JPS646006B2 - - Google Patents
Info
- Publication number
- JPS646006B2 JPS646006B2 JP56177341A JP17734181A JPS646006B2 JP S646006 B2 JPS646006 B2 JP S646006B2 JP 56177341 A JP56177341 A JP 56177341A JP 17734181 A JP17734181 A JP 17734181A JP S646006 B2 JPS646006 B2 JP S646006B2
- Authority
- JP
- Japan
- Prior art keywords
- steel
- steel plate
- plate
- lid
- panels
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 51
- 239000010959 steel Substances 0.000 claims description 51
- 239000002131 composite material Substances 0.000 claims description 10
- 238000005192 partition Methods 0.000 claims description 6
- 238000010276 construction Methods 0.000 claims description 5
- 239000011381 foam concrete Substances 0.000 claims description 4
- 230000001413 cellular effect Effects 0.000 claims description 3
- 239000004567 concrete Substances 0.000 description 16
- 230000002265 prevention Effects 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
Landscapes
- Panels For Use In Building Construction (AREA)
- Producing Shaped Articles From Materials (AREA)
Description
【発明の詳細な説明】
本発明は、たとえば貯槽、土木建築構造物、海
洋構造物等に用いる軽量複合パネルの築造工法に
関し、その目的とするところは、強度が大で、し
かも効率よくパネルを接合することができる築造
工法を提供することにあり、その特徴とするとこ
ろは、第１鋼板と、該第１鋼板に平行すると共に
その端部が第１鋼板の端部より若干外方へ突出す
る第２鋼板と、該両鋼板間に配設された隔板と、
両鋼板間に充填された軽量気泡コンクリートとか
らなる軽量複合パネルの上記第２鋼板の端部を隣
接する同一構造の軽量気泡パネルの第２鋼板の端
部に当接させると共にその当接部を溶接し、両パ
ネルの両第１鋼板間に鋼製蓋を配設すると共に該
蓋と両第１鋼板とを溶接し、上記蓋に形成した穴
を介して両パネル間に軽量気泡コンクリートを充
填したことにある。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for constructing lightweight composite panels for use in, for example, storage tanks, civil engineering construction structures, marine structures, etc., and its purpose is to provide a method for constructing lightweight composite panels with high strength and efficiency. The purpose is to provide a construction method that can be joined, and its characteristics are: a first steel plate, a first steel plate parallel to the first steel plate, and the end of which extends slightly outward from the end of the first steel plate; a second steel plate, a partition plate disposed between the two steel plates,
The end of the second steel plate of the lightweight composite panel made of lightweight cellular concrete filled between both steel plates is brought into contact with the end of the second steel plate of the adjacent lightweight cellular panel of the same structure, and the abutting portion is Welding, a steel lid is placed between both first steel plates of both panels, the lid and both first steel plates are welded, and lightweight aerated concrete is filled between both panels through the hole formed in the lid. It's what I did.
以下、本発明の一実施例を図に基づいて説明す
る。１は軽量複合パネルであつて、第１鋼板２
と、該第１鋼板２に平行すると共にその端部が第
１鋼板２の端部より若干外方へ突出する第２鋼板
３と、該両鋼板２，３間に配設された縦隔板４お
よび横隔板５と、両鋼板２，３の内面に適当間隔
ごとに固着された縦ずれ止め部材６および横ずれ
止め部材７と、第１鋼板２の端部に沿つて配設さ
れた縦隔板４上に固着されると共に第１鋼板２の
端部に固着された縦受板８と、両鋼板２，３間に
充填された軽量気泡コンクリート９とからなる。
１０は両隔板４，５に形成された連通穴、１１は
隣接する両パネル１の第２鋼板３の端部どうしを
溶接１２した状態において両パネル１間に配設さ
れると共に両第２鋼板３および両縦隔板４に溶接
された連結板であつて、横隔板５と一直線状とな
るように構成されている。１３は該各横隔板５上
に固着された横受板、１４は四辺が上記両縦受板
８および両横受板１３上に載置されると共に溶接
１５されて隣接するパネル１の両第１鋼板２間を
塞ぐ鋼製蓋であつて、この実施例では一つおきの
蓋１４にコンクリート打設穴１６と空気抜き穴１
７とを形成してある。１８は上記コンクリート打
設穴１６から両パネル１間に充填された軽量気泡
コンクリート、１９，２０は蓋１４の内面に溶接
された縦ずれ止め部材と横ずれ止め部材、２１は
連結板１１に形成された連通穴である。 Hereinafter, one embodiment of the present invention will be described based on the drawings. 1 is a lightweight composite panel, which includes a first steel plate 2
a second steel plate 3 that is parallel to the first steel plate 2 and whose end portion projects slightly outward from the end portion of the first steel plate 2; and a medial partition plate disposed between the two steel plates 2 and 3. 4 and transverse diaphragm 5, vertical slip prevention members 6 and lateral slip prevention members 7 fixed to the inner surfaces of both steel plates 2 and 3 at appropriate intervals, and vertical slip prevention members 6 and lateral slip prevention members 7 arranged along the edge of the first steel plate 2. It consists of a vertical support plate 8 fixed on the partition plate 4 and fixed to the end of the first steel plate 2, and lightweight cellular concrete 9 filled between both steel plates 2 and 3.
Reference numeral 10 indicates a communication hole formed in both the partition plates 4 and 5, and reference numeral 11 indicates a communication hole formed between both panels 1 in a state in which the ends of the second steel plates 3 of both adjacent panels 1 are welded together. It is a connecting plate welded to the steel plate 3 and both medial diaphragms 4, and is configured to be in line with the diaphragm 5. Reference numeral 13 indicates a horizontal support plate fixed on each of the transverse diaphragms 5, and reference numeral 14 has four sides placed on both vertical support plates 8 and both horizontal support plates 13 and welded 15 to both sides of the adjacent panel 1. It is a steel lid that closes between the first steel plates 2, and in this embodiment, every other lid 14 has concrete pouring holes 16 and air vent holes 1.
7 is formed. 18 is lightweight aerated concrete filled between both panels 1 through the concrete pouring hole 16; 19 and 20 are longitudinal and lateral anti-slip members welded to the inner surface of the lid 14; and 21 is formed on the connecting plate 11. It is a communicating hole.
上記構成に基づいてパネル１の築造工法につい
て説明する。まず２つのパネル１の両第２鋼板３
の端部どうしを当接させ、その当接部を溶接１２
する。次に連結板１１を両パネル１間に配設する
と共にこの連結板１１を両第２鋼板３および両縦
隔板４に溶接する。次に各連結板１１上に横受板
１３を溶接する。次に各鋼製蓋１４を受板１３，
８上に載置すると共にこの各鋼製蓋１４を両第１
鋼板２に溶接１５し、また隣接する蓋１４どうし
を溶接１５する。次にコンクリート打設穴１６を
介して両パネル１間に軽量気泡コンクリート１８
を充填する。なおこのときコンクリート１８の膨
張を考慮して少なめに打設する。その後、コンク
リート１８が膨張充填されてコンクリート打設穴
１６および空気抜き穴１７からあふれ出てくるの
を待ち、膨張が止まつた時点で、あふれ出たコン
クリート１８を取除けばよい。なお性能上あるい
は強度上の必要がある場合には、その後、コンク
リート打設穴１６および空気抜き穴７に鋼製盲板
を溶接するものとする。 A construction method for the panel 1 will be explained based on the above configuration. First, both second steel plates 3 of two panels 1
The ends of the two are brought into contact with each other, and the contact portion is welded 12.
do. Next, a connecting plate 11 is disposed between both panels 1, and this connecting plate 11 is welded to both second steel plates 3 and both medial partition plates 4. Next, the side receiving plates 13 are welded onto each connecting plate 11. Next, each steel lid 14 is attached to the receiving plate 13,
8 and place each steel lid 14 on both first
The steel plate 2 is welded 15, and adjacent lids 14 are welded 15 to each other. Next, lightweight aerated concrete 18 is inserted between both panels 1 through the concrete pouring hole 16.
Fill it. At this time, in consideration of the expansion of the concrete 18, a small amount of concrete 18 is poured. Thereafter, wait until the concrete 18 expands and fills and overflows from the concrete placement hole 16 and the air vent hole 17, and when the expansion stops, the overflowing concrete 18 can be removed. In addition, if there is a need for performance or strength, a steel blind plate shall be welded to the concrete casting hole 16 and the air vent hole 7 thereafter.
以上述べたごとく本発明の軽量複合パネル築造
工法によれば、軽量複合パネルの上記第２鋼板の
端部を隣接する同一構造の軽量気泡パネルの第２
鋼板の端部に当接させると共にその当接部を溶接
し、両パネルの両第１鋼板間に鋼製蓋を配設する
と共に該蓋と両第１鋼板とを溶接し、上記蓋に形
成した穴を介して両パネル間に軽量気泡コンクリ
ートを充填するものであつて、効率よくパネルを
接合することができ、しかもその強度を大にする
ことができるものである。したがつて貯槽、土木
建築構造物、海洋構造物等を構成するのに最適で
ある。 As described above, according to the lightweight composite panel construction method of the present invention, the end of the second steel plate of the lightweight composite panel is connected to the second steel plate of the adjacent lightweight cellular panel of the same structure.
Abutting the end of the steel plate and welding the abutting portion, disposing a steel lid between both first steel plates of both panels, and welding the lid and both first steel plates to form the lid. Lightweight aerated concrete is filled between the two panels through the holes, which allows the panels to be joined together efficiently and increases their strength. Therefore, it is ideal for constructing storage tanks, civil engineering architectural structures, marine structures, etc.
図は本発明の一実施例を示し、第１図は軽量複
合パネルの一部切欠き斜視図、第２図は接合部の
平面図、第３図は第２図の−矢視図、第４図
は第２図の−矢視図である。
１……軽量複合パネル、２……第１鋼板、３…
…第２鋼板、４……縦隔板、５……横隔板、９…
…軽量気泡コンクリート、１２……溶接、１４…
…鋼製蓋、１６……コンクリート打設穴、１８…
…軽量気泡コンクリート。
The figures show one embodiment of the present invention, in which Fig. 1 is a partially cutaway perspective view of a lightweight composite panel, Fig. 2 is a plan view of the joint, and Fig. 3 is a view taken in the direction of - arrow in Fig. 2; FIG. 4 is a view taken along the - arrow in FIG. 1...Lightweight composite panel, 2...First steel plate, 3...
...Second steel plate, 4...Mediastinal plate, 5...Transverse plate, 9...
...Lightweight aerated concrete, 12...Welding, 14...
...Steel lid, 16...Concrete pouring hole, 18...
...Lightweight aerated concrete.
Claims (1)
の端部が第１鋼板の端部より若干外方へ突出する
第２鋼板と、該両鋼板間に配設された隔板と、両
鋼板間に充填された軽量気泡コンクリートとから
なる軽量複合パネルの上記第２鋼板の端部を隣接
する同一構造の軽量気泡パネルの第２鋼板の端部
に当接させると共にその当接部を溶接し、両パネ
ルの両第１鋼板間に鋼製蓋を配設すると共に該蓋
と両第１鋼板とを溶接し、上記蓋に形成した穴を
介して両パネル間に軽量気泡コンクリートを充填
することを特徴とする軽量複合パネル築造工法。1. A first steel plate, a second steel plate that is parallel to the first steel plate and whose ends protrude slightly outward from the ends of the first steel plate, and a partition plate disposed between the two steel plates; The end of the second steel plate of the lightweight composite panel made of lightweight cellular concrete filled between the steel plates is brought into contact with the end of the second steel plate of an adjacent lightweight cellular panel of the same structure, and the abutting portion is welded. Then, a steel lid is disposed between both first steel plates of both panels, and the lid and both first steel plates are welded, and lightweight cellular concrete is filled between both panels through the hole formed in the lid. A lightweight composite panel construction method characterized by:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56177341A JPS5878707A (en) | 1981-11-04 | 1981-11-04 | Lightweight composite panel construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56177341A JPS5878707A (en) | 1981-11-04 | 1981-11-04 | Lightweight composite panel construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5878707A JPS5878707A (en) | 1983-05-12 |
| JPS646006B2 true JPS646006B2 (en) | 1989-02-01 |
Family
ID=16029265
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP56177341A Granted JPS5878707A (en) | 1981-11-04 | 1981-11-04 | Lightweight composite panel construction method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5878707A (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60124589A (en) * | 1983-12-09 | 1985-07-03 | Mitsui Eng & Shipbuild Co Ltd | Marine concrete structure |
| GB2395689B (en) * | 2002-11-30 | 2006-05-31 | Det Norske Veritas As | Marine vessel,layered structure for use in vessels,layered structure module,element for forming a layered structure module |
| EP1578660B1 (en) * | 2002-11-30 | 2009-10-21 | Det Norske Veritas AS | Vessel structures and structures in marine vessels |
| JP7274681B2 (en) * | 2018-11-29 | 2023-05-17 | 成光精密株式会社 | Undersea submarine structure and manufacturing method thereof |
-
1981
- 1981-11-04 JP JP56177341A patent/JPS5878707A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5878707A (en) | 1983-05-12 |
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