JP2024039693A - Groutless threaded joint socket joint - Google Patents

Groutless threaded joint socket joint Download PDF

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JP2024039693A
JP2024039693A JP2022144252A JP2022144252A JP2024039693A JP 2024039693 A JP2024039693 A JP 2024039693A JP 2022144252 A JP2022144252 A JP 2022144252A JP 2022144252 A JP2022144252 A JP 2022144252A JP 2024039693 A JP2024039693 A JP 2024039693A
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利弘 岩▲崎▼
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Abstract

【課題】従来の二本のネジ節ボルトを連結するソケットは、異形鉄筋の節やリブを削除し母材を加工し、不完全ネジ部を活用としながら、ミリネジ等を機械加工により施し、ネジ継手を使用して連結するため、一本毎に両端部の母材鉄筋の切削とネジ加工をしなければならず、工程が増えてコスト増となっていた。【解決手段】特殊な形状の2つのネジ節ボルトを連結するネジ節ソケット継手であって、螺合山数を5山以上、すなわち両端から螺合山数10山以上とし、前記ネジ節ボルトの雄ネジの節の間隔と、前記ネジ節ソケット継手の雌ネジの節を等間隔とし、前記ネジ節ボルトの雄ネジの節のネジ込み角度と、前記ネジ節ソケット継手の雌ネジのネジ込み角度を等しくし、前記ネジ節ボルトの雄ネジの節の高さと、前記ネジ節ソケット継手のネジ底高さを等しくする、ことによって、前記ネジ節ボルトの雄ネジの節と前記期ネジ節ソケット継手の雌ネジの節が完全嵌合し、連結時にグラウト材を必要としない、コスタダウンが図れるソケットを提供する。【選択図】 図2[Problem] Conventional sockets for connecting two threaded joint bolts are made by removing the knots and ribs of deformed rebar and processing the base material, utilizing the incomplete threaded portion, machining metric screws, etc., and connecting using a threaded joint. This requires cutting the base material rebar at both ends and thread processing for each bolt, which increases the number of processes and increases costs. [Solution] A threaded socket joint that connects two specially shaped threaded bolts, the number of threaded threads is 5 or more, i.e., 10 or more threaded threads from both ends, the interval between the nodes of the male thread of the threaded bolt and the nodes of the female thread of the threaded socket joint are equally spaced, the screw-in angle of the nodes of the male thread of the threaded bolt and the screw-in angle of the female thread of the threaded socket joint are equal, and the height of the nodes of the male thread of the threaded bolt and the screw bottom height of the threaded socket joint are equal, thereby providing a socket that completely fits the nodes of the male thread of the threaded bolt and the nodes of the female thread of the threaded socket joint, which does not require grout material when connecting and can reduce costs. [Selected drawing] Figure 2

Description

本発明は、2本のネジ節ボルトのグラウト材を用いずに連結する技術であって、グラウトレス化をするためのネジ節ボルトとネジ節ソケット継手に関する。 The present invention relates to a technique for connecting two threaded bolts without using grout, and relates to a threaded bolt and a threaded socket joint for groutless construction.

2本のネジ節鉄筋及びネジ節ボルトを連結する継手等については、連結性能を確保するために、多数の発明がなされている。 Many inventions have been made regarding joints and the like that connect two threaded reinforcing bars and threaded bolts to ensure connection performance.

特許文献1の発明では、耐引張力及び耐圧縮力上の両方の要件を充足でき、且つ汎用性を高めながら、部品点数を低減してコスト低減を図ることができる雄ねじ部の不完全ネジ部を活用した継手を提供している。 The invention of Patent Document 1 provides an incomplete threaded portion of a male threaded portion that can satisfy both the requirements for tensile strength and compressive strength, and can reduce costs by reducing the number of parts while increasing versatility. We offer fittings that utilize

特許文献2の発明では、異形棒鋼の端部にネジ切り加工したスリーブを挿入し、異形棒鋼にダイスにより縮径し、締めた継手で、ボルトにより鉄筋を連結する継手を提供している。 The invention of Patent Document 2 provides a joint in which a threaded sleeve is inserted into the end of a deformed steel bar, the diameter of the deformed steel bar is reduced with a die, and the reinforcing bars are connected with bolts.

特許文献3の発明では、固定状態にある鉄筋のネジ節を接続する際に、通常カプラーはその位相の如何により収容するために長大化する傾向にあるが、そのカプラーの可及的な短小化を図ることによって、カプラーに使用される鉄材ならびにグラウトの消費量が抑えられるため、位相吸収できるカプラーを位相吸収の必要ない場合にも使用できるだけでなく、その場合でさえグラウトの使用量制御ができるネジ節鉄筋継手機構およびその使用法ならびに鉄筋・カプラーを提供している。 In the invention of Patent Document 3, when connecting threaded joints of reinforcing bars in a fixed state, the coupler usually tends to become long to accommodate the phase, but the coupler is shortened as much as possible. By achieving this, the consumption of iron materials and grout used in couplers can be reduced, so not only can phase-absorbing couplers be used even in cases where phase absorption is not required, but even in such cases, the amount of grout used can be controlled. We provide threaded reinforcing bar joint mechanisms and their usage, as well as reinforcing bars and couplers.

特許文献4の発明では、ネジ込み角度を大きくしながら、頂点部を鋭角とする節と、節の間隔を一定に保つネジ節鉄筋を用いて、開き調整部と継手端部外周部にグラウト注入孔を備えるネジ節鉄筋継手を提供している。 In the invention of Patent Document 4, grout is injected into the opening adjustment part and the outer periphery of the joint end using knots with acute angle apexes and threaded joint reinforcing bars that keep the interval between the knots constant while increasing the screwing angle. A threaded reinforced bar joint with holes is provided.

特開2020-12308JP2020-12308 公開特許昭61-42437Published patent No. 61-42437 特開2009-19444JP2009-19444 特許第7081062号Patent No. 7081062

上記発明は次のような問題点があった。 The above invention had the following problems.

特許文献1の発明は、異形鉄筋の節やリブを削除し母材を加工し、不完全ネジ部を活用としながら、ミリネジ等を機械加工により施し、ネジ継手を使用して連結するため、一本毎に両端部の母材鉄筋の切削とネジ加工をしなければならず、工程が増えてコスト増となってしまう。 The invention of Patent Document 1 removes the knots and ribs of the deformed reinforcing bars, processes the base material, makes use of the incomplete threads, applies millimeter screws, etc. by machining, and connects them using threaded joints. The base metal reinforcing bars at both ends of each book must be cut and threaded, which increases the number of steps and costs.

特許文献2の発明は、異形鉄筋の母材にスリーブの片側がねじ切り加工され、加工されていない片側のルーズな径を挿入し、母材の外周にダイカストで加締め加工し継手を装着しながら、雌ネジ部にボルトをかえし異形鉄筋同士を連結するので、継手に掛かる加工工程と部品が増えコスト増となってしまう。 In the invention of Patent Document 2, one side of the sleeve is threaded into the base material of the deformed reinforcing bar, the loose diameter of the unprocessed side is inserted, and the outer periphery of the base material is crimped by die-casting to attach the joint. Since the bolts are inserted into the female threads to connect the deformed reinforcing bars, the number of processing steps and parts required for the joint increases, which increases costs.

特許文献3の発明は、長さに対しグラウト材の使用量が増え、ネジ山の減少とともに継手性能に影響を及ぼす可能性がある。 In the invention of Patent Document 3, the amount of grout used increases with respect to the length, which may affect joint performance as the screw thread decreases.

特許文献4の発明は、グラウト材の使用量は減っているが、グラウト材は必須である。 In the invention of Patent Document 4, although the amount of grout used is reduced, the grout is essential.

前記課題を解決するために、請求項1記載の発明は、ネジ込み角度を81度以上とする節を備え、前記節の間隔を1.6mm乃至5.2mmに保つことを特徴とする2つのネジ節ボルトを連結するネジ節ソケットであって、最少螺合山数を5山、すなわち両端から最少螺合山数10山とし、前記ネジ節ボルトの雄ネジの節の間隔と、前記ネジ節ソケットの雌ネジの節を等間隔とし、前記ネジ節ボルトの雄ネジの節の節角度と、前記ネジ節ソケットの雌ネジの節角度を等しくし、前記ネジ節ボルトの雄ネジの節の高さと、前記ネジ節ソケットのネジ底高さを等しくする、ことによって、前記ネジ節ボルトの雄ネジの節と前記期ネジ節ソケットの雌ネジの節が完全嵌合し、連結時にグラウト材を必要としないことを特徴としている。 In order to solve the above problem, the invention according to claim 1 is characterized in that two joints are provided with screwing angles of 81 degrees or more, and the interval between the joints is maintained at 1.6 mm to 5.2 mm. A threaded joint socket for connecting threaded joint bolts, wherein the minimum number of threaded threads is 5, that is, the minimum number of threaded threads from both ends is 10, and the interval between the male thread nodes of the threaded bolt and the threaded joint are The nodes of the female thread of the socket are equally spaced, the node angle of the male thread of the threaded bolt is equal to the node angle of the female thread of the threaded socket, and the height of the male thread of the threaded bolt is By making the height of the threaded bottom of the threaded socket equal, the male thread of the threaded bolt and the female thread of the threaded socket are completely fitted, and grouting is not required when connecting. It is characterized by not being

請求項2の発明は、請求項1のネジ節ソケット継手であって、2本のネジ節鉄連結後に、両端からネジ節スプリング・ワッシャー及びネジ節ナットをセットして、締め付けることを特徴としている。 The invention of claim 2 is the threaded socket joint of claim 1, which is characterized in that after the two threaded irons are connected, threaded spring washers and threaded nuts are set and tightened from both ends. .

上記ネジ節ソケットは、ネジ山が機械加工で出来るので生産性が向上し安価にできるとともに、グラウト材を使用しないため、連結不具合の場合、再連結可能でとなる。また、ネジ節ボルトが素材なので母材を加工しなくてもそのまま使用可能であるため、安価な素材となり、ネジ節ボルトの用途が広がって製造コストの低減が可能となる。 Since the screw threads of the threaded socket are machined, productivity is improved and costs can be reduced, and since no grout is used, the socket can be reconnected in the event of a connection failure. In addition, since the threaded bolt is the material, it can be used as is without processing the base material, making it an inexpensive material, expanding the uses of the threaded bolt, and reducing manufacturing costs.

本発明の実施形態にかかる、節(9)の間隔(P)を狭め、節(9)と軸線(K)との角度(A)を大きくしたネジ節ボルト(1)を示す図である。FIG. 2 is a diagram showing a threaded joint bolt (1) in which the interval (P) between the joints (9) is narrowed and the angle (A) between the joints (9) and the axis (K) is increased, according to an embodiment of the present invention. 本発明の実施形態にかかる、ネジ節ボルト(1)を連結した図であって、最少螺合山数(b)のネジ節ソケット(2)、ネジ節ナット(3)及びネジ節スプリング・ワッシャー(4)をセットしている状態示す図である。It is a diagram in which threaded bolts (1) are connected according to an embodiment of the present invention, and includes a threaded socket (2) with a minimum number of threads (b), a threaded nut (3), and a threaded spring washer. It is a diagram showing a state in which (4) is set. 本発明の実施形態にかかる、ネジ節ボルト(1)の雄ネジと、ネジ節ソケット(2)の雌ネジの拡大図である。FIG. 2 is an enlarged view of the male thread of the threaded bolt (1) and the female thread of the threaded socket (2) according to the embodiment of the present invention. 本発明の実施形態にかかる、ネジ節ボルト(1)の雄ネジと、ネジ節ソケット(2)の雌ネジが嵌合した状態を示す図である。FIG. 2 is a diagram showing a state in which the male thread of the threaded bolt (1) and the female thread of the threaded socket (2) are fitted together, according to an embodiment of the present invention. 本発明の実施形態にかかる、ネジ節ボルト(1)の切削状況を示した図である。It is a figure showing the cutting situation of threaded bolt (1) concerning an embodiment of the present invention. 本発明の実施形態にかかる、ネジ節ボルト(1)の位相を合す方法を示している。4 shows a method of matching the phases of threaded bolts (1) according to an embodiment of the present invention.

以下、添付図面を参照しながら本発明の実施の形態について説明する。以下の実施の形態は、本発明を説明するための例示であり、本発明をその実施の形態のみに限定する趣旨ではない。また、本発明は、その要旨を逸脱しない限り、様々な変形が可能である。さらに、各図面において同一の構成要素に対しては可能な限り同一の符号を付し、重複する説明は省略する。 Embodiments of the present invention will be described below with reference to the accompanying drawings. The following embodiments are illustrative for explaining the present invention, and are not intended to limit the present invention only to the embodiments. Further, the present invention can be modified in various ways without departing from the gist thereof. Furthermore, in each drawing, the same components are given the same reference numerals as much as possible, and duplicate explanations will be omitted.

図1は、i)がネジ節ボルト(1)の側面図、ii)がネジ節ボルト(1)の正面図を示している。本発明にかかる間隔(P)は、1.6mm乃至5.2mm、好ましくは3.0mm乃至5.0mm、さらに好ましくは4.0mmである。 In FIG. 1, i) shows a side view of the threaded bolt (1), and ii) shows a front view of the threaded bolt (1). The distance (P) according to the present invention is 1.6 mm to 5.2 mm, preferably 3.0 mm to 5.0 mm, and more preferably 4.0 mm.

図1に示す節(A)と軸線(K)との角度(A)は、甲、乙及び丙社製のネジ節ボルト(1)の節(9)では80度であるが、本発明のネジ節ボルト(1)の節(9)では80度より大きく、好ましくは81度以上、さらに好ましくは82乃至87度である。 The angle (A) between the node (A) and the axis (K) shown in FIG. The angle at the node (9) of the threaded bolt (1) is greater than 80 degrees, preferably 81 degrees or more, and more preferably 82 to 87 degrees.

さらに甲、乙及び丙社製のネジ節ボルト(1)では節(9)は、台形であるが、図1に示すように、本発明のネジ節ボルト(1)では頂点部を鋭角または台形でもよく、図4の雄ネジに図示するように迂曲していても良い。 Furthermore, in the threaded joint bolts (1) made by companies A, B, and C, the knot (9) is trapezoidal, but as shown in Fig. 1, the threaded joint bolt (1) of the present invention has an acute angle or trapezoidal apex. Alternatively, it may be curved as shown in the male thread in FIG.

上記のような本発明のネジ節ボルト(1)は、節(9)の間隔(P)を狭いため、ソケットの付着性が向上する。また、本発明のネジ節ボルト(1)は、節(9)と軸線(K)との角度(A)を大きいため、ネジ節ボルト(1)の螺合をスムーズ、及びすべりが少なくなる。これによって、螺合強度が向上し、以下に示す継手(2)を短くすることが可能となる。 Since the threaded joint bolt (1) of the present invention as described above has a narrow interval (P) between the joints (9), the adhesion of the socket is improved. Further, since the threaded bolt (1) of the present invention has a large angle (A) between the knot (9) and the axis (K), the threaded bolt (1) can be smoothly engaged and slippage is reduced. This improves the screwing strength and makes it possible to shorten the joint (2) described below.

図1のネジ節ボルト(1)を製造するにあたって、JISG3112の鉄筋コンクリート用棒鋼では、当該規格、コンクリート補強に使用する熱間圧延によって製造された丸鋼及び異形棒鋼について規定するとある。 In manufacturing the threaded bolt (1) in Figure 1, JIS G3112 Steel Bars for Reinforced Concrete specifies the standards for round steel bars and deformed steel bars manufactured by hot rolling used for concrete reinforcement.

当該規格の丸鋼種類及び記号は2種類であり、SR235、SR295となっている。また、異形棒鋼の種類及び記号は5種類であり、SD295A、SD295B、SD345、SD390、SD490である。近年ではSD590、SD685に相当するものが製造されている。 There are two types and symbols for round steel in this standard: SR235 and SR295. Furthermore, there are five types and symbols of the deformed steel bars: SD295A, SD295B, SD345, SD390, and SD490. In recent years, products equivalent to SD590 and SD685 have been manufactured.

図1のネジ節ボルト(1)を製造するために、JISG3112の鉄筋コンクリート用棒鋼の規格で形状は、異形棒鋼は表面に突起を備え、軸線方向の突起であるリブ、軸線方向以外の突起である節を備える。節(9)は、全長にわたり、ほぼ一定間隔(P)に分布し、同一形状・寸法をもつものとされている。 In order to manufacture the threaded bolt (1) in Fig. 1, according to the JIS G3112 standard for steel bars for reinforced concrete, deformed steel bars have protrusions on the surface, ribs that are protrusions in the axial direction, and protrusions in other than the axial direction. Provide a knot. The nodes (9) are distributed over the entire length at approximately constant intervals (P) and have the same shape and dimensions.

D16以上の規格では、異形棒鋼の節の付根部は応力集中の少ない形状としなければならず、節(9)形状の変更については規定が無い。 In the standards of D16 and above, the root of the joint of a deformed steel bar must be shaped to reduce stress concentration, and there are no regulations regarding changes in the shape of the joint (9).

よって本発明のような角度(A)にすることにより、節(9)の間隔(P)を狭めることが可能となる。節(9)と軸線(K)との角度(A)は45度以上と規定されているのため81度以上としても規格内となる。 Therefore, by setting the angle (A) as in the present invention, it becomes possible to narrow the interval (P) between the nodes (9). Since the angle (A) between the node (9) and the axis (K) is specified to be 45 degrees or more, it is within the standard even if it is 81 degrees or more.

節の高さ(H)は、サイズ毎に最小値、最大値が規定されているため範囲内とし、寸法は規格内となるため、JISG3112の鉄筋コンクリート用棒鋼に適合する。 The height (H) of the knot is within the range as the minimum and maximum values are specified for each size, and the dimensions are within the standard, so it conforms to JIS G3112 steel bars for reinforced concrete.

本発明のネジ節ボルト(1)は、JIS G 3112の鉄筋コンクリート用棒鋼の規格で製造する。製造方法は、図4に示すように熱間圧延でおこなうことによって、多量に製造することが可能となる The threaded bolt (1) of the present invention is manufactured in accordance with the JIS G 3112 standard for steel bars for reinforced concrete. The manufacturing method is hot rolling as shown in Figure 4, which makes it possible to manufacture in large quantities.

図5は、最終仕上げスタンドの圧延ロールにネジ節ボルト(1)のカリバー(Y)の切削状況を示し、図6は、ネジ節ボルト(1)の位相を合す方法を示している。 FIG. 5 shows the cutting state of the caliber (Y) of the threaded bolt (1) on the rolling roll of the final finishing stand, and FIG. 6 shows the method of aligning the threaded bolt (1) with the phase.

ネジ節ボルト(1)は規格内で、熱間圧延によって製造するものとし、加熱された角型ビレットを規格毎の断面圧下率に応じて複数の熱間圧延スタンドで規格毎の中間形状にする。規格サイズが小さくなるほどスタンド数は増える。最終スタンドの前工程で圧延された規格毎のカリバー形状(X)は、最終圧延スタンドの本発明のネジ節ボルト(1)のカリバー(Y)で圧延することで、それぞれの規格毎のネジ節ボルト(1)を多量生産が可能となる。 The threaded bolt (1) shall be manufactured by hot rolling within the specifications, and the heated square billet will be made into an intermediate shape for each standard using multiple hot rolling stands according to the cross-sectional reduction ratio for each standard. . The smaller the standard size, the more stands there will be. The caliber shape (X) for each standard rolled in the previous process of the final stand can be rolled with the caliber (Y) of the threaded joint bolt (1) of the present invention on the final rolling stand. It becomes possible to mass produce bolts (1).

軸線(K)方向の突起をリブ、及び軸線(K)方向以外の突起を節(9)といい、リブが無く節(9)がネジ状に形成されたのがネジ節ボルト(1)で、いずれも突起は最終圧延スタンドのロールカリバー(Y)で製造される。 The protrusion in the direction of the axis (K) is called a rib, and the protrusion in the direction other than the direction of the axis (K) is called a node (9). A threaded bolt (1) has no rib and the node (9) is thread-shaped. In both cases, the protrusions are manufactured by the roll caliber (Y) on the final rolling stand.

図1の規格毎のネジ節鉄筋ボルト(1)の2本のロールは、節(9)ピッチ(P)により規格毎のロール径が決まるため、最終スタンドの適用範囲内のロール径で、ロールの外周(W)が規格毎のピッチ(P)で割り切れるロール直径とする。 The two rolls of threaded joint reinforcing bar bolts (1) for each standard in Figure 1 have a roll diameter within the applicable range of the final stand because the roll diameter for each standard is determined by the joint (9) pitch (P). The roll diameter is such that the outer circumference (W) of the roll is divisible by the pitch (P) of each standard.

ロール径決定後、上ロール(5)と下ロール(6)の間にロール隙間(Z)を設定し、ネジ節ボルト(1)の節(9)部を2本のロールをあわせてネジ節ボルト(1)を切削する。ロールが別れても、合わせることでネジ節ボルト(1)の製造は可能である。 After determining the roll diameter, set the roll gap (Z) between the upper roll (5) and lower roll (6), and tighten the joint (9) of the threaded bolt (1) by aligning the two rolls. Cut the bolt (1). Even if the rolls are separated, it is possible to manufacture the threaded bolt (1) by combining them.

ネジ節ボルト(1)は、二面幅(B)の形状にするため、前工程で圧延されたひょうたん状のリーダオーバル(X)の形状の中央部に凹部を付け、最終仕上げスタンドで圧下圧延することで、凹みが幅広がりにならないようにし、二面幅(B)が形成できるようになっている。 In order to make the threaded bolt (1) into a shape with width across flats (B), a recess is made in the center of the gourd-shaped leader oval (X) that was rolled in the previous process, and it is rolled down on a final finishing stand. This prevents the recess from widening and allows the width across flats (B) to be formed.

リーダオーバル(X)の形状により最終仕上げスタンドで圧延すると、丸鋼、Dバー、ネジ節鉄筋の棒鋼に分かれる。ネジ節ボルト(1)のリーダオーバル(X)は、図5に示すように断面がひょうたん型であり、中央の凹みが圧下圧延されたとき、ロール(9)間の隙間(Z)にリブがはみ出さないように設計されている。 Depending on the shape of the leader oval (X), when rolled on the final finishing stand, it is divided into round steel bars, D bars, and threaded reinforcing bars. The leader oval (X) of the threaded bolt (1) has a gourd-shaped cross section as shown in Fig. 5, and when the central depression is rolled down, a rib is formed in the gap (Z) between the rolls (9). It is designed so that it does not stick out.

ネジ節ボルト(1)は、前述の通り上ロールと下ロールにそれぞれの節が切削されているため、下ロールの軸芯を固定し、上ロールの軸芯の回転を自由に変更可能としている。これによって位相合わせをすることができるため、上ロールを連結するユニバーサルジョイントは、微調整用に軸芯を回転できる位相装置が内蔵され、軸芯を圧延方向前か後に回転することで位相が合う。 As mentioned above, the threaded bolt (1) has sections cut into each of the upper and lower rolls, so it fixes the axis of the lower roll and allows the rotation of the axis of the upper roll to be changed freely. . This allows for phase alignment, so the universal joint that connects the upper roll has a built-in phase device that can rotate the axis for fine adjustment, and the phase can be matched by rotating the axis forward or backward in the rolling direction. .

図6に示す通り、試し圧延された製品(8)は、10山が測定できる長さで、両端部を直角に切断し、定盤の上で圧延方向の上ロール(5)側の10節の寸法(b1)と下ロール(6)側の10節の寸法(b2)を測定する。下ロール(6)側は固定されているため、寸法差(b3)が下ロール(6)側の寸法より大きい場合は、差分(b3)の寸法を後側にジョイントを回転させる。小さい場合は、前側に差分(b3)の寸法を回転することで、位相差(b0)が半ピッチとなった場合でも位相が合う。 As shown in Fig. 6, the test rolled product (8) was cut at right angles at both ends to a length that allowed measurement of 10 peaks, and placed on a surface plate at 10 sections on the upper roll (5) side in the rolling direction. (b1) and the dimension (b2) of the 10 sections on the lower roll (6) side. Since the lower roll (6) side is fixed, if the dimension difference (b3) is larger than the dimension on the lower roll (6) side, the joint is rotated to the rear side by the dimension of the difference (b3). If it is small, by rotating the dimension of the difference (b3) to the front side, the phases will match even if the phase difference (b0) is half a pitch.

上記方法により他の規格を満足し、ネジ節ボルト(1)の製品が多量製造できる。 By the above method, it is possible to mass-produce threaded bolts (1) that satisfy other standards.

図2乃至4に示すソケット(2)は、上記方法で製造したネジ節ボルト(1)を連結するソケット(2)である。以下、ソケット(2)の一例を挙げるが、ソケット(2)の素材、製造方法、形状はこれに限られない。 The socket (2) shown in FIGS. 2 to 4 is a socket (2) for connecting the threaded bolt (1) manufactured by the above method. An example of the socket (2) will be given below, but the material, manufacturing method, and shape of the socket (2) are not limited thereto.

図2は、ネジ節ボルト(1)に断面であって、ネジ節ソケット(2)と、ネジ節スプリング・ワッシャー(4)、ネジ節ナット(3)がセットされた図である。ネジ節ソケット(2)は、軽量化による強度低下を起こさないように、検査孔を有せず、管継手と同様に筒状の内面にネジ節ボルト(1)と同等のそのナット状のネジ山の凹凸が形成される。 FIG. 2 is a cross-sectional view of a threaded bolt (1), in which a threaded socket (2), a threaded spring washer (4), and a threaded nut (3) are set. The threaded socket (2) does not have an inspection hole in order to prevent a decrease in strength due to weight reduction, and has a nut-shaped screw similar to the threaded bolt (1) on the cylindrical inner surface like a pipe joint. The unevenness of the mountain is formed.

2本のネジ節ボルト(1)は各々をネジ節ソケット(2)の両端にネジ込む。ネジ節ボルト(1)である母材が抜けない最少螺合山数(b)は、本発明のネジ節ボルト(1)が80度より大きくしたことによって、嵌合摩擦が大きくなるため、強度試験及び引き抜き試験より、5山、すなわち両端から10山としている。 The two threaded bolts (1) are each screwed into both ends of the threaded socket (2). The minimum number of threaded threads (b) that prevents the base material of the threaded bolt (1) from coming off is determined by the fact that the threaded bolt (1) of the present invention is made larger than 80 degrees, which increases the fitting friction, and therefore increases the strength. Based on the test and pull-out test, there are 5 peaks, that is, 10 peaks from both ends.

図3はネジ節ボルト(1)と、ネジ節ソケット(2)の嵌合前の図である。図3 i)はネジ節ボルト(1)である雄ネジの節(A)の間隔(P)及び節角度(U)示しており、図3 ii)はネジ節ソケット(2)である雌ネジの節(A)の間隔(P)及び節角度(U)である。この節(A)の間隔(P)及び節角度(U)、並びに節高さ(H)とソケットネジ底(F)高さを等しくすることによって、完全嵌合できるネジ節となる。 FIG. 3 is a diagram of the threaded bolt (1) and the threaded socket (2) before they are fitted together. Figure 3 i) shows the spacing (P) and node angle (U) of the male thread of the threaded bolt (1), and Figure 3 ii) shows the female thread of the threaded socket (2). are the interval (P) and node angle (U) of the nodes (A). By making the interval (P) and knot angle (U) of the knots (A) equal, as well as the knot height (H) and the height of the socket screw bottom (F), a screw knot that can be perfectly fitted can be obtained.

図4はネジ節ボルト(1)と、ネジ節ソケット(2)の嵌合した図である。図4のように隙間なく完全嵌合するため、圧接やグラウト材を必要としないネジ節ボルト(1)及びネジ節ソケット(2)が可能となる。 FIG. 4 is a diagram showing a threaded bolt (1) and a threaded socket (2) fitted together. As shown in FIG. 4, since they are completely fitted without any gaps, it is possible to create a threaded bolt (1) and a threaded socket (2) that do not require pressure welding or grouting.

さらに連結強度を高めるために、図2に示すように、ネジ節ソケット(2)嵌合後に、ネジ節スプリング・ワッシャー(4)、ネジ節ナット(3)がセットして、締め付けてもよい。強固な連結を保ちながらも、グラウトレスであるため、バラすことが可能であり、再検査にも対応できる。 In order to further increase the connection strength, as shown in FIG. 2, after the threaded socket (2) is fitted, a threaded spring washer (4) and a threaded nut (3) may be set and tightened. While maintaining a strong connection, it is groutless, so it can be taken apart and can be re-inspected.

1 ネジ節ボルト
2 ネジ節ソケット
3 ネジ節ナット
4 ネジ節スプリング・ワッシャー
5 上ロール
6 下ロール
7 ロール回転方向
8 試圧品
9 節
A 節と軸線との角度
B 二面幅
b 最少螺合山数
b0 最少螺合山数
b1 最少螺合山数
b2 最少螺合山数
C ボルト内径(天地)
D ボルト外径
E ソケット外径
e 切削カリバー断面
F ソケットネジ底
G ソケット内径
H 節高さ
K 軸線
J 節底ロールカリバー外周
L ソケット全長
M 節頂点ロールカリバー外周
N ネジ節ナット高さ
P 間隔(ピッチ)
R 節付け根部R直径
r 節付け根部r半径
S バネ・ワッシャー高さ
T 節の欠損部の幅
U 節角度
V 圧延方向
W ロール外周
X リーダオーバル断面(ひょうたん型)
Y ネジ節ボルトのロールカリバー切削
Z ロール隙
1 Threaded joint bolt 2 Threaded joint socket 3 Threaded joint nut 4 Threaded joint spring/washer 5 Upper roll 6 Lower roll 7 Roll rotation direction 8 Test pressure product 9 Joint A Angle between joint and axis B Width across flats b Minimum screw thread Number b0 Minimum number of threads b1 Minimum number of threads b2 Minimum number of threads C Bolt inner diameter (top and bottom)
D Bolt outer diameter E Socket outer diameter e Cutting caliber cross section F Socket screw bottom G Socket inner diameter H Node height K Axis J Node bottom roll caliber outer circumference L Socket total length M Node top roll caliber outer circumference N Screw joint nut height P Interval (pitch) )
R Knot root R diameter r Knot root r radius S Spring/washer height T Width of the defective part of the knot U Knot angle V Rolling direction W Roll outer circumference X Leader oval cross section (gourd shape)
Y Roll caliber cutting of threaded bolt Z Roll gap

上記課題を解決するために、請求項1の発明は、ネジ込み角度を81度以上とする節を備え、前記節の間隔を1.6mm乃至5.2mmに保つことを特徴とする2つのネジ節ボルトを連結するネジ節ソケット継手であって、螺合山数を5山以上、すなわち両端から螺合山数10山以上とし、前記ネジ節ボルトの雄ネジの節の間隔と、前記ネジ節ソケット継手の雌ネジの節を等間隔とし、前記ネジ節ボルトの雄ネジの節のネジ込み角度と、前記ネジ節ソケット継手の雌ネジのネジ込み角度を等しくし、前記ネジ節ボルトの雄ネジの節の高さと、前記ネジ節ソケット継手のネジ底高さを等しくする、ことによって、前記ネジ節ボルトの雄ネジの節と前記ネジ節ソケット継手の雌ネジの節が完全嵌合し、連結時にグラウト材を必要としない、ことを特徴としている。
In order to solve the above problem, the invention according to claim 1 provides two screws characterized in that the screws are provided with joints whose screw-in angle is 81 degrees or more, and the interval between the joints is maintained at 1.6 mm to 5.2 mm. A threaded joint socket joint for connecting knot bolts, the number of threaded threads is 5 or more , that is, the number of threaded threads from both ends is 10 or more , and the distance between the knots of the male thread of the threaded bolt and the threaded joint are The female thread nodes of the socket joint are equally spaced, the screwing angle of the male thread node of the threaded bolt is equal to the screwing angle of the female thread of the threaded socket joint , and the male thread of the threaded bolt is By making the height of the knot of the threaded socket joint equal to the height of the threaded bottom of the threaded joint socket joint , the male threaded joint of the threaded bolt and the female threaded joint of the threaded joint socket joint are completely fitted and connected. It is characterized by the fact that it sometimes does not require grouting material.

請求項2の発明は、請請求項1のネジ節ソケット継手で、2本のネジ節ボルト連結、前記ネジ節ボルトの両端ネジ節スプリング・ワッシャー及びネジ節ナットをセットして、ネジ節ソケット継手を締め付ける、ことを特徴としている。 The invention of claim 2 is the threaded joint socket joint of claim 1 , wherein after connecting the two threaded bolts , a threaded spring washer and a threaded nut are set at both ends of the threaded bolt , and the threaded joint is tightened. It is characterized by tightening socket joints .

請求項2の発明は、請請求項1のネジ節ソケット継手で、2本のネジ節ボルト連結、前記ネジ節ソケット継手の両端ネジ節スプリング・ワッシャー及びネジ節ナットをセットして、ネジ節ソケット継手を締め付ける、ことを特徴としている。 The invention of claim 2 is the threaded socket joint of claim 1, in which after connecting the two threaded bolts, a threaded spring washer and a threaded nut are set at both ends of the threaded socket joint , and the threaded socket joint is tightened. It is characterized by tightening joint socket joints.

Claims (2)

ネジ込み角度を81度以上とする節を備え、前記節の間隔を1.6mm乃至5.2mmに保つことを特徴とする2つのネジ節ボルトを連結するネジ節ソケットであって、
最少螺合山数を5山、すなわち両端から最少螺合山数10山とし、
前記ネジ節ボルトの雄ネジの節の間隔と、前記ネジ節ソケットの雌ネジの節を等間隔とし、
前記ネジ節ボルトの雄ネジの節の節角度と、前記ネジ節ソケットの雌ネジの節角度を等しくし、
前記ネジ節ボルトの雄ネジの節の高さと、前記ネジ節ソケットのネジ底高さを等しくする、
ことによって、前記ネジ節ボルトの雄ネジの節と前記期ネジ節ソケットの雌ネジの節が完全嵌合し、連結時にグラウト材を必要としない、
ことを特徴とするネジ節ソケット継手。
A threaded joint socket for connecting two threaded joint bolts, characterized in that the joint has a joint whose screwing angle is 81 degrees or more, and the interval between the joints is maintained at 1.6 mm to 5.2 mm,
The minimum number of threaded threads is 5, that is, the minimum number of threaded threads from both ends is 10,
The intervals between the male threaded nodes of the threaded bolt and the female threaded nodes of the threaded socket are equally spaced;
The node angle of the male thread of the threaded bolt is equal to the node angle of the female thread of the threaded socket,
The height of the male thread of the threaded bolt and the thread bottom height of the threaded socket are made equal;
By this, the male thread of the threaded bolt and the female thread of the threaded socket are completely fitted, and no grout is required during connection.
A threaded joint socket joint characterized by:
請求項1のネジ節ソケット継手であって、
2本のネジ節鉄連結後に、両端からネジ節スプリング・ワッシャー及びネジ節ナットをセットして、締め付ける、
ことを特徴とするネジ節ソケット継手。

The threaded joint socket joint of claim 1,
After connecting the two screws, set the screw spring washer and screw nut from both ends and tighten.
A threaded joint socket joint characterized by:

JP2022144252A 2022-09-12 2022-09-12 groutless threaded joint socket fitting Active JP7196358B1 (en)

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