JPH08144299A - Panel with plate for connecting prefabricated basement made of steel - Google Patents
Panel with plate for connecting prefabricated basement made of steelInfo
- Publication number
- JPH08144299A JPH08144299A JP6284846A JP28484694A JPH08144299A JP H08144299 A JPH08144299 A JP H08144299A JP 6284846 A JP6284846 A JP 6284846A JP 28484694 A JP28484694 A JP 28484694A JP H08144299 A JPH08144299 A JP H08144299A
- Authority
- JP
- Japan
- Prior art keywords
- steel
- panel
- plate
- welded
- connecting 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.)
- Granted
Links
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Residential Or Office Buildings (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】鋼製プレハブ地下室に地上階構造
物又は布基礎を接続するため、通常該鋼製プレハブ地下
室のパネルに直接アンカーボルト又は鉄筋を溶接する。
本発明では、直接該アンカーボルト又は鉄筋を溶接する
代わりに接続用プレートを溶接し該接続用プレートに、
アンカーボルト又は鉄筋を取着してなる鋼製プレハブ地
下室のパネルに関する。BACKGROUND OF THE INVENTION In order to connect ground floor structures or fabric foundations to steel prefabricated basements, anchor bolts or rebars are usually welded directly to the panels of the steel prefabricated basement.
In the present invention, instead of directly welding the anchor bolts or reinforcing bars, the connecting plate is welded to the connecting plate,
The present invention relates to a steel prefabricated basement panel with anchor bolts or reinforcing bars attached.
【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, there are many cases where a basement is also provided in a house, and this type of basement is constructed entirely of roof steel plate and steel, wall steel and steel for the purpose of shortening the construction period and saving labor. A construction method in which steel panels each formed of a floor steel plate and a section steel are appropriately assembled and assembled by a connecting bolt or the like on the site, that is, a so-called prefabricated construction method is widely used.
【０００３】そして、鋼製プレハブ地下室の上には、住
宅等の地上階構造物を構築したり、隣接構造物の布基礎
が構築されるのが一般的である。On the steel prefabricated basement, it is common to construct a ground floor structure such as a house or a fabric foundation for an adjacent structure.
【０００４】この場合、鋼製プレハブ地下室と地上階構
造物又は布基礎を、強固、確実に連結するため、鋼製プ
レハブ地下室の屋根板又は壁板の外部に向かって直角に
アンカーボルトを設けるか布基礎の鉄筋を直接溶接する
が、従来は、例えば特開平5-62186 号公報にあるよう
に、パネルを構成する鋼板に直接アンカーボルトを外部
に向かって直角に溶接するか、或いはパネルにアンカー
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。布基礎の場合も同様でパネルを構成する鋼板に直接
布基礎を構成する鉄筋を溶接していた。In this case, in order to firmly and surely connect the steel prefabricated basement and the ground floor structure or cloth foundation, are anchor bolts provided at right angles to the outside of the roof plate or wall plate of the steel prefabricated basement? The reinforcement of the cloth foundation is directly welded, but conventionally, as disclosed in, for example, Japanese Patent Laid-Open No. 5-62186, an anchor bolt is directly welded to a steel plate forming a panel at a right angle toward the outside or an anchor is attached to the panel. A hole was formed to allow the bolt to pass through, and the anchor bolt was directly welded to the section steel forming the panel through the hole. In the case of the cloth foundation as well, the steel bars forming the panel were directly welded with the reinforcing bars forming the cloth foundation.
【０００５】図６は、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。
図７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。FIG. 6 shows an example of a perspective view of a steel prefabricated basement, in which the anchor bolts are directly welded to the steel plates constituting the roof panel of the steel prefabricated basement.
FIG. 7 is a diagram in which anchor bolts are welded to a steel mold 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
ンカーボルト又は布基礎の鉄筋の取着法では、次のよう
な問題点があった。However, the above-described method of attaching the anchor bolt or the reinforcing bar of the cloth foundation has the following problems.
【０００７】（イ）アンカーボルト又は布基礎の鉄筋を
平面へ溶接することは、技量を必要とし困難である。(A) Welding the anchor bolt or the reinforcing bar of the cloth foundation to a flat surface requires skill and is difficult.
【０００８】（ロ）従って、このような方法で取着され
たアンカーボルト又は布基礎の鉄筋は強度上の信頼性に
欠ける恐れがあった。(B) Therefore, the anchor bolt or the reinforcing bar of the cloth foundation attached by such a method may lack reliability in strength.
【０００９】（ハ）特にアンカーボルトの場合、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。(C) Especially in the case of anchor bolts, since the panels manufactured at the factory and assembled are assembled on-site, they become obstructive at the time of transporting or stacking the panels, and at the time of lifting and assembling, and are bent or broken. I was afraid to do it.
【００１０】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
プレハブ地下室の接続用プレート付パネルを提供する。In view of these problems, the present invention provides a panel with a connecting plate for a steel prefabricated basement, which is highly reliable in strength, has good workability, and is easy to handle.
【００１１】[0011]
【課題を解決するための手段】鋼製プレハブ地下室に地
上階構造物又は布基礎を接続する場合、該鋼製プレハプ
地下室のパネルを構成する型鋼に、接続用プレートを溶
接し、前記型鋼に切欠きを設けた鋼板を被せ前記型鋼に
溶接するか、又は、前記鋼製プレハブ地下室のパネルを
構成する型鋼に、直接接続用プレートを溶接するか、又
は、前記鋼製プレハブ地下室のパネルを構成する型鋼
に、縁部を余して鋼板を溶接し、前記型鋼の鋼板を余し
た部位に直接用接続用プレートを溶接するか、又は、前
記鋼製プレハブ地下室のパネルを構成する鋼板に、直接
接続用プレートを溶接してなることを主旨とする。[Means for Solving the Problems] When connecting a ground floor structure or a cloth foundation to a steel prefabricated basement, a connecting plate is welded to the shape steel forming the panel of the steel prehap basement and cut into the shape steel. A steel plate provided with a notch is welded to the shape steel, or a shape steel forming a panel of the steel prefabricated basement is welded to a plate for direct connection, or a panel of the steel prefabricated basement is formed. The steel plate is welded to the shape steel, leaving the edge, and the plate for direct connection is welded to the area where the steel plate of the shape steel is left, or directly connected to the steel plate forming the panel of the steel prefabricated basement. The main purpose is to weld plates for welding.
【００１２】[0012]
【作用】本発明の作用は次の通りである。The operation of the present invention is as follows.
【００１３】（イ）パネルを構成する型鋼又は鋼板に、
接続用プレートを溶接するので、溶接が容易である。(A) For the shape steel or steel plate that constitutes the panel,
Since the connecting plate is welded, welding is easy.
【００１４】（ロ）溶接部分が、線溶接なので強固であ
る。(B) Since the welded portion is line welded, it is strong.
【００１５】（ハ）接続用プレートは、特に上層階構造
物接続用のアンカーボルトのように、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。(C) Since the connecting plate has not traveled longer than the panel, especially like the anchor bolts for connecting the upper floor structure, it does not become an obstacle during transportation of the panel, stacking, and lifting assembly. Less likely to bend or break.
【００１６】[0016]
【実施例】以下図面によって、本発明の詳細を説明す
る。DESCRIPTION OF THE PREFERRED EMBODIMENTS The details of the present invention will be described below with reference to the drawings.
【００１７】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。鋼製プレハブ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。接続用プレート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、接
続用プレートの溶接は線状となりアンカーボルトとの溶
接のように、棒状のものが溶接面に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。In FIG. 1, (a) is a side view of an embodiment of the present invention. (B) is a front view and (c) is a top view. Steel bars that make up roof panels for steel prefabricated basements 1
The steel plate 2 provided with the notch 3 is welded, and the connecting plate 4 is welded to the model steel 1 perpendicularly to the model steel. An anchor bolt is attached to the connecting plate 4 with, for example, a battledore bolt 5 with a bolt / nut 6. It goes without saying that various methods of attaching the anchor bolts to the connecting plate 4 are conceivable and direct welding is also possible. In this case, the welding of the connecting plate becomes linear, and unlike welding with the anchor bolt, since the rod-shaped one is not orthogonal to the welding surface, the welding is easy and the strength is guaranteed.
【００１８】図２は接続用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 the connecting plate is welded to the shape steel.
【００１９】図３は接続用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 diagram in which a section steel 7 serving as a base of a structure directly connected to the upper floor is bolted to the connecting plate,
Of course, welding is also possible.
【００２０】図４は布基礎を接続するために、壁パネル
を構成する型鋼に直接接続用プレートを溶接し、該接続
用プレートに鉄筋を溶接した斜視図である。FIG. 4 is a perspective view in which a connecting plate is directly welded to a shaped steel forming a wall panel and a reinforcing bar is welded to the connecting plate in order to connect the cloth foundation.
【００２１】図５は、接続用プレート付パネルの別の例
で、Ａ部は例えばパネルを構成する鋼板２に切欠き３を
設け、パネルを構成する型鋼１に接続用プレート４を溶
接したところを示し、Ｂ部はパネルを構成する型鋼１に
直接接続用プレート４を溶接したところを示し、Ｃ部は
パネルを構成する鋼板２をパネルを構成する型鋼１に余
して溶接した余り部分に接続用プレート４を溶接したと
ころを示し、Ｄ部は直接パネルを構成する鋼板２に接続
用プレート４を溶接したところを示す図である。FIG. 5 shows another example of a panel with a connecting plate. For example, in the A portion, a notch 3 is provided in a steel plate 2 constituting the panel, and a connecting plate 4 is welded to a die steel 1 constituting the panel. The portion B shows that the plate 4 for direct connection is welded to the shape steel 1 forming the panel, and the portion C is the excess portion of the steel plate 2 forming the panel that is welded to the shape steel 1 forming the panel. FIG. 7 is a diagram showing a state where the connecting plate 4 is welded, and a portion D is a diagram showing a state where the connecting plate 4 is directly welded to the steel plate 2 that constitutes the panel.
【００２２】[0022]
【発明の効果】この発明の効果は、次の通りである。The effects of the present invention are as follows.
【００２３】（イ）パネルを構成する鋼板又は型鋼に、
接続用プレートを溶接するので、溶接が容易である。(A) For the steel plate or shaped steel forming the panel,
Since the connecting plate is welded, welding is easy.
【００２４】（ロ）溶接部分が、線溶接なので強固であ
る。(B) Since the welded portion is line welded, it is strong.
【００２５】（ハ）接続用プレートは、特に上層階構造
物接続用のアンカーボルトのように、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。(C) Since the connecting plate has not traveled longer than the panel, especially the anchor bolts for connecting the upper floor structure, it does not become an obstacle during transportation of the panel, stacking, and lifting assembly. 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 an embodiment of the present invention.
(B) is a front view and (c) is a top view.
【図２】接続用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 connecting plate is welded to a mold steel.
【図３】接続用プレートに直接上層階に接続する構造物
の土台になる型鋼をボルト締結した図である。FIG. 3 is a diagram in which a section steel, which is a base of a structure directly connected to an upper floor, is bolted to a connection plate.
【図４】布基礎を接続するために、壁パネルに接続用プ
レートを溶接し、該接続用プレートに鉄筋を溶接した斜
視図である。FIG. 4 is a perspective view in which a connecting plate is welded to a wall panel and a reinforcing bar is welded to the connecting plate in order to connect a cloth foundation.
【図５】接続用プレート付パネルの別の例で、Ａ部は例
えばパネルを構成する鋼板に切欠きを設け、パネルを構
成する型鋼に接続用プレートを溶接したところを示し、
Ｂ部はパネルを構成する型鋼に直接接続用プレートを溶
接したところを示し、Ｃ部はパネルを構成する鋼板をパ
ネルを構成する型鋼に余して溶接した余り部分に接続用
プレートを溶接したところを示し、Ｄ部は直接パネルを
構成する鋼板に接続用プレートを溶接したところを示す
図である。FIG. 5 shows another example of a panel with a connecting plate, where part A shows, for example, a notch formed in a steel plate forming the panel and the connecting plate is welded to a model steel forming the panel.
Part B shows that the connecting plate is directly welded to the shape steel forming the panel, and part C is where the connecting plate is welded to the surplus part of the steel plate forming the panel that has been welded to the shape steel forming the panel. FIG. 3D is a view showing a portion where a connecting plate is directly welded to a steel plate forming a 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, with anchor bolts welded directly to the steel plates that make up the 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 an anchor bolt is welded to a steel mold 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・・・鋼製プレ
ハブ地下室の斜視図、１１・・・壁パネル、１２・・・
布基礎の鉄筋DESCRIPTION OF SYMBOLS 1 ... Shaped steel which comprises a roof panel, 2 ... Steel plate which comprises a roof panel, 3 ... Notch, 4 ... Connection plate, 5 ... Battledore bolt, 6 ... Bolt nut , 7 ... Sectional steel constituting the base of the upper floor, 8 ... Anchor bolts, 9 ... Floor slab, 10 ... Perspective view of steel prefabricated basement, 11 ... Wall panel, 12 ...・
Cloth foundation rebar
Claims (2)
布基礎を接続する場合、該鋼製プレハブ地下室の型鋼と
鋼板よりなるパネルを構成する型鋼に、直接接続用プレ
ートを溶接してなることを特徴とした鋼製プレハブ地下
室の接続用プレート付パネル。1. When connecting a ground floor structure or a cloth foundation to a steel prefabricated basement, the plate for direct connection is welded to the shape steel of the steel prefabricated basement forming a panel made of steel and a steel plate. Panel with plate for connecting steel prefabricated basements featuring.
布基礎を接続する場合、該鋼製プレハブ地下室のパネル
を構成する鋼板に、直接接続用プレートを溶接してなる
ことを特徴とした鋼製プレハブ地下室の接続用プレート
付パネル。2. When connecting a ground floor structure or a cloth foundation to a steel prefabricated basement, the steel is characterized by welding a plate for direct connection to a steel plate forming a panel of the steel prefabricated basement. Panel with plate for connection of prefabricated basement made by.
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 true JPH08144299A (en) | 1996-06-04 |
| JP2849343B2 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) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060074A (en) * | 2017-04-09 | 2017-08-18 | 北京工业大学 | A kind of assembled Special-Shaped Column concrete system |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63300123A (en) * | 1987-05-29 | 1988-12-07 | Sekisui House Ltd | Construction work of basement |
| 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
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63300123A (en) * | 1987-05-29 | 1988-12-07 | Sekisui House Ltd | Construction work of basement |
| JPH0562186A (en) * | 1991-08-30 | 1993-03-12 | Sony Corp | Manufacture of magnetic recording medium |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060074A (en) * | 2017-04-09 | 2017-08-18 | 北京工业大学 | A kind of assembled Special-Shaped Column concrete system |
| CN107060074B (en) * | 2017-04-09 | 2019-01-04 | 北京工业大学 | A kind of assembled Special-Shaped Column-concrete system |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2849343B2 (en) | 1999-01-20 |
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