することがなく、スペーサの機能を確実に果
たすことができる。After the excavation is completed, such a reinforcing bar cage 1 is inserted into the casing and then into the excavation hole. Due to the smooth guiding action of the convex portion 11 of the spacer 10, the rebar cage 1 is provided with the excavation hole A.
Set at the center of. Further, when the casing is pulled out after the concrete is poured, the unevenness of the reinforcing bar cage 1 is prevented by the positioning action of the convex portion 11 of the spacer 10. Convex part 1
Since 1 is reinforced by the pair of left and right connecting members 15 and 15, it does not deform and can reliably perform the function of the spacer.
【0029】なお、本実施形態では、プラスチック製の
スペーサについて例示したが、これに限らず、金属製で
もよい。係止部12は、内側から引っ掛ける形状のフッ
ク片を例示しているが、これに限らず、外側から引っ掛
ける形状のフック片でもよく、さらに、フック片に限ら
ず、フープ筋3の下から内側に差し込む差し込み片方式
等でもよい。嵌合部14は、一対の嵌合片14b,14
bからなる筒状のものを例示しているが、これに限ら
ず、板状のもの等でもよい。In this embodiment, the spacer made of plastic is exemplified, but the spacer is not limited to this and may be made of metal. The locking portion 12 exemplifies a hook piece that is hooked from the inside, but is not limited to this, and a hook piece that is hooked from the outside may be used. It is also possible to use a one-piece method such as inserting into. The fitting portion 14 includes a pair of fitting pieces 14b, 14
Although a cylindrical shape made of b is illustrated, the shape is not limited to this, and a plate shape or the like may be used.
【0030】また、連結部材15は、図2の二点鎖線で
示すように、凸部11の上下の斜辺部分であればよく、
凸部11の端部とコーナー部を斜めの連結部材15で連
結(斜めに1本あるいは斜めに2本の×字形)してもよ
いし、凸部11の上下の斜辺部の中間同士を主筋の軸方
向に沿う連結部材15で連結してもよい。The connecting member 15 may be the upper and lower oblique side portions of the convex portion 11 as shown by the chain double-dashed line in FIG.
The ends of the protrusions 11 and the corners may be connected by diagonal connecting members 15 (one diagonally or two diagonally X-shaped), or the middle of the upper and lower hypotenuses of the convexes 11 may be the main line. You may connect with the connecting member 15 along an axial direction of.
【0031】また、図示例では、係止部12を上にして
取付けているが、これに限らず、係止部12を下にして
取付けるようにしてもよい。Further, in the illustrated example, the locking portion 12 is mounted upward, but the invention is not limited to this, and the locking portion 12 may be mounted downward.
【0032】なお、以上は、場所打ち杭工法の鉄筋籠に
適用した例について説明したが、これに限らず、地中連
続壁やその他の鉄筋籠にも本発明のスペーサを適用する
ことができる。In the above, the example applied to the steel reinforcement cage of the cast-in-place pile method was described, but the present invention is not limited to this, and the spacer of the present invention can also be applied to underground continuous walls and other steel reinforcement cages. .
【0033】[0033]
【発明の効果】(1) スペーサの凸部の一端部に係止部を
設け、他端部に嵌合部を設け、係止部をフープ筋に主筋
位置で取付け、嵌合部を主筋に対して押し込むことで主
筋に嵌着するようにしたため、鉄筋籠への溶接取付けを
完全に無くすことができ、溶接欠陥等による強度低下を
解消することができ、強度低下のない健全な場所打ち杭
を造成することができる。[Effects of the Invention] (1) A locking portion is provided at one end of the convex portion of the spacer, and a fitting portion is provided at the other end, and the locking portion is attached to the hoop muscle at the main reinforcement position. Since it is fitted to the main bar by pushing it against, the welding attachment to the rebar cage can be completely eliminated, strength reduction due to welding defects, etc. can be eliminated, and sound cast-in-place piles without strength reduction Can be created.
【0034】(2) 時間とコストのかかる溶接作業を無く
すことができるため、また、スペーサの端部を押し込む
だけで、固定することができるため、スペーサを容易に
短時間に取付けることができ、コストの低減を図ること
ができる。(2) Since the time-consuming and costly welding work can be eliminated, and the spacer can be fixed by pushing the end portion of the spacer, the spacer can be easily attached in a short time. The cost can be reduced.
【0035】(3) 鉄筋籠に多数配置されている主筋とフ
ープ筋の交差部に取付けるため、スペーサを任意の場所
に取付けることができる。(3) Since it is attached to the intersection of the main bar and the hoop bar, which are arranged in a large number in the rebar cage, the spacer can be mounted at any place.
【0036】(4) 主筋の位置に取り付けるため、スペー
サを強固に取付けることができ、大きな力を受けても、
スペーサが変位する恐れがなく、スペーサとしての所期
の目的を達成できる。(4) Since it is attached to the position of the main bar, the spacer can be firmly attached, and even if a large force is applied,
There is no fear that the spacer will be displaced, and the intended purpose as a spacer can be achieved.
【0037】(5) 凸部の両端部を連結する連結部材によ
り、凸部の剛性が増加し、凸部が外力を受けて変形する
ことがなく、スペーサの機能を確実に果たすことができ
る。(5) The connecting member for connecting both ends of the convex portion increases the rigidity of the convex portion, and the convex portion is not deformed by an external force, so that the function of the spacer can be surely fulfilled.
【図1】本発明の鉄筋籠のスペーサの一実施形態を示す
斜視図である。FIG. 1 is a perspective view showing an embodiment of a spacer of a reinforcing bar cage of the present invention.
【図2】図1のスペーサであり、(a) は側面図、(b) は
背面図、(c) はc−c断面図である。2 is a spacer of FIG. 1, (a) is a side view, (b) is a rear view, and (c) is a sectional view taken along line cc.
【図3】従来の鉄筋籠のスペーサを示す側面図である。FIG. 3 is a side view showing a spacer of a conventional reinforcing bar cage.
【図4】従来の鉄筋籠の他のスペーサを示す斜視図であ
る。FIG. 4 is a perspective view showing another spacer of the conventional reinforcing bar cage.
A…掘削孔 1…鉄筋籠 2…主筋 3…フープ筋 4…補強リング 10…スペーサ 11…凸部 12…係止部 12a…平板部 12b…フック片 12c…折り返し片 13…嵌合溝 14…嵌合部 14a…平板部 14b…嵌合片 14c…凸条 14d…折り返し片 15…連結部材 A ... Drilling hole 1 ... Rebar cage 2 ... Main story 3 ... Hoop muscle 4 ... Reinforcement ring 10 ... Spacer 11 ... convex part 12 ... Locking part 12a ... Flat plate part 12b ... Hook piece 12c ... folded piece 13 ... Mating groove 14 ... Fitting part 14a ... Flat plate part 14b ... Mating piece 14c ... ridge 14d ... folded piece 15 ... Connecting member
Claims (3)
であり、鉄筋籠の主筋軸方向に沿い鉄筋籠の外側に向か
って突出する凸部の主筋軸方向の一端部に、鉄筋籠のフ
ープ筋に主筋位置において取付けられる係止部が設けら
れ、前記凸部の主筋軸方向の他端部に、主筋に主筋直角
方向から嵌合する嵌合溝を有する嵌合部が設けられ、前
記凸部の係止部側の部分と嵌合部側の部分が主筋軸方向
に沿う連結部材または斜めの連結部材により連結されて
いることを特徴とする鉄筋籠のスペーサ。1. A hoop bar of a reinforcing bar cage, which is a spacer attached to the outer side surface of the reinforcing bar cage, and which is located at one end in the axial direction of the main bar of the convex portion projecting toward the outside of the reinforcing bar cage along the axial direction of the reinforcing bar cage. And a fitting portion having a fitting groove for fitting the main bar from the direction perpendicular to the main bar is provided at the other end of the convex part in the main bar axial direction. 2. A spacer of a reinforcing bar cage, wherein a portion on the locking portion side and a portion on the fitting portion side of are connected by a connecting member or an oblique connecting member along the main muscle axial direction.
いて、係止部は、主筋を挟むようにフープ筋に引っ掛け
られる左右一対のフック片を有していることを特徴とす
る鉄筋籠のスペーサ。2. The rebar cage spacer according to claim 1, wherein the locking portion has a pair of left and right hook pieces that are hooked on the hoop muscle so as to sandwich the main muscle. Spacer.
いて、嵌合部は、主筋を挟む左右一対の嵌合片を有して
いることを特徴とする鉄筋籠のスペーサ。3. The reinforced cage spacer according to claim 1, wherein the fitting portion has a pair of right and left fitting pieces sandwiching the main bar.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2002031799A JP3559022B2 (en) | 2002-02-08 | 2002-02-08 | Reinforcing cage spacer |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2002031799A JP3559022B2 (en) | 2002-02-08 | 2002-02-08 | Reinforcing cage spacer |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2003232034A true JP2003232034A (en) | 2003-08-19 |
JP3559022B2 JP3559022B2 (en) | 2004-08-25 |
Family
ID=27775099
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2002031799A Expired - Fee Related JP3559022B2 (en) | 2002-02-08 | 2002-02-08 | Reinforcing cage spacer |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3559022B2 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012162855A (en) * | 2011-02-03 | 2012-08-30 | Asahi Kasei Construction Materials Co Ltd | Spacer |
GB2566970A (en) * | 2017-09-29 | 2019-04-03 | Ccmj Systems Ltd | Spacers |
JP7007691B1 (en) | 2021-01-26 | 2022-02-10 | 株式会社ユーシン | Casting method for spring spacers, reinforcing bar cages and underground piles |
-
2002
- 2002-02-08 JP JP2002031799A patent/JP3559022B2/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012162855A (en) * | 2011-02-03 | 2012-08-30 | Asahi Kasei Construction Materials Co Ltd | Spacer |
GB2566970A (en) * | 2017-09-29 | 2019-04-03 | Ccmj Systems Ltd | Spacers |
WO2019063965A1 (en) * | 2017-09-29 | 2019-04-04 | Ccmj Systems Ltd | Spacers |
JP7007691B1 (en) | 2021-01-26 | 2022-02-10 | 株式会社ユーシン | Casting method for spring spacers, reinforcing bar cages and underground piles |
JP2022114198A (en) * | 2021-01-26 | 2022-08-05 | 株式会社ユーシン | Spring spacer, reinforcement cage, and underground pile installation method |
Also Published As
Publication number | Publication date |
---|---|
JP3559022B2 (en) | 2004-08-25 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPH07113234A (en) | Reinforced earth construction | |
KR102283875B1 (en) | Double-wall having a variable thickness and construction method therewith | |
JP5860576B2 (en) | Precast column beam connection structure | |
KR20190123639A (en) | Steel Assembly Pile | |
JP2014055517A (en) | Precast beam-column joint structure | |
JP2010168734A (en) | Steel pipe for pile and the pile | |
JP2011190590A (en) | Reinforcing bar for anchor section, concrete foundation, and unit building | |
JP2742989B2 (en) | Assembled rebar truss and manufacturing method thereof | |
JP2008223339A (en) | Pile head strengthening method for hollow pile and pile head strengthening reinforcement material | |
JP5077865B2 (en) | Ready-made pile and foundation pile structure | |
JP2003232034A (en) | Spacer for cage | |
JP6197156B2 (en) | Building reinforcement structure | |
JP6866980B2 (en) | Joining cap and pile head joining structure | |
JP6442725B2 (en) | Embankment structure for embankment and integrated foundation between soil and foundation | |
JP2009299374A (en) | Concrete pile with shell steel pipe and manufacturing method therefor | |
JP4340947B2 (en) | Composite beam structure | |
JP4436187B2 (en) | Concrete sheet pile | |
JP3362019B2 (en) | Earth retaining wall and RC composite structure | |
JP5043351B2 (en) | Joint structure of steel column and ready-made pile | |
JPH11315526A (en) | Joint method of concrete block | |
JP3840263B2 (en) | Reinforced soil structure | |
KR100657228B1 (en) | The head reinforce equipment of a steel pipe pile | |
JP4419456B2 (en) | Method of joining reinforced concrete member and steel pipe concrete | |
JP3887248B2 (en) | Support structure for concrete foundation | |
JP2004238801A (en) | Aseismic reinforcement structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
TRDD | Decision of grant or rejection written | ||
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20040518 |
|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20040519 |
|
R150 | Certificate of patent (=grant) or registration of utility model |
Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080528 Year of fee payment: 4 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090528 Year of fee payment: 5 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090528 Year of fee payment: 5 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100528 Year of fee payment: 6 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100528 Year of fee payment: 6 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110528 Year of fee payment: 7 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130528 Year of fee payment: 9 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20140528 Year of fee payment: 10 |
|
LAPS | Cancellation because of no payment of annual fees |