JPS5893576A - Hollow stud - Google Patents

Hollow stud

Info

Publication number
JPS5893576A
JPS5893576A JP19341281A JP19341281A JPS5893576A JP S5893576 A JPS5893576 A JP S5893576A JP 19341281 A JP19341281 A JP 19341281A JP 19341281 A JP19341281 A JP 19341281A JP S5893576 A JPS5893576 A JP S5893576A
Authority
JP
Japan
Prior art keywords
stud
core body
hollow
welding
female screw
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.)
Pending
Application number
JP19341281A
Other languages
Japanese (ja)
Inventor
Kikuma Matsuyama
梶本尚武
Masakatsu Murazaki
久禮俊達
Naotake Kajimoto
松山菊馬
Toshitatsu Kure
村崎政勝
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP19341281A priority Critical patent/JPS5893576A/en
Publication of JPS5893576A publication Critical patent/JPS5893576A/en
Pending legal-status Critical Current

Links

Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K35/00—Rods, electrodes, materials, or media, for use in soldering, welding, or cutting
    • B23K35/02—Rods, electrodes, materials, or media, for use in soldering, welding, or cutting characterised by mechanical features, e.g. shape
    • B23K35/0255—Rods, electrodes, materials, or media, for use in soldering, welding, or cutting characterised by mechanical features, e.g. shape for use in welding
    • B23K35/0288—Welding studs

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

PURPOSE:To mass-produce hollow studs with welding strength at low cost by forming a stud main body of a metallic pipe, and fitting a core body in one end opening part and providing a projection part outside of the core body. CONSTITUTION:A stud main body 1 is formed by cutting a metallic pipe to prescribed size; and a metallic core body 2 is pressed in one end opening part of the stud body 1 and the external end surface of the core body 2 is worked conically to form a projection part 3. An opening part 4 on the opposite side to the welding side where the core body 2 is fitted is drawn to a small diameter over prescribed length, and its internal surface is cut into a female screw 5. In this case, the minor diameter of the female screw 5 is a little bit less than the internal diameter of the hollow hole 1a of the stud body 1, and a threaded shaft engaging with the female screw 5 penetrates the female screw 5 to enter the hollow hole 1a. The welding side where the core body 2 is fitted is welded to a base metal 6 by a ordinary stud welding method to use the hollow stud.

Description

【発明の詳細な説明】 本発明はスタッド溶接のスタッド、特にパイプ状の中空
スタッドに関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a stud for stud welding, in particular to a hollow stud in the form of a pipe.

スタッド溶接のスタッド社溶着側の端面中央部に突起を
必要とするため、むくの材料すなわち金属棒を加工して
製造するのが一般的である。したがって、例えば第7図
のように、スタッド本体に長いねじ孔を設けた特殊なス
タッドを製作する場合、金属棒を切削加工してスタッド
本体21の溶着側端面に突起部22を形成すると共に1
反対側の端面からスタッド本体21を中ぐり加工し、そ
の内面に雌ねじ23を切削している。しかしこのような
中空スタッドは加工に手間を要するばかシでなく、材料
ロスも大きくススト高になる難点があった。特に、雌ね
じ23を長くしなければならな一場合や雌ねじの内実に
更に中空孔を設ける必要がある場合には加工コスト、材
料コストが著しく増大するものであった。
Stud welding requires a protrusion at the center of the end face on the welding side, so it is generally manufactured by processing a bare material, that is, a metal rod. Therefore, when manufacturing a special stud with a long threaded hole in the stud body as shown in FIG.
The stud main body 21 is bored from the opposite end surface, and a female thread 23 is cut into the inner surface thereof. However, such hollow studs are not easy to manufacture and require a lot of time and effort, and they also have the disadvantage of high material loss and high thrust. In particular, when the female thread 23 has to be made longer or when it is necessary to provide a hollow hole inside the female thread, processing costs and material costs have increased significantly.

本発明は上記従来の問題点に鑑み、その対策としてなし
たる本ので、スタッド本体を金属管によシ形成し、該金
属管の一端糊口部に金属製芯体を圧入嵌着すると共に、
i芯体の外側端面に突起部を設けて成る中空スタッドを
提供するものである。
The present invention has been made in view of the above-mentioned conventional problems and as a countermeasure thereof.The stud body is formed of a metal tube, and a metal core is press-fitted into the gluing portion at one end of the metal tube.
A hollow stud is provided in which a protrusion is provided on the outer end surface of an i-core body.

また1本発明は、王妃中空スタッドの溶着部に必要にし
てかつ十分な溶着−強度を付与せ、しめるため、前記ス
タッド本体を形成す−る金属管の溶着側開口部が、所要
溶着面積に対応する外径寸法に絞り加工又は拡開加工さ
れている中空スタッドを提供するものである。これによ
って、溶着部が必要以上に大きくなるのを避け、あるー
は溶着部断面積が不足するのを補vh、、必要にして十
分なる合理的な溶着断面積を具えた中空スタッドが得ら
れる。
In addition, in order to provide and tighten the necessary and sufficient welding strength to the welding part of the queen hollow stud, the welding side opening of the metal tube forming the stud body is arranged to have a welding area of a required welding area. The present invention provides a hollow stud that is drawn or expanded to a corresponding outer diameter. By doing this, it is possible to avoid making the weld part larger than necessary, compensate for the lack of weld part cross-sectional area, and obtain a hollow stud with a reasonable weld cross-sectional area that is sufficient to meet the needs. .

廻に本発明は、スタッド本体を形成する金属管の溶着剤
とは反対側の開口部に雌ねじが設けられると共に、その
内奥に中空孔を有する中空スタッドを提供するものであ
る。        ゛以下1本発明の!l!麹例を図
雫に基づ−て説明・する。スタッド本体1は市販の門属
管を所定寸法に−切断して形成され、該スタッド本体1
の一端開口部に金属製芯体2を圧入濠着゛シ、#芯体2
の外側端面を円錐形に加工して突起部3が形成されてい
る。一方、芯体2を嵌着した溶着側とは反対側の開口部
4は所定長さにわたって命中細径に絞り加工され、その
内面に雌ねじ6が切削加工されて−る。該雌ねじ6の谷
径はスタッド本体1の中空孔1aの内径do−よりやや
小径に形成されてiて、雌−ねじ6に一合する螺軸(図
示せず)が雌ねじ6を貫通して中空孔11Ltで進入で
きるようになって−る0− 上記構造の中空スタッドは、第2図に示すよう一1芯体
2を!着した溶着側を通常のスタッド溶蒙法によシ母材
6K11着し、て使用するので、あるが、この場合スタ
ッド本体1と芯体2が一体的に溶融して母材6に溶着さ
れるから、溶着断面積はパイプ材からなるスタッド本体
1の外径寸法と同径の中実棒材から表るスタッドと実質
的に同一となり、大1!−攻溶接強度が得られる。図中
、7は溶着部を示す。     □ なお、突起部3は第1図のように芯体2゛の外側端面を
円錐形に加工して形成するだけではなく。
Accordingly, the present invention provides a hollow stud in which a female thread is provided at the opening of the metal tube forming the stud body on the side opposite to the welding agent, and a hollow hole is provided deep inside the stud body.゛The following is one of the invention! l! Examples of koji will be explained based on illustrations. The stud body 1 is formed by cutting a commercially available pipe into a predetermined size.
Press-fit the metal core 2 into the opening at one end, #core 2
The protrusion 3 is formed by processing the outer end surface of the protrusion into a conical shape. On the other hand, the opening 4 on the side opposite to the welding side where the core body 2 is fitted is drawn to a narrow diameter over a predetermined length, and a female thread 6 is cut on the inner surface thereof. The root diameter of the female thread 6 is formed to be slightly smaller than the inner diameter do of the hollow hole 1a of the stud body 1, so that a screw shaft (not shown) that is aligned with the female thread 6 passes through the female thread 6. The hollow stud of the above structure, which can be entered through the hollow hole 11Lt, has a core body 2 as shown in FIG. The welded side is then attached to the base material 6K11 using the normal stud melting method, so in this case the stud body 1 and core body 2 are integrally melted and welded to the base material 6. Therefore, the welded cross-sectional area is substantially the same as that of a stud made of a solid bar material having the same diameter as the outer diameter of the stud body 1 made of pipe material, and is 1! - Aggressive welding strength can be obtained. In the figure, 7 indicates a welded part. □ Note that the protrusion 3 is not only formed by machining the outer end surface of the core body 2' into a conical shape as shown in FIG.

溶接時のアーク発生を容易且つ確実にするた応。To facilitate and ensure arc generation during welding.

第8図に例示するように、芯体2の外側端面の中央部に
アルミ=ユム製の小球8を埋め込んで、峡小球8を突起
部とすることもある。この場合、芯体2の外側端面は(
イ]のように円錐形状に形成してもよく、また(口)の
ように平坦面のままでもよ上記のように%パイプ状のス
タッド本体1と芯体とを一体的に溶融させて溶着するた
め母材6に□対する溶接強度が必要以上に大きくなる場
合にけ。
As illustrated in FIG. 8, a small ball 8 made of aluminum may be embedded in the center of the outer end surface of the core body 2, and the small ball 8 may be used as a protrusion. In this case, the outer end surface of the core body 2 is (
It may be formed into a conical shape as shown in (A), or it may be formed into a flat surface as shown in (A).As shown above, the pipe-shaped stud body 1 and the core body are integrally melted and welded. Therefore, when the welding strength to the base metal 6 becomes larger than necessary.

第4′図、第5図に示すように、スタッド本体1の溶着
−の開口部eをその外径が所要溶着断面積に対応する軸
径寸法とほぼ同一になるよう絞シ加工し、これに伴って
開口部9に圧入嵌着する芯体2もlII径にする。この
ようにすると、母材6に対す遣遜遺iji#」ll−経
済性の点でもきわめて有−である。逆に溶着断面積を増
大させる必要がある場合には、m口部eを拡開し且つこ
れに伴い芯体2も大径にして溶着断面積の不足を補えば
よ−1゜なお、第6図は雌ねじ6を設けずスタッド本体
1をパイプ状のまま使用する例を示す。
As shown in Figures 4' and 5, the welding opening e of the stud body 1 is drawn so that its outer diameter is approximately the same as the shaft diameter dimension corresponding to the required welding cross-sectional area. Accordingly, the core body 2 that is press-fitted into the opening 9 is also made to have a diameter of lII. By doing so, it is extremely economical to save money on the base material 6. On the other hand, if it is necessary to increase the welding cross-sectional area, the insufficiency of the welding cross-sectional area can be compensated for by expanding the opening m and increasing the diameter of the core body 2 accordingly. FIG. 6 shows an example in which the stud body 1 is used as it is in the pipe shape without providing the female thread 6.

次に、上記構成の本発明中空スタッドの一使用例を第6
図につ−て説明すム 第6図は、建築現場わ基礎工・事において、その他境界
区域10に隣摘して構築し九土留11に添って基礎コン
クリート12を打設する場合にコンクリート載枠13を
組み立てるために使用するセパレータ14の連結用とし
て本発明の中空スタッドを使用した例を示す。通常、土
留11は境界区域10に隔液してアイビーム16を適当
間隔を隔てて打ち込み、隣り合うアイビーム16間に横
矢板16を嵌め込むと共に、横矢板16と境界区域10
との間に土砂を投入して構築される。そして。
Next, a sixth example of the use of the hollow stud of the present invention having the above configuration will be described.
Figure 6 shows concrete placement when constructing adjacent to the boundary area 10 and pouring foundation concrete 12 along the nine earth retainers 11 during foundation work at a construction site. An example in which the hollow stud of the present invention is used for connecting the separator 14 used to assemble the frame 13 is shown. Normally, the earth retaining 11 is constructed by driving eye beams 16 into the boundary area 10 at appropriate intervals, and inserting the horizontal sheet piles 16 between the adjacent eye beams 16.
It is constructed by putting earth and sand in between. and.

各アイビーム16の側壁E1151L にセパレータ1
4の一端を連結し、該セパレータ14の他端で型枠13
を固定保持するようにCている。ところが、土留11を
構築する九めに打ち込まれ九アイビーーム16は必ずし
も図示のように地面に対して正確に垂直に打ち込まれて
おらず、傾いている場合が多く、ためにその側壁面15
1L  と型枠13との間隔りは場所によって異なシ一
定していない。したがって各セパレータ14は取シ付は
位置が異なる毎にその長さを加減調節する必要があり、
従来このようなセパレータ14の取付は作業は大変手間
を要し苦労してしたものである。
Separator 1 on the side wall E1151L of each eye beam 16
4 is connected to the formwork 13 at the other end of the separator 14.
C to hold it fixed. However, the nine eye beams 16 that are driven in at the ninth point to construct the earth retaining 11 are not necessarily driven exactly perpendicular to the ground as shown in the figure, but are often tilted, and as a result, the side wall surface 15
The distance between 1L and the formwork 13 varies depending on the location and is not constant. Therefore, it is necessary to adjust the length of each separator 14 each time the mounting position changes.
Conventionally, installing such a separator 14 has been very time-consuming and laborious.

上記のような場合に、アイビーム16に対するセパレー
タ14の連結用として゛上記本発明の中空スタッドを用
いると、セパレータ14の取付は作業が極めて容易且つ
迅速に行なえる。すなわち。
In the above case, if the hollow stud of the present invention is used to connect the separator 14 to the eye beam 16, the separator 14 can be attached very easily and quickly. Namely.

第1図に例示した中空スタッドをアイビーム16の側壁
15a  に溶着し1反対側の開口部4に設けた雌ねじ
6にセパレータ14のねじ部141Lを螺合して連結す
ると、ねじ部141L は雌ねじ6を貫通して中空孔t
iltで進入可能であるから、ねじ部14aのねじ込み
深さを加減することによシ。
When the hollow stud illustrated in FIG. 1 is welded to the side wall 15a of the eye beam 16 and the threaded portion 141L of the separator 14 is screwed into the female thread 6 provided in the opening 4 on the opposite side, the threaded portion 141L becomes the female thread 6. Hollow hole T
Since it is possible to enter with ilt, it is possible to enter by adjusting the screwing depth of the threaded portion 14a.

アイビーム16の側壁面151L からセパレータ14
の端部までの長さが微量調節でき、したがってセパレー
タ14の取付は作業が極めて容易且つ迅速に行なえる。
From the side wall surface 151L of the eye beam 16 to the separator 14
The length up to the end of the separator 14 can be adjusted by a small amount, so the attachment of the separator 14 can be carried out extremely easily and quickly.

なお、本発明の中空スタッドは、第6図に示した使用例
に限定されるものではなく種々の目的、用途に使用し得
ること勿険である。
Note that the hollow stud of the present invention is not limited to the usage example shown in FIG. 6, and can of course be used for various purposes and applications.

以上詳述したように1本発明の中空スタッドはスタッド
本体を金属管により形成したから1例えば端部開口に雌
ねじを有し且つその内奥に中空孔を具えているような中
空タツドを安価に量産できる。しかも、溶着側の開口部
に金属製芯体を圧入嵌着し、該芯体の外側端面に突起部
を設叶たから。
As detailed above, 1. Since the stud body of the hollow stud of the present invention is formed from a metal tube, 1. For example, a hollow stud with a female thread at the end opening and a hollow hole deep inside can be manufactured at low cost. Can be mass produced. Moreover, the metal core is press-fitted into the opening on the welding side, and the protrusion is provided on the outer end surface of the core.

中実棒材からなる通常のスタッドと同等の溶接強度が得
られるものである。
The welding strength is equivalent to that of regular studs made of solid bars.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明に係る中空スタッドの一例を示す縦断正
面図、第2図は同使用状態を示す一部切欠正面図、第8
図は同溶着部の変形例を示す縦断正面図、#!4図、第
5図はそれぞれ別の実施例を示す縦断正面図、第6−は
同使用例を示す横断平□ 面図、第7図は従来例を示す縦断正面図である。 1・・・・・・中空スタッド本体 1a・・・・中 空
 孔2・・・・・・芯 体   3・・・・・・突起部
4・・・・・・開口部  6・・・・・・雌ねじ6・・
・・・・母 材   7・・・・・・溶着部特許出願人
  松  山  菊  馬 区  −ε ′s              。 駈  マ
FIG. 1 is a longitudinal sectional front view showing an example of a hollow stud according to the present invention, FIG. 2 is a partially cutaway front view showing the same in use, and FIG.
The figure is a longitudinal sectional front view showing a modification of the welded part, #! 4 and 5 are longitudinal sectional front views showing different embodiments, 6- is a cross-sectional plan view showing the same usage example, and FIG. 7 is a longitudinal sectional front view showing a conventional example. 1...Hollow stud body 1a...Hollow hole 2...Core body 3...Protrusion 4...Opening 6...・Female thread 6・・
...Base material 7...Welded part patent applicant Matsuyama Kikuuma-ku -ε ′s. Canter Ma

Claims (1)

【特許請求の範囲】 1、 スタッド本体を金属管によシ形成し、該金属管の
一端開口部に金属−芯体を圧入嵌着し、該芯体の外側端
面に突起部を設けて成る中空スタッド。 i スタッド本体を形成する金属管の溶着側開口部が、
所要溶着面積に対応する外径寸法に絞シ加工又は拡開加
工されて−る特許請求の範囲11!1項記載の中空スタ
ッド。 6、スタッド本体を形成する金属管の溶着側とは反対側
の開口部内面に雌ねじが設けられている特許請求の範囲
第1項又は42項記載の中空スタッド。 本 前記突起部が前記芯体の端面中央部に埋設されたア
ルミニスふ製小球である特許請求の範囲w41項ないし
第8項のいずれかに記載の中空スタッド。
[Claims] 1. The stud body is formed of a metal tube, a metal core is press-fitted into an opening at one end of the metal tube, and a protrusion is provided on the outer end surface of the core. hollow stud. i The welding side opening of the metal tube forming the stud body is
The hollow stud according to claim 11!1, which is drawn or expanded to an outer diameter dimension corresponding to a required welding area. 6. The hollow stud according to claim 1 or 42, wherein a female thread is provided on the inner surface of the opening on the side opposite to the welding side of the metal tube forming the stud body. The hollow stud according to any one of claims W41 to 8, wherein the protrusion is a small sphere made of aluminum varnish embedded in the center of the end face of the core.
JP19341281A 1981-11-30 1981-11-30 Hollow stud Pending JPS5893576A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19341281A JPS5893576A (en) 1981-11-30 1981-11-30 Hollow stud

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19341281A JPS5893576A (en) 1981-11-30 1981-11-30 Hollow stud

Publications (1)

Publication Number Publication Date
JPS5893576A true JPS5893576A (en) 1983-06-03

Family

ID=16307520

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19341281A Pending JPS5893576A (en) 1981-11-30 1981-11-30 Hollow stud

Country Status (1)

Country Link
JP (1) JPS5893576A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS629718U (en) * 1985-07-04 1987-01-21
EP3610965A1 (en) * 2018-08-16 2020-02-19 Newfrey LLC Method of manufacturing a welding stud

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS629718U (en) * 1985-07-04 1987-01-21
EP3610965A1 (en) * 2018-08-16 2020-02-19 Newfrey LLC Method of manufacturing a welding stud

Similar Documents

Publication Publication Date Title
CN214696138U (en) Assembled bone-shaped anti-seismic node
JP2004027655A (en) Column-beam joint part intersecting method for building steel structure
CN208586762U (en) Flashlight cartridge type integration assembling type steel structure column beam contact composite structure
CN107989186A (en) A kind of prefabricated concrete structure primary steel feather joint node and its construction method
JP2017014766A (en) Grout injection method
US2172137A (en) Tubular metal railing structure
JP6478837B2 (en) Grout injection method
JPH11324221A (en) Lightweight metal structural material and method of manufacturing the same
JP3424087B2 (en) Manufacturing method of welding dowel
JP3399917B2 (en) Joint structure of steel pipe column and beam
JP2019060192A (en) Steel column core and beam-column joint structure
CN210002705U (en) Quick mounting structure of kind of rod iron crowd
CN215670141U (en) Connecting device for latticed column with chute and supporting beam
JP2593743B2 (en) Method of joining stud connector with inclination in construction, civil engineering, etc. and inclined ferrule
CN218088685U (en) Main chord member and standard knot
JPS61233131A (en) Foundation structure of pole
JP2002129552A (en) Spacer for cage
CN219951919U (en) Steel bar connecting structure and precast concrete pile
CN217378846U (en) Precast pile end plate, connector, connection structure and precast pile
KR200400503Y1 (en) Sectional electric pole
CN114150767A (en) Primary and secondary self-locking type steel rod structure connecting piece
CN111139977A (en) Combined type semi-grouting sleeve and mounting method thereof
JP2003253758A (en) Beam-column joint monolithic method of steel framed structure
JP4781573B2 (en) Pile head structure of foundation pile and pile head construction method of foundation pile
CN110117995A (en) A kind of constructional column