JPS60148947A - Three-dimensional metal skeletal for building panel - Google Patents
Three-dimensional metal skeletal for building panelInfo
- Publication number
- JPS60148947A JPS60148947A JP59109303A JP10930384A JPS60148947A JP S60148947 A JPS60148947 A JP S60148947A JP 59109303 A JP59109303 A JP 59109303A JP 10930384 A JP10930384 A JP 10930384A JP S60148947 A JPS60148947 A JP S60148947A
- Authority
- JP
- Japan
- Prior art keywords
- lines
- welded
- dimensional metal
- mentioned
- building
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0636—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts
- E04C5/064—Three-dimensional reinforcing mats composed of reinforcing elements laying in two or more parallel planes and connected by separate reinforcing parts the reinforcing elements in each plane being formed by, or forming a, mat of longitunal and transverse bars
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Wire Processing (AREA)
- Butt Welding And Welding Of Specific Article (AREA)
- Woven Fabrics (AREA)
- Reinforcement Elements For Buildings (AREA)
- Revetment (AREA)
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】
し、さらに詳細に言えば、互に交差して矩形の網目を限
定する一連の縦方向に傾斜する線と一連の横方向に傾斜
する線とから成り、この縦方向に傾斜する糾あるいは横
方向に傾斜する線のいずれかと同一の方向に離隔要素が
配置されてジグザグ形に曲げられて三角形を形成し、こ
の三角形の頂点にはくぼみを形成するおう部が設けられ
、このくぼみに」二層の平行線が静止することにより電
気浴接中の平行線の偏位を防ぐ3次元の金属儒組に関す
る。DETAILED DESCRIPTION OF THE INVENTION However, more specifically, it consists of a series of vertically sloping lines and a series of horizontally sloping lines that intersect with each other to define a rectangular mesh; A spacing element is arranged in the same direction as either the horizontally inclined line or the laterally inclined line and is bent in a zigzag shape to form a triangle, the apex of which triangle is provided with a recess forming a depression. , relates to a three-dimensional metal assembly in which two layers of parallel wires come to rest in this recess, thereby preventing deflection of the parallel wires during electric bath contact.
従来技術においては、二種の上記の傾斜する線と、三角
形を形成するジグザグ形の離隔要素を備えるものがある
が、これらの線をジグザグ形の要素のエルボの頂点に同
時に位置付けるのは困難であり、これらの線をその交点
に溶接するには、一方の線に加えた圧力が他方の線の偏
位を生じ完成した骨組の質は悪化するという欠点があっ
た。In the prior art, there are two kinds of the above-mentioned inclined lines and a zigzag-shaped separation element forming a triangle, but it is difficult to position these lines at the apex of the elbow of the zigzag-shaped element at the same time. However, welding these lines at their intersections had the disadvantage that the pressure applied to one line would cause the other line to deflect, degrading the quality of the completed framework.
実施例
図において、二層の網製品A6および1)6は、それぞ
れ一つの平面を形成し、この平面は縦方向に傾斜する平
行線27aおよび27bと横方向に傾斜する平行g 2
’8 ’ tIおよび281)とから成り、これら。In the exemplary illustration, the two-layer netting A6 and 1) 6 each form a plane, which plane includes longitudinally inclined parallel lines 27a and 27b and transversely inclined parallel lines g 2
'8' tI and 281).
の平行線群は矩形あるいは正方形の網目を限定する。第
1図において、網製品の一方のものは他方のものに対し
相対的に、縦方向および横方向に一つの網目の/たけ偏
位する。この偏位%は後述するように種々の値でもよい
。The parallel lines of define a rectangular or square mesh. In FIG. 1, one of the mesh articles is offset by one mesh/thick in the longitudinal and transverse directions relative to the other. This deviation % may have various values as described below.
第1図に示すように1、ジグザグ形に曲げられた線から
各々が成る離隔要素31 、 :32 、33および3
4は網製品へ6およびB6の2層の間に位置し、この2
層に対し縦方向に配置される。As shown in FIG.
4 is located between the two layers of 6 and B6 to the net product, and this 2
arranged vertically with respect to the layers.
離隔線である下方のエル+N3]a、32a。Lower L+N3]a, 32a, which is the separating line.
33a等は網製品へ6の平行線28a上に両方向に傾j
:;1する平行線の交点上に静止する。各部[l:点に
おいて、離隔要素31.32あるいは:33および平行
−線272Iおよび28ail″1:電気溶接される。33a etc. are tilted in both directions on the parallel line 28a of 6 to the net product.
:;Stands at the intersection of parallel lines that do 1. Each part [l: at the point, the spacing element 31.32 or :33 and the parallel-lines 272I and 28ail''1: are electrically welded.
同様にして、上方のエルボ31 +) 、 32b 。Similarly, upper elbows 31 +), 32b.
33b等は網製品B6の平行線28bの下に両方向に傾
斜する平行線の交点に位置する。各交点において、前隔
少素31 、32あるいは3:3および平行線271)
および28bは電気溶接される。33b, etc. are located at the intersection of parallel lines inclined in both directions below the parallel line 28b of the net product B6. At each intersection, the front spacing element 31, 32 or 3:3 and the parallel line 271)
and 28b are electrically welded.
エルボを含み各離隔要素は二層の網製品へ〇およびB6
の間に配置されて、この構成により金属骨組の組立は容
易となる。Each spacing element, including the elbow, is attached to two layers of netting 〇 and B6
This configuration facilitates assembly of the metal framework.
第1図において、離隔要素31 、32 、33は左方
向および右方向に交互に対称的に傾斜する三角形を形成
する。このようにして、離隔要素31の形成する三角形
は、はじめに平行線27bに溶接されてから左方向に傾
斜し、次に平行線271)に溶接きれるように右方向に
傾斜する。この配列は第2図に明らかにされる。In FIG. 1, the spacing elements 31 , 32 , 33 form a triangle that slopes symmetrically alternately to the left and to the right. In this way, the triangle formed by the spacing element 31 is first welded to the parallel line 27b and then tilted to the left, and then tilted to the right so that it can be fully welded to the parallel line 271). This arrangement is revealed in FIG.
+16方向に#1斜する平行線が上記の三角形の頂点に
正確に位置付けられるように、さらに、溶接中に偏位が
生じないように、各頂点には第2図および第3図に示す
ように、くぼみを形成するおう部35が設けられ、この
おう部35中には平行線28a、28bがそれぞれ溶接
されるように静止する。このようにして横方向の平行線
は各三角形の頂点に正確に位置を占める。すなわち、頂
点上のくぼみ内に正確に位置を占める。第2図の矢印に
示すように、これらの平行線を電気溶接するだめに、電
極が使用されるとき、この平行線に加えられる圧力は、
従来の技術におけるように先端がとつ形か突出形の場合
に生ずるごとき、偏位力を生ずることはない。To ensure that the #1 diagonal parallel line in the +16 direction is accurately positioned at the apex of the above triangle, and to prevent deviation during welding, each apex is marked as shown in Figures 2 and 3. A cap 35 forming a recess is provided in the cap 35, into which the parallel lines 28a, 28b rest so as to be respectively welded. In this way, the horizontal parallel lines are located exactly at the vertices of each triangle. That is, it occupies a position exactly within the depression above the vertex. When an electrode is used to electrically weld these parallel lines, as shown by the arrows in Figure 2, the pressure applied to these parallel lines is:
It does not create deflection forces as would occur if the tip were truncated or protruding as in the prior art.
本発明の一変形として、縦方向の平行線と横方向の平行
線とは逆に配置されてもよい。このときは、離隔要素は
一般的に横方向の平行線とh一方向に位置し、図に示し
た方向とは異なる。As a variant of the invention, the longitudinal parallel lines and the transverse parallel lines may be arranged oppositely. In this case, the spacing element is generally located in one direction h with the transverse parallel lines, which differs from the direction shown in the figures.
本明細書において、術語「線」は上述の金−属骨組を含
む各種の要素を意味するものであり、コンクリ−1・補
強利に用い゛られる各(−11の金属要素を包含する広
い意味をもつものである。In this specification, the term "line" refers to various elements including the above-mentioned metal framework, and has a broader meaning that includes each (-11) metal element used for concrete reinforcement. It is something that has.
また、術語「三角形」は1lll隔要素を形成するジグ
ザグ形の連続する波形のほかに、さらに広い意味をもつ
もので、単に三角の形を定義するものではない。Furthermore, the term "triangle" has a broader meaning than just a zigzag-shaped continuous waveform forming 1llll spaced elements, and does not simply define the shape of a triangle.
第1図は本発明の建物パネル用の3次元の金属骨組の一
実施例の斜視図である。
第2図は第1図の実施例の線2−2における部分断面図
である。
第3図は第2図に示す部分断面図の拡大図である。
図において、
27 a 、+ 271) :縦方向に傾斜する平行線
28a、28.1〕:横方向に傾斜する平行線31.3
2,33,34:離隔要素
3]a、32a、33a:下方のエルボ35:おう部
31 l〕、 321+ 、 33 b :上方のエル
ボ特許出願人 ジーン ジエイ ビーウモンド代理人
弁理士 石 1)道 夫
IGo3
手わ°C補正書
昭和5q年1nlf口
’l’!+許庁云宙 殿
1 小作の表示
2 k℃訃石a A)v>J芋++Jの3;詫n+47
’1.豫3 補正をする者
小作との関係 7.KrfよfシA
、Hl ′j壱(6狛・) ジーン じj:イ ビー1
17毛シトいs(”7う5ス
4代理人
氏名 (6196)弁理土石[η遺失
7 補正の7]象FIG. 1 is a perspective view of one embodiment of a three-dimensional metal framework for a building panel according to the present invention. FIG. 2 is a partial cross-sectional view of the embodiment of FIG. 1 taken along line 2--2. FIG. 3 is an enlarged view of the partial sectional view shown in FIG. 2. In the figure, 27a, +271): Parallel lines inclined in the vertical direction 28a, 28.1]: Parallel lines inclined in the horizontal direction 31.3
2, 33, 34: Separation element 3]a, 32a, 33a: Lower elbow 35: Cap portion 31l], 321+, 33b: Upper elbow Patent applicant Gene GA Beaumond agent
Patent Attorney Ishi 1) Michi Husband IGo3 Tewa°C Correction Book Showa 5Q 1nlf Mouth 'l'! +Kojo Yunchuu Tono 1 Display of sharecropping 2 k℃胃石a A) v>Jimo+++J's 3; Apology n+47
'1. 3. Relationship between the person making the correction and the tenant 7. KrfyofshiA, Hl'jichi (6 koma・) Gene Jij: Ibi 1
17.
Claims (1)
傾斜する線から成り、これらは溶接されて二層の網製品
(A6およびB6)を形成し、上記の線のいずれかと同
一の方向に傾斜して上記の二層の網製品に対し斜に位置
する離隔要素から成り、これらの離隔要素はジグザグ形
に曲けられた線を含み、このジグザグ形の線は上記の網
製品に対し反対方向に万に傾斜するエルボ−を含む金属
骨組であって、上記の離隔要素の各エルデーはその頂点
にくぼみを形成するお9部(35)が設けられ、こ°
のくぼみ内には上記の網製品の一方のものの+1l(2
8a、28b)が置かれて溶接されることf:特徴とす
る建物パ′ネル用の3次元の金籾骨組。 (2) 上記の他方のものの線(27a、27b)が上
記の網製品の線の交差する各点における上記のおう部内
に位置して、ここに溶接されることを特徴とする特許請
求の範囲第1項記載の建物ノ?ネル用の3次元の金属儒
糾。 (3) 上記の縦方向に傾斜する線が上記のおう部内に
位置して、ここに溶接されることを特徴とする特許請求
の範囲第1項記載の建物・ξネル用の3次元の金属骨組
。Claims: (]) each consisting of a series of longitudinally sloping lines and transversely sloping lines, which are welded to form a two-layer netting (A6 and B6), as described above. consisting of spacing elements located obliquely to said two-layer netting, inclined in the same direction as either of the lines, said spacing elements comprising lines bent in a zigzag shape, said zigzag lines is a metal framework including elbows inclined ten thousand degrees in the opposite direction to the above-mentioned netting, each elbow of the above-mentioned spacing element being provided with a 9-section (35) forming a recess at its apex; °
Inside the recess is +1l (2 liters) of one of the above mesh products.
8a, 28b) are placed and welded f: Three-dimensional gold frame for featured building panels. (2) A claim characterized in that the lines (27a, 27b) of the other item are located within the housing at each point where the lines of the net product intersect and are welded thereto. The building mentioned in paragraph 1? 3-dimensional metal binding for flannel. (3) The three-dimensional metal for a building/ξ wall according to claim 1, wherein the vertically inclined line is located within the housing and welded thereto. skeleton.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH2923/83A CH653080A5 (en) | 1983-05-27 | 1983-05-27 | THREE-DIMENSIONAL METAL FRAMEWORK FOR CONSTRUCTION PANELS. |
CH2923/83 | 1983-05-27 |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS60148947A true JPS60148947A (en) | 1985-08-06 |
Family
ID=4244660
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP59109303A Pending JPS60148947A (en) | 1983-05-27 | 1984-05-28 | Three-dimensional metal skeletal for building panel |
Country Status (14)
Country | Link |
---|---|
EP (1) | EP0127582A3 (en) |
JP (1) | JPS60148947A (en) |
AR (1) | AR231658A1 (en) |
AU (1) | AU2872584A (en) |
BR (1) | BR8402530A (en) |
CH (1) | CH653080A5 (en) |
ES (1) | ES287858Y (en) |
GR (1) | GR81794B (en) |
IE (1) | IE55557B1 (en) |
IL (1) | IL71897A0 (en) |
MA (1) | MA20124A1 (en) |
PT (1) | PT78645B (en) |
TR (1) | TR21897A (en) |
ZA (1) | ZA843949B (en) |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2068110B1 (en) * | 1992-12-18 | 1996-12-16 | Herman Storch | A STRUCTURAL MESH, TO BE USED IN RESISTANT COMPONENTS OF CONSTRUCTION SYSTEMS. |
IT1262259B (en) * | 1993-12-23 | 1996-06-19 | Claudio Bernardinis | SPECIAL METAL STRUCTURE WELDED |
AT409506B (en) * | 2000-09-13 | 2002-09-25 | Krismer Josef | Grid structure bent in wave shape |
ATE467011T1 (en) * | 2006-08-02 | 2010-05-15 | Troester E K G | SUBSTRUCTURE FOR A SELF-SUPPORTING BUILDING WITHOUT THE SUBSTRUCTION |
KR100767186B1 (en) | 2006-12-22 | 2007-10-15 | 전남대학교산학협력단 | A light weight sandwich panel with a core constructed of wires and the manufacturing method of the same |
US8079197B2 (en) * | 2007-01-19 | 2011-12-20 | Suarez Sr Felix E | Interlocking mesh |
US20210355682A1 (en) * | 2018-09-06 | 2021-11-18 | José Felipe QUINTERO Y ORTEGA | Reinforced structural mesh for floors and pavements with zig-zag rods |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2363641A1 (en) * | 1973-12-20 | 1975-06-26 | Julius Georg Stefan Dip Keller | Concrete slab lattice-girder-and-mesh reinforcement - with M-loops fitting lattice tops and hooked on mesh cross rods |
CA1145228A (en) * | 1980-03-21 | 1983-04-26 | Gary R. Hollingsworth | Wire matrix |
GR76427B (en) * | 1981-07-28 | 1984-08-10 | Beaumond Jean J |
-
1983
- 1983-05-27 CH CH2923/83A patent/CH653080A5/en not_active IP Right Cessation
-
1984
- 1984-05-21 IE IE1255/84A patent/IE55557B1/en unknown
- 1984-05-23 GR GR74803A patent/GR81794B/el unknown
- 1984-05-23 IL IL71897A patent/IL71897A0/en unknown
- 1984-05-24 AR AR296763A patent/AR231658A1/en active
- 1984-05-24 ES ES1984287858U patent/ES287858Y/en not_active Expired
- 1984-05-24 ZA ZA843949A patent/ZA843949B/en unknown
- 1984-05-24 TR TR21897A patent/TR21897A/en unknown
- 1984-05-25 MA MA20346A patent/MA20124A1/en unknown
- 1984-05-25 EP EP84810257A patent/EP0127582A3/en not_active Withdrawn
- 1984-05-25 PT PT78645A patent/PT78645B/en unknown
- 1984-05-25 AU AU28725/84A patent/AU2872584A/en not_active Abandoned
- 1984-05-28 JP JP59109303A patent/JPS60148947A/en active Pending
- 1984-11-27 BR BR8402530A patent/BR8402530A/en unknown
Also Published As
Publication number | Publication date |
---|---|
IL71897A0 (en) | 1984-09-30 |
EP0127582A2 (en) | 1984-12-05 |
ZA843949B (en) | 1985-01-30 |
AU2872584A (en) | 1984-11-29 |
ES287858U (en) | 1985-12-16 |
CH653080A5 (en) | 1985-12-13 |
MA20124A1 (en) | 1984-12-31 |
PT78645B (en) | 1986-05-30 |
BR8402530A (en) | 1985-04-02 |
IE841255L (en) | 1984-11-27 |
EP0127582A3 (en) | 1985-06-19 |
PT78645A (en) | 1984-06-01 |
GR81794B (en) | 1984-12-12 |
IE55557B1 (en) | 1990-10-24 |
ES287858Y (en) | 1986-07-16 |
TR21897A (en) | 1985-10-11 |
AR231658A1 (en) | 1985-01-31 |
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