JPH06108643A - Manufacture of unit made of steel for steel sheet concrete wall - Google Patents
Manufacture of unit made of steel for steel sheet concrete wallInfo
- Publication number
- JPH06108643A JPH06108643A JP1021292A JP1021292A JPH06108643A JP H06108643 A JPH06108643 A JP H06108643A JP 1021292 A JP1021292 A JP 1021292A JP 1021292 A JP1021292 A JP 1021292A JP H06108643 A JPH06108643 A JP H06108643A
- Authority
- JP
- Japan
- Prior art keywords
- steel plate
- steel sheet
- surface steel
- unit
- steel
- 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.)
- Withdrawn
Links
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は、構築物に使用される鋼
板コンクリート壁用鋼板ユニツトの製作方法に関するも
のである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for manufacturing a steel plate unit for a steel plate concrete wall used in a structure.
【０００２】[0002]
【従来の技術】従来、構築物に使用される鋼板コンクリ
ート壁用鋼製ユニツトは、２枚の表面鋼板を間隔を置い
て向かい合わせた後、互いの連結部を鋼製ユニツトの内
側から溶接或いはボルト締めにより固定して、製作して
いる。また鋼製ユニツトの外側から接合する場合には、
一方の表面鋼板に連結材を添設しておき、他方の表面鋼
板に孔を設け、この孔を用いて連結材を他方の表面鋼板
に溶接或いはボルト締めにより固定して、製作してい
る。2. Description of the Related Art Conventionally, steel units for steel plates for concrete walls used for construction have two surface steel plates facing each other with a gap therebetween, and then their mutual connecting portions are welded or bolted from the inside of the steel unit. It is fixed and manufactured by tightening. Also, when joining from the outside of the steel unit,
A connecting material is attached to one surface steel plate, a hole is formed in the other surface steel plate, and the connecting material is fixed to the other surface steel plate by welding or bolting using this hole to manufacture.
【０００３】[0003]
【発明が解決しようとする課題】前記従来の鋼板コンク
リート壁用鋼板ユニツトの製作方法のうち、鋼製ユニツ
トの内側から対向する２枚の表面鋼板を接合する製作方
法は、接合作業を行う作業空間が鋼板ユニツト内に必要
であり、コンクリート壁の厚さが薄い場合には、この方
法により鋼製ユニツトを製作できない。Among the conventional methods for manufacturing a steel plate unit for steel plate concrete walls, the manufacturing method for bonding two surface steel plates facing each other from the inside of the steel unit is a work space for bonding work. Is required in the steel plate unit and the concrete wall is thin, a steel unit cannot be manufactured by this method.
【０００４】また鋼製ユニツトの外側から対向する２枚
の表面鋼板を接合する製作方法は、一方の表面鋼板に添
設した全ての連結材を他方の表面鋼板に設けた孔に一様
に挿入する必要があって、高精度の加工が要求される。
またこの製作方法では、ボルト締めすると、ボルト締め
部が表面に現れて、見栄えが損なわれる。また溶接によ
り接合すると、連結材の余代の削除等が必要になって、
仕上げ作業が煩雑になるという問題があった。Further, in the manufacturing method of joining two surface steel plates facing each other from the outside of the steel unit, all the connecting materials attached to one surface steel plate are uniformly inserted into the holes provided in the other surface steel plate. Therefore, high precision processing is required.
Further, in this manufacturing method, when bolts are tightened, the bolt tightened portions appear on the surface, and the appearance is impaired. Also, when joining by welding, it is necessary to remove the extra part of the connecting material,
There is a problem that the finishing work becomes complicated.
【０００５】本発明は前記の問題点に鑑み提案するもの
であり、その目的とする処は、表面鋼板の接合を鋼板ユ
ニツトの外側から行うことができて、任意の厚さを有す
るコンクリート壁用鋼板ユニツトの製作を通常の製作精
度で行うことができる鋼板コンクリート壁用鋼板ユニツ
トの製作方法を提供しようとする点にある。The present invention has been proposed in view of the above problems, and the object thereof is to join a surface steel plate from the outside of a steel plate unit, and for a concrete wall having an arbitrary thickness. It is an object of the present invention to provide a method of manufacturing a steel plate unit for a steel plate concrete wall, which can manufacture a steel plate unit with normal manufacturing accuracy.
【０００６】[0006]
【課題を解決するための手段】上記の目的を達成するた
めに、本発明は、コンクリートを充填する前のコンクリ
ート壁用鋼製ユニツトを製作するに当たり、鋼製ユニツ
トの両側面を構成する一方及び他方の表面鋼板のうち、
少なくとも一方の表面鋼板を分割し、次いでこれら分割
した表面鋼板を間隔を置いて一列に並べるとともに、同
各表面鋼板の両側部を連結材を介して他方の表面鋼板に
接合することを特徴としている。In order to achieve the above-mentioned object, the present invention is to manufacture a steel unit for concrete wall before being filled with concrete, while forming both side surfaces of the steel unit, and Of the other surface steel plate,
It is characterized in that at least one surface steel plate is divided, and then these divided surface steel plates are arranged in a row at intervals, and both side parts of each surface steel plate are joined to the other surface steel plate via a connecting material. .
【０００７】[0007]
【作用】本発明の鋼板コンクリート壁用鋼板ユニツトの
製作方法は前記のように鋼製ユニツトの両側面を構成す
る一方及び他方の表面鋼板のうち、少なくとも一方の表
面鋼板を分割し、次いでこれら分割した表面鋼板を間隔
を置いて一列に並べるとともに、同各表面鋼板の両側部
を連結材を介して他方の表面鋼板に接合する。The method for manufacturing a steel plate unit for steel plate concrete wall according to the present invention is such that at least one surface steel plate among the one and the other surface steel plates constituting both side surfaces of the steel unit is divided as described above, and then these divisions are performed. The surface steel sheets thus prepared are arranged in a line at intervals, and both side portions of each surface steel sheet are joined to the other surface steel sheet via a connecting material.
【０００８】[0008]
（第１実施例）次に本発明の鋼板コンクリート壁用鋼板
ユニツトの製作方法を図１〜図５に示す第１実施例によ
り説明すると、１が連結材スパン、２が連結材スパン１
に略等しい幅を有する一方の表面鋼板、３が連結材、４
が他方の表面鋼板、５が一方の表面鋼板、６が上記各表
面鋼板２、４、５の内面に設けたスタッドボルト、７が
鋼板コンクリート壁用鋼板ユニツトである。(First Embodiment) Next, a method for manufacturing a steel plate unit for steel plate concrete wall according to the present invention will be described with reference to a first embodiment shown in FIGS. 1 to 5, where 1 is a connecting material span and 2 is a connecting material span 1.
One surface steel plate having a width substantially equal to
Is the other surface steel plate, 5 is one surface steel plate, 6 is a stud bolt provided on the inner surface of each of the surface steel plates 2, 4 and 5, and 7 is a steel plate concrete plate steel plate unit.
【０００９】コンクリートを充填する前のコンクリート
壁用鋼製ユニツトを製作するに当たっては、 （１）先ず図１に示すように連結材スパン１に略等しい
幅を有する表面鋼板２の両側部に連結材３を接合する。 （２）また図２に示すように上記接合に前後して、表面
鋼板２、４、５の内面にスタッドボルト６を設ける。 （３）次いで図３に示すように表面鋼板２の複数枚を表
面鋼板４の上に表面鋼板５の幅を隔てて配置して、同各
表面鋼板２の連結材３を表面鋼板４に接触させて、同各
連結材３を表面鋼板４の内面に接合する。 （４）次いで図４に示すように表面鋼板５の両側部を上
記各表面鋼板２の反鋼板４側両側部に接合する。 （５）図５は、製作されたコンクリート壁用鋼製ユニツ
ト７を示している。In manufacturing a steel unit for concrete wall before being filled with concrete, (1) First, as shown in FIG. 1, a connecting material is provided on both sides of a surface steel plate 2 having a width substantially equal to the connecting material span 1. Join 3 (2) Further, as shown in FIG. 2, before and after the joining, stud bolts 6 are provided on the inner surfaces of the surface steel plates 2, 4, and 5. (3) Next, as shown in FIG. 3, a plurality of surface steel plates 2 are arranged on the surface steel plate 4 with the width of the surface steel plate 5 separated, and the connecting member 3 of each surface steel plate 2 is brought into contact with the surface steel plate 4. Then, the respective connecting members 3 are joined to the inner surface of the surface steel plate 4. (4) Next, as shown in FIG. 4, both side portions of the surface steel sheet 5 are joined to both side portions of the surface steel sheet 2 on the side opposite to the steel sheet 4. (5) FIG. 5 shows the manufactured steel unit 7 for a concrete wall.
【００１０】（第２実施例）図６、図７は、本発明の鋼
板コンクリート壁用鋼板ユニツトの製作方法の第２実施
例を示している。この実施例では、図６に示すように一
方の表面鋼板２の両側部に連結材３を接合し、同各連結
材３を比較的幅の小さい他方の表面鋼板４の内面に接合
して、鋼板ユニツトの単位体８を構成し、次いで図７
（ａ）（ｂ）に示すようにこれらの単位体８を向かい合
わせに一列に並べて、互いの隣接縁部を接合する。(Second Embodiment) FIGS. 6 and 7 show a second embodiment of the method for manufacturing a steel plate unit for steel plate concrete wall according to the present invention. In this embodiment, as shown in FIG. 6, connecting members 3 are joined to both side portions of one surface steel plate 2, and each connecting member 3 is joined to the inner surface of the other surface steel plate 4 having a relatively small width. The unit body 8 of the steel plate unit is constructed, and then FIG.
As shown in (a) and (b), these unit bodies 8 are arranged in a row so as to face each other, and their adjacent edges are joined together.
【００１１】[0011]
【発明の効果】本発明の鋼板コンクリート壁用鋼板ユニ
ツトの製作方法は前記のように鋼製ユニツトの両側面を
構成する一方及び他方の表面鋼板のうち、少なくとも一
方の表面鋼板を分割し、次いでこれら分割した表面鋼板
を間隔を置いて一列に並べるとともに、同各表面鋼板の
両側部を連結材を介して他方の表面鋼板に接合するの
で、表面鋼板の接合を鋼板ユニツトの外側から行うこと
ができて、任意の厚さを有するコンクリート壁用鋼板ユ
ニツトの製作を通常の製作精度で行うことができる効果
がある。As described above, the method for producing a steel plate unit for steel plate concrete wall of the present invention divides at least one surface steel plate among the one and the other surface steel plates constituting both side surfaces of the steel unit, and then, These divided surface steel sheets are arranged in a line at intervals and both side portions of each surface steel sheet are joined to the other surface steel sheet through the connecting material, so that the surface steel sheet can be joined from the outside of the steel sheet unit. Therefore, there is an effect that a steel plate unit for a concrete wall having an arbitrary thickness can be manufactured with normal manufacturing accuracy.
【図１】本発明に係わる鋼板コンクリート壁用鋼板ユニ
ツトの製作方法の第１実施例の第１工程を示す斜視図で
ある。FIG. 1 is a perspective view showing a first step of a first embodiment of a method for manufacturing a steel plate unit for steel plate concrete walls according to the present invention.
【図２】同第１実施例の第２工程を示す斜視図である。FIG. 2 is a perspective view showing a second step of the first embodiment.
【図３】同第１実施例の第３工程を示す斜視図である。FIG. 3 is a perspective view showing a third step of the first embodiment.
【図４】同第１実施例の第４工程を示す斜視図である。FIG. 4 is a perspective view showing a fourth step of the first embodiment.
【図５】同第１実施例の製作方法により製作された鋼板
コンクリート壁用鋼板ユニツトを示す斜視図である。FIG. 5 is a perspective view showing a steel plate unit for steel plate concrete walls manufactured by the manufacturing method of the first embodiment.
【図６】第２実施例の第１工程を示す斜視図である。FIG. 6 is a perspective view showing a first step of the second embodiment.
【図７】（ａ）は同２実施例の第２工程を示す斜視図、
（ｂ）は同第２実施例の製作方法により製作された鋼板
コンクリート壁用鋼板ユニツトを示す斜視図である。FIG. 7A is a perspective view showing a second step of the second embodiment,
(B) is a perspective view showing a steel plate unit for steel plate concrete walls manufactured by the manufacturing method of the second embodiment.
１ 連結材スパン ２ 一方の表面鋼板 ３ 連結材 ４ 他方の表面鋼板 ５ 一方の表面鋼板 ６ スタッドボルト ７ 鋼板コンクリート壁用鋼板ユニツト 1 Connection material span 2 One surface steel plate 3 Connection material 4 Other surface steel plate 5 One surface steel plate 6 Stud bolt 7 Steel plate Concrete wall steel plate unit
─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───
【手続補正書】[Procedure amendment]
【提出日】平成５年１０月８日[Submission date] October 8, 1993
【手続補正１】[Procedure Amendment 1]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】図７[Name of item to be corrected] Figure 7
【補正方法】変更[Correction method] Change
【補正内容】[Correction content]
【図７】第２実施例の第２工程を示す斜視図及び同第２
実施例の製作方法により製作された鋼板コンクリート壁
用鋼板ユニツトを示す斜視図である。FIG. 7 is a perspective view showing a second step of the second embodiment and the second step;
It is a perspective view which shows the steel plate unit for steel plate concrete walls manufactured by the manufacturing method of the Example.
Claims (1)
ト壁用鋼製ユニツトを製作するに当たり、鋼製ユニツト
の両側面を構成する一方及び他方の表面鋼板のうち、少
なくとも一方の表面鋼板を分割し、次いでこれら分割し
た表面鋼板を間隔を置いて一列に並べるとともに、同各
表面鋼板の両側部を連結材を介して他方の表面鋼板に接
合したことを特徴とする鋼板コンクリート壁用鋼板ユニ
ツトの製作方法。1. When manufacturing a steel unit for concrete walls before being filled with concrete, at least one surface steel plate of one and the other surface steel plates constituting both side surfaces of the steel unit is divided, and then, A method for manufacturing a steel plate unit for a steel plate concrete wall, characterized in that the divided surface steel plates are arranged in a line at intervals, and both side parts of the surface steel plates are joined to the other surface steel plate via a connecting material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1021292A JPH06108643A (en) | 1992-01-23 | 1992-01-23 | Manufacture of unit made of steel for steel sheet concrete wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1021292A JPH06108643A (en) | 1992-01-23 | 1992-01-23 | Manufacture of unit made of steel for steel sheet concrete wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH06108643A true JPH06108643A (en) | 1994-04-19 |
Family
ID=11743964
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1021292A Withdrawn JPH06108643A (en) | 1992-01-23 | 1992-01-23 | Manufacture of unit made of steel for steel sheet concrete wall |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH06108643A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6641735B1 (en) * | 2000-03-23 | 2003-11-04 | Japan Chemical Innovation Institute | Separatory material with the use of stimulus-responsive polymer and separation method by using the separatory material |
-
1992
- 1992-01-23 JP JP1021292A patent/JPH06108643A/en not_active Withdrawn
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6641735B1 (en) * | 2000-03-23 | 2003-11-04 | Japan Chemical Innovation Institute | Separatory material with the use of stimulus-responsive polymer and separation method by using the separatory material |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A300 | Withdrawal of application because of no request for examination |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 19990408 |