JP2009002076A - Fixture for screw reinforcing iron bar - Google Patents

Fixture for screw reinforcing iron bar Download PDF

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Publication number
JP2009002076A
JP2009002076A JP2007165045A JP2007165045A JP2009002076A JP 2009002076 A JP2009002076 A JP 2009002076A JP 2007165045 A JP2007165045 A JP 2007165045A JP 2007165045 A JP2007165045 A JP 2007165045A JP 2009002076 A JP2009002076 A JP 2009002076A
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Prior art keywords
screw rebar
fixture
main body
screw
rebar
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JP2007165045A
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Japanese (ja)
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Yoshito Harima
義人 播磨
Naoyuki Yamamoto
直之 山本
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HARIMA SHOJI KK
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HARIMA SHOJI KK
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Priority to JP2007165045A priority Critical patent/JP2009002076A/en
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  • Reinforcement Elements For Buildings (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a fixture which facilitates movement of a screw reinforcing iron bar with respect to the axial direction and which can be fixed on the screw reinforcing iron bar in an arbitrary place as appropriate with simple operation. <P>SOLUTION: The fixture has a sleeve-shaped body 2 having an opening 4 of which the diameter is larger than the outer diameter of the knot-forming part 73 of the screw reinforcing iron bar. Then a projection 5 projected in the inner peripheral direction is formed on the inner periphery of the opening of the body 2. By rotating the screw reinforcing iron bar 70 inserted in the opening 4 and the body 2 in the relatively opposite direction, displacement is performed between the engagement position where the projection 5 is engaged between the spiral knots 71[refer to Fig. 6 (A)] and the movable position positioned on the outer periphery of the plane parts 72, 72 [refer to Fig. 6 (B)], thus movement and fixation can be easily performed. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は,「ねじ鉄筋」,あるいは「ねじ節鉄筋」と呼ばれる,螺旋状の節が外周に形成された鉄筋(本発明において,「ねじ鉄筋」という。)用の取付具に関し,より詳細には,ねじ鉄筋に取り付けて,該ねじ鉄筋を他部材に固定し,又は他部材をねじ鉄筋に固定等する際に使用する取付具に関する。   The present invention relates to a fitting for a reinforcing bar (referred to as “screw reinforcing bar” in the present invention) called a “screw reinforcing bar” or a “screw reinforcing bar” having a spiral node formed on its outer periphery. The present invention relates to a fixture that is attached to a screw rebar and is used to fix the screw rebar to another member or to fix the other member to the screw rebar.

基礎工事等において,コンクリート構造物中に埋設する補強筋として,鉄製の棒を圧延し,表面にリブや節と呼ばれる凹凸の突起を設けた棒状の鋼材である異形鉄筋が一般的に使用されている。   In foundation work, deformed reinforcing bars, which are rod-shaped steel members with rolled irregularities called ribs and nodes, are generally used as reinforcing bars embedded in concrete structures. Yes.

このような異形鉄筋において,例えば,長さ方向に複数本の異形鉄筋の連結等を行うために,前述のリブ乃至は節を鉄筋の外周に螺旋状に設けた,前述のねじ鉄筋が使用されており,このねじ鉄筋の外周に形成された螺旋節と螺合する雌ねじが内周に形成された円筒状のカプラーの一端を一のねじ鉄筋の端部に螺合すると共に,他のねじ鉄筋の端部を前記カプラーの他端に螺合することで,二本のねじ鉄筋の端部間を容易に連結することができるように構成されている(特許文献1参照)。   In such deformed reinforcing bars, for example, in order to connect a plurality of deformed reinforcing bars in the length direction, the aforementioned threaded reinforcing bars in which the aforementioned ribs or nodes are spirally provided on the outer periphery of the reinforcing bars are used. A threaded screw formed on the outer periphery of the threaded reinforcing bar is screwed with one end of a cylindrical coupler formed on the inner periphery to the end of one threaded reinforcing bar. By screwing the end of the two to the other end of the coupler, the ends of the two threaded reinforcing bars can be easily connected (see Patent Document 1).

なお,ねじ鉄筋の外周に対して他の部材を取り付ける場合には,ねじ鉄筋に直接,他の部材を溶着するか,又は他の部材を取り付けるための接続具等を溶着し,これに他部材を取り付けることが一般に行われているが,溶着によらずにねじ鉄筋の外周と他部材間を固着する方法も提案されており,一例として,鋼管杭90の杭頭に,溶接によらずねじ鉄筋70を取り付け可能と成す接続具100として,ねじ鉄筋70と螺合する雌ねじが内周に設けられた円筒部101に,ボルト孔103の形成されたフランジ状の取付部102を設け,この取付部102を杭頭部の外周にボルト止めすると共に,円筒部101の内周にねじ鉄筋を螺合することで,ねじ鉄筋70を溶接等することなく杭頭部に取り付け可能としたものも提案されている(特許文献2:図13参照)。   When attaching other members to the outer periphery of the threaded reinforcing bar, weld other members directly to the threaded reinforcing bar, or weld a connector for attaching other members, etc. In general, however, a method for fixing the outer periphery of the threaded reinforcing bar and other members without welding is also proposed. As an example, the screw head of the steel pipe pile 90 is screwed without welding. As a connector 100 that can attach the reinforcing bar 70, a flange-like mounting part 102 having a bolt hole 103 is provided on a cylindrical part 101 provided with an internal thread to be screwed with the threaded reinforcing bar 70. The part 102 is bolted to the outer periphery of the pile head and a screw rebar is screwed to the inner periphery of the cylindrical part 101 so that the screw rebar 70 can be attached to the pile head without welding. (Patent) Document 2: see FIG. 13).

この発明の先行技術文献情報としては次のものがある。
特開2003−278316号公報 特開平10−245855号公報
Prior art document information of the present invention includes the following.
JP 2003-278316 A Japanese Patent Laid-Open No. 10-245855

以上のように構成されたねじ鉄筋70にあっては,前述したようにその端部間の連結はカプラー等を使用することで比較的容易に行うことができるものの,このねじ鉄筋70の端部以外の箇所に他の部材を取り付けようとする場合には,以下のような問題点があった。   In the screw rebar 70 configured as described above, the end portions of the screw rebar 70 can be connected relatively easily by using a coupler or the like as described above. There are the following problems when trying to attach other members to other locations.

ねじ鉄筋70の外周に対して直接他部材を溶着し,あるいは,ねじ鉄筋70の外周に他部材を固定するための接続具を直接溶着する方法にあっては,ねじ鉄筋70の外周上の適宜任意の場所にこれらを取り付けることができる点で便利ではあるものの,一旦取り付けが完了した後には,例え微調整であっても取付位置を移動させることができず,取り付けに際しては細心の注意が必要であると共に,正確さと熟練が要求される。   In the method of welding another member directly to the outer periphery of the screw rebar 70, or directly welding a connector for fixing the other member to the outer periphery of the screw rebar 70, an appropriate method on the outer periphery of the screw rebar 70 is used. Although it is convenient in that these can be installed in any place, once installation is completed, the installation position cannot be moved even by fine adjustment, and careful attention is required for installation. In addition, accuracy and skill are required.

また,この種のねじ鉄筋は,10m以上の長さでは,撓んでしまうため,ねじ鉄筋の長さ方向で,複数の他部材を取り付ける作業には極めて煩雑な作業を要した。   In addition, since this type of screw rebar bends at a length of 10 m or more, the work of attaching a plurality of other members in the length direction of the screw rebar required extremely complicated work.

また,高強度鋼製のねじ鉄筋70を使用する場合,このような高強度鋼は製造工程における熱処理やその際の温度管理等によって組織のミクロ化や析出物の制御を行って高強度化を得ているのが一般的であるために,ねじ鉄筋70に対して直接溶接を行うと,溶接の際の熱による影響で,このようにして高強度化のために与えられた組織や構造が消失してしまう場合が多く,その結果,溶接部分における強度が低下して,溶接部分を介して破断等が生じ易くなる。   When using high strength steel screw rebars 70, such high strength steels can be strengthened by microstructuring and control of precipitates by heat treatment in the manufacturing process and temperature control at that time. In general, when welding is performed directly on the threaded rebar 70, the structure and structure given for high strength in this way are affected by the heat during welding. In many cases, it disappears. As a result, the strength in the welded portion is reduced, and breakage or the like is likely to occur through the welded portion.

一方,特許文献2として紹介した前掲の接続具100のように,内周に前記ねじ鉄筋70と螺合する雌ネジが形成された円筒部101を設け,この円筒部101内にねじ鉄筋70を螺合することで,溶着等を行うことなく比較的容易にねじ鉄筋70の外周に取り付けるように構成した場合には(図13参照),溶接によらずに取り付けを行うことが可能であり,その結果,ねじ鉄筋70が高強度鋼である場合であっても,溶接の際の熱による強度低下等の問題が生じないものとなっている。   On the other hand, like the connector 100 introduced as Patent Document 2, a cylindrical portion 101 in which a female screw that is screwed into the screw rebar 70 is formed on the inner periphery is provided, and the screw rebar 70 is provided in the cylindrical portion 101. When it is configured to be attached to the outer periphery of the screw rebar 70 relatively easily without performing welding or the like by screwing (see FIG. 13), it can be attached without welding. As a result, even when the screw rebar 70 is a high-strength steel, problems such as a decrease in strength due to heat during welding do not occur.

また,クラウト等を注入して位置が固定される迄は,これを移動させて取付位置の微調整等も行うことができるものとなっており,前述したように直接溶接を行う際の問題を解消することができるものとなっている。   In addition, until the position is fixed by injecting a krout, etc., it can be moved to make fine adjustments to the mounting position. It can be solved.

しかし,前記構成の接続具では,これをねじ鉄筋70の軸線方向に移動させようとすると,接続具100を先ずねじ鉄筋70の端部に螺合した後,この接続具とねじ鉄筋70とを相対的に逆方向に回転させながら,螺旋の噛み合いによって僅かな距離ずつ移動させて目的の位置に取り付ける必要があり,この作業が繁雑であると共に,特に,長尺のねじ鉄筋70の中央寄りの位置まで接続具を移動させる作業には,多大な時間と労力が必要となる。   However, in the connection tool having the above-described configuration, if the connection tool 100 is to be moved in the axial direction of the screw rebar 70, the connection tool 100 is first screwed into the end of the screw rebar 70, and then the connection tool and the screw rebar 70 are connected. While rotating in the opposite direction, it is necessary to move by a small distance by the meshing of the helix and attach it to the target position. This work is complicated, and especially in the vicinity of the center of the long screw rebar 70. It takes a lot of time and labor to move the connector to the position.

そこで本発明は,上記従来技術における欠点を解消するためになされたものであり,取付具によりねじ鉄筋70の外周に他部材を取り付ける構成を採用するものであり,従って直接溶着する場合の弊害を回避することができるものでありながら,ねじ鉄筋70の軸線方向に対する取付具の移動が容易であり,ねじ鉄筋70の外周上における適宜任意の場所に容易に固定することができ,しかも,一旦取り付けが完了した後であっても,その取付位置を変更することもできる取付具を提供することを目的とする。   Therefore, the present invention has been made in order to eliminate the above-described drawbacks of the prior art, and employs a configuration in which other members are attached to the outer periphery of the screw rebar 70 by a fixture, and therefore, the adverse effects of direct welding are eliminated. Although it can be avoided, it is easy to move the fixture relative to the axial direction of the screw rebar 70, and it can be easily fixed to an appropriate place on the outer periphery of the screw rebar 70, and once attached. It is an object of the present invention to provide a fixture that can change its mounting position even after completion of the above.

上記目的を達成するための本発明のねじ鉄筋70用の取付具1は,
例えば,円柱の外周を長さ方向に連続して切り欠いて形成した,直径方向で対峙する平行な平面を成す平面部72,72を有する所定長さの前記円柱の平面部72,72を除く外周に,所定の螺旋軌道で螺旋節71が形成された節形成部73,73とを備えたねじ鉄筋70の外周に取り付ける取付具1であって,
前記節形成部73,73における前記ねじ鉄筋70の外径に対して大径に形成された開孔4を有し,前記ねじ鉄筋70を回転可能に収容するスリーブ状の本体2を有し,
前記ねじ鉄筋70の収容時における該ねじ鉄筋70と本体2との相対的に逆方向の回転により,前記螺旋節71間に嵌合して前記ねじ鉄筋70の軸線方向に対する前記本体2の相対的な移動を規制する係止位置〔図6(A)参照〕と,前記ねじ鉄筋70の平面部72,72外周に位置して前記ねじ鉄筋70の軸線方向に対する前記本体2の相対的な移動を可能とする可動位置〔図6(B)参照〕間で相対的に変位する突部5を,前記本体2の開孔4内に内周方向に突設したことを特徴とする(請求項1)。
In order to achieve the above object, the fixture 1 for the threaded rebar 70 of the present invention comprises:
For example, excluding the cylindrical flat portions 72 and 72 having a predetermined length having flat portions 72 and 72 that form parallel planes facing each other in the diametrical direction and formed by continuously cutting the outer periphery of the cylindrical shape in the length direction. A fixture 1 that is attached to the outer periphery of a threaded reinforcing bar 70 that includes node forming portions 73 and 73 having spiral nodes 71 formed in a predetermined spiral orbit on the outer periphery,
The knot forming portions 73 and 73 have an opening 4 formed with a large diameter with respect to the outer diameter of the screw rebar 70, and a sleeve-like main body 2 that rotatably accommodates the screw rebar 70;
Relative rotation of the screw rebar 70 and the main body 2 when the screw rebar 70 is accommodated causes the screw 2 to be fitted between the spiral nodes 71 and relative to the axial direction of the screw rebar 70. And the relative position of the main body 2 relative to the axial direction of the screw rebar 70 located on the outer periphery of the flat portions 72 and 72 of the screw rebar 70. A projecting portion 5 that is relatively displaced between possible movable positions (see FIG. 6B) is provided in the opening 4 of the main body 2 in the inner circumferential direction. ).

前記構成の取付具1は,さらに,前記係止位置において前記本体2の開孔4の内周と前記ねじ鉄筋70の平面部72間に圧挿される固定片6を備えたものとしても良い(請求項2)。   The fixture 1 having the above-described configuration may further include a fixing piece 6 that is press-fitted between the inner periphery of the opening 4 of the main body 2 and the flat portion 72 of the screw rebar 70 at the locking position ( Claim 2).

さらに,前記本体2に他部材を取り付けるための取付部3を設けた構成としても良い(請求項3)。   Furthermore, it is good also as a structure which provided the attaching part 3 for attaching another member to the said main body 2 (Claim 3).

以上説明した本発明の構成より,本発明の取付具1によれば,以下の顕著な効果を得ることができた。   From the configuration of the present invention described above, according to the fixture 1 of the present invention, the following remarkable effects can be obtained.

ねじ鉄筋70と前記本体2との相対的に逆方向の回転により,可動位置と係止位置間で両者の位置関係を調整することで,可動位置〔図6(B)参照〕では取付具1をねじ鉄筋70の軸線方向に移動させることができると共に,適宜任意に移動させた位置において係止位置〔図6(A)参照〕に回転させることで,ねじ鉄筋70の軸線方向における取付具1の位置を固定することができ,溶接によらずにねじ鉄筋70の外周上の適宜任意の位置に取り付けることができると共に,移動,係止が容易である取付具を得ることができた。   By adjusting the positional relationship between the movable position and the locking position by rotating the screw rebar 70 and the main body 2 in a relatively opposite direction, the fixture 1 in the movable position (see FIG. 6B). Can be moved in the axial direction of the screw rebar 70, and the fixture 1 in the axial direction of the screw rebar 70 is rotated at a position arbitrarily moved to a locking position (see FIG. 6A). Thus, it is possible to obtain an attachment that can be attached to an arbitrary position on the outer periphery of the screw rebar 70 without welding and that can be easily moved and locked.

取付具3に対する他部材の取り付けは,例えば前述したスリーブ状の本体2の外周に直接,他部材を溶着する等して取り付けても良いが,前記本体2に,他部材を取り付けるための例えば耳片等の取付部3を設け,この取付部3を介して他部材の取り付けを行うことで,例えばこの取付部3にボルト孔31等を設ける等しておくことにより,本体2と他部材との溶着等によらず,より簡単な方法で他部材の取り付けを行うことができる取付具1を得ることができた。   The attachment of the other member to the fixture 3 may be performed by, for example, welding the other member directly on the outer periphery of the sleeve-like main body 2 described above. For example, an ear for attaching the other member to the main body 2 may be used. A mounting portion 3 such as a piece is provided, and other members are attached via the mounting portion 3. For example, by providing a bolt hole 31 or the like in the mounting portion 3, the main body 2 and the other members It was possible to obtain the fixture 1 capable of attaching other members by a simpler method, regardless of the welding or the like.

さらに,前記係止位置〔図6(A)参照〕において,前記本体2の開孔4の内周と前記ねじ鉄筋70の平面部72間に圧挿される固定片6を備えた構成にあっては,この固定片6の圧挿によりねじ鉄筋70と取付具1とが相対的に逆方向に回転しないように固定することができ,これによりねじ鉄筋70の軸線方向における取付具1の取付位置を固定することができた。   Further, in the locking position [see FIG. 6 (A)], the fixing piece 6 is press-fitted between the inner periphery of the opening 4 of the main body 2 and the flat portion 72 of the screw rebar 70. Can be fixed so that the screw rebar 70 and the fixture 1 do not rotate in the opposite directions by the press-fitting of the fixing piece 6, thereby the attachment position of the fixture 1 in the axial direction of the screw rebar 70. Could be fixed.

次に,本発明の実施形態について添付図面を参照しながら以下説明する。   Next, embodiments of the present invention will be described below with reference to the accompanying drawings.

ねじ鉄筋
本発明の取付具1を説明するに先立ち,まず,この取付具1が取り付けられるねじ鉄筋70の構成について説明する。
Screw Reinforcing Bar Prior to describing the fixture 1 of the present invention, first, the configuration of the screw reinforcing bar 70 to which the fitting 1 is attached will be described.

本発明の取付具1の取付対象となるねじ鉄筋70は,図12に示すようにその外周に形成された節(螺旋節71)が,このねじ鉄筋70の全長に亘り共通の螺旋軌道上に形成されており,このねじ鉄筋70の一端側よりナット等を螺合させてこれを回転すると,ねじ鉄筋70の外周に螺合したナットが,ねじ鉄筋70の軸線方向に移動して最終的には他端まで移動させることができるようになっている。   As shown in FIG. 12, the screw rebar 70 to be attached to the fixture 1 of the present invention has a node (spiral node 71) formed on the outer periphery thereof on a common spiral track over the entire length of the screw rebar 70. When a nut or the like is screwed from one end side of the screw rebar 70 and rotated, the nut screwed to the outer periphery of the screw rebar 70 moves in the axial direction of the screw rebar 70 and finally. Can be moved to the other end.

このねじ鉄筋70には,その外周の一部が切り欠かれて,並行を成す一組の平面部72,72が形成されており,この平面部72,72によってレンチ等のヘッド部分にねじ鉄筋70を挿入することで,ねじ鉄筋70をレンチのヘッド内に回転させることなく挟持,固定することができるように構成されている。   A part of the outer periphery of the threaded reinforcing bar 70 is notched, and a pair of parallel plane parts 72 and 72 are formed. The plane parts 72 and 72 form a threaded reinforcing bar on a head part such as a wrench. By inserting 70, the screw rebar 70 can be clamped and fixed without rotating in the wrench head.

なお,本明細書において,前述のようにねじ鉄筋70の外周部分において,前述のようにして形成された一対の平面部分を「平面部」と,この平面部の形成部分を除き,前述した螺旋節が形成されている部分を「節形成部」として説明する。   In the present specification, as described above, in the outer peripheral portion of the screw rebar 70, the pair of plane portions formed as described above are referred to as “plane portions” and the spiral portion described above is excluded except for the portions where the plane portions are formed. A portion where a node is formed will be described as a “node forming portion”.

取付具
本発明の取付具1は,以上で説明したようなねじ鉄筋70に使用され,ねじ鉄筋70に対して取り付けて,このねじ鉄筋70に他部材を取り付ける際の基台となるものであり,開孔4内にねじ鉄筋70を挿入することにより,ねじ鉄筋70の外周に取り付けられるスリーブ状の本体2を備え,図1〜4に示す実施形態にあっては,この本体2に対して他部材を取り付けるための取付部3を,本体より突出形成している。
Attachment The attachment 1 of the present invention is used for the screw rebar 70 as described above, and is attached to the screw rebar 70 and serves as a base for attaching other members to the screw rebar 70. , A sleeve-like main body 2 that is attached to the outer periphery of the screw rebar 70 by inserting the screw rebar 70 into the opening 4 is provided. In the embodiment shown in FIGS. A mounting portion 3 for mounting other members is formed so as to protrude from the main body.

図1〜4に示す実施形態にあっては,この取付部3として円筒状の本体2の両端開口縁より同一平面上で各々反対方向に突出した耳片3,3を設け,この耳片3,3を介して他部材の取り付けを行うことができるように構成しているが,取付部3は必ずしも設ける必要はなく,前述のように例えばスリーブ状の本体2の例えば外周に直接溶着等によって他部材を取り付けても良く,その構成は図示の実施形態に限定されない。   In the embodiment shown in FIGS. 1 to 4, ear pieces 3, 3 projecting in opposite directions on the same plane from both ends of the cylindrical body 2 are provided as the mounting portion 3. , 3 so that other members can be attached, but the attachment portion 3 is not necessarily provided, and as described above, for example, by directly welding to the outer periphery of the sleeve-like body 2, for example. Other members may be attached, and the configuration is not limited to the illustrated embodiment.

このスリーブ状の本体2は,その内径を前述の節形成部73におけるねじ鉄筋70の外径よりも僅かに大きく形成されており,ねじ鉄筋70をこの本体2の開孔4内に挿入することができるように構成されている。   The sleeve-shaped main body 2 is formed so that its inner diameter is slightly larger than the outer diameter of the screw rebar 70 in the aforementioned node forming portion 73, and the screw rebar 70 is inserted into the opening 4 of the main body 2. It is configured to be able to.

この本体2の内周には,図2に示すように内周方向に突出する突部5が設けられ,この突部5を螺旋状に形成された前述の螺旋節71間に嵌合することで,ねじ鉄筋70の長さ方向における取付具1の位置が固定され,取付具1のねじ鉄筋70の長さ方向への移動を規制する。   As shown in FIG. 2, a protrusion 5 protruding in the inner peripheral direction is provided on the inner periphery of the main body 2, and the protrusion 5 is fitted between the spiral nodes 71 formed in a spiral shape. Thus, the position of the fixture 1 in the length direction of the screw rebar 70 is fixed, and the movement of the screw rebar 70 in the length direction of the fixture 1 is restricted.

この突部5を図1〜4に示すように複数箇所に亘って設ける場合には,複数の突部5をねじ鉄筋70に形成された螺旋節71の捩れ角と同一角度となるように配列して設け,形成された全ての突部5が,同時に,該部に外嵌したねじ鉄筋70の螺旋節71間の間隔に嵌合されるように構成する。   When the protrusions 5 are provided at a plurality of locations as shown in FIGS. 1 to 4, the plurality of protrusions 5 are arranged so as to have the same angle as the twist angle of the spiral node 71 formed on the screw rebar 70. Thus, all the protrusions 5 formed and formed are simultaneously fitted into the space between the spiral nodes 71 of the screw rebar 70 externally fitted to the part.

なお,本実施形態にあっては,突部5の形状を例えば図3に示す平面形状において円形に形成しているが,この構成に代えて,図5に示すように内周方向に膨出する突条として形成しても良く,ねじ鉄筋70の螺旋節間の各間隔内に嵌合してねじ鉄筋70の軸線方向に対する移動を規制可能なものであれば,如何なる形状に形成しても良い。   In the present embodiment, the shape of the protrusion 5 is, for example, a circle in the planar shape shown in FIG. 3, but instead of this configuration, the protrusion 5 bulges in the inner circumferential direction as shown in FIG. The protrusion may be formed in any shape as long as it can be fitted in each interval between the spiral nodes of the screw rebar 70 and the movement of the screw rebar 70 in the axial direction can be restricted. good.

この突部5は,図2及び図6に示すように,本体2の円周方向全周に亘って設けることはせず,これを円周方向に間欠的に設けることで,取付具1をねじ鉄筋70を中心として所定角度で相対的に逆方向に回転させることで,突部5を螺旋節71間に嵌合した係止位置〔図6(A)参照〕と,平面部の外周に位置した可動位置〔図6(B)参照〕間で変位させることができるように構成されている。   As shown in FIGS. 2 and 6, the protrusion 5 is not provided over the entire circumference of the main body 2, but is provided intermittently in the circumferential direction, so that the fixture 1 can be provided. By rotating the screw rebar 70 around the screw rebar 70 in a relatively opposite direction at a predetermined angle, the protrusion 5 is fitted between the spiral nodes 71 (see FIG. 6A) and on the outer periphery of the flat portion. It is configured to be able to be displaced between the movable positions (see FIG. 6B).

本実施形態にあっては,図6(A)中に補助的に記載した二点鎖線で示すように,取付具1の本体2を,その軸芯を中心として円周方向に90度ずつの等間隔で4等分した際,このうちの対向する一対の区分の範囲内にのみ突部5が形成されるようにその形成位置を調整して,各突部5がねじ鉄筋70各螺旋節71の節間に嵌合された係止位置から,ねじ鉄筋70を軸芯を中心に90度回転させることにより,この突部がねじ鉄筋70の節間より抜け出して,平面部72の外周位置に相対的に移動することにより,ねじ鉄筋70の螺旋節71間と突部5との係合が解除されて,取付具1をねじ鉄筋70の軸線方向に移動させることができるようになっている。   In the present embodiment, as shown by a two-dot chain line supplementarily described in FIG. 6 (A), the main body 2 of the fixture 1 is rotated 90 degrees in the circumferential direction around its axis. When the projections 5 are divided into four equal intervals, the projections 5 are adjusted so that the projections 5 are formed only within the range of a pair of opposing sections. When the screw rebar 70 is rotated 90 degrees about the shaft center from the locking position fitted between the nodes 71, the projecting portion comes out from between the nodes of the screw rebar 70, and the outer peripheral position of the plane portion 72. By moving relative to each other, the engagement between the spiral nodes 71 of the screw rebar 70 and the protrusion 5 is released, and the fixture 1 can be moved in the axial direction of the screw rebar 70. Yes.

このような取付具1のスリーブ状の本体2は,一例として金属板を湾曲加工して円筒状に丸めることによって形成することができ,このようにして円筒状に加工する前の金属板の状態を図7に示す。   The sleeve-like main body 2 of the fixture 1 can be formed by, for example, bending a metal plate and rounding it into a cylindrical shape, and in this way, the state of the metal plate before being processed into a cylindrical shape. Is shown in FIG.

図7に示す実施形態にあっては,本体1となる矩形状の部分と,取付部となる耳片3を一体的に形成した金属板に,突部5となる半球状の突起を,例えばプレス成形等によって形成したもので,この金属板を長さ方向に筒状に湾曲させると共に,長さ方向の両端を成す二辺を突き合わせて溶着,その他の方法で接合して円筒状に形成する。   In the embodiment shown in FIG. 7, a hemispherical projection that becomes the protrusion 5 is formed on a metal plate that integrally forms the rectangular portion that becomes the main body 1 and the ear piece 3 that becomes the attachment portion. Formed by press molding, etc., this metal plate is curved in a cylindrical shape in the length direction, welded by butting two sides forming both ends in the length direction, and joined by other methods to form a cylindrical shape .

前述の耳片3には,図3〜5に示すように,本実施例にあっては該耳片3の突出方向を長さ方向とする長孔状のボルト孔31を形成し,このボルト孔31を介して挿入されたボルトを,取付対象とする他部材に形成されたボルト孔に挿入すると共に先端部分にナット等を螺合することにより,又は取付対象とする他部材に直接溶着したナットに螺合し,又は他部材に立設したボルトにナットを螺合する等して,この取付具1を他部材に取付可能としている。   As shown in FIGS. 3 to 5, in the above-described ear piece 3, in this embodiment, a long hole-shaped bolt hole 31 is formed with the protruding direction of the ear piece 3 as the length direction. The bolt inserted through the hole 31 is inserted into a bolt hole formed in another member to be attached and a nut or the like is screwed to the tip portion or directly welded to the other member to be attached. The mounting tool 1 can be attached to the other member by, for example, screwing into the nut or by screwing the nut into a bolt erected on the other member.

〔使用方法〕
以上,図1〜7を参照して説明した取付具1の使用方法の一例を,図8及び図9を参照して説明する。
〔how to use〕
An example of how to use the fixture 1 described with reference to FIGS. 1 to 7 will be described with reference to FIGS. 8 and 9.

図8に示す鉄筋籠80は,例えば鋼管杭の中空空間内に軸線方向に挿入されてコンクリート内に埋設されて補強筋となるもので,この鉄筋籠80の縦筋として,複数本(図示の実施形態にあっては4本)のねじ鉄筋70を使用すると共に,これら複数本のねじ鉄筋70の外周側に配置され,これらを束ねるフープ筋81と,前記複数のねじ鉄筋70の内周側において前記ねじ鉄筋70と連結されるフラットバー82を交互に配置した構成であり,これにより全体として円筒状を成す鉄筋籠80として構成されている。   The reinforcing bar 80 shown in FIG. 8 is inserted into the hollow space of a steel pipe pile in the axial direction and embedded in concrete to serve as reinforcing bars. In the embodiment, four screw rebars 70 are used, and the hoop bars 81 are arranged on the outer peripheral side of the plurality of screw rebars 70 to bundle them, and the inner peripheral side of the plurality of screw rebars 70. In FIG. 2, the flat bars 82 connected to the threaded reinforcing bars 70 are alternately arranged, thereby forming a reinforcing bar rod 80 having a cylindrical shape as a whole.

前述のフラットバー82は,帯板状の金属板の長さ方向両端を連結して無端環状に形成したもので,このフラットバー82の外周上にねじ鉄筋70を取り付けるために,図1〜7を参照して説明した前述の取付具1が使用される。   The above-mentioned flat bar 82 is formed in an endless annular shape by connecting both longitudinal ends of a strip-shaped metal plate. In order to attach the screw rebar 70 on the outer periphery of the flat bar 82, FIGS. The above-described fixture 1 described with reference to FIG.

この取付具1による鉄筋籠80の組み立てに際しては,前述の取付具1を耳片3を介して予め前述のフラットバー82の外周上の所定の位置に,図示の実施例では円周方向に90度毎の等間隔で取り付ける。   When the rebar rod 80 is assembled by the fixture 1, the fixture 1 is placed at a predetermined position on the outer periphery of the flat bar 82 in advance via the ear piece 3, and in the illustrated embodiment, 90 in the circumferential direction. Install at regular intervals.

前記耳片3に形成されたボルト孔31は,長孔状に形成されていることから,ボルトを緩めた状態では,このボルト孔31の長さに対応して取付具1をフラットバー82上で移動させることができ,取り付け位置の調整等が行えるように構成しても良い。   Since the bolt hole 31 formed in the ear piece 3 is formed in a long hole shape, when the bolt is loosened, the fixture 1 is mounted on the flat bar 82 in accordance with the length of the bolt hole 31. It is also possible to make a configuration such that the mounting position can be adjusted.

そして,前記フープ筋81の開孔内に通したねじ鉄筋70を,前記フラットバー82の外周に取り付けた取付具1の本体2内に前記突部5と螺旋節71とが干渉しないよう挿入し〔図9(A)〕,この作業を繰り返して所定数のフープ筋81及びフラットバー82を取り付ける。   Then, the screw rebar 70 passed through the opening of the hoop bar 81 is inserted into the main body 2 of the fixture 1 attached to the outer periphery of the flat bar 82 so that the protrusion 5 and the spiral node 71 do not interfere with each other. [FIG. 9A], this operation is repeated and a predetermined number of hoop muscles 81 and flat bars 82 are attached.

必要に応じてねじ鉄筋70とフープ筋81とは,これを鉄線等で結束して取付位置にずれが生じないように固定する。   If necessary, the threaded reinforcing bar 70 and the hoop bar 81 are bound with a steel wire or the like and fixed so that the mounting position does not deviate.

このようにして,取付具1の本体2内に挿入された前述のねじ鉄筋70は,これをレンチ等を使用して90度回転させると,ねじ鉄筋70の外周に形成された螺旋節71間に,取付具1のスリーブ状の本体内周に膨出した前述の突部5が嵌合して,ねじ鉄筋70を前記取付具1の本体2内より抜き取ることができなくなる〔図9(B)〕。   As described above, when the above-described screw rebar 70 inserted into the main body 2 of the fixture 1 is rotated by 90 degrees using a wrench or the like, the spiral nodes 71 formed on the outer periphery of the screw rebar 70 are connected. Further, the protrusion 5 swelled on the inner periphery of the sleeve-shaped main body of the fixture 1 is fitted, and the screw rebar 70 cannot be extracted from the main body 2 of the fixture 1 [FIG. ]].

このようにして,ねじ鉄筋70の螺旋節71と,取付具1の突部5とが嵌合した状態で,ねじ鉄筋70の平面部72と取付具1の本体内周間に金属板等によって構成される固定片6を挿入し,これによりねじ鉄筋70の回転止めをして,取付具1に係止されたねじ鉄筋70の抜け止めを行う〔図9(C)〕。   In this way, with the spiral node 71 of the screw rebar 70 and the protrusion 5 of the fixture 1 fitted, a metal plate or the like is provided between the flat portion 72 of the screw rebar 70 and the inner periphery of the main body of the fixture 1. The constituted fixing piece 6 is inserted, and thereby the screw rebar 70 is prevented from rotating, and the screw rebar 70 locked to the fixture 1 is prevented from coming off [FIG. 9C].

このようにして回転止めがされた取付具1の開孔4内には,さらに必要に応じてグラウトを注入する等してより強固に固定するものとしても良い。   It is good also as what fixes more firmly, for example by inject | pouring grout into the opening 4 of the fixture 1 by which rotation prevention was carried out in this way as needed.

このようにして,使用本数分のねじ鉄筋70を取付具1のスリーブ状に形成された本体2内に抜き取り不能に固定して,図8に示すような鉄筋籠の組み立てが完了し,組み立てられた鉄筋籠80は,中空杭の中空空間内に挿入されてこの中空空間内でコンクリート中に埋設されて一体化し,該中空杭の補強材等として使用される。   In this way, the screw rebars 70 corresponding to the number used are fixed in the main body 2 formed in the sleeve shape of the fixture 1 so as not to be pulled out, and the rebar assembling as shown in FIG. 8 is completed and assembled. The steel bar 80 is inserted into the hollow space of the hollow pile, embedded in the concrete in the hollow space and integrated, and used as a reinforcing material for the hollow pile.

このように,取付具1を介してフラットバー82をねじ鉄筋70に取り付けることにより,溶接によらずに両者の固着を行うことができることから,ねじ鉄筋70が溶接熱の影響を受けることはなく,ねじ鉄筋70が高強度鋼製である場合であっても,接合部分において強度低下が生じることがない。   In this way, by attaching the flat bar 82 to the screw rebar 70 via the fixture 1, both of them can be fixed without welding, so that the screw rebar 70 is not affected by the welding heat. Even if the screw rebar 70 is made of high-strength steel, the strength does not decrease at the joint.

また,ねじ鉄筋70の軸線方向に取付具1を移動させるに際してねじ鉄筋70又は取付具1を長時間に亘り連続的に回転させる必要がないことから,その取り付けが容易である。   Further, when the fixture 1 is moved in the axial direction of the screw rebar 70, it is not necessary to continuously rotate the screw rebar 70 or the fixture 1 for a long time, so that the attachment is easy.

その他の実施例
以上で説明した取付具1にあっては,スリーブ状の本体2と,ねじ鉄筋70に取り付けられる他部材を固定するための取付部として,前述した耳片3を設け,かつ,この耳片3を前記本体2と一体的に形成した例について説明したが,ねじ鉄筋70に対して他部材を取り付ける前記取付部3の構成は,図1〜7を参照して説明した前述の耳片3の構成に限定されず,ねじ鉄筋70に対して取り付けられる部材の形状,及びねじ鉄筋70の用途等,実施に対応して,各種の構成に適宜変更が可能である。
Other Embodiments In the fixture 1 described above, the above-mentioned ear piece 3 is provided as an attachment portion for fixing the sleeve-like main body 2 and other members attached to the screw rebar 70, and Although the example which formed this ear piece 3 integrally with the said main body 2 was demonstrated, the structure of the said attaching part 3 which attaches another member with respect to the screw rebar 70 was mentioned above with reference to FIGS. The configuration of the ear piece 3 is not limited, and various configurations can be appropriately changed according to the implementation such as the shape of a member attached to the screw rebar 70 and the use of the screw rebar 70.

図10に示す取付具1は,ねじ鉄筋70を鋼管杭90の上端縁に仮止めするために使用形態を例示したものであり,このようにして杭頭に取り付けられたねじ鉄筋70は,この杭頭上に構築される構造物の基礎内に突設されて,この基礎内に埋設される補強筋等と連結されて,基礎杭と基礎間を連結するために使用される。   The fixture 1 shown in FIG. 10 exemplifies a use form for temporarily fixing the screw rebar 70 to the upper edge of the steel pipe pile 90. The screw rebar 70 attached to the pile head in this way is It is used to connect the foundation pile and the foundation by projecting into the foundation of the structure built on the pile head and connecting with the reinforcing bars embedded in the foundation.

鋼管杭の杭頭部に対して杭頭上に構築される構造物の基礎中に埋設される補強筋を取り付ける場合,一例として図11に示すように,建て込みが完了した鋼管杭上に,上端縁に前述の補強筋が取り付けられた比較的短尺の鋼管杭90を載置,溶着することにより取り付けられる。   When a reinforcing bar embedded in the foundation of a structure constructed on the pile head is attached to the pile head of the steel pipe pile, as shown in FIG. It is attached by mounting and welding a relatively short steel pipe pile 90 with the above-mentioned reinforcing bars attached to the edge.

このように,杭頭部を構成する短尺の鋼管杭90の取り付けに際しては,この鋼管杭90と,この鋼管杭90内に挿入された鉄筋籠80とが共にクレーン等で吊るされて,建て込み済みの鋼管杭内に挿入され,この杭頭部内に生コンを打設して杭頭部を強化することが行われるが,この鋼管杭90の上端縁に,上方に突出する補強筋の全てを予め溶着してしまうと,この鋼管杭90内に鉄筋籠80を挿入する際,取り付け済みの補強筋が鉄筋籠80と干渉して挿入作業が困難となることから,前記補強筋の全部,又は一部(図11に示す実施例にあっては,4本中の2本)については,これを溶着することなく本発明の取付具1で仮止めしておき,鉄筋籠80の挿入時にはこれを除去,又は位置をずらせておくと共に,その後,再度仮止めして溶着することで,鋼管90に対する鉄筋籠の挿入を比較的容易に行うことができるように構成した。   As described above, when the short steel pipe pile 90 constituting the pile head is attached, the steel pipe pile 90 and the reinforcing bar 80 inserted into the steel pipe pile 90 are both suspended by a crane or the like. It is inserted into a finished steel pipe pile, and the pile head is reinforced by placing raw concrete in this pile head. All of the reinforcing bars protruding upward are formed on the upper edge of this steel pipe pile 90. If the reinforcing bar 80 is inserted into the steel pipe pile 90 in advance, the reinforcing bar already attached interferes with the reinforcing bar 80 and the insertion work becomes difficult. Alternatively, a part (two of the four in the embodiment shown in FIG. 11) is temporarily fixed with the fixture 1 of the present invention without welding, and when the reinforcing bar 80 is inserted. Remove this or shift the position, and then temporarily fix it again. By welding, and configured to be capable of performing the insertion of the reinforcing bar cage for steel pipe 90 relatively easily.

このように,補強筋を鋼管の上端縁に仮止めするための本実施例の取付具1は,図10に示すように図1〜図7を参照して説明した実施例の取付具1における本体2と同様の構成の本体2を備えている点では共通しているが,図1〜図7を参照して説明した取付具1にあっては,他部材の取付部として,前記本体2と一体的に形成された耳片3を備えるものであったのに対し,本実施例の取付具1にあっては,本体に対して溶着された金属板によって,この取付部3を形成している。   Thus, the fixture 1 of the present embodiment for temporarily fixing the reinforcing bars to the upper edge of the steel pipe is the same as the fixture 1 of the embodiment described with reference to FIGS. 1 to 7 as shown in FIG. Although common in that the main body 2 having the same configuration as that of the main body 2 is provided, in the mounting tool 1 described with reference to FIGS. On the other hand, in the fixture 1 of this embodiment, the attachment portion 3 is formed by a metal plate welded to the main body. ing.

この取付部3は,本実施形態にあっては,前記本体2の外周に溶着された固着板32と,この固着板32に対して平行を成す平行板33間を,前記両板体に対して直交方向を成す連結板34で連結して,全体をアングル状とし,本体2内に挿入されたねじ鉄筋70と前記平行板33間に,鋼管杭90の杭頭部における開口縁を挿入可能に構成した(図10参照)。   In this embodiment, the attachment portion 3 is formed between the fixing plate 32 welded to the outer periphery of the main body 2 and the parallel plate 33 parallel to the fixing plate 32 with respect to the two plate bodies. Are connected to each other by connecting plates 34 that are orthogonal to each other, and the whole is formed into an angle, and an opening edge in the pile head of the steel pipe pile 90 can be inserted between the threaded reinforcing bar 70 inserted into the main body 2 and the parallel plate 33. (See FIG. 10).

なお,前述したようにスリーブ状の本体2を直接,前記取付部3の平行板33に溶着した図示の構造に代えて,前記図1〜7を参照して説明した取付具1同様,前記本体2の開孔縁より突出する耳片を形成しておき,この耳片に形成したボルト孔31を介して前記固着板32にボルト止めなどしても良い。   As described above, instead of the illustrated structure in which the sleeve-shaped main body 2 is directly welded to the parallel plate 33 of the mounting portion 3, the main body is similar to the mounting tool 1 described with reference to FIGS. It is also possible to form an ear piece that protrudes from the edge of the two holes and bolt it to the fixing plate 32 through a bolt hole 31 formed in the ear piece.

以上のようにして本体2に取り付けられた取付部3の前記平行板33には,ボルト孔35が形成されていると共に,このボルト孔35内に,先端を前記ねじ鉄筋70に向けて突出するボルト36を挿入乃至は螺合して,このボルト36の先端で鋼管製既製杭の内周を押圧して,ボルト先端とねじ鉄筋70間で鋼管の肉厚を挟持することにより,この鋼管に対してねじ鉄筋70を仮止めすることができるように構成されている。   A bolt hole 35 is formed in the parallel plate 33 of the attachment portion 3 attached to the main body 2 as described above, and a tip projects into the bolt hole 35 toward the screw rebar 70. The bolt 36 is inserted or screwed together, the inner periphery of the steel pipe-made pile is pressed with the tip of the bolt 36, and the thickness of the steel pipe is sandwiched between the bolt tip and the threaded rebar 70, so that On the other hand, the screw rebar 70 is configured to be temporarily fixed.

なお,前記平行板33に形成されたボルト孔35には,該ボルト孔35の位置に対応してナットを溶着等しておいても良く,又は,ボルト36の突出端側よりナットを螺合して,このナットと平行板33との当接によりナットの後退を規制して,既製杭の外周面にこれを当接するように構成しても良い。   The bolt hole 35 formed in the parallel plate 33 may be welded with a nut corresponding to the position of the bolt hole 35, or the nut is screwed from the projecting end side of the bolt 36. And you may comprise so that retraction of a nut may be controlled by contact | abutting with this nut and the parallel plate 33, and this may be contact | abutted to the outer peripheral surface of a ready-made pile.

このようにして,鋼管製の杭頭上端開口部に,本発明の取付具1によって仮止めされたねじ鉄筋70は,前記ボルト36の締め,緩めにより着脱,乃至は取付位置の移動が容易であると共に,本体2内に挿入されたねじ鉄筋70は,その螺旋節71間に,本体2内周より膨出した突部5が嵌合した係止状態から,このねじ鉄筋70を90度回転させて,螺旋節71間より前記突部5が脱落した状態とすると,このねじ鉄筋70を軸線方向に移動させることができ,これによりねじ鉄筋70の突出長さの調整が比較的容易である。   In this way, the screw rebar 70 temporarily fixed to the upper end opening of the steel pipe pile head by the fixture 1 of the present invention can be easily attached or detached by tightening or loosening the bolt 36, or the attachment position can be moved. In addition, the screw rebar 70 inserted into the main body 2 is rotated 90 degrees from the locked state in which the protruding portion 5 bulging from the inner periphery of the main body 2 is fitted between the spiral nodes 71. Then, when the protrusion 5 is in a state of being dropped from between the spiral nodes 71, the screw rebar 70 can be moved in the axial direction, and the adjustment of the protruding length of the screw rebar 70 is relatively easy. .

以上のように,ねじ鉄筋70の突出長を調整すると共に,鋼管上端縁に対する取り付け位置を決定して仮止めした状態で,ねじ鉄筋70を鋼管外周に溶着する。   As described above, the screw rebar 70 is welded to the outer periphery of the steel pipe in a state in which the protruding length of the screw rebar 70 is adjusted and the attachment position with respect to the upper end edge of the steel pipe is determined and temporarily fixed.

鋼管に対するねじ鉄筋70の溶着後,前記取付具1はこれを取り外して回収しても良く,又は取付具を取り付けたまま,その後に行われるコンクリートの打設等の作業を行っても良い。   After the screw rebar 70 is welded to the steel pipe, the fixture 1 may be removed and recovered, or a concrete operation performed thereafter may be performed while the fixture is attached.

取付具の正面図。The front view of a fixture. 取付具の左側面図。The left view of a fixture. 取付具の平面図。The top view of a fixture. 取付具の低面図。The bottom view of a fixture. 突部の変更例を示す取付具の平面図。The top view of the fixture which shows the example of a change of a protrusion. ねじ鉄筋の取付状態における取付具の軸直交方向の断面図であり,(A)は係止位置,(B)は可動位置をそれぞれ示す。It is sectional drawing of the axis orthogonal direction of the fixture in the attachment state of a screw reinforcement, (A) shows a latching position and (B) shows a movable position, respectively. 湾曲加工により取付具となる金属板の平面図。The top view of the metal plate used as a fixture by a bending process. 本発明の取付具を使用して組み立てた鉄筋籠の斜視図。The perspective view of the reinforcing bar cage assembled using the fixture of the present invention. ねじ鉄筋に対する取付具の取付工程の説明図であり,(A)は取付具にねじ鉄筋を挿入する工程,(B)はねじ鉄筋を停止位置に回転させる工程,(C)は固定片により回転を係止する工程。It is explanatory drawing of the attachment process of a fixture with respect to a screw reinforcement, (A) is a process of inserting a screw reinforcement in a fixture, (B) is a process of rotating a screw reinforcement to a stop position, (C) is rotated by a fixed piece. Step of locking. 本発明の別の取付具の使用状態を示す説明図。Explanatory drawing which shows the use condition of another fixture of this invention. 図10の取付具を使用して杭頭補強の施工状態を示す説明図。Explanatory drawing which shows the construction state of pile head reinforcement using the fixture of FIG. ネジ鉄筋の説明図であり,(A)は正面図,(B)は(A)のB−B線断面図。It is explanatory drawing of a screw reinforcement, (A) is a front view, (B) is the BB sectional drawing of (A). 従来の接続具の使用状態を示す説明図。Explanatory drawing which shows the use condition of the conventional connector.

符号の説明Explanation of symbols

1 取付具
2 本体(取付具の)
3 取付部(耳片又は金属板)
31,35 ボルト孔
32 固着板
33 平行板
34 連結板
36 ボルト
4 開孔
5 突部
6 固定片
70 ねじ鉄筋
71 螺旋節
72 平面部
73 節形成部
80 鉄筋籠
81 フープ筋
82 フラットバー
90 鋼管杭
100 接続具
101 円筒部
102 取付部
103 ボルト孔
1 Fixture 2 Main body (of the fixture)
3 mounting part (ear piece or metal plate)
31, 35 Bolt hole 32 Fixing plate 33 Parallel plate 34 Connecting plate 36 Bolt 4 Opening hole 5 Protruding portion 6 Fixing piece 70 Screw rebar 71 Spiral node 72 Planar portion 73 Node forming portion 80 Reinforcing bar 81 Hoop bar 82 Flat bar 90 Steel pipe pile 100 connector 101 cylindrical portion 102 mounting portion 103 bolt hole

Claims (3)

直径方向で対峙する平行な平面を成す平面部を有する所定長さの円柱の前記平面部を除く前記円柱外周に,所定の螺旋軌道で螺旋節が形成された節形成部を備えたねじ鉄筋に対してその外周に取り付ける取付具であって,
前記節形成部における前記ねじ鉄筋の外径に対して大径に形成された開孔を有すると共に,前記ねじ鉄筋を回転可能に収容するスリーブ状の本体を有し,
前記ねじ鉄筋の収容時における該ねじ鉄筋と前記本体との相対的に逆方向の回転により,前記螺旋節間に嵌合して前記ねじ鉄筋の軸線方向に対する前記本体の相対的な移動を規制する係止位置と,前記ねじ鉄筋の平面部外周に位置して前記ねじ鉄筋の軸線方向に対する前記本体の相対的な移動を可能とする可動位置間で変位する突部を前記本体の開孔内に内周方向に突設したことを特徴とするねじ鉄筋用の取付具。
A screw rebar having a node forming portion in which a spiral node is formed in a predetermined spiral trajectory on the outer periphery of the cylinder excluding the plane portion of a cylinder having a predetermined length having a plane portion forming a parallel plane opposed in the diameter direction. A fitting attached to the outer periphery thereof,
A sleeve-shaped main body having a hole formed in a large diameter with respect to the outer diameter of the threaded reinforcing bar in the node forming portion and rotatably accommodating the threaded reinforcing bar;
When the screw rebar is housed, the screw rebar and the main body are rotated in a relatively opposite direction to fit between the spiral nodes to restrict relative movement of the main body with respect to the axial direction of the screw rebar. A protrusion that is positioned between the locking position and the outer periphery of the flat portion of the screw rebar and that is movable between the movable position that enables the relative movement of the main body with respect to the axial direction of the screw rebar is disposed in the opening of the main body. A screw rebar fixture characterized by protruding in the inner circumferential direction.
前記係止位置における前記本体の開孔内周と前記ねじ鉄筋の平面部間に圧挿される固定片を備えることを特徴とする請求項1記載のねじ鉄筋用取付具。   The screw rebar fixture according to claim 1, further comprising a fixing piece that is press-fitted between the inner periphery of the hole in the main body at the locking position and the flat portion of the screw rebar. 前記本体に他部材を取り付けるための取付部を設けたことを特徴とする請求項1又は2記載のねじ鉄筋用取付具。   3. The screw rebar mounting tool according to claim 1, further comprising a mounting portion for mounting another member on the main body.
JP2007165045A 2007-06-22 2007-06-22 Fixture for screw reinforcing iron bar Pending JP2009002076A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2007165045A JP2009002076A (en) 2007-06-22 2007-06-22 Fixture for screw reinforcing iron bar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2007165045A JP2009002076A (en) 2007-06-22 2007-06-22 Fixture for screw reinforcing iron bar

Publications (1)

Publication Number Publication Date
JP2009002076A true JP2009002076A (en) 2009-01-08

Family

ID=40318754

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Link
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011001764A (en) * 2009-06-19 2011-01-06 Takeo Matsunaga Fixing implement and fixed structure of reinforcement
JP2014169547A (en) * 2013-03-01 2014-09-18 Asahi Kasei Construction Materials Co Ltd Pile head structure
JP2016191290A (en) * 2015-03-31 2016-11-10 旭化成建材株式会社 Pile head joint member and pile head joint structure using the same
JP2017150265A (en) * 2016-02-26 2017-08-31 三井住友建設株式会社 Reinforcement cage and assembly method of this reinforcement cage
WO2021132237A1 (en) * 2019-12-27 2021-07-01 Next Innovation合同会社 Rod body and cylindrical body

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011001764A (en) * 2009-06-19 2011-01-06 Takeo Matsunaga Fixing implement and fixed structure of reinforcement
JP2014169547A (en) * 2013-03-01 2014-09-18 Asahi Kasei Construction Materials Co Ltd Pile head structure
JP2016191290A (en) * 2015-03-31 2016-11-10 旭化成建材株式会社 Pile head joint member and pile head joint structure using the same
JP2017150265A (en) * 2016-02-26 2017-08-31 三井住友建設株式会社 Reinforcement cage and assembly method of this reinforcement cage
WO2021132237A1 (en) * 2019-12-27 2021-07-01 Next Innovation合同会社 Rod body and cylindrical body
JP7479664B2 (en) 2019-12-27 2024-05-09 Next Innovation合同会社 Joint structure
JP7479688B2 (en) 2019-12-27 2024-05-09 Next Innovation合同会社 Joint structure

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