JPH0518659B2 - - Google Patents
Info
- Publication number
- JPH0518659B2 JPH0518659B2 JP6453384A JP6453384A JPH0518659B2 JP H0518659 B2 JPH0518659 B2 JP H0518659B2 JP 6453384 A JP6453384 A JP 6453384A JP 6453384 A JP6453384 A JP 6453384A JP H0518659 B2 JPH0518659 B2 JP H0518659B2
- Authority
- JP
- Japan
- Prior art keywords
- thick
- column
- straight pipe
- diameter
- pipe
- 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
Links
- 239000000463 material Substances 0.000 claims description 21
- 238000000034 method Methods 0.000 claims description 21
- 238000004519 manufacturing process Methods 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 description 11
- 239000010959 steel Substances 0.000 description 11
- 238000005266 casting Methods 0.000 description 6
- 238000009750 centrifugal casting Methods 0.000 description 6
- 238000003466 welding Methods 0.000 description 6
- 230000035882 stress Effects 0.000 description 5
- 239000000470 constituent Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005304 joining Methods 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 238000009360 aquaculture Methods 0.000 description 1
- 244000144974 aquaculture Species 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000008646 thermal stress Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21D—WORKING OR PROCESSING OF SHEET METAL OR METAL TUBES, RODS OR PROFILES WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21D41/00—Application of procedures in order to alter the diameter of tube ends
- B21D41/02—Enlarging
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Description
【発明の詳細な説明】
本発明は鉄骨構造物等の柱材の製造法に関す
る。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for manufacturing column materials for steel structures and the like.
鉄骨構造物における円管柱の梁接合部(仕口
部)は、所要の仕口剛性確保のために、厚肉に形
成され、あるいは環状突起が設けられる。第8図
は、円管45,45と、仕口部となるべき厚肉の
円管46とを管端面の突合せ溶接により接合して
組立柱とし、その厚肉円管46の外面に梁42を
溶接接合するようにした例であり、第9図は、環
状突起47を有する円管48同士を溶接接合して
組立柱とし、その環状突起47,47に梁42の
フランジ42,1,42,1を当てがつて溶接接
合するようにした例である。 Beam joints (joint parts) of circular pipe columns in steel structures are formed thick or provided with annular protrusions in order to ensure required joint rigidity. FIG. 8 shows an assembly column made by joining circular pipes 45, 45 and a thick-walled circular pipe 46 that will become a joint part by butt welding of the pipe end faces, and a beam 42 attached to the outer surface of the thick-walled circular pipe 46. FIG. 9 shows an example in which circular pipes 48 having annular projections 47 are welded together to form an assembled column, and the flanges 42, 1, 42 of the beam 42 are attached to the annular projections 47, 47. , 1 is applied and welded and joined.
上記第8図の柱は、円管45,46として引抜
鋼管や溶接鋼管などを用いて組立られるが、仕口
部をなす厚肉円管46とその両側の円管45,4
5の厚肉が溶接接合部Wを境にして急激に変化す
るため、使用状態において応力集中、局部変形に
よる耐力低下等が生じ易い欠点がある。また、応
力集中のネツクとなる部分に溶接線が2本もある
ことは好ましくないことである。 The column shown in FIG. 8 above is assembled using drawn steel pipes, welded steel pipes, etc. as the circular pipes 45 and 46, and the thick-walled circular pipe 46 forming the joint part and the circular pipes 45 and 4 on both sides thereof are assembled using drawn steel pipes, welded steel pipes, etc.
Since the thickness of No. 5 changes rapidly at the welded joint W, there is a drawback that stress concentration and a decrease in proof strength due to local deformation are likely to occur during use. Furthermore, it is undesirable that there are two weld lines in a portion that causes stress concentration.
一方、環状突起47,47を有する柱の組立て
に使用される円管48としては遠心力鋳造管が用
いられる。第10図にその鋳造方案を示す。1は
鋳型であり、その内面の一端側には大径部7が設
けられている。8は大径部7に嵌装されたライナ
ーであり、ライナー8の段差部壁面81と大径部
7の段差部壁面71とで、鋳型内周面を一巡する
環状溝9が画成されている。なお、5,5は鋳型
両端開口部に嵌着された湯止め用バンド(端板)
である。該鋳型1を、その中心線を回転軸心とし
て回転させながら溶鋼を鋳込むと、遠心力の作用
下に図示のように、環状溝9にて形成される環状
突起47を有する円管48がえられる。 On the other hand, a centrifugally cast tube is used as the circular tube 48 used to assemble the column having the annular projections 47, 47. Figure 10 shows the casting method. Reference numeral 1 denotes a mold, and a large diameter portion 7 is provided at one end of the inner surface of the mold. Reference numeral 8 denotes a liner fitted into the large diameter portion 7, and the step wall surface 81 of the liner 8 and the step wall surface 71 of the large diameter portion 7 define an annular groove 9 that goes around the inner peripheral surface of the mold. There is. In addition, 5 and 5 are hot water stopper bands (end plates) fitted to the openings at both ends of the mold.
It is. When molten steel is poured into the mold 1 while rotating about its centerline, a circular tube 48 having an annular protrusion 47 formed by an annular groove 9 forms under the action of centrifugal force as shown in the figure. available.
遠心力鋳造法は大量生産に適しており、組立柱
構成ユニツトとしての円管(柱材)を安価に製造
することができる。また、その円管を構成ユニツ
トとして組立てられた柱は、仕口部における溶接
線Wが1本だけであるから、前記第8図の柱に比
し強度的にも有利である。 The centrifugal force casting method is suitable for mass production, and enables the production of circular tubes (column materials) as assembled column constituent units at low cost. Further, since the column assembled using the circular pipe as a constituent unit has only one weld line W at the joint, it is advantageous in terms of strength compared to the column shown in FIG. 8.
しかしながら、前記鋳造方案による遠心力鋳造
においては、環状溝9を形成するための鋳型の組
立てに煩瑣な手間を要し、生産性が極めて悪いう
えに、ライナー8や鋳型大径部7の段差部壁面8
1,71に鋳造時の熱応力による変形・割れが生
じ易く、耐用寿命が短い。しかも、仕口部に必要
な環状突起47,47の位置、突起の間隔や突出
高さ等は柱の設計に応じてそのつど変るものであ
るから、その図面が決定するまで、鋳型やライナ
ーの製作に着手することができず、従つて納期の
対応に著しい困難を伴なう等の欠点がある。 However, in the centrifugal casting according to the casting method described above, assembly of the mold for forming the annular groove 9 requires a lot of time and effort, and productivity is extremely low. Wall surface 8
No. 1,71 is easily deformed and cracked due to thermal stress during casting, and has a short service life. Moreover, the positions of the annular protrusions 47, 47, the spacing between the protrusions, the protrusion height, etc. necessary for the joint part change each time depending on the design of the column, so the mold and liner must be adjusted until the drawings are finalized. There are drawbacks such as the inability to start production and therefore significant difficulty in meeting delivery dates.
また、上記従来の柱の仕口部は、その上下の直
管部の表面よりも外方へ膨出している形状を有す
るので、仕口部の膨出面の全体が梁42で被蔽さ
れるような場合はともかく、部分的に、例えば2
方向または3方向にのみ梁が接合される場合は、
梁が接合された部分以外の膨出面は露出したまま
直接視覚されることになり、外観の不体裁を免れ
ない。 Further, since the above-mentioned conventional column joint part has a shape that bulges outward from the surfaces of the straight pipe parts above and below, the entire bulging surface of the joint part is covered with the beam 42. Regardless of the case, partially, for example, 2
If beams are connected only in one direction or three directions,
The bulging surfaces other than the parts where the beams are joined remain exposed and can be seen directly, resulting in an unsightly appearance.
更に、従来の柱の仕口部は、断面外形状が円形
であるから、梁を溶接接合するに際しては、梁の
端面に、仕口部の凸周面と一致するように円弧状
開先を形成しなければならない。このような凸部
面の仕口部への梁の溶接組立て作業は極めてめん
どうな作業であり、生産性も非常に悪い。 Furthermore, since the joint section of a conventional column has a circular external cross-sectional shape, when welding the beams together, an arc-shaped bevel is formed on the end face of the beam to match the convex peripheral surface of the joint section. must be formed. Welding and assembling the beam to the joint part of the convex surface is extremely troublesome work, and the productivity is also very low.
本発明は円管柱に関する上記問題を解決したも
のであり、第1図に示されるように、直管部11
の一端側に、内面が内方に膨出しており、外面
に、直管部の延長円周面の内側に含まれる平面2
2を有する肉厚縮径部21がテーパ部25を介し
て形成されている柱材の製造法を提供する。 The present invention solves the above-mentioned problems regarding the cylindrical column, and as shown in FIG.
On one end side, the inner surface bulges inward, and the outer surface has a flat surface 2 included inside the extended circumferential surface of the straight pipe part.
To provide a method for manufacturing a column material in which a reduced diameter portion 21 having a diameter of 2 is formed through a tapered portion 25.
本発明の柱材の製造方法は、直管部の一端側に
外方へ膨出する厚肉大径部を有する遠心鋳造管を
素管とし、その厚肉大径部を絞り加工することに
より縮径して上記形状を有する柱材を得るもので
ある。 The method for manufacturing the column material of the present invention is to use a centrifugally cast tube having a thick walled large diameter portion that bulges outward at one end of the straight pipe portion as a blank tube, and to draw the thick walled large diameter portion. A column material having the above shape is obtained by reducing the diameter.
以下、本発明について詳しく説明する。 The present invention will be explained in detail below.
本発明において素管として使用される遠心鋳造
管は、第2図に示されるように、直管部11の一
端側に、テーパ部13を介して、外方へ膨出する
厚肉大径部12を有している。直管部11と厚肉
大径部12の内径は同一であつて、テーパ部13
は内周面14と外周の円錐面をなすテーパ面15
にて画成されている。 As shown in FIG. 2, the centrifugally cast pipe used as the raw pipe in the present invention has a thick-walled, large-diameter part that bulges outward through a tapered part 13 at one end of a straight pipe part 11. It has 12. The straight pipe portion 11 and the thick large diameter portion 12 have the same inner diameter, and the tapered portion 13
is an inner circumferential surface 14 and a tapered surface 15 forming a conical surface on the outer circumference.
It is defined by.
上記遠心鋳造管10は第3図に示す鋳造方案に
より鋳造される。1は遠心鋳造鋳型であり、2は
鋳型内の直管形成部、3は大径部、4はテーパ面
である。鋳型1の両端開口部には端板5,5が嵌
着されており、鋳型の中心軸を回転中心とする回
転駆動下に、端板5の注湯孔6から鋳型内に所定
量の溶鋼を鋳込み、遠心力の作用により鋳型内壁
面にそつて所定の層厚の溶湯シリンダ10′を形
成して凝固させれば、第2図に示すごとき形状の
鋳造管が得られる。 The centrifugally cast tube 10 is cast according to the casting method shown in FIG. 1 is a centrifugal casting mold, 2 is a straight pipe forming part in the mold, 3 is a large diameter part, and 4 is a tapered surface. End plates 5, 5 are fitted into the openings at both ends of the mold 1, and a predetermined amount of molten steel is poured into the mold from the pouring hole 6 of the end plate 5 under rotation about the central axis of the mold. A molten metal cylinder 10' having a predetermined layer thickness is formed along the inner wall surface of the mold by the action of centrifugal force and is solidified to obtain a cast pipe having the shape shown in FIG.
ついで、上記遠心鋳造管10を素管とし、その
厚肉大径部12およびテーパ部13にプレスまた
はロール等による絞り加工を施す。素管10の絞
り加工は、鋳型から引抜いた後の鋳造のままの状
態で行われることもあり、あるいはその後の焼な
らし処理等の熱処理が施された状態で行われるこ
ともある。この絞り加工により、素管の厚肉大径
部12およびテーパ部13を縮径し、第1図に示
すように、所要の肉厚を保持しながら、内面を内
方へ膨出させるとともに、外面に平面22を形成
する。平面22は、直管部11の円周面の延長面
の内側に含まれるように形成される。また、その
絞り加工においては、平面22を有する厚肉縮径
部21と直管部11の外面の段差の急激な変化を
さけるために、厚肉縮径部21と直管部11との
間に外面のテーパ面23を形成せしめる。なお、
内面のテーパ面24は絞り加工による縮径の過程
で形成される。このテーパ面23と24とで厚肉
縮径部21と直管部11との間にテーパ部25が
与えられる。 Next, the centrifugally cast pipe 10 is made into a blank pipe, and its thick large diameter portion 12 and tapered portion 13 are subjected to drawing processing using a press, a roll, or the like. The drawing process of the raw tube 10 may be performed in the as-cast state after being pulled out from the mold, or may be performed after being subjected to subsequent heat treatment such as normalizing treatment. Through this drawing process, the diameter of the thick large diameter part 12 and tapered part 13 of the raw pipe is reduced, and as shown in FIG. 1, the inner surface is bulged inward while maintaining the required wall thickness. A flat surface 22 is formed on the outer surface. The plane 22 is formed to be included inside the extended surface of the circumferential surface of the straight pipe portion 11 . In addition, in the drawing process, in order to avoid a sudden change in the level difference between the outer surfaces of the thick-walled reduced-diameter part 21 and the straight pipe part 11 having the flat surface 22, the gap between the thick-walled reduced-diameter part 21 and the straight-tube part 11 is A tapered surface 23 is formed on the outer surface. In addition,
The inner tapered surface 24 is formed in the process of diameter reduction by drawing. These tapered surfaces 23 and 24 provide a tapered portion 25 between the thick diameter reduced portion 21 and the straight pipe portion 11.
第4図に素管の絞り加工により得られた柱材の
例を示す。厚肉縮径部21は4つの平面22から
なるほぼ矩形の外形状を有している。平面と平面
の間の隅部26は図示のように周方向に湾曲する
曲面であつてよい。厚肉縮径部21の平面22は
梁が接合される面であり、従つて厚肉縮径部21
は、接合されるべき梁の本数に応じた数の平面を
有する任意の多角形状に形成される。第5図は2
つの平面22を形成し、それ以外の部分は周方向
に湾曲する円弧面27である厚肉縮径部21を有
する柱材の例である。梁の接合方向によつては、
2つの平面22が直角2方向に形成されることも
ある。また、梁の接合本数が1本である場合に
は、厚肉縮径部の一部分のみを平面とし、それ以
外の部分は円弧面に形成すればよい。なお、上記
の例における平面と平面の間の隅部の曲面26や
円弧面27は、直管部11の延長周面の内側に含
まれるか、あるいは延長周面とほぼ一致するよう
に形成することが望ましいが、使用状態での美観
が損なわれない範囲内で、延長周面より外方へ突
出していてもよい。また、隅部の曲面26や円弧
面27と直管部11の内周面の間に段差がある場
合は、テーパ面28を形成すればよい。 Figure 4 shows an example of a column material obtained by drawing a raw pipe. The thick reduced diameter portion 21 has a substantially rectangular outer shape consisting of four flat surfaces 22. The corner 26 between the planes may be a curved surface that curves in the circumferential direction as shown. The plane 22 of the thick-walled reduced diameter portion 21 is the surface to which the beam is joined, and therefore the thick-walled reduced-diameter portion 21
is formed into an arbitrary polygonal shape having a number of planes corresponding to the number of beams to be joined. Figure 5 is 2
This is an example of a column member having a thick diameter reduced portion 21 that forms two flat surfaces 22 and the other portion is a circular arc surface 27 that curves in the circumferential direction. Depending on the direction of beam connection,
Two planes 22 may be formed in two orthogonal directions. Further, when the number of beams to be connected is one, only a portion of the thick-walled diameter-reduced portion may be formed into a flat surface, and the other portion may be formed into an arcuate surface. In addition, the curved surface 26 and the circular arc surface 27 at the corner between the two planes in the above example are formed to be included inside the extended circumferential surface of the straight pipe portion 11 or to substantially coincide with the extended circumferential surface. However, it may protrude outward from the extended circumferential surface within a range that does not impair the aesthetic appearance in use. Furthermore, if there is a step between the curved surface 26 or arcuate surface 27 at the corner and the inner circumferential surface of the straight pipe section 11, a tapered surface 28 may be formed.
上記柱材20を必要な本数準備し、これをユニ
ツトとして厚肉縮径部21の側の端面同士および
直管部11側の端面同士を溶接接合することによ
り柱として組立てられる。第6図はそのようにし
て製作された組立柱40の仕口部41に梁42を
接合した例を示す。梁42は仕口部41の各平面
22のそれぞれに接合されている。また、仕口部
21における溶接線Wは1本だけである。 A necessary number of the pillar members 20 are prepared, and the pillars are assembled as a unit by welding the end faces on the thick-walled diameter-reduced portion 21 side and the end faces on the straight pipe portion 11 side together. FIG. 6 shows an example in which a beam 42 is joined to a joint portion 41 of an assembled column 40 manufactured in this manner. The beam 42 is joined to each plane 22 of the joint section 41. Further, there is only one weld line W in the joint portion 21.
本発明方法によれば、遠心鋳造管を素管とし、
その一部に絞り加工による簡単な成形加工を施す
ことにより組立柱のユニツトとしての柱材が得ら
れるので、引抜鋼管等を使用する製造法に比し安
価である。しかも、素管の遠心鋳造に使用される
鋳型の内面形状は、直管形成部2と大径部3とそ
の間の傾斜面4とで画成される比較的単純な形状
であり、前記第10図のような複雑な鋳造方案を
必要としないので、鋳型の組立の煩わしさや鋳型
の早期損傷等の問題もない。 According to the method of the present invention, a centrifugally cast pipe is used as a raw pipe,
A column material as a unit of an assembled column can be obtained by subjecting a portion thereof to a simple forming process by drawing, so it is cheaper than a manufacturing method using a drawn steel pipe or the like. Moreover, the inner surface shape of the mold used for centrifugal casting of the raw pipe is a relatively simple shape defined by the straight pipe forming part 2, the large diameter part 3, and the inclined surface 4 therebetween. Since a complicated casting method as shown in the figure is not required, there are no problems such as troublesome mold assembly or early damage to the mold.
また、本発明による柱材をユニツトとして組立
てられる柱は、仕口部が絞り加工によつて直管部
の外径よりも縮径された形状を有し仕口部の外面
と直管部の外面との段差はごくわずかであるの
で、従来の柱のように外方へ膨出した外形状の仕
口部を有するものに比し、使用状態における美観
にすぐれている。しかも、その仕口部は、所要の
肉厚を有するとともに厚肉部から直管部にかけて
の肉厚が漸変しており、そのうえ仕口部における
溶接線は1本だけであるから、強度面でもすぐれ
ている。 In addition, in a column in which the column material according to the present invention is assembled as a unit, the joint part has a shape smaller in diameter than the outside diameter of the straight pipe part by drawing, and the outer surface of the joint part and the straight pipe part are Since the difference in level from the outside surface is very small, it has a superior aesthetic appearance when in use compared to conventional pillars that have a joint section with an outwardly bulging shape. Moreover, the joint part has the required wall thickness, and the thickness gradually changes from the thick wall part to the straight pipe part, and there is only one weld line at the joint part, so it is not strong. But it's excellent.
また、仕口部の梁接合部は平面であるから、梁
の端面開先形状は直線状であつてよく、従来の柱
に梁を接合する場合のように仕口部の凸曲面に合
せて円弧状開先を形成する必要がない。従つて、
柱と柱の間への梁の介装・組立作業が容易である
と同時に、溶接作業も容易である。 In addition, since the joint part of the beam at the joint part is flat, the end face groove shape of the beam can be linear, and it can be adjusted to the convex curved surface of the joint part, as in the case of joining a beam to a conventional column. There is no need to form an arcuate groove. Therefore,
It is easy to insert and assemble beams between columns, and welding is also easy.
更に、本発明により製造される柱材はビル等の
柱材としてのみならず、海洋構造物(例えば、護
岸・防波堤、桟橋、離岸堤、養殖用係留施設)を
構築するための、コンクリートブロツクと組合せ
て使用される杭材として使用される。殊に、近時
注目されている杭打連続ブロツク工法(PBS工
法)が適用される場合の杭材として有用である。
このPBS工法は、第7図に示すように杭20の
下部において、PC鋼線51に懸吊されたくさび
受け52に、円錐台形状の内くさび53と、その
外周面に一致する傾斜内周面を有する外くさび5
4とを重ねてなる格点装置を装着し、そのくさび
の上にコンクリートブロツク55を重ねていく工
法であり、重ねられるコンクリートブロツクの自
重によりくさび効果が徐々に働き、所定のコンク
リートブロツクがセツトされたのちPC鋼線を緊
張させると、ブロツクと杭とが一体構造となるも
のである。この場合の杭20の格点部は応力集中
部であるから、それに耐え得るように他の部分よ
りも厚肉であることを要し、またその部分が円柱
状であるよりも複数の平面からなる多角形状であ
る方が、はるかに強いくさび効果を生じさせるこ
とができる。この点からも本発明により多角形状
の厚肉部が形成された柱材はPBS工法用杭材と
して好適である。 Furthermore, the pillar materials manufactured by the present invention can be used not only as pillar materials for buildings, etc., but also as concrete blocks for constructing marine structures (e.g., sea walls, breakwaters, piers, off-shore breakwaters, mooring facilities for aquaculture). Used as pile material in combination with. It is particularly useful as a pile material when the pile driving continuous block method (PBS method), which has been attracting attention recently, is applied.
In this PBS construction method, as shown in FIG. 7, at the bottom of the pile 20, a wedge receiver 52 suspended from a PC steel wire 51 has a truncated conical inner wedge 53 and an inclined inner circumference that matches the outer circumferential surface of the wedge receiver 52. Outer wedge with faces 5
This is a construction method in which a concrete block 55 is stacked on top of the wedge, and a wedge effect is gradually created by the weight of the stacked concrete blocks, and the specified concrete block is set. Afterwards, when the PC steel wire is tensioned, the block and stake become an integral structure. In this case, the point part of the pile 20 is a stress concentration part, so it needs to be thicker than other parts in order to withstand stress, and it needs to be thicker than other parts to withstand stress. A polygonal shape can produce a much stronger wedge effect. From this point of view as well, the column material in which a polygonal thick wall portion is formed according to the present invention is suitable as a pile material for the PBS method.
第1図は本発明による絞り加工後の柱材の形状
を模式的に示す一部切欠正面図、第2図は本発明
に使用される素管を例示する一部切欠正面図、第
3図は素管の遠心鋳造方案を示す軸方向断面図、
第4図、第5図は本発明により得られた柱材を例
示する斜視図、第6図は本発明により得られた柱
材をユニツトとして組立てられた柱の使用状況を
例示する斜視図、第7図は本発明により得られた
柱材の他の使用態様を例示する断面図、第8図、
第9図は従来の柱の仕口部を示す一部切欠正面
図、第10図は従来の柱材の遠心鋳造方案を示す
断面図である。
1……遠心鋳造鋳型、2……直管形成部、3…
…大径部、10……素管(遠心鋳造管)、11…
…直管部、12……厚肉大径部、13……テーパ
部、20……本発明の柱材、21……厚肉部、2
2……平面、25……テーパ部、40……組立
柱、41……仕口部、42……梁、W……溶接
線。
Fig. 1 is a partially cutaway front view schematically showing the shape of the column material after drawing according to the present invention, Fig. 2 is a partially cutaway front view illustrating the raw pipe used in the present invention, and Fig. 3 is an axial cross-sectional view showing the method of centrifugal casting of raw pipes,
4 and 5 are perspective views illustrating the column material obtained by the present invention, and FIG. 6 is a perspective view illustrating the usage status of a column assembled as a unit from the column material obtained by the present invention. FIG. 7 is a sectional view illustrating another usage mode of the pillar material obtained by the present invention, FIG.
FIG. 9 is a partially cutaway front view showing the joint part of a conventional column, and FIG. 10 is a sectional view showing a conventional centrifugal casting method for column material. 1... Centrifugal casting mold, 2... Straight pipe forming part, 3...
...Large diameter part, 10...Made pipe (centrifugally cast pipe), 11...
...Straight pipe part, 12...Thick walled large diameter part, 13...Tapered part, 20...Column material of the present invention, 21...Thick walled part, 2
2...plane, 25...tapered part, 40...assembly column, 41...joint part, 42...beam, W...welding line.
Claims (1)
り、外面に直管部の延長円周面の内側に含まれる
平面を有する厚肉縮径部がテーパ部を介して形成
されている柱材の製造法であつて、直管部の一端
側にテーパ部を介して外方へ膨出する厚肉大径部
を有する遠心鋳造管を素管とし、その厚肉大径部
およびテーパ部を絞り加工することにより、所要
の肉厚を保ちながら縮径して、内面を内方へ膨出
させるとともに、その外面に平面を形成すること
を特徴とする柱材の製造方法。1 At one end of the straight pipe part, a thick-walled reduced diameter part is formed through a tapered part, the inner surface of which bulges inward, and the outer surface of which has a plane included inside the extended circumferential surface of the straight pipe part. In this method, a centrifugally cast tube having a thick-walled large-diameter portion that bulges outward through a tapered portion on one end side of a straight pipe portion is used as a base tube, and the thick-walled large-diameter portion is and a method for manufacturing a column material, characterized in that by drawing the tapered part, the diameter is reduced while maintaining a required wall thickness, the inner surface bulges inward, and a flat surface is formed on the outer surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6453384A JPS60206545A (en) | 1984-03-30 | 1984-03-30 | Pillar manufacturing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6453384A JPS60206545A (en) | 1984-03-30 | 1984-03-30 | Pillar manufacturing method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60206545A JPS60206545A (en) | 1985-10-18 |
| JPH0518659B2 true JPH0518659B2 (en) | 1993-03-12 |
Family
ID=13260953
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6453384A Granted JPS60206545A (en) | 1984-03-30 | 1984-03-30 | Pillar manufacturing method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60206545A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6341792B2 (en) * | 2014-08-04 | 2018-06-13 | ナカジマ鋼管株式会社 | Steel pipe column and manufacturing method thereof |
-
1984
- 1984-03-30 JP JP6453384A patent/JPS60206545A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS60206545A (en) | 1985-10-18 |
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