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JP4257005B2 - Screw rebar - Google Patents
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JP4257005B2 - Screw rebar - Google Patents

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Publication number
JP4257005B2
JP4257005B2 JP2000001404A JP2000001404A JP4257005B2 JP 4257005 B2 JP4257005 B2 JP 4257005B2 JP 2000001404 A JP2000001404 A JP 2000001404A JP 2000001404 A JP2000001404 A JP 2000001404A JP 4257005 B2 JP4257005 B2 JP 4257005B2
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JP
Japan
Prior art keywords
screw
thread
portions
rebar
threads
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.)
Expired - Lifetime
Application number
JP2000001404A
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Japanese (ja)
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JP2001193221A (en
Inventor
均 阿見
茂信 大橋
徹也 武部
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tokyo Tekko Co Ltd
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Tokyo Tekko Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Tokyo Tekko Co Ltd filed Critical Tokyo Tekko Co Ltd
Priority to JP2000001404A priority Critical patent/JP4257005B2/en
Publication of JP2001193221A publication Critical patent/JP2001193221A/en
Application granted granted Critical
Publication of JP4257005B2 publication Critical patent/JP4257005B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【0001】
【発明の属する技術分野】
この発明は、ねじ鉄筋に関するものである。
【0002】
【従来の技術】
一般に、ねじ鉄筋は、その周面に径方向に対峙する一対のねじ形成部を有し、これらねじ形成部に、軸線方向に等間隔ごとにねじ山が形成されている。ねじ鉄筋は、複数本が一直線に連結されてコンクリート構造物の主筋等を構成する。ねじ鉄筋の連結用の継手には、内周に雌ねじを有する筒形状のカプラーナットを用いるのが一般的である。このカプラーナットの両端に、連結されるべき2本のねじ鉄筋の端部がそれぞれ螺合される。
【0003】
一方、特開平10−121657号公報では、ねじ鉄筋の連結にスリーブ継手を用いている。スリーブ継手は、筒形状をなし、内周に雌ねじは形成されていない。このスリーブ継手の両端に、連結されるべき2本のねじ鉄筋の端部がそれぞれ挿入され、スリーブ継手の内周面とねじ鉄筋との間にグラウト材が充填される。グラウト材は、隣り合うねじ山間に入り込み、ねじ山とひっかかりを持つ。このとき、一般のねじ鉄筋では、ねじ山間の間隔が狭く、その間に入り込んだグラウト材が剪断され易い。そこで、上掲公報では、ねじ鉄筋のねじ山を、例えば1ピッチ(ねじ鉄筋の1周分)置きに完全に、または若干の凸部が残る程度に取り除くことが記載されている。これによって、元の高さのまま残されたねじ山とねじ山の間に位置するグラウト材が、ねじ鉄筋の軸線方向に沿って連続して剪断強度が高まり、ねじ山とのひっかかりを維持でき、ひいては、ねじ鉄筋どうしの連結強度を維持することができる。
【0004】
【発明が解決しようとする課題】
しかし、上掲公報に記載のねじ鉄筋では、ねじ山の欠けが1ピッチにもわたっているので、カプラーナットを連結用継手に用いた場合には、カプラーナットとのねじ結合力が弱くなり、必要な連結強度を得ることができない。
本発明は、上記事情に鑑みてなされたものであり、その目的とするところは、カプラーナットで連結した場合でもスリーブ継手で連結した場合でも十分な連結強度を確保可能なねじ鉄筋を提供することにある。
【0005】
【課題を解決するための手段】
上記課題を解決するため、第1の発明は、周面に、径方向に対峙する一対のねじ形成部を有し、これらねじ形成部に、軸線方向に等間隔ごとにねじ山が形成されたねじ鉄筋において、上記ねじ山の各々が、第1ねじ山部と、この第1ねじ山部より低い第2ねじ山部とを有していることを特徴とする。
【0006】
第2の発明は、第1の発明において、軸線方向に隣接する2つのねじ山では、上記第1、第2ねじ山部の周方向の配置位置が、互いに逆になっていることを特徴とする。
【0007】
第3の発明は、第1の発明において、上記各ねじ山が、上記第1ねじ山部を一対有し、これら第1ねじ山部の間に上記第2ねじ山部が配されていることを特徴とする。
【0008】
【発明の実施の形態】
以下、本発明の実施の形態を、図面を参照して説明する。
図1は、本発明の第1実施形態に係るねじ鉄筋10を示したものである。ねじ鉄筋10の周面には、径方向に対峙する一対のねじ形成部11と、これらねじ形成部11の間に配されたほぼ平坦な一対のねじ無し部12とが設けられている。ねじ形成部11には、軸線L方向に沿って等ピッチP(等間隔)でねじ山13が形成されている。
【0009】
図1および図2に示すように、各ねじ山13は、第1ねじ山部14と、この第1ねじ山部14より低い第2ねじ山部15とを有している。(図2において、二点鎖線は、ねじの谷を示す。)第2ねじ山部15の高さは、第1ねじ山部14の約半分になっている。これら第1、第2ねじ山部14,15は、それぞれねじ山13の長さの約半分づつを占めている。軸線L方向に隣接する2つのねじ山13では、第1、第2ねじ山部14,15の周方向の配置位置が、互いに逆になっている。
【0010】
上記のように構成されたねじ鉄筋10の作用を説明する。
図3は、2本のねじ鉄筋10をカプラーナット20で連結した連結構造Aを示したものである。カプラーナット20は、筒形状をなし、その内周に雌ねじ21が形成されている。このカプラーナット20の約半分に一方のねじ鉄筋10が螺合され、残り部分に他方のねじ鉄筋10が螺合されている。各ねじ鉄筋10にはロックナット30がそれぞれ螺合されており、これらロックナット30によってカプラーナット20が両側から締め付けられている。これによって、ねじ鉄筋10の第1ねじ山部14が、雌ねじ21のねじ山22に、大きなひっかかり高さをもって強く当てられている。第1ねじ山部14は、ねじ鉄筋10の1ピッチP中に2つの割合で配され、しかも、各ねじ形成部11の周方向に互い違いに配されているので、カプラーナット20の軸方向にも周方向にもほぼ一様に、かつ密な間隔でひっかけることができる。これによって、連結構造Aの連結強度を確実に高く維持することができる。また、第2ねじ山部15も、上記第1ねじ山部14の約半分のひっかかり高さをもって雌ねじ21のねじ山22に強く当たる。これによって、連結強度を一層高く維持することができる。
【0011】
次に、図4は、2本のねじ鉄筋10をスリーブ継手40で連結した連結構造Bを示したものである。スリーブ継手40は、筒形状をなし、その内周には環状凸部41が形成され、雌ねじは形成されていない。このスリーブ継手40の内部の約半分に、一方のねじ鉄筋10が挿入され、残り部分に他方のねじ鉄筋10が挿入されている。スリーブ継手40の両端部には、ねじ鉄筋10との間に環状をなすシール材42が設けられている。スリーブ継手40には、グラウト注入口43と空気抜き口44が形成されており、空気抜き口44から空気を抜きながら、グラウト注入口43からスリーブ継手40の内周面とねじ鉄筋10との間に、グラウト材50が充填されている。
【0012】
グラウト材50は、隣り合う2つのねじ山13間に入り込んでいる。このグラウト材50におけるねじ山13間への入り込み部50aは、第2ねじ山部15における第1ねじ山部14との段差を介して、軸線L方向に沿って隣りの入り込み部50aと連なっている。これによって、入り込み部50aの剪断強度が高められている。しかも、第1、第2ねじ山部14,15が互い違いに配置されているので、上記の連ねられた2つの入り込み部50aが、その高められた剪断強度を有効に発揮して第1ねじ山部14をひっかけることができ、さらには、この入り込み部50aと第1ねじ山部14とのひっかかりを、連結構造Bの周方向にも軸線L方向にもほぼ一様に形成することができる。これによって、連結構造Bの連結強度を十分に確保することができる。
【0013】
以上のように、ねじ鉄筋10は、カプラーナット20で連結した場合でもスリーブ継手40で連結した場合でも十分な連結強度を確保することができ、何れの連結構造A,Bにも適用することができる。
【0014】
図5は、本発明の第2実施形態に係るねじ鉄筋10Aを示したものである。このねじ鉄筋10Aの各ねじ山13は、一対の第1ねじ山部14を有し、これら第1ねじ山部14の間に第2ねじ山部15が配されている。
【0015】
本発明は、上記の実施形態に制約されるものでなく、種々の形態を採用することができる。
例えば、第1、第2ねじ山部14,15を有するねじ山13は、ねじ鉄筋10における少なくともカプラーナット20やスリーブ継手40に挿入される端部に形成すればよい。
第1ねじ山部14は、全てねじ形成部11の周方向の一端側に配し、第2ねじ山部15は、全て他端側に配してもよい。
第1実施形態において、第1ねじ山部14を第2ねじ山部15より、例えば2倍程度、長くしてもよい。
第2実施形態において、軸線L方向に隣接する第2ねじ山部15の周方向の位置を、互いにずらしてもよい。
連結構造Aにおいて、ロックナット30を締め付けるのに代えて、またはそれに加えて、カプラーナット20の内周とねじ鉄筋10との間の隙間にグラウト材を注入してもよい。
【0016】
【発明の効果】
以上説明したように、第1、第3の発明では、ねじ鉄筋をカプラーナットで連結した場合でもスリーブ継手で連結した場合でも、連結強度を高く維持することができる。
第2の発明では、連結強度を一層高く維持することができる。
【図面の簡単な説明】
【図1】(a)本発明の第1実施形態に係るねじ鉄筋の側面図である。
(b)上記ねじ鉄筋の平面図である。
(c)上記ねじ鉄筋の裏側の側面図である。
【図2】図1(b)のII−II線に沿う断面図である。
【図3】2本の上記ねじ鉄筋をカプラーナットで連結した連結構造の断面図である。
【図4】2本の上記ねじ鉄筋をスリーブ継手で連結した連結構造の断面図である。
【図5】本発明の第2実施形態に係るねじ鉄筋の平面図である。
【符号の説明】
10,10A ねじ鉄筋
11 ねじ形成部
13 ねじ山
14 第1ねじ山部
15 第2ねじ山部
L 軸線
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a screw rebar.
[0002]
[Prior art]
Generally, a threaded reinforcing bar has a pair of screw forming portions opposed to each other in the radial direction on its peripheral surface, and threads are formed at equal intervals in the axial direction in these screw forming portions. A plurality of screw reinforcing bars are connected in a straight line to constitute a main reinforcing bar of a concrete structure. Generally, a cylindrical coupler nut having an internal thread on the inner periphery is used for a joint for connecting threaded reinforcing bars. The ends of the two threaded reinforcing bars to be connected are respectively screwed to both ends of the coupler nut.
[0003]
On the other hand, in Japanese Patent Laid-Open No. 10-121657, a sleeve joint is used for connecting threaded reinforcing bars. The sleeve joint has a cylindrical shape, and no internal thread is formed on the inner periphery. The ends of the two threaded reinforcing bars to be connected are respectively inserted into both ends of the sleeve joint, and a grout material is filled between the inner peripheral surface of the sleeve joint and the threaded reinforcing bar. The grout material enters between adjacent threads and has a thread and catch. At this time, in a general screw rebar, the interval between the screw threads is narrow, and the grout material entering between them is easily sheared. Therefore, the above publication describes that the thread of the threaded reinforcing bar is removed, for example, every one pitch (one turn of the threaded reinforcing bar) or to the extent that some convex portions remain. As a result, the grout material located between the screw threads remaining at the original height increases the shear strength continuously along the axial direction of the screw rebar, and can keep the thread from being caught. As a result, the connection strength between the screw rebars can be maintained.
[0004]
[Problems to be solved by the invention]
However, in the threaded reinforcing bar described in the above publication, the chipping of the thread extends over 1 pitch. Therefore, when the coupler nut is used for the coupling joint, the screw coupling force with the coupler nut is weakened. The necessary connection strength cannot be obtained.
The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a threaded reinforcing bar capable of securing sufficient connection strength even when connected by a coupler nut or a sleeve joint. It is in.
[0005]
[Means for Solving the Problems]
In order to solve the above-mentioned problem, the first invention has a pair of screw forming portions opposed to each other in the radial direction on the peripheral surface, and threads are formed at equal intervals in the axial direction on these screw forming portions. In the threaded reinforcing bar, each of the thread threads has a first thread thread part and a second thread thread part lower than the first thread thread part.
[0006]
The second invention is characterized in that, in the first invention, in the two screw threads adjacent in the axial direction, the circumferential positions of the first and second screw threads are opposite to each other. To do.
[0007]
According to a third invention, in the first invention, each of the screw threads has a pair of the first screw thread parts, and the second screw thread part is arranged between the first screw thread parts. It is characterized by.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 shows a screw rebar 10 according to a first embodiment of the present invention. On the peripheral surface of the screw rebar 10, a pair of screw forming portions 11 facing each other in the radial direction and a pair of substantially flat unthreaded portions 12 disposed between the screw forming portions 11 are provided. In the screw forming portion 11, screw threads 13 are formed at an equal pitch P (equal intervals) along the axis L direction.
[0009]
As shown in FIGS. 1 and 2, each screw thread 13 has a first screw thread part 14 and a second screw thread part 15 lower than the first screw thread part 14. (In FIG. 2, the two-dot chain line indicates a thread valley.) The height of the second thread portion 15 is about half that of the first thread portion 14. These first and second thread portions 14 and 15 each occupy about half of the length of the thread 13. In the two screw threads 13 adjacent to each other in the axis L direction, the arrangement positions in the circumferential direction of the first and second screw thread portions 14 and 15 are opposite to each other.
[0010]
The effect | action of the screw rebar 10 comprised as mentioned above is demonstrated.
FIG. 3 shows a connection structure A in which two screw rebars 10 are connected by a coupler nut 20. The coupler nut 20 has a cylindrical shape, and an internal thread 21 is formed on the inner periphery thereof. One screw rebar 10 is screwed to about half of the coupler nut 20, and the other screw rebar 10 is screwed to the remaining part. A lock nut 30 is screwed into each screw rebar 10, and the coupler nut 20 is tightened from both sides by the lock nut 30. As a result, the first screw thread portion 14 of the screw rebar 10 is strongly applied to the screw thread 22 of the female screw 21 with a large catching height. The first thread portions 14 are arranged at two ratios in one pitch P of the screw rebar 10 and are arranged alternately in the circumferential direction of each screw forming portion 11, so that the first nut portions 14 are arranged in the axial direction of the coupler nut 20. Can be hooked evenly and closely spaced in the circumferential direction. Thereby, the connection strength of the connection structure A can be reliably maintained high. Further, the second screw thread portion 15 also strongly hits the screw thread 22 of the female screw 21 with a hooking height about half that of the first screw thread portion 14. Thereby, the connection strength can be kept higher.
[0011]
Next, FIG. 4 shows a connection structure B in which two screw rebars 10 are connected by a sleeve joint 40. The sleeve joint 40 has a cylindrical shape, an annular convex portion 41 is formed on the inner periphery thereof, and no female screw is formed. One threaded reinforcing bar 10 is inserted in about half of the inside of the sleeve joint 40, and the other threaded reinforcing bar 10 is inserted in the remaining part. At both ends of the sleeve joint 40, an annular sealing material 42 is provided between the threaded reinforcing bars 10. In the sleeve joint 40, a grout inlet 43 and an air vent 44 are formed. While air is vented from the air vent 44, between the inner peripheral surface of the sleeve joint 40 and the screw rebar 10 from the grout inlet 43. The grout material 50 is filled.
[0012]
The grout material 50 enters between two adjacent screw threads 13. The penetration part 50a between the screw threads 13 in the grout material 50 is connected to the adjacent penetration part 50a along the axis L direction through a step with the first screw thread part 14 in the second screw thread part 15. Yes. Thereby, the shear strength of the entering portion 50a is increased. In addition, since the first and second thread portions 14 and 15 are alternately arranged, the two entering portions 50a connected to each other effectively exhibit the increased shear strength and the first thread portion. The portion 14 can be hooked, and further, the catch between the entering portion 50a and the first screw thread portion 14 can be formed substantially uniformly in both the circumferential direction and the axis L direction of the connection structure B. Thereby, the connection strength of the connection structure B can be sufficiently ensured.
[0013]
As described above, the screw rebar 10 can ensure a sufficient connection strength regardless of whether it is connected by the coupler nut 20 or the sleeve joint 40, and can be applied to any of the connection structures A and B. it can.
[0014]
FIG. 5 shows a threaded reinforcing bar 10A according to the second embodiment of the present invention. Each screw thread 13 of the screw rebar 10A has a pair of first screw thread parts 14, and a second screw thread part 15 is disposed between the first screw thread parts 14.
[0015]
The present invention is not limited to the above-described embodiment, and various forms can be adopted.
For example, the thread 13 having the first and second thread portions 14 and 15 may be formed at least at the end of the screw rebar 10 inserted into the coupler nut 20 or the sleeve joint 40.
All of the first thread portions 14 may be disposed on one end side in the circumferential direction of the screw forming portion 11, and all of the second thread portions 15 may be disposed on the other end side.
In the first embodiment, the first thread portion 14 may be longer than the second thread portion 15 by, for example, about twice.
In the second embodiment, the circumferential positions of the second thread portions 15 adjacent in the direction of the axis L may be shifted from each other.
In the connection structure A, instead of or in addition to tightening the lock nut 30, a grout material may be injected into the gap between the inner periphery of the coupler nut 20 and the screw rebar 10.
[0016]
【The invention's effect】
As described above, in the first and third inventions, the connection strength can be kept high regardless of whether the threaded reinforcing bars are connected by a coupler nut or a sleeve joint.
In the second invention, the connection strength can be kept higher.
[Brief description of the drawings]
FIG. 1A is a side view of a threaded reinforcing bar according to a first embodiment of the present invention.
(B) It is a top view of the said screw reinforcement.
(C) It is a side view of the back side of the said screw reinforcement.
FIG. 2 is a cross-sectional view taken along line II-II in FIG.
FIG. 3 is a cross-sectional view of a connection structure in which two screw rebars are connected by a coupler nut.
FIG. 4 is a cross-sectional view of a connection structure in which two screw rebars are connected by a sleeve joint.
FIG. 5 is a plan view of a threaded reinforcing bar according to a second embodiment of the present invention.
[Explanation of symbols]
10, 10A Screw Reinforcing Bar 11 Thread Forming Part 13 Thread 14 First Thread Part 15 Second Thread Part L Axis

Claims (3)

周面に、径方向に対峙する一対のねじ形成部を有し、これらねじ形成部に、軸線方向に等間隔ごとにねじ山が形成されたねじ鉄筋において、
上記ねじ山の各々が、第1ねじ山部と、この第1ねじ山部より低い第2ねじ山部とを有していることを特徴とするねじ鉄筋。
In the screw rebar having a pair of screw forming portions opposed to each other in the radial direction on the peripheral surface, and thread formed at equal intervals in the axial direction on these screw forming portions,
Each screw thread has a first thread part and a second thread part that is lower than the first thread part.
軸線方向に隣接する2つのねじ山では、上記第1、第2ねじ山部の周方向の配置位置が、互いに逆になっていることを特徴とする請求項1に記載のねじ鉄筋。2. The screw rebar according to claim 1, wherein in two screw threads adjacent in the axial direction, the circumferential positions of the first and second screw thread portions are opposite to each other. 上記各ねじ山が、上記第1ねじ山部を一対有し、これら第1ねじ山部の間に上記第2ねじ山部が配されていることを特徴とする請求項1に記載のねじ鉄筋。2. The screw rebar according to claim 1, wherein each of the screw threads has a pair of the first screw thread portions, and the second screw thread portion is disposed between the first screw thread portions. .
JP2000001404A 2000-01-07 2000-01-07 Screw rebar Expired - Lifetime JP4257005B2 (en)

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Application Number Priority Date Filing Date Title
JP2000001404A JP4257005B2 (en) 2000-01-07 2000-01-07 Screw rebar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000001404A JP4257005B2 (en) 2000-01-07 2000-01-07 Screw rebar

Publications (2)

Publication Number Publication Date
JP2001193221A JP2001193221A (en) 2001-07-17
JP4257005B2 true JP4257005B2 (en) 2009-04-22

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JP6651422B2 (en) * 2015-10-16 2020-02-19 Jfe条鋼株式会社 Nejifushi rebar

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