JP2849343B2 - Roof panel with connecting plate for steel basement - Google Patents
Roof panel with connecting plate for steel basementInfo
- Publication number
- JP2849343B2 JP2849343B2 JP6284846A JP28484694A JP2849343B2 JP 2849343 B2 JP2849343 B2 JP 2849343B2 JP 6284846 A JP6284846 A JP 6284846A JP 28484694 A JP28484694 A JP 28484694A JP 2849343 B2 JP2849343 B2 JP 2849343B2
- Authority
- JP
- Japan
- Prior art keywords
- steel
- roof panel
- basement
- plate
- connection plate
- 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 - Fee Related
Links
Description
【0001】[0001]
【産業上の利用分野】鋼製地下室に地上階構造物を接続
するため、通常該鋼製地下室の屋根パネルにアンカーボ
ルトを溶接する。本発明では、直接該アンカーボルトを
溶接する代わりに接続用プレートを溶接した鋼製地下室
の屋根パネルに関する。BACKGROUND OF THE INVENTION In order to connect a ground floor structure to a steel basement, anchor bolts are usually welded to the roof panel of the steel basement. The present invention relates to a steel basement roof panel in which a connection plate is welded instead of directly welding the anchor bolt.
【0002】[0002]
【従来の技術】近年、住宅にも地下室を設ける場合が多
く、しかもこの種の地下室は工期の短縮化、施工の省力
化を図る目的で全体を屋根用鋼板と型鋼、壁用鋼板と型
鋼及び床用鋼板と型鋼でそれぞれ形成される鋼製パネル
を、現場で連結ボルト等で適宜連結して組み立てる、い
わゆるプレハブ工法によって構築する工法が広く実施さ
れている。2. Description of the Related Art In recent years, in many cases, basements are often provided even in houses. In addition, in order to shorten the construction period and to save labor in construction, this kind of basement is entirely provided with a steel plate for roof and a steel plate, a steel plate for a wall and a steel plate. 2. Description of the Related Art A method of constructing a steel panel formed of a steel sheet for a floor and a mold steel by appropriately connecting on-site with a connecting bolt or the like and assembling the panel by a so-called prefabricated method has been widely implemented.
【0003】そして、鋼製地下室の上には、住宅等の地
上階構造物が構築されるのが一般的である。[0003] Generally, a ground floor structure such as a house is constructed on a steel basement.
【0004】この場合、鋼製地下室と地上階構造物を、
強固、確実に連結するため、鋼製地下室の屋根板の外部
上面に向かって垂直にアンカーボルトを設けるが、従来
は、例えば特開平5‐62186 号公報にあるように、屋根
パネルを構成する鋼板に直接アンカーボルトを外部上面
に向かって垂直に溶接するか、或いは屋根パネルにアン
カーボルトを貫通させる程度の孔を明け、該孔を通じて
アンカーボルトを直接パネルを構成する型鋼に溶接して
いた。In this case, the steel basement and the ground floor structure are
In order to make a strong and reliable connection, anchor bolts are provided vertically toward the outer upper surface of the roof panel of the steel basement, but conventionally, for example, as disclosed in JP-A-5-62186, steel plates constituting the roof panel In this case, the anchor bolt is directly welded to the outer upper surface of the roof panel, or a hole is formed in the roof panel so that the anchor bolt penetrates, and the anchor bolt is directly welded to the steel shape forming the panel through the hole.
【0005】図4は、鋼製地下室の斜視図の一例を示
し、アンカーボルトは鋼製地下室の屋根パネルを構成す
る鋼板に直接溶接されている図である。図5は、屋根パ
ネルを構成する型鋼にアンカーボルトを溶接した図であ
る。[0005] Fig. 4 shows an example of a perspective view of a steel basement, in which anchor bolts are directly welded to steel plates constituting a roof panel of the steel basement. FIG. 5 is a diagram in which an anchor bolt is welded to a steel pattern forming a roof panel.
【0006】[0006]
【発明が解決しようとする課題】しかし上述のようなア
ンカーボルトの取着法では、次のような問題点があっ
た。 (イ)アンカーボルトの平面への溶接は、技量を必要と
し困難である。 (ロ)従って、このような方法で取着されたアンカーボ
ルトは強度上の信頼性に欠ける恐れがあった。 (ハ)又、パネルは、工場で製造され出来上がったもの
を現場で組み立てるのでパネルの運搬時又は積置時、揚
重組立時に、邪魔になり、曲がったり折損したりする恐
れがあった。However, the above-described method of attaching the anchor bolt has the following problems. (B) Welding anchor bolts to a flat surface requires skill and is difficult. (B) Therefore, the anchor bolt attached by such a method may lack reliability in strength. (C) In addition, since panels manufactured and assembled in a factory are assembled on site, the panels may be obstructed during transportation or stacking of the panels or during lifting assembly, and may be bent or broken.
【0007】本発明は、このような問題点に鑑み、強度
的にも信頼性が高く施工性もよく、取扱も容易な、鋼製
地下室の接続用プレート付屋根パネルを提供する。The present invention has been made in view of the above problems, and provides a roof panel with a connecting plate for a steel basement, which is highly reliable in terms of strength, has good workability, and is easy to handle.
【0008】[0008]
【課題を解決するための手段】請求項1は、鋼製地下室
の屋根パネルを構成する型鋼に、接続用プレートを溶接
し、前記型鋼に、前記接続用プレートを避ける切欠きを
設けた鋼板を被せて溶接し、該接続用プレートに、地上
階構造物を接続してなることを特徴とする鋼製地下室の
接続用プレート付屋根パネルであることを要旨とする。 SUMMARY OF THE INVENTION A steel basement is provided.
Connection plate is welded to the steel form of the roof panel
And cut out the steel plate to avoid the connection plate
Weld over the steel plate provided and weld it to the connection plate.
Of steel basements characterized by connecting floor structures
The gist of the invention is that it is a roof panel with a connection plate.
【0009】請求項2は、鋼製地下室の屋根パネルを構
成する鋼板に、接続用プレートを溶 接し、該接続用プレ
ートに地上階構造物を接続してなることを特徴とする鋼
製地下室の接続用プレート付屋根パネルであることを要
旨とする。 A second aspect of the present invention is to construct a roof panel of a steel basement.
The steel sheet to be formed, contact dissolve the connection plate, pre for the connection
Characterized by connecting a ground floor structure to a floor
Roof panels with connecting plates for basement
To the effect.
【0010】[0010]
【作用】本発明の作用は次の通りである。 (イ)パネルを構成する屋根用鋼板又は型鋼に、接続プ
レートを溶接するので、鋼板又は型鋼に直接アンカーボ
ルトを点溶接するよりも溶接が容易である。 (ロ)溶接部分が、線溶接なので接続用プレートの面
内、面外に作用する引張、圧縮、剪断、曲げに対して強
固である。 (ハ)アンカーボルトがパネルより長く出張っていない
ので、パネルの運搬時、積置時、揚重組立時に邪魔にな
らず、曲げ、折損することが少ない。The operation of the present invention is as follows. (A) Since the connection plate is welded to the steel plate or roof steel for the panel, the anchor plate is directly attached to the steel plate or steel.
Welding is easier than spot welding . (B) Since the welded part is a line weld , the surface of the connection plate
It is resistant to tension, compression, shear and bending acting in and out of plane . (C) Since the anchor bolt does not travel longer than the panel, it does not hinder the panel during transportation, stacking, and lifting assembly, and is less likely to bend or break.
【0011】[0011]
【実施例】以下図面によって、本発明の詳細を説明す
る。図1で、(a)は本発明の一実施例の側面図であ
る。(b)は正面図であり(c)は上面図である。鋼製
地下室の屋根パネルを構成する型鋼1に切欠き3を設け
た鋼板2を溶接し、前記型鋼1に接続用プレート4を、
型鋼に垂直に溶接する。該接続用プレート4に、例えば
羽子板ボルト5をボルト・ナット6で取着しアンカーボ
ルトとする。接続プレート4にアンカーボルトを取着す
る方法は種々考えられ直接溶接することも可能であるこ
とは言うまでもない。この場合、アンカーボルトと溶接
面が点直交していないので溶接は容易であり、かつ強度
が保証される。BRIEF DESCRIPTION OF THE DRAWINGS FIG. FIG. 1A is a side view of one embodiment of the present invention. (B) is a front view and (c) is a top view. A steel plate 2 provided with a notch 3 is welded to a shape steel 1 constituting a roof panel of a steel basement, and a connection plate 4 is attached to the shape steel 1,
Weld perpendicular to the profile. For example, a wing plate bolt 5 is attached to the connection plate 4 with a bolt / nut 6 to form an anchor bolt. It goes without saying that various methods of attaching the anchor bolt to the connection plate 4 are conceivable and direct welding is also possible. In this case, since the anchor bolt and the welding surface are not perpendicular to the point, welding is easy and the strength is guaranteed.
【0012】図2は接続プレートを型鋼に溶接した部分
の斜視図である。FIG. 2 is a perspective view of a portion in which the connection plate is welded to the mold steel.
【0013】図3は接続プレートに直接上層階に接続す
る構造物の土台になる型鋼7をボルト締結した図で、勿
論溶接することも可能である。FIG. 3 is a view in which a mold steel 7 serving as a base of a structure directly connected to an upper floor is connected to a connecting plate by bolts. Of course, welding can also be performed.
【0014】[0014]
【発明の効果】この発明の効果は、次の通りである。 (イ)パネルを構成する屋根用鋼板又は型鋼に接続プレ
ートを線溶接するので、鋼板又は型鋼に直接アンカーボ
ルトを点溶接するよりも溶接が容易である。 (ロ)溶接部分が、線溶接なので接続用プレートの面
内、面外に作用する引張、圧縮、剪断、曲げに対して強
固である。 (ハ)アンカーボルトがパネルより長く出張っていない
ので、パネルの運搬時、積置時、揚重組立時に邪魔にな
らず、曲げ、折損することが少ない。The effects of the present invention are as follows. (A) Since the connection plate is wire-welded to the roof steel plate or steel plate constituting the panel, the anchor plate is directly attached to the steel plate or steel plate.
Welding is easier than spot welding . (B) Since the welded part is a line weld , the surface of the connection plate
It is resistant to tension, compression, shear and bending acting in and out of plane . (C) Since the anchor bolt does not travel longer than the panel, it does not hinder the panel during transportation, stacking, and lifting assembly, and is less likely to bend or break.
【図1】(a)は本発明の一実施例の側面図である。
(b)は正面図であり(c)は上面図である。FIG. 1A is a side view of one embodiment of the present invention.
(B) is a front view and (c) is a top view.
【図2】接続プレートを型鋼に溶接した部分の斜視図で
ある。FIG. 2 is a perspective view of a portion where a connection plate is welded to a mold steel.
【図3】接続プレートに直接上層階に接続する構造物の
土台になる型鋼7をボルト締結した図である。FIG. 3 is a diagram in which a mold steel 7 serving as a base of a structure directly connected to an upper floor is connected to a connection plate by bolting.
【図4】鋼製地下室の斜視図の一例を示し、アンカーボ
ルトは鋼製地下室の屋根パネルを構成する鋼板に直接溶
接されている図である。FIG. 4 shows an example of a perspective view of a steel basement, in which anchor bolts are directly welded to steel plates constituting a roof panel of the steel basement.
【図5】屋根パネルを構成する型鋼にアンカーボルトを
溶接した図である。FIG. 5 is a diagram in which anchor bolts are welded to a steel pattern forming a roof panel.
【図6】鋼製プレハブ地下室の斜視図の一例を示し、ア
ンカーボルトは鋼製プレハブ地下室の屋根パネルを構成
する鋼板に直接溶接されている図である。FIG. 6 shows an example of a perspective view of a steel prefabricated basement, in which anchor bolts are directly welded to steel plates constituting a roof panel of the steel prefabricated basement.
【図7】屋根パネルを構成する型鋼にアンカーボルトを
溶接した図である。FIG. 7 is a view in which anchor bolts are welded to a steel pattern forming a roof panel.
1・・・屋根パネルを構成する型鋼、2・・・屋根パネ
ルを構成する鋼板、3・・・切欠き、4・・・接続用プ
レート、5・・・羽子板ボルト、6・・・ボルト・ナッ
ト、7・・・上層階の土台を構成する型鋼、8・・・ア
ンカーボルト、9・・・床スラブ、10・・・鋼製地下
室の斜視図DESCRIPTION OF SYMBOLS 1 ... Die steel which comprises a roof panel, 2 ... Steel plate which comprises a roof panel, 3 ... Notch, 4 ... Connection plate, 5 ... Blade bolt, 6 ... Bolt Nut, 7: Shape steel forming base of upper floor, 8: anchor bolt, 9: floor slab, 10: perspective view of steel basement
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) E02D 29/00 E04H 1/02──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 6 , DB name) E02D 29/00 E04H 1/02
Claims (2)
に、接続用プレートを溶接し、前記型鋼に、前記接続用
プレートを避ける切欠きを設けた鋼板を被せて溶接し、
該接続用プレートに、地上階構造物を接続してなること
を特徴とする鋼製地下室の接続用プレート付屋根パネ
ル。1. A connection plate is welded to a mold steel constituting a roof panel of a steel basement, and the connection plate is welded to the mold steel.
Weld over a steel plate with a notch to avoid the plate,
A roof panel with a connection plate for a steel basement , wherein a ground floor structure is connected to the connection plate.
に、接続用プレートを溶接し、該接続用プレートに地上
階構造物を接続してなることを特徴とする鋼製地下室の
接続用プレート付屋根パネル。2. A connection plate is welded to a steel plate constituting a roof panel of a steel basement, and the connection plate is grounded to the connection plate.
A roof panel with connecting plates for a steel basement, characterized by connecting floor structures .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6284846A JP2849343B2 (en) | 1994-11-18 | 1994-11-18 | Roof panel with connecting plate for steel basement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6284846A JP2849343B2 (en) | 1994-11-18 | 1994-11-18 | Roof panel with connecting plate for steel basement |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH08144299A JPH08144299A (en) | 1996-06-04 |
JP2849343B2 true JP2849343B2 (en) | 1999-01-20 |
Family
ID=17683790
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6284846A Expired - Fee Related JP2849343B2 (en) | 1994-11-18 | 1994-11-18 | Roof panel with connecting plate for steel basement |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2849343B2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107060074B (en) * | 2017-04-09 | 2019-01-04 | 北京工业大学 | A kind of assembled Special-Shaped Column-concrete system |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2583058B2 (en) * | 1987-05-29 | 1997-02-19 | 積水ハウス株式会社 | Basement method |
JPH0562186A (en) * | 1991-08-30 | 1993-03-12 | Sony Corp | Manufacture of magnetic recording medium |
-
1994
- 1994-11-18 JP JP6284846A patent/JP2849343B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH08144299A (en) | 1996-06-04 |
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