JPH0544282A - Manufacturing method of steel plate concrete wall - Google Patents
Manufacturing method of steel plate concrete wallInfo
- Publication number
- JPH0544282A JPH0544282A JP3202963A JP20296391A JPH0544282A JP H0544282 A JPH0544282 A JP H0544282A JP 3202963 A JP3202963 A JP 3202963A JP 20296391 A JP20296391 A JP 20296391A JP H0544282 A JPH0544282 A JP H0544282A
- Authority
- JP
- Japan
- Prior art keywords
- steel
- steel plate
- unit
- surface steel
- steel plates
- 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
- Panels For Use In Building Construction (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は構築物に適用される鋼板
コンクリート壁の製作方法に係るものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of manufacturing a steel plate concrete wall applied to a structure.
【０００２】[0002]
【従来の技術】鋼板コンクリート壁は互いに平行に配設
された相対する一双の表面鋼板を連結材によって保持
し、同両表面鋼板間に形成された空間内にコンクリート
を打設充填して構成される。従来前記鋼板コンクリート
壁における相対する一双の表面鋼板と連結材とよりなる
鋼製ユニットの製作に際して、図７に示すように鋼板コ
ンクリート壁の壁厚に等しい長さを有する連結材ａを、
相対する一双の表面鋼板のうち一方の表面鋼板ｂに溶接
等によって予め植立しておき、前記一双の表面鋼板のう
ち他方の表面鋼板ｂ′に直接溶接等で接合する方法、あ
るいは図８に示すように、相対する両表面鋼板ｂ，ｂ′
の対向面にそれぞれ鋼板コンクリート壁の壁厚の約１／
２長さの連結材ａを植立しておき、壁厚中心部で前記両
連結材ａ，ａをスプライス板ｃ及びボルトｄで接合する
方法、また図９に示すように鋼板コンクリート壁厚より
やや長尺の一端にねじを切った連結材ａの他端を、一方
の表面鋼板ｂに予め溶接等によって植立しておき、同連
結材ａのねじ部を他方の表面鋼板ｂ′の透孔に貫通した
のち、ナットｅを螺着緊締する方法が採用されている。2. Description of the Related Art A steel plate concrete wall is constructed by holding a pair of facing steel plates facing each other in parallel with each other by a connecting member and pouring and filling concrete in a space formed between the steel plates. It Conventionally, when manufacturing a steel unit composed of a pair of surface steel plates facing each other in the steel plate concrete wall and a connecting member, as shown in FIG. 7, a connecting member a having a length equal to the wall thickness of the steel plate concrete wall,
A method in which one surface steel plate b of the opposing pair of surface steel plates is preliminarily set up by welding or the like, and is directly joined to the other surface steel plate b ′ of the pair of surface steel plates by welding or the like. As shown, opposite steel plates b, b '
About 1 / th of the wall thickness of the steel plate concrete wall
A method of joining two lengths of the connecting material a in advance and joining the connecting materials a and a with the splice plate c and the bolt d at the central portion of the wall thickness, and as shown in FIG. The other end of the connecting material a, which has a slightly long end and is threaded, is erected in advance on one surface steel plate b by welding or the like, and the threaded portion of the connecting material a is transparent to the other surface steel plate b '. After penetrating the hole, a method of screwing and tightening the nut e is adopted.
【０００３】なお図７乃至図９中、ｆは表面鋼板ｂ，
ｂ′の対向面に予め植立されたスタッドボルトである。7 to 9, f is a surface steel plate b,
It is a stud bolt that is previously planted on the opposite surface of b '.
【０００４】[0004]
【発明が解決しようとする課題】前記図７乃至図９に示
す従来の鋼板コンクリート壁の鋼製ユニットの製造方法
は、相対する一双の表面鋼板を同各鋼板の内側から連結
する方法であって、図１０に示すように作業空間が必要
であって、壁厚の薄い場合には適用不可能である。The conventional method for manufacturing a steel unit for a steel plate concrete wall shown in FIGS. 7 to 9 is a method of connecting a pair of facing surface steel plates from the inside of each steel plate. As shown in FIG. 10, a working space is required, and this is not applicable when the wall thickness is thin.
【０００５】また図９に示すように、２枚の表面鋼板を
外側からナット締めによって連結する方法では外観上の
見栄えが悪く、更に製作精度を厳しくしなければならな
い。本発明は前記従来技術の有する問題点に鑑みて提案
されたもので、その目的とする処は、表面鋼板間での同
鋼板の接合作業がなく、任意の部材厚を有する鋼板コン
クリート壁の製作を、通常の製作精度で外観上の見栄え
を損なうことなく行なうことができる鋼板コンクリート
壁の製作方法を提供する点にある。Further, as shown in FIG. 9, in the method of connecting two surface steel plates from the outside by tightening nuts, the appearance is not good and the manufacturing accuracy must be further strict. The present invention has been proposed in view of the above problems of the prior art, and the purpose thereof is to manufacture a steel plate concrete wall having an arbitrary member thickness without joining work of the steel plates between the surface steel plates. Is to provide a method for producing a steel plate concrete wall that can be performed with normal production accuracy without impairing the appearance.
【０００６】[0006]
【課題を解決するための手段】前記の目的を達成するた
め、本発明に係る鋼板コンクリート壁の製作方法によれ
ば、複数の連結桿の一端を帯状鋼材に、他端を前記一双
の表面鋼板のうち一方の表面鋼板に接合して接合用鋼製
ユニットを製作し、次いで同ユニットの帯状鋼材と、前
記一双の表面鋼板のうち他方の表面鋼板とを重合して栓
溶接したのち、前記両表面鋼板の内部にコンクリートを
打設するものである。In order to achieve the above object, according to the method for producing a steel plate concrete wall according to the present invention, one end of a plurality of connecting rods is a strip steel material, and the other end is the pair of surface steel plates. After manufacturing a steel unit for joining by joining to one of the surface steel plates, then the strip-shaped steel material of the unit and the other surface steel plate of the pair of surface steel plates are polymerized and plug-welded, and then both Concrete is placed inside the surface steel plate.
【０００７】[0007]
【作用】本発明によれば前記したように、複数の連結桿
の一端を帯状鋼材に、他端を前記一双の表面鋼板のうち
一方の表面鋼板に接合して接合用鋼製ユニットを製作
し、同ユニットの帯状鋼材に前記一双の表面鋼板のうち
他方の表面鋼板を重合して同表面鋼板の外側から栓溶接
することによって、前記一双の表面鋼板を連結して中間
に連結作業用空間を確保する必要をなくし、必要十分な
部材厚を有する鋼板コンクリート壁を見栄えよく製作し
うるものである。According to the present invention, as described above, one end of each of the plurality of connecting rods is joined to the strip-shaped steel material, and the other end is joined to one of the pair of surface steel sheets to manufacture a joining steel unit. , The other surface steel plate of the pair of surface steel plates is superposed on the strip-shaped steel material of the unit and plug-welded from the outside of the surface steel plate to connect the pair of surface steel plates to form an intermediate connecting work space. It is possible to make a steel plate concrete wall having a necessary and sufficient member thickness with a good appearance without the need to secure it.
【０００８】[0008]
【実施例】以下本発明を図示の実施例について説明す
る。鋼板コンクリート壁における相対する一双の表面鋼
板１，１′を連結する連結桿２の一端を帯状鋼材３に溶
接によって接合して連結材を構成し、（図１ａ参照）同
連結材における連結桿２の他端を一方の表面鋼板１に溶
接によって接合して接合用鋼製ユニットを構成する。。
（図１ｂ参照）なお同表面鋼板１の内面にはスタッドボ
ルト４、補剛用のリブ材５等の必要な鋼材が予め設置さ
れる。The present invention will be described below with reference to the illustrated embodiments. One end of a connecting rod 2 that connects the pair of facing steel plates 1, 1 ′ in the steel plate concrete wall is joined to the strip-shaped steel material 3 by welding to form a connecting material (see FIG. 1 a). The other end is joined to one surface steel plate 1 by welding to form a joining steel unit. ..
(See FIG. 1b) Incidentally, necessary steel materials such as a stud bolt 4 and a stiffening rib material 5 are installed in advance on the inner surface of the surface steel plate 1.
【０００９】次いで予めスタッドボルト４、リブ材５等
の必要な鋼材が内面に設置され、且つ前記帯状鋼板３に
対する溶接用透孔６が穿設された他方の表面鋼板１′を
前記接合用鋼製ユニットの帯状鋼材３上に重合し、（図
１ｃ参照）前記透孔６を介して表面鋼板１′の上側から
下向きに鋼製ユニット外側からの栓溶接によって帯状鋼
材３と溶接し、鋼板ユニット７を完成する。（図１ｄ参
照） なお前記接合用鋼製ユニットにおける後付け表面鋼板
１′側に帯状鋼材３が設置されたことによって、図６に
示すように溶接代及び製作精度の余裕を確保できる。ま
た前記帯状鋼材３は表面鋼板の板継ぎ材としても活用で
きる。Next, necessary steel materials such as stud bolts 4 and rib materials 5 are installed on the inner surface in advance, and the other surface steel sheet 1'having the through holes 6 for welding to the strip-shaped steel sheet 3 is connected to the joining steel. The steel sheet unit 3 is superposed on the steel strip 3 of the unit made of steel, and is welded to the steel strip 3 by plug-welding from the outside of the steel unit downward from the upper side of the surface steel sheet 1'through the through hole 6 (see FIG. 1c). Complete 7. (Refer to FIG. 1d) Since the strip-shaped steel material 3 is installed on the side of the steel plate 1'for the surface to be retrofitted in the joining steel unit, a welding allowance and a margin of manufacturing accuracy can be secured as shown in FIG. Further, the strip-shaped steel material 3 can also be utilized as a plate joint material for surface steel plates.
【００１０】しかるのち前記鋼板ユニット７における相
対する表面鋼板１，１′間にコンクリートを打設して鋼
板コンクリート壁を製作するものである。なお図１ｂの
段階で必要に応じて鋼板ユニットの剛性を高めるため
に、帯状鋼板２と表面鋼板１との間に斜材８を設置す
る。（図２参照） また表面鋼板１，１′の連結材としては、前記実施例の
他に図３及び図４に示す如きトラス状の部材９や図５に
示す如きウエブ鋼板１０を用いてもよい。After that, concrete is placed between the surface steel plates 1 and 1 ', which face each other, in the steel plate unit 7 to manufacture a steel plate concrete wall. In addition, in order to increase the rigidity of the steel plate unit as needed at the stage of FIG. 1b, a diagonal member 8 is installed between the strip steel plate 2 and the surface steel plate 1. (See FIG. 2) Further, as the connecting member for the surface steel plates 1 and 1 ', besides the above-mentioned embodiment, a truss-shaped member 9 shown in FIGS. 3 and 4 or a web steel plate 10 shown in FIG. 5 may be used. Good.
【００１１】[0011]
【発明の効果】本発明によれば前記したように複数の連
結桿の一端を帯状鋼材に、他端を相対する一双の表面鋼
板のうち一方の表面鋼板に接合して接合用鋼製ユニット
を製作し、同ユニットの帯状鋼材を、他方の表面鋼板に
重合して栓溶接することによって、鋼板コンクリート壁
における鋼板ユニットの外側より表面鋼板間の連結作業
が実施されるので、表面鋼板間の作業空間が不要とな
り、部材厚さや外観上の見栄えに関係なく、鋼板コンク
リート壁の製作が可能となる。According to the present invention, as described above, one end of a plurality of connecting rods is joined to a strip-shaped steel material, and the other end is joined to one of the facing surface steel sheets to form a steel unit for joining. By manufacturing the strip steel material of the same unit and superposing it on the other surface steel plate and performing plug welding, the connection work between the surface steel plates is performed from the outside of the steel plate unit on the steel plate concrete wall, so the work between the surface steel plates No space is required, and steel plate concrete walls can be manufactured regardless of the thickness of the members and appearance.
【００１２】また本発明によれば、殆んどの溶接作業を
下向きにできるため、作業性、品質の向上が図られ、溶
接用の透孔を有する後付け表面鋼板と接合用鋼製ユニッ
トの帯状鋼材との溶接では、溶接代及び製作精度の余裕
も確保できる。更に本発明によれば最終段階で、表面鋼
板と帯状鋼材を連結して鋼板ユニットを製作するため、
同鋼板ユニット内部に補剛材等を自由に配設することが
できる。Further, according to the present invention, most of the welding work can be performed downward, so that the workability and quality are improved, and the strip-shaped steel material of the post-applied surface steel plate having the through holes for welding and the joining steel unit. In welding with, it is possible to secure a margin for welding cost and manufacturing accuracy. Further, according to the present invention, in the final stage, in order to manufacture a steel plate unit by connecting the surface steel plate and the strip steel material,
A stiffener or the like can be freely arranged inside the steel plate unit.
【図１】（ａ）（ｂ）（ｃ）（ｄ）は本発明に係る鋼板
コンクリート壁の製作方法の一実施例の工程を示す斜視
図である。1 (a), (b), (c) and (d) are perspective views showing steps of an embodiment of a method for producing a steel plate concrete wall according to the present invention.
【図２】接合用鋼製ユニットの一実施例を示す斜視図で
ある。FIG. 2 is a perspective view showing an example of a joining steel unit.
【図３】連結材の一実施例を示す斜視図である。FIG. 3 is a perspective view showing an example of a connecting member.
【図４】連結材の他の実施例を示す斜視図である。FIG. 4 is a perspective view showing another embodiment of the connecting member.
【図５】連結材の更に他の実施例を示す斜視図である。FIG. 5 is a perspective view showing still another embodiment of the connecting member.
【図６】帯状鋼材と後付け表面鋼板との接合部を示す縦
断面図である。FIG. 6 is a vertical cross-sectional view showing a joint portion between a strip-shaped steel material and a post-applied surface steel sheet.
【図７】（イ）（ロ）は従来の連結材と表面鋼板との接
合工程の１例を示す平面図である。7 (a) and (b) are plan views showing an example of a conventional joining process of a connecting material and a surface steel plate.
【図８】（イ）（ロ）は従来の連結材と表面鋼板との接
合工程の他の例を示す平面図である。8 (a) and (b) are plan views showing another example of the conventional joining process of the connecting member and the surface steel plate.
【図９】（イ）（ロ）は従来の連結材と表面鋼板との接
合工程の更に他の例を示す平面図である。9 (a) and 9 (b) are plan views showing still another example of the conventional joining process of the connecting material and the surface steel plate.
【図１０】従来の表面鋼板の連結作業実施のために必要
となる作業空間を示す説明図である。FIG. 10 is an explanatory diagram showing a work space required for performing a conventional work of connecting surface steel plates.
１ 表面鋼板 １′ 表面鋼板 ２ 連結桿 ３ 帯状鋼材 ４ スタッドボルト ５ リブ材 ６ 透孔 ７ 鋼板ユニット ８ 斜材 ９ トラス部材 １０ ウエブ鋼板 1 surface steel plate 1'surface steel plate 2 connecting rod 3 strip steel material 4 stud bolt 5 rib material 6 through hole 7 steel plate unit 8 diagonal member 9 truss member 10 web steel plate
───────────────────────────────────────────────────── フロントページの続き (72)発明者 関本 恒 兵庫県高砂市荒井町新浜二丁目１番１号 三菱重工業株式会社高砂研究所内 (72)発明者 秋元 成之 神戸市兵庫区和田崎町一丁目１番１号 三 菱重工業株式会社神戸造船所内 (72)発明者 浅村 忠文 東京都港区元赤坂一丁目２番７号 鹿島建 設株式会社内 (72)発明者 薮内 彰夫 東京都港区元赤坂一丁目２番７号 鹿島建 設株式会社内 (72)発明者 松尾 一平 東京都港区元赤坂一丁目２番７号 鹿島建 設株式会社内 (72)発明者 原 潔 東京都港区元赤坂一丁目２番７号 鹿島建 設株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Hisashi Sekimoto 2-1-1, Niihama, Arai-cho, Takasago-shi, Hyogo Mitsubishi Heavy Industries, Ltd. Takasago Research Institute (72) Inventor Shigeyuki Akimoto 1-chome, Wadazaki-cho, Hyogo-ku, Kobe No. 1-1 Sanbishi Heavy Industries Co., Ltd. Kobe Shipyard (72) Inventor Tadafumi Asamura 1-2-7 Moto-Akasaka Minato-ku, Tokyo Kashima Construction Co., Ltd. (72) Inventor Akio Yabuuchi Moto-Akasaka, Minato-ku, Tokyo 1-27 Kashima Construction Co., Ltd. (72) Inventor Ippei Matsuo Moto Akasaka, Minato-ku, Tokyo 1-27 Kashima Construction Co., Ltd. (72) Inventor Kiyoshi Hara Moto-Akasaka, Minato-ku, Tokyo 1-2-7 Kashima Construction Co., Ltd.
Claims (1)
表面鋼板を連結材によって保持し、同両表面鋼板間に形
成された空間内にコンクリートを充填してなる鋼板コン
クリート壁の製作方法において、複数の連結桿の一端を
帯状鋼材に、他端を前記一双の表面鋼板のうち一方の表
面鋼板に接合して接合用鋼製ユニットを製作し、次いで
同ユニットの帯状鋼材と、前記一双の表面鋼板のうち他
方の表面鋼板とを重合して栓溶接したのち、前記両表面
鋼板の内部にコンクリートを打設することを特徴とする
鋼板コンクリート壁の製作方法。1. A method for producing a steel plate concrete wall, comprising a pair of facing steel plates facing each other arranged parallel to each other, held by a connecting material, and filling a space formed between the steel plates with concrete with concrete. , One end of a plurality of connecting rods to a strip steel material, the other end is joined to one surface steel plate of the one pair of surface steel plates to produce a steel unit for joining, and then the strip steel material of the unit and the one A method for producing a steel plate concrete wall, characterized in that the other surface steel plate among the surface steel plates is polymerized and plug-welded, and then concrete is placed inside the both surface steel plates.
Priority Applications (7)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20296391A JP2502218B2 (en) | 1991-08-13 | 1991-08-13 | Steel plate concrete wall manufacturing method |
| TW081106264A TW299381B (en) | 1991-08-13 | 1992-08-07 | |
| GB9217207A GB2258669B (en) | 1991-08-13 | 1992-08-13 | A concrete-filled steel bearing wall and a method of manufacture thereof |
| KR92014564A KR970007962B1 (en) | 1991-08-13 | 1992-08-13 | Steel plate box contained concrete and its making method |
| CN92110643A CN1045809C (en) | 1991-08-13 | 1992-08-13 | Concrete-filled steel bearing wall and method of manufacture thereof |
| US08/502,144 US5638652A (en) | 1991-08-13 | 1995-07-13 | Concrete-filled steel bearing wall |
| US08/502,143 US5653082A (en) | 1991-08-13 | 1995-07-13 | Method of manufacture of a concrete-filled steel bearing wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20296391A JP2502218B2 (en) | 1991-08-13 | 1991-08-13 | Steel plate concrete wall manufacturing method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0544282A true JPH0544282A (en) | 1993-02-23 |
| JP2502218B2 JP2502218B2 (en) | 1996-05-29 |
Family
ID=16466067
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20296391A Expired - Lifetime JP2502218B2 (en) | 1991-08-13 | 1991-08-13 | Steel plate concrete wall manufacturing method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2502218B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0932108A (en) * | 1995-04-11 | 1997-02-04 | Tokihiko Inukai | Reinforcing method for concrete structure and concrete molding form and reinforcing member |
| JP2007537900A (en) * | 2004-05-21 | 2007-12-27 | インテリジェント エンジニアリング （バハマ） リミテッド | Improved structural sandwich plate member |
-
1991
- 1991-08-13 JP JP20296391A patent/JP2502218B2/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0932108A (en) * | 1995-04-11 | 1997-02-04 | Tokihiko Inukai | Reinforcing method for concrete structure and concrete molding form and reinforcing member |
| JP2007537900A (en) * | 2004-05-21 | 2007-12-27 | インテリジェント エンジニアリング （バハマ） リミテッド | Improved structural sandwich plate member |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2502218B2 (en) | 1996-05-29 |
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