[go: up one dir, main page]

JPH0518061A - Enclosure - Google Patents

Enclosure

Info

Publication number
JPH0518061A
JPH0518061A JP19272491A JP19272491A JPH0518061A JP H0518061 A JPH0518061 A JP H0518061A JP 19272491 A JP19272491 A JP 19272491A JP 19272491 A JP19272491 A JP 19272491A JP H0518061 A JPH0518061 A JP H0518061A
Authority
JP
Japan
Prior art keywords
coated metal
seam
metal material
restraint
welding
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
JP19272491A
Other languages
Japanese (ja)
Inventor
Keiichi Kazama
啓一 風間
Yasuhiko Usuda
泰彦 臼田
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.)
Sanko Metal Industrial Co Ltd
Original Assignee
Sanko Metal Industrial Co 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 Sanko Metal Industrial Co Ltd filed Critical Sanko Metal Industrial Co Ltd
Priority to JP19272491A priority Critical patent/JPH0518061A/en
Publication of JPH0518061A publication Critical patent/JPH0518061A/en
Pending legal-status Critical Current

Links

Landscapes

  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Abstract

(57)【要約】 【目的】 長尺なる被覆金属材を使用し、且つシーム溶
接により施工する被覆金属外囲体において、長さ制限を
殆どなくするようにし、その施工を簡易且つ迅速にする
ことができるとともに、施工後にも極めて強固なる構造
にすること。 【構成】 隣接するシーム溶接可能な被覆金属材1,1
の両側部立上り部1b,1b相互をシーム溶接し、その
シーム溶接箇所の長手方向の全長に亘って適宜の間隔を
おいて下地部3に拘束吊子2にて固着すること。該固着
箇所を被覆金属材1,1の熱伸縮時に生じる荷重に対し
て充分に耐えうるようにすること。
(57) [Abstract] [Purpose] Use a long coated metal material, and in the coated metal enclosure that is constructed by seam welding, make the length limitation almost zero and make the construction simple and quick. In addition to being able to do so, make it a structure that is extremely strong even after construction. [Constitution] Adjacent seam weldable coated metal materials 1, 1
Seam-welding the both rising portions 1b, 1b to each other and fixing them to the base portion 3 with the restraining suspensions 2 at appropriate intervals over the entire length of the seam-welded portion in the longitudinal direction. The fixing points should be able to sufficiently withstand the load generated during thermal expansion and contraction of the coated metal materials 1, 1.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、長尺なる被覆金属材を
使用し、且つシーム溶接により施工する被覆金属外囲体
において、長さ制限を殆どなくするようにし、その施工
を簡易且つ迅速にすることができるとともに、施工後に
おいては極めて強固なる構造にすることができる外囲体
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention uses a long coated metal material, and in a coated metal enclosure which is constructed by seam welding, the length limitation is almost eliminated, and the construction is simple and quick. The present invention relates to an enclosure that can be made into a structure that is extremely strong after construction.

【0002】[0002]

【従来の技術】従来より、構造物の内,外面に被覆金属
材(主にステンレス材)をシーム溶接して水密且つ気密
に施工する被覆金属外囲体が盛んに研究、開発されてい
る。
2. Description of the Related Art Conventionally, a coated metal envelope for seam-welding a coated metal material (mainly a stainless steel material) to the inside and outside of a structure to make it watertight and airtight has been actively researched and developed.

【0003】その被覆金属材の立上り部を構造物に取り
付けるのに、従来では被覆金属材の熱伸縮に対応して適
宜可動する舌片を有した可動吊子が使用されることが多
かった。
In order to attach the rising portion of the coated metal material to a structure, conventionally, a movable suspension having a tongue piece that is appropriately movable in response to thermal expansion and contraction of the coated metal material has been often used.

【0004】これは、その熱伸縮によって被覆金属材ひ
いては被覆金属外囲体の熱応力歪に対応するためであ
る。
This is because the thermal expansion and contraction copes with the thermal stress strain of the coated metal material, and thus of the coated metal envelope.

【0005】[0005]

【発明が解決しようとする課題】上記舌片摺動タイプの
吊子では、舌片の摺動箇所の構造が複雑になりがちで、
製造工程が多く、高価になり、ひいては外囲体自体も高
価になることになる。
In the above-mentioned tongue sliding type suspension, the structure of the sliding portion of the tongue tends to be complicated,
The number of manufacturing processes is large and the cost is high, and the envelope itself is also expensive.

【0006】且つ、舌片摺動タイプの吊子では、舌片摺
動の機構箇所で、不安定になりやすく、また、僅かの外
力が生じても、舌片と下地材との固定部分とが容易に外
れ易くなるというおそれもあり、これが外囲体全体の強
度にも悪影響を及ぼしかねないものであった。
Further, in the tongue sliding type suspension, the mechanism for sliding the tongue tends to become unstable, and even if a slight external force is generated, the tongue and the base material are fixed to each other. There is also a risk that it will easily come off, which could adversely affect the strength of the entire envelope.

【0007】[0007]

【課題を解決するための手段】そこで、発明者は上記課
題を解決すべく鋭意,研究を重ねた結果、本発明を、隣
接するシーム溶接可能な被覆金属材の両側部立上り部相
互をシーム溶接し、そのシーム溶接箇所の長手方向の全
長を適宜の間隔をおいて下地部に拘束吊子にて固着し、
該固着箇所を被覆金属材の熱伸縮時に生じる荷重に対し
て充分に耐えうるようにしてなる外囲体としたことによ
り、被覆金属材をシーム溶接して施工する外囲体におい
て、長さ制限を殆どなくするようにし、簡易且つ迅速に
施工することができると同時に、施工後においては、極
めて強固なる外囲体にすることができ、前記課題を解決
し、その目的を達成したものである。
Therefore, as a result of intensive studies by the inventor to solve the above-mentioned problems, the present invention was found to be the result of the present invention. Then, the seam welded portion is fixed to the base portion with a restraining suspension at appropriate intervals over the entire length in the longitudinal direction,
By limiting the length of the fixed portion to an envelope formed by seaming welding the coated metal material, the enclosure is configured to sufficiently withstand the load generated during thermal expansion and contraction of the coated metal material. It is possible to eliminate the above-mentioned problems and to perform the construction easily and quickly, and at the same time, after the construction, it is possible to obtain an extremely strong enclosure, which solves the above-mentioned problems and achieves the object. ..

【0008】[0008]

【実施例】以下、本発明の実施例を図面に基づいて説明
する。
Embodiments of the present invention will be described below with reference to the drawings.

【0009】被覆金属材1は、シーム溶接可能な薄材
(例えば約0.2mm乃至1mm)よりなるものであって、
図1、図4等に示すように、平坦状の主板1aの幅方向
両側にシーム溶接用の側部立上り部1b,1bが形成さ
れている。
The coated metal material 1 is made of a seam weldable thin material (for example, about 0.2 mm to 1 mm).
As shown in FIGS. 1 and 4, side flat rising portions 1b, 1b for seam welding are formed on both sides in the width direction of a flat main plate 1a.

【0010】被覆金属材1は、長手方向に長尺であっ
て、コイル状の鋼板がロール成形機等にて主板1a及び
側部立上り部1b,1bが一体形成されている。
The coated metal material 1 is long in the longitudinal direction, and a coiled steel plate is integrally formed with a main plate 1a and side rising portions 1b, 1b by a roll forming machine or the like.

【0011】その被覆金属材1が構造物の屋根,屋上,
壁等の外囲体構成部分の下地部3に載置され、下地部3
に被覆金属材1を固定しつつ、隣接の被覆金属材1の一
方の側部立上り部1bと既設の被覆金属材1の側部立上
り部1bとが当接されて、両側部立上り部1b,1bの
上端箇所がシーム溶接されて、連結固着される。
The coated metal material 1 is used for the roof of the structure, the rooftop,
The base 3 is placed on the base 3 of the outer enclosure structure such as a wall.
While fixing the coated metal material 1 to, the one side rising portion 1b of the adjacent coated metal material 1 and the side rising portion 1b of the existing coated metal material 1 are brought into contact with each other, so that both side rising portions 1b, The upper end portion of 1b is seam welded and fixedly connected.

【0012】下地部3は、図1及び図2(a)に示すよ
うに、木毛セメント板等の野地板3aの下面側に補強材
3bが所定間隔に配置され、且つ図3に示すように、端
部箇所においては、該補強材3bがトラス状に配列され
ている実施例も存在する。
As shown in FIGS. 1 and 2 (a), the base portion 3 has reinforcing materials 3b arranged at predetermined intervals on the lower surface side of a base plate 3a such as a wood wool cement plate, and as shown in FIG. In addition, there is an example in which the reinforcing members 3b are arranged in a truss shape at the end portion.

【0013】また、その下地部3は、図2(b)に示す
ように、RC下地又は鉄筋コンクリートが使用されるこ
ともある。
As the base portion 3, as shown in FIG. 2 (b), RC base or reinforced concrete may be used.

【0014】その被覆金属材1,1,…のシーム溶接部
の長手方向に沿って、拘束吊子2,2,…が配置され
る。
The restraint suspensions 2, 2, ... Are arranged along the longitudinal direction of the seam welded portion of the coated metal materials 1, 1 ,.

【0015】該拘束吊子2は、断面略L形状をなしてお
り、比較的薄材なる金属材にて形成され、さらに、具体
的には、主に、ステンレス材が使用される。
The restraint hanger 2 has a substantially L-shaped cross section and is made of a relatively thin metal material. More specifically, a stainless steel material is mainly used.

【0016】さらに、その拘束吊子2の具体的な実施例
としては、図5に示すように、舌片2aと底片2bとか
らなり、舌片2aと底片2bとが断面L形状をなしてい
るものである。
Further, as a concrete example of the restraint hanger 2, as shown in FIG. 5, it comprises a tongue piece 2a and a bottom piece 2b, and the tongue piece 2a and the bottom piece 2b have an L-shaped cross section. There is something.

【0017】さらに、拘束吊子2の底片2bに補強材2
cがスポット溶接等の固着手段にて固着され、底片2b
が補強される。
Further, the reinforcing member 2 is attached to the bottom piece 2b of the restraint hanger 2.
c is fixed by a fixing means such as spot welding, and the bottom piece 2b
Is reinforced.

【0018】その底片2bと補強材2cには、下地部3
への固定用の取付け孔2d,2d,…が少なくとも2箇
所が適宜の間隔を有して形成されている。
The bottom piece 2b and the reinforcing material 2c are provided with a base portion 3
Attachment holes 2d, 2d, ... For fixing to the are formed at least at two positions with appropriate intervals.

【0019】その取付け孔2d,2d箇所に、図5,図
6に示すように、ドリルビス,アンカーボルト等の固着
具4を用いて拘束吊子2,2,…を下地部3に固着する
ことにより、少なくとも2箇所に使用した固着具4,
4,…にて拘束吊子2に被覆金属材1,1,…のシーム
溶接箇所が熱伸縮にて生ずる外力による曲げモーメント
が生じても、その曲げモーメントを打ち消し、拘束吊子
2の回転方向への変位を防止することができる。
5 and 6, the restraint hangers 2, 2, ... Are fixed to the base portion 3 by using fasteners 4 such as drill screws and anchor bolts at the mounting holes 2d, 2d. The fasteners 4 used in at least two places
Even if a bending moment occurs due to an external force generated by thermal expansion and contraction of the seam welded portions of the coated metal materials 1, 1, ... On the restraining suspension 2 at 4, ..., The bending moment is canceled and the rotation direction of the restraining suspension 2 is changed. Can be prevented.

【0020】拘束吊子2の別の実施例としては、図7に
示すように、その舌片2aを平面より見た直線状なる断
面の延長線上に一つの取付け孔2dが存在したものであ
る。
As another embodiment of the restraint hanger 2, as shown in FIG. 7, one mounting hole 2d is present on an extension line of a linear cross section of the tongue piece 2a as viewed from above. ..

【0021】具体的には、前述の舌片2aの直線状断面
の延長線状に存在するようにして、取付け孔2dが底片
2b上に形成されるものである。
Specifically, the attachment hole 2d is formed on the bottom piece 2b so as to be present as an extension of the linear cross section of the tongue piece 2a.

【0022】上記実施例では、取付け孔2dは一つのみ
であって、被覆金属材1,1,…のシーム溶接箇所の長
手方向と舌片2aとの長手方向とが一致しており、取付
け孔2dが舌片2aの延長線上に存在するので、取付け
孔2dと舌片2aとが外力の作用線上に並ぶことから取
付け孔2dは、一つのみにすることができる。
In the above embodiment, there is only one mounting hole 2d, and the longitudinal direction of the seam welding portion of the coated metal materials 1, 1, ... Aligns with the longitudinal direction of the tongue 2a, and Since the hole 2d exists on the extension line of the tongue piece 2a, the attachment hole 2d and the tongue piece 2a are lined up on the line of action of the external force, so that there can be only one attachment hole 2d.

【0023】その拘束吊子2は、溶接しても強度が落ち
ない高強度のステンレス鋼が使用され、他の金属板との
シーム溶接が可能で且つ溶接後においては水密性を保持
することができる条件を備えたものである。
The restraint hanger 2 is made of high-strength stainless steel whose strength does not drop even after welding, and can be seam-welded with another metal plate and retain watertightness after welding. It has the conditions that can be done.

【0024】さらに、拘束吊子2は、被覆金属材1,1
のシーム溶接箇所における熱伸縮によって、生じる剪断
荷重等の外力に対しては、全く破損,亀裂或いは変形等
することなく、十分なる耐久性を有している。
Further, the restraint hanger 2 includes the coated metal materials 1, 1
It has sufficient durability against external force such as shear load caused by thermal expansion and contraction at the seam welded portion without being damaged, cracked or deformed at all.

【0025】上記における程度の力学的強度にするため
に、拘束吊子2を形成する金属材に熱処理を施し、金属
の性質を向上させている。
In order to attain the above-mentioned mechanical strength, the metal material forming the restraint suspension 2 is heat-treated to improve the properties of the metal.

【0026】拘束吊子2にかかる荷重は、具体的には、
複数の被覆金属材1,1,…がシーム溶接されることに
よって施工された外囲体のシーム溶接箇所がその長手方
向に沿って外気温等による原因で熱伸縮が生じるときに
及ぼされる荷重である。
The load applied to the restraint suspension 2 is, specifically,
The load applied when the seam-welded portion of the outer body constructed by seam-welding a plurality of coated metal materials 1, 1, ... is there.

【0027】拘束吊子2を構成する金属板材は、前記被
覆金属材1を形成する金属板材よりもその引張り強さ及
び剪断強さ等の力学的強度の大きな値のものが使用され
る。
As the metal plate material constituting the restraint suspension 2, a metal plate material having a larger mechanical strength such as tensile strength and shear strength than the metal plate material forming the coated metal material 1 is used.

【0028】そこで、隣接する被覆金属材1,1のシー
ム溶接箇所の長手方向に生ずる熱伸縮によって拘束吊子
2に生じる荷重が、剪断荷重及び曲げ荷重として作用し
た場合に、拘束吊子2の舌片2aは、これらの荷重に対
して十分に耐え得るものである。
Therefore, when the load generated on the restraint suspension 2 due to thermal expansion and contraction occurring in the longitudinal direction of the seam welded portions of the adjacent coated metal materials 1, 1 acts as a shear load and a bending load, The tongue piece 2a can sufficiently withstand these loads.

【0029】[0029]

【作用】鉄骨または鉄筋コンクリート等の下地部3の上
部、又は側部に被覆金属材1を載置し、そのシーム溶接
箇所の長手に沿って拘束吊子2,2,…によって、熱伸
縮による変位,破損のない固着とする。
[Function] The coated metal material 1 is placed on the upper portion or the side portion of the base portion 3 such as steel frame or reinforced concrete, and the displacement due to thermal expansion and contraction is carried out along the length of the seam welded portion by the restraint suspensions 2, 2 ,. , Fix with no damage.

【0030】[0030]

【発明の効果】本発明においては、隣接するシーム溶接
可能な被覆金属材1,1の両側部立上り部1b,1b相
互をシーム溶接し、そのシーム溶接箇所の長手方向の全
長を適宜の間隔をおいて下地部3に拘束吊子2にて固着
し、該固着箇所を被覆金属材1,1の熱伸縮時に生じる
荷重に対して充分に耐えうるようにしてなる外囲体とし
たことにより、先ず第1に極めて強固なる外囲体を施工
することができるし、第2に外囲体を簡易且つ迅速に施
工することができる等の効果を奏する。
According to the present invention, the seam-welded coated metal materials 1 and 1 that are adjacent to each other are seam-welded to both side rising portions 1b and 1b, and the seam-welded portions are provided at appropriate intervals over the entire length in the longitudinal direction. By using the restraint hanger 2 for fixing to the base portion 3, and the fixing portion being an enclosure capable of sufficiently withstanding the load generated during thermal expansion and contraction of the coated metal materials 1, 1, First, an extremely strong enclosure can be constructed, and secondly, the enclosure can be constructed easily and quickly.

【0031】これらの効果について詳述すると、被覆金
属材1,1,…のシーム溶接箇所の長手方向に沿って、
シーム溶接の長手方向の熱伸縮に対して、所定間隔をお
いて拘束吊子2,2,…を設け、且つ該拘束吊子2,
2,…は、舌片2aと底片2bとが一体的な形成であ
り、且つ被覆金属材1よりも力学的強度が強くなってい
るので、拘束吊子2が被覆金属材1,1のシーム溶接箇
所の熱伸縮によっては変位することがなく、極めて強固
なる固着とすることができる。
To describe these effects in detail, along the longitudinal direction of the seam welded portions of the coated metal materials 1, 1, ...
The restraint hangers 2, 2, ... Are provided at predetermined intervals with respect to thermal expansion and contraction in the longitudinal direction of seam welding, and the restraint hangers 2, 2.
2, the tongue piece 2a and the bottom piece 2b are integrally formed, and the mechanical strength is stronger than that of the coated metal material 1, so that the restraint hanger 2 is a seam of the coated metal materials 1, 1. It does not displace due to the thermal expansion and contraction of the welded part, and it is possible to achieve extremely strong fixation.

【0032】拘束吊子2は舌片2aと底片2bとが一体
的形成であり、さらに拘束吊子2が被覆金属材1よりも
力学的強度において強いものになっていることから、被
覆金属材1,1,…のシーム溶接の外気温等による長手
方向における熱伸縮は、図8に示すように、全てシーム
溶接箇所で吸収することとなり、即ち延びのときには被
覆金属材1,1,…のシーム溶接箇所が略S字状に撓
み、縮みのときにはシーム溶接箇所における被覆金属材
1に引張応力がかかることにより、被覆金属材1,1,
…のシーム溶接箇所の長手方向における直線距離の変位
をなくすることができるものである。
The tongue piece 2a and the bottom piece 2b are integrally formed in the restraint hanger 2, and the restraint hanger 2 is stronger in mechanical strength than the coated metal material 1. As shown in FIG. 8, all the thermal expansion and contraction in the longitudinal direction due to the outside temperature of seam welding of 1, 1, ... Is absorbed at the seam welding points, that is, when the seams are welded, the covering metal materials 1, 1 ,. When the seam welded portion is bent in a substantially S-shape and contracts, a tensile stress is applied to the coated metal material 1 at the seam welded portion, so that the coated metal materials 1, 1,
The displacement of the straight line distance in the longitudinal direction of the seam welded portion can be eliminated.

【0033】上記のように、被覆金属材1,1,…の長
手方向の伸縮を実質的に変化しないものにすることがで
きるので、外囲体が屋根等の場合のように、棟と軒先の
位置が決まっており、その位置が決して変位してはなら
ないような箇所には本発明は最適である。これによって
施工する外囲体の長さを継手なしで殆ど制限なしで施工
でる利点もある。
As described above, since the expansion and contraction of the coated metal materials 1, 1, ... In the longitudinal direction can be made substantially unchanged, the ridge and the eaves, as in the case where the outer enclosure is a roof or the like. The present invention is most suitable for a position where the position is fixed and the position should never be displaced. As a result, there is also an advantage that the length of the outer enclosure to be constructed can be constructed almost without limitation without a joint.

【0034】また、複数の拘束吊子2,2,…が使用さ
れることにより、隣接する拘束吊子2,2間のシーム溶
接箇所の熱伸縮量は、それほど大きくなることはなく、
確実なる固定ができるのみならず、両側部立上り部1
b,1bがシーム溶接箇所が剥離することも防止するこ
とができる。
Further, since a plurality of restraining suspensions 2, 2, ... Are used, the amount of thermal expansion and contraction of the seam welded portion between the adjacent restraining suspensions 2, 2 does not become so large.
Not only can it be securely fixed, but also the rising parts on both sides 1
It is also possible to prevent peeling of seam welded portions of b and 1b.

【0035】次に、拘束吊子2,2,…は、可動しない
タイプであるので、外囲体の施工時では、拘束吊子2と
被覆金属材1,1の側部立上り部1b,1b同士のシー
ム溶接を行い易くすることができるものである。
Next, since the restraint hangers 2, 2, ... Are of a non-movable type, the side ridges 1b, 1b of the restraint hangers 2 and the coated metal materials 1, 1 are constructed during the construction of the outer enclosure. It is possible to facilitate seam welding between the two.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の斜視図FIG. 1 is a perspective view of the present invention.

【図2】(a)及び(b)は本発明において下地部の実
施例を示した略示図
2A and 2B are schematic views showing an example of a base portion in the present invention.

【図3】本発明の平面図FIG. 3 is a plan view of the present invention.

【図4】本発明の要部斜視図FIG. 4 is a perspective view of an essential part of the present invention.

【図5】拘束吊子の実施例の斜視図FIG. 5 is a perspective view of an embodiment of a restraint hanger.

【図6】拘束吊子の正面断面図FIG. 6 is a front sectional view of the restraint hanger.

【図7】別の実施例の拘束吊子の斜視図FIG. 7 is a perspective view of a restraint hanger according to another embodiment.

【図8】本発明において、側部立上り部同士のシーム溶
接箇所で熱による伸びを吸収した状態を示す斜視図
FIG. 8 is a perspective view showing a state in which the stretch due to heat is absorbed at the seam welded portions between the side rising portions in the present invention.

【符号の説明】[Explanation of symbols]

1…被覆金属材 1b…側部立上り部 2…拘束吊子 3…下地部 1 ... Coated metal material 1b ... Side rising part 2 ... Restraint suspension 3 ... Base part

Claims (1)

【特許請求の範囲】 【請求項1】 隣接するシーム溶接可能な被覆金属材の
両側部立上り部相互をシーム溶接し、そのシーム溶接箇
所の長手方向の全長を適宜の間隔をおいて下地部に拘束
吊子にて固着し、該固着箇所を被覆金属材の熱伸縮時に
生じる荷重に対して充分に耐えうるようにしてなること
を特徴とした外囲体。
Claim: What is claimed is: 1. A seam-welded covered metal material is seam-welded on both side rising portions, and the seam-welded portions are provided on the base portion at appropriate intervals along the longitudinal direction. An enclosure characterized in that it is fixed by a restraining suspender, and the fixed portion can sufficiently withstand a load generated when the coated metal material expands and contracts due to heat.
JP19272491A 1991-07-08 1991-07-08 Enclosure Pending JPH0518061A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19272491A JPH0518061A (en) 1991-07-08 1991-07-08 Enclosure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19272491A JPH0518061A (en) 1991-07-08 1991-07-08 Enclosure

Publications (1)

Publication Number Publication Date
JPH0518061A true JPH0518061A (en) 1993-01-26

Family

ID=16296014

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19272491A Pending JPH0518061A (en) 1991-07-08 1991-07-08 Enclosure

Country Status (1)

Country Link
JP (1) JPH0518061A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5888823A (en) * 1995-11-17 1999-03-30 Toa Medical Electronics Co., Ltd. Standard fluid for flow cytometer

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5652254A (en) * 1979-10-04 1981-05-11 Nippon Suanresu Kk Water proofing with metal plate
JPS63122853A (en) * 1986-11-07 1988-05-26 光洋器材株式会社 Execution of waterproof metal sheet and hanger

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5652254A (en) * 1979-10-04 1981-05-11 Nippon Suanresu Kk Water proofing with metal plate
JPS63122853A (en) * 1986-11-07 1988-05-26 光洋器材株式会社 Execution of waterproof metal sheet and hanger

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5888823A (en) * 1995-11-17 1999-03-30 Toa Medical Electronics Co., Ltd. Standard fluid for flow cytometer

Similar Documents

Publication Publication Date Title
US5836133A (en) Vertical movement clip for attaching a building member to a beam having a channel therein
JP3746616B2 (en) Supporting hardware for exterior materials and outer wall structure of buildings
JPH0518061A (en) Enclosure
JP2662536B2 (en) Arc-shaped roof material erection structure for gable type steel frame
JPH0518060A (en) Enclosure
US4683698A (en) Load transfer clip for roof panel support trusses
US2787349A (en) Metal building element
JP2571271Y2 (en) Suspension
HUT50913A (en) Lattice girder for producing partly prefabricated reinforced concrete floors
JP2571272Y2 (en) Suspension
JPS6348724Y2 (en)
JPH0624507Y2 (en) Slide suspension
JPH0518062A (en) Enclosure
JPH0712513Y2 (en) Slide suspension
JPH0547153U (en) Slide suspension
JP3646293B2 (en) Roof structure
JP3605498B2 (en) Panel connection structure
JP3222688B2 (en) Coated metal enclosure
AU751733B2 (en) A chord member
JPS594092Y2 (en) Rebar joint fittings
JP4753503B2 (en) Deck plate triangular truss
JPH01192941A (en) Ridge structure for roof truss
JPS6153950A (en) Ridge extensible structure of batten seam roofing roof
JPH0421939Y2 (en)
JPH0437132Y2 (en)