JPS5972348A - Mold structural member of welded structure and production thereof - Google Patents

Mold structural member of welded structure and production thereof

Info

Publication number
JPS5972348A
JPS5972348A JP18342282A JP18342282A JPS5972348A JP S5972348 A JPS5972348 A JP S5972348A JP 18342282 A JP18342282 A JP 18342282A JP 18342282 A JP18342282 A JP 18342282A JP S5972348 A JPS5972348 A JP S5972348A
Authority
JP
Japan
Prior art keywords
thickness
rolling
web
mold structure
welded structure
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
JP18342282A
Other languages
Japanese (ja)
Inventor
小久保 一郎
梶 晴男
川谷 洋司
大池 美雄
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.)
Kobe Steel Ltd
Original Assignee
Kobe Steel 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 Kobe Steel Ltd filed Critical Kobe Steel Ltd
Priority to JP18342282A priority Critical patent/JPS5972348A/en
Publication of JPS5972348A publication Critical patent/JPS5972348A/en
Pending legal-status Critical Current

Links

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は、溶接構造の型構造部材およびその製造方法に
関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a welded type structural member and a method for manufacturing the same.

構造用部材、特に橋梁、あるいは建築物の梁等に用いら
れる構造用部材では、各種強度の内、主に曲げ剛性が要
求され、その断面2次モーメントの大きさが設計の基準
となる。このため、上記橋梁等の大型構造物には、断面
2次モーメントが大きい大寸法断面の型構造部材が使用
される。この型構造部材は、例えばI型、ボックス型、
C型。
BACKGROUND OF THE INVENTION Structural members, particularly those used for bridges or building beams, require bending rigidity among various strengths, and the magnitude of the second moment of area serves as a design standard. For this reason, large-sized structures such as bridges use mold structural members with large cross-sections and large moments of inertia. This type structural member is, for example, I-type, box-type,
C type.

L型等の断面形状を有し、その多くはウェブ部材とフラ
ンジ部材とを溶接により一体化した溶接構造のものであ
る。
It has a cross-sectional shape such as L-shape, and most of them have a welded structure in which a web member and a flange member are integrated by welding.

通常、同じ金属を用いる場合、強度が同じならば、重量
は小さい方が望ましく、上記型構造部材の場合は、その
ウェブ部の中立面近傍の断面2次モーメントに対する寄
与が小さいことより、型構造部材の曲げ剛性を略一定に
維持したままで、」二記中立面近傍の肉厚を薄くするこ
とによって軽量化を図ることができる。
Normally, when using the same metal, it is desirable that the weight be smaller if the strength is the same, and in the case of the above-mentioned mold structural members, since the contribution to the second moment of area near the neutral plane of the web portion is small, While maintaining the bending rigidity of the structural member substantially constant, weight reduction can be achieved by reducing the wall thickness near the neutral plane (2).

そして、従来、ウェブ部の板幅方向に板厚差を設けるた
めに、板厚の異なる材料を溶接したものを用いていた。
Conventionally, in order to provide a difference in thickness in the width direction of the web portion, materials having different thicknesses have been welded together.

すなわち、板厚の小さい長尺材と板厚の大きい長尺材と
を幅方向に溶接することによりウェブ用部材を形成して
いた。
That is, the web member is formed by welding a long material with a small thickness and a long material with a large thickness in the width direction.

しかしながら、このウェブ用部材は製造に多大な手間を
要するという欠点を有している。
However, this web member has the disadvantage that it requires a great deal of effort to manufacture.

本発明は、」1記従来の欠点に鑑みてなされたもので、
単一の長尺材からなり、かつ中立面近傍の板厚が薄くな
るように、圧延により幅方向断面に板厚差を設けた差厚
金属板をウェブ部材として用いることにより容易に製造
することを可能とした溶接構造の型構造部材を提供する
ことにある。さらに、板厚差を有する圧延材である複数
枚のスラブ間に、圧延時の加熱温度より高融点の物質か
らなる剥離剤を略均−厚さとなるように挿入して、各ス
ラブを重ね合せて全体の厚さを均一に形成したものを加
熱して、圧延処理した後、重ね合せた各圧延材を剥離し
て得られた差圧金属板を適宜切断加工して、上記ウェブ
部材として用いることにより溶接構造の型構造部材を容
易に、かつ安定して寸法精度よく製造することを可能と
した溶接構造の型構造部材の製造方法を提供しようとす
るものである。
The present invention has been made in view of the conventional drawbacks mentioned in 1.
Easily manufactured by using a differential thickness metal plate as a web member, which is made of a single long piece of material and has a difference in plate thickness in the cross section in the width direction by rolling so that the plate thickness near the neutral plane is thinner. The object of the present invention is to provide a type structural member having a welded structure that makes it possible to do this. Furthermore, a release agent made of a substance with a higher melting point than the heating temperature during rolling is inserted between multiple slabs of rolled material having different thicknesses so that the thickness is approximately uniform, and each slab is stacked on top of the other. After heating and rolling the material to have a uniform overall thickness, the stacked rolled materials are peeled off and the obtained differential pressure metal plate is appropriately cut and used as the above-mentioned web member. Therefore, it is an object of the present invention to provide a method for manufacturing a mold structure member having a welded structure, which allows the mold structure member having a welded structure to be manufactured easily, stably, and with high dimensional accuracy.

次に、本発明を一実施例である図面にしたがって説明す
る。
Next, the present invention will be explained with reference to the drawings, which are one embodiment.

第1a図は、第1発明に係るI型の溶接構造の型構造部
材1aを示し、中立面2に向かって板厚が直線的に減少
するように、圧延により幅方向断面に板厚差を設けた差
厚鋼板よりなるウェブ部材3aの上下両端部にフランジ
部材4aを溶接して形成しである。この型構造部材1a
と、第1 a 7図に示すように、上記差厚鋼板に代り
平鋼板を用いたウェブ部材3 a /にフランジ部材4
aを溶接してなる型構造部材i a /の断面2次モー
メントおよび重量を比較するため、第11 l la’
図中、記号表示部の値、密度ρ3および部材長さLaを
以下の通りとする。
FIG. 1a shows a type structural member 1a having an I-type welded structure according to the first invention, and the thickness difference in the cross section in the width direction is caused by rolling so that the thickness decreases linearly toward the neutral plane 2. A flange member 4a is welded to both upper and lower ends of a web member 3a made of a steel plate of different thickness. This mold structural member 1a
And, as shown in Fig. 1a7, a flange member 4 is attached to the web member 3a using a flat steel plate instead of the above-mentioned differential thickness steel plate.
In order to compare the moment of inertia and weight of the type structural member i a / formed by welding a, the 11th l la'
In the figure, the values of the symbol display part, the density ρ3, and the member length La are as follows.

Ha= 1000 、Ba=450 、L1=30.1
2=22 、L3=14 、L4=20 、La=80
00(以上単位mm) 、ρa=7.8 X 1O−9
ton /7 。
Ha=1000, Ba=450, L1=30.1
2=22, L3=14, L4=20, La=80
00 (unit: mm), ρa = 7.8 x 1O-9
ton/7.

この時、型構造部材1 a 、 la’  の断面2次
モーメント■、重量Wの各位は以下の様になる。
At this time, the moment of inertia (2) and weight W of the mold structure members 1 a and la' are as follows.

1 (mm4)     W (ton)型構造部材 
1a  7.74x109    2.74”    
la’  7.74x109   2.86したがって
、本発明に係る型構造部材1aは、通常の部材を用いた
型構造部材1 a /と同等の断面2次モーメントを維
持したままで、約4%重量を軽減できる。
1 (mm4) W (ton) type structural member
1a 7.74x109 2.74"
la' 7.74x109 2.86 Therefore, the mold structure member 1a according to the present invention has a weight reduction of about 4% while maintaining the second moment of area equivalent to that of the mold structure member 1 a / using ordinary members. It can be reduced.

ついで、第1b図は第1発明の他の実施例を示し、圧延
により中立面近傍の幅方向断面を台形状に押下げて、当
該断面に板厚差を設けた差圧鋼板よりなるウェブ部材3
bを2枚対向させて、その上下にフランジ部材4bを溶
接してボックス型に形成した型構造部材1bである。上
記同様、この型構造部材1bと、第1b′図に示すよう
に、上記差厚鋼板に代り平鋼板を用いたウェブ部材3b
′にフランジ部材4bを溶接してなる型構造部材1b’
とを比較するため、第1b、1b’図中、記号表示部の
値、密度ρbおよび部材長Lbを以下の通りとする。
Next, FIG. 1b shows another embodiment of the first invention, in which a web is made of a differential pressure steel plate whose cross section in the width direction near the neutral plane is pressed down into a trapezoidal shape by rolling to provide a difference in plate thickness in the cross section. Part 3
The mold structure member 1b is formed into a box shape by arranging two pieces of flange members 4b facing each other and welding flange members 4b to the top and bottom of the flange members 4b. As above, this type structural member 1b and a web member 3b using a flat steel plate instead of the differential thickness steel plate as shown in FIG. 1b'.
A mold structure member 1b' formed by welding a flange member 4b to '
In order to compare the values, the values of the symbol display part, the density ρb, and the member length Lb in FIGS. 1b and 1b' are as follows.

rIb=2800 、)IS=1350 、B 1)=
1500 、t5=75 、t6=54 、t7=30
 、L8=50 、Lb=15000 (以上単位mm
 )、Pb=7.8X10−9【On/−0 この時、型構造部材1 b 、 1b’の断面2次モー
メンl−I、重量Wの各位は以下の様になる。
rIb=2800,) IS=1350, B1)=
1500, t5=75, t6=54, t7=30
, L8=50, Lb=15000 (unit: mm
), Pb=7.8X10-9[On/-0 At this time, the second moment of inertia l-I and weight W of the mold structure members 1b and 1b' are as follows.

1 (mm4)   W(ton) 型構造部材1b 1.55×1011 52・2・□ 
  1b’ 、1.55xlO”   57・3したが
って、型構造部材1bは、型構造部材1b’と同等の断
面2次モーメン十を維持したままで、約9%重量を軽減
できる。
1 (mm4) W (ton) Type structural member 1b 1.55×1011 52・2・□
1b', 1.55xlO" 57.3 Therefore, the weight of the mold structure member 1b can be reduced by about 9% while maintaining the same moment of inertia of the mold structure as the mold structure member 1b'.

なお、本発明は、上記実施例に限るものでなく、」1記
ウェブ部材3a、3bの代りに、例えば第2λ図〜第2
g図に示すウェブ部材3c〜3層を用いてもよく、また
型構造部材1a、lbの他に、第3a図〜第3c図に示
す型構造部材1c〜1cのように口型、」型、L型とし
てもよい。
Note that the present invention is not limited to the above-mentioned embodiments, and instead of the web members 3a and 3b described in 1.
Web members 3c to 3 layers shown in FIG. , may be L-shaped.

次に、上記溶接構造の型構造部材の製造方法の−例であ
る第2発明について説明する。
Next, a second invention, which is an example of a method for manufacturing a mold structure member having the welded structure, will be described.

最初に、型構造部材1aの製造方法について説明する。First, a method for manufacturing the mold structural member 1a will be described.

第4a図に示すように、圧延長手方向(第4a図中水平
方向)に等しい傾斜角で、がっ凹凸逆方向にジグザグ状
に板厚差を設けた圧延材である鋼スラブ5al 、51
2間に、圧延時の加熱温度より高融点の物質からなる剥
離剤、例えば粉末アルミナを略均−厚さとなるように挿
入して、両スラブ5al、5a2を重ね合せる。さらに
、この両スラブ5al、5a2の境界部分を全周に亘っ
て溶接して、全体の厚さが均一な多層スラブ63を形成
する。
As shown in Fig. 4a, steel slabs 5al, 51 are rolled materials having thickness differences in a zigzag pattern in the opposite direction of the unevenness with an inclination angle equal to the longitudinal direction of the rolling direction (horizontal direction in Fig. 4a).
A release agent made of a material having a melting point higher than the heating temperature during rolling, such as powdered alumina, is inserted between the slabs 5a and 2 so as to have a substantially uniform thickness, and the slabs 5al and 5a2 are overlapped. Further, the boundary between the two slabs 5al and 5a2 is welded over the entire circumference to form a multilayer slab 63 having a uniform overall thickness.

ついで、この多層スラブ6aを加熱し、熱間圧延した後
、上記溶接部分を切除する。この結果、各圧延材(ここ
では、スラブ5al、5a2より圧延された物)は容易
に剥離することができ、差圧鋼板7aが得られ、さらに
、この差圧鋼板7aを冬山部にて切断することによりウ
ェブ部組3aが得られる。
Next, this multilayer slab 6a is heated and hot rolled, and then the welded portion is cut off. As a result, each rolled material (here, the material rolled from the slabs 5al and 5a2) can be easily peeled off, and a differential pressure steel plate 7a is obtained, and this differential pressure steel plate 7a is further cut in the winter mountain area. By doing so, a web section 3a is obtained.

そして、このウェブ部材3aの板幅方向(第5a図中水
平方向)の両端部に平鋼板からなるフランジ部材4aを
溶接して、■型の型構造部材1aを形成する(第1a図
参照)。
Then, flange members 4a made of flat steel plates are welded to both ends of this web member 3a in the plate width direction (horizontal direction in Fig. 5a) to form a ■-shaped structural member 1a (see Fig. 1a). .

同様に、第4b図は型構造部材1bのウェブ部材3b用
の多層スラブ6bで、板幅方向断面において、中立面近
傍に凸部を有するスラブ5blと凹部を有するスラブ5
b2とを均一厚さに挿入した剥離剤を介して重ね合せた
後、両スラブ5bl。
Similarly, FIG. 4b shows a multilayer slab 6b for the web member 3b of the mold structure member 1b, in which a slab 5bl has a convex portion near the neutral plane and a slab 5 has a concave portion in the cross section in the plate width direction.
After overlapping with b2 through a release agent inserted to a uniform thickness, both slabs 5bl.

5b2の境界部を溶接して形成したものである。It is formed by welding the boundary part of 5b2.

この多層スラブ6bを、」1記と同様にして加熱、圧延
、圧延材の剥離を行うことによりウェブ部材31〕が得
られ、このウェブ部材3bを2枚対向させて、断面矩形
状となるように平鋼板からなる2枚のフランジ部材4b
をウェブ部材3bの両側辺に溶接すればボックス型の型
構造部Ulb(第1b図参照)が得られる。
This multilayer slab 6b is heated, rolled, and the rolled material is peeled off in the same manner as described in 1 above to obtain a web member 31], and two web members 3b are placed opposite each other to form a rectangular cross section. Two flange members 4b made of flat steel plates
By welding these to both sides of the web member 3b, a box-shaped mold structure Ulb (see FIG. 1b) is obtained.

なお、上記実施例では、多層スラブ5a、5bを熱間圧
延後、各圧延材を剥離したが、用途に応じて熱間圧延後
、継続して冷間圧延をして、その後各圧延材を剥離して
もよい。
In the above example, after hot rolling the multilayer slabs 5a and 5b, each rolled material was peeled off, but depending on the application, cold rolling may be continued after hot rolling, and then each rolled material may be peeled off. It may be peeled off.

以」−の説明より、第1発明によれば、単一の長尺材か
らなり、かつ中立面近傍の板厚が薄くなるように、圧延
により幅方向断面に板厚差を設けた差厚金属板をウェブ
部材として用いている。このため、溶接構造の型構造部
材の製造が容易となる。
From the explanation below, according to the first invention, the material is made of a single long material and has a thickness difference in the cross section in the width direction by rolling so that the thickness near the neutral plane is thinner. A thick metal plate is used as the web member. Therefore, it becomes easy to manufacture a mold structure member having a welded structure.

また、ウェブ部材は単一部材よりなるため、溶接欠陥等
の問題もなくなり、品質管理が簡単となる。
Furthermore, since the web member is made of a single member, problems such as welding defects are eliminated, and quality control is simplified.

さらに、第2発明によれば、板厚差を有する圧延材であ
る複数枚のスラブ間に、圧延時の加熱温度より高融点の
物質からなる剥離剤を略均−厚さとなるように挿入して
、各スラブを重ね合せ、全体の厚さを略均−に形成した
ものを加熱、圧延後、各圧延材を剥離して得た差圧金属
板を適宜切断加工して、上記ウェブ部材として用いてい
る。
Furthermore, according to the second invention, a release agent made of a substance having a melting point higher than the heating temperature during rolling is inserted between the plurality of slabs, which are rolled materials having different thicknesses, so that the thickness is approximately uniform. Then, the slabs were stacked on top of each other to have a substantially uniform overall thickness, heated and rolled, and the differential pressure metal plates obtained by peeling off each rolled material were appropriately cut to form the above-mentioned web member. I am using it.

このため、溶接構造の型構造部材を容易に、かつ安定し
て寸法精度よく製造することができる。
Therefore, a mold structure member having a welded structure can be manufactured easily, stably, and with high dimensional accuracy.

この結果、すなわち第1発明ならびに第2発明により、
溶接構造の型構造部材を利用し易くなり、特に橋梁、高
層ビル等の大型建築物において、強度を低下することな
く、自重を減少させることが可能となり、構造上好まし
く、また建築費の低減にも寄与する等の効果を有してい
る。
As a result, according to the first invention and the second invention,
It becomes easier to use welded type structural members, and it is possible to reduce the weight without reducing strength, especially in large buildings such as bridges and high-rise buildings, which is preferable from a structural standpoint and helps reduce construction costs. It also has the effect of contributing to

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

第1a図、第1b図は第1発明に係る溶接構造の型構造
部材の断面図、第1 a 7図、第1b’図は従来の溶
接構造の型構造部材の断面図、第2a図〜第2g図は第
1発明に適用するウェブ部材の断面図、第3a図〜第3
C図は第1発明の他の実施例を示す断面図、第4a図、
第4b図は第2発明に係る多層スラブの断面図、第5a
図は差圧鋼板の断面図、第6a図、第6b図は第1a図
、第1b図に用いるウェブ部材の断面図である。 la、〜1e・・・型構造部材、2・・・中立面、3a
。 〜3g・・・ウェブ部材、4a、4b・・・フランジ部
材、5al 、5a2.5bl 、51)2・ 7.ラ
ブ、6a、6b・・・多層スラブ。 手続補正書動式) 昭和58年3月18日 特許庁 長 宮殿 1事件の表示 昭和57年特許願第  183422    号2発明
の名称 溶接構造の型構造部材およびその製造方法3補正をする
者 事件との関係 特許出願人 4、代理人 り訂正し2ます。 (イ)第4頁第11行目、同頁第15行目において「第
1a図」とあるを、「第1b図」と訂正します。 (ロ)第5頁第10行目、同頁第19行目、第8頁第1
6行目〜第17行目において「第1b図−1とあみを、
「第1C図−1と訂正し甘子。 (ハ)第5頁第16行目、同頁第19行目において「第
1b図」とあるを、「第1d図」と訂正し捷す。 (2)明細書の「図面の簡単な説明」の欄を次の通り訂
正します。 (イ)第10頁第8行目1−第1a図Jとあるを、「第
1b図」と訂正します。 (ロ)第10頁第7行目、同頁第14行目「第1b図」
とあるを、「第1C図4と訂正1.7ます。 (ハ)第10頁第8行目「第1b図」とあるを、「第1
d図」と訂正1ま寸。 (3)図面第1a′図、第1b図、第1b′図を削除し
代って別紙の通り第1b図、第1C図、第1d図を追加
致しま十。 以上
Figures 1a and 1b are sectional views of a mold structure member of a welded structure according to the first invention, Figures 1a7 and 1b' are sectional views of a mold structure member of a conventional welded structure, and Figures 2a to 2a. Figure 2g is a sectional view of the web member applied to the first invention, Figures 3a to 3.
Figure C is a sectional view showing another embodiment of the first invention; Figure 4a;
FIG. 4b is a sectional view of the multilayer slab according to the second invention, and FIG.
The figure is a sectional view of the differential pressure steel plate, and FIGS. 6a and 6b are sectional views of the web member used in FIGS. 1a and 1b. la, ~1e... type structural member, 2... neutral plane, 3a
. ~3g...web member, 4a, 4b...flange member, 5al, 5a2.5bl, 51) 2.7. Love, 6a, 6b...Multilayer slab. Procedural amendment written form) March 18, 1980 Patent Office Director Palace 1 Display of case 1983 Patent Application No. 183422 2 Name of invention Welded structure type structural member and manufacturing method 3 Person making amendment Case and Relationship: Patent applicant 4, agent corrects 2. (b) In line 11 of page 4 and line 15 of the same page, "Figure 1a" is corrected to "Figure 1b." (b) Page 5, line 10, page 8, line 19, page 8, line 1
In lines 6 to 17, “Figure 1b-1 and net,
``Corrected to ``Figure 1C-1, Amako.'' (c) In page 5, line 16, and line 19 of the same page, ``Figure 1b'' was corrected to ``Figure 1d.'' (2) The “Brief explanation of drawings” column of the specification will be corrected as follows. (b) Page 10, line 8, 1 - Correct the text "J" in Figure 1a to "Figure 1b." (b) Page 10, line 7, page 14, line 1b “Figure 1b”
(C) On page 10, line 8, ``Figure 1b'' has been replaced with ``Figure 1.
"Figure d" with a correction. (3) Figures 1a', 1b, and 1b' have been deleted, and Figures 1b, 1C, and 1d have been added in place of them. that's all

Claims (2)

【特許請求の範囲】[Claims] (1)単一の長尺材からなり、かつ中立面近傍の板厚が
減少するように、圧延により幅方向断面に板厚差を設け
た差厚金属板をウェブ部材とし、このウェブ部材にフラ
ンジ部材を溶接して形成したことを特徴とする溶接構造
の型構造部材。
(1) A web member is a metal plate with a different thickness, which is made of a single long material and has a difference in thickness in the cross section in the width direction by rolling so that the thickness near the neutral plane is reduced. A type structural member having a welded structure, characterized in that it is formed by welding a flange member to the flange member.
(2)板厚差を有する圧延材である複数枚のスラブ間に
、圧延時の加熱温度より高融点の物質からなる剥離剤を
略均−厚さとなるように挿入して、各スラブを重ね合せ
て全体の厚さを略均−に形成したものを加熱して、圧延
処理した後、重ね合せた各圧延材を剥離して得た差圧金
属板を適宜切断加工して中立面近傍の板厚が薄いウェブ
部材を形成し、このウェブ部材にフランジ部材を溶接し
て型構造部材を製造することを特徴とする溶接構造の型
構造部材の製造方法。
(2) A release agent made of a substance with a higher melting point than the heating temperature during rolling is inserted between multiple slabs of rolled material with different thicknesses so that the thickness is approximately uniform, and each slab is stacked. After heating and rolling the sheets, which were formed to have a substantially uniform overall thickness, the differential pressure metal plates obtained by peeling off the stacked rolled materials were appropriately cut to form a sheet near the neutral plane. 1. A method for manufacturing a mold structure member having a welded structure, characterized in that the mold structure member is manufactured by forming a web member having a thin plate thickness, and welding a flange member to this web member.
JP18342282A 1982-10-18 1982-10-18 Mold structural member of welded structure and production thereof Pending JPS5972348A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18342282A JPS5972348A (en) 1982-10-18 1982-10-18 Mold structural member of welded structure and production thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18342282A JPS5972348A (en) 1982-10-18 1982-10-18 Mold structural member of welded structure and production thereof

Publications (1)

Publication Number Publication Date
JPS5972348A true JPS5972348A (en) 1984-04-24

Family

ID=16135499

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18342282A Pending JPS5972348A (en) 1982-10-18 1982-10-18 Mold structural member of welded structure and production thereof

Country Status (1)

Country Link
JP (1) JPS5972348A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0190918U (en) * 1987-12-10 1989-06-15
JP2017519674A (en) * 2014-04-28 2017-07-20 シェイプ・コープShape Corp. Multi-strip beam forming apparatus, method and beam

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0190918U (en) * 1987-12-10 1989-06-15
JP2017519674A (en) * 2014-04-28 2017-07-20 シェイプ・コープShape Corp. Multi-strip beam forming apparatus, method and beam

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