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JPH0791909B2 - Curved surface construction method of concrete driven metal plate - Google Patents
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JPH0791909B2 - Curved surface construction method of concrete driven metal plate - Google Patents

Curved surface construction method of concrete driven metal plate

Info

Publication number
JPH0791909B2
JPH0791909B2 JP63096760A JP9676088A JPH0791909B2 JP H0791909 B2 JPH0791909 B2 JP H0791909B2 JP 63096760 A JP63096760 A JP 63096760A JP 9676088 A JP9676088 A JP 9676088A JP H0791909 B2 JPH0791909 B2 JP H0791909B2
Authority
JP
Japan
Prior art keywords
concrete
frame
metal plate
curved surface
construction method
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 - Lifetime
Application number
JP63096760A
Other languages
Japanese (ja)
Other versions
JPH01268976A (en
Inventor
恒則 原田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Obayashi Corp
Original Assignee
Obayashi Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Obayashi Corp filed Critical Obayashi Corp
Priority to JP63096760A priority Critical patent/JPH0791909B2/en
Publication of JPH01268976A publication Critical patent/JPH01268976A/en
Publication of JPH0791909B2 publication Critical patent/JPH0791909B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

【発明の詳細な説明】 《産業上の利用分野》 本発明は気密性を要求される曲面形コンクリート構造物
の内壁面に使用されるライニング材が金属板であるとき
のコンクリート打込み金属板の曲面施工方法に関する。
DETAILED DESCRIPTION OF THE INVENTION << Industrial Application Field >> The present invention relates to a curved surface of a concrete-implanted metal plate when the lining material used for the inner wall surface of the curved concrete structure requiring airtightness is a metal plate. Regarding the construction method.

《従来の技術》 例えば、内壁面に耐摩耗性を要求されるコンクリートサ
イロ等では、サイロ払い出しホッパー部分や内壁面のラ
イニング材として鉄板あるいはステンレス板等を使用す
ることが多い。
<< Prior Art >> For example, in a concrete silo whose inner wall surface is required to have wear resistance, an iron plate or a stainless steel plate is often used as a lining material for the silo payout hopper portion or the inner wall surface.

これらの金属板は施工効率を向上させるために、予め工
場などで円筒形,円錐形等に曲成され、これをコンクリ
ート型枠の代わり使用するとともに、その内側に鉄筋を
付してコンクリートを打設し、当該金属板を目的構造物
のライニング材としてコンクリートと一体にするもので
あった。
In order to improve the construction efficiency, these metal plates are pre-bent into a cylindrical shape or a conical shape in a factory or the like, which is used in place of the concrete formwork, and at the same time, the reinforcing bars are attached to the inside of the metal plate to drive the concrete. The metal plate was integrated with concrete as a lining material for the target structure.

《発明が解決しようとする課題》 しかしながら、金属板単体を目的の曲面に曲成加工する
ことは、その弾性作用によって容易ではなかった。ま
た、工場等で円筒形,円錐形等に形成した金属板を現場
に運搬するのも容易ではなかった。
<< Problems to be Solved by the Invention >> However, it is not easy to bend a single metal plate into a desired curved surface due to its elastic action. In addition, it is not easy to transport a metal plate formed into a cylindrical shape, a conical shape, or the like at a factory to the site.

本発明は上記事情に鑑みてなされたものであり、その目
的は、曲面形をなすコンクリート構造物の表面に一体化
させて設ける金属板を型枠の堰板として利用するにあた
って、現場で容易に所要曲面に曲成し得、なおかつコン
クリートと容易に一体化させることができるコンクリー
ト打込み金属板の曲面施工方法を提供することにある。
The present invention has been made in view of the above circumstances, and an object thereof is to easily use on-site when using a metal plate integrally provided on the surface of a curved concrete structure as a dam plate of a formwork. It is an object of the present invention to provide a method for constructing a curved surface of a concrete-implanted metal plate that can be bent into a required curved surface and that can be easily integrated with concrete.

《課題を解決するための手段》 上記目的を達成するために、本発明に係るコンクリート
打込み金属板の曲面施工方法は、曲面形をしたコンクリ
ート構造物の表面に金属板を一体に構成するに際し、該
構造物の目的曲面に合せて予め曲成した端太により骨組
枠を形成し、コンクリート打設面側にシアコネクタを取
り付けた薄い金属平板を該骨組枠の曲面に沿わせて着脱
可能に固定し、コンクリートの打設固化後に該骨組枠を
取り外すものである。
<< Means for Solving the Problem >> In order to achieve the above object, the method for constructing a curved surface of a concrete-implanted metal plate according to the present invention, when integrally forming a metal plate on the surface of a curved concrete structure, A frame frame is formed with thickened edges that are pre-curved to match the target curved surface of the structure, and a thin metal flat plate with a shear connector attached to the concrete placing surface side is detachably fixed along the curved surface of the frame. However, the framework frame is removed after the concrete is poured and solidified.

《作 用》 目的曲面に合せて予め曲げ加工済みの端太で骨組枠を構
成してあり、金属板には薄いものを使用しているので、
これを骨組枠の曲面に沿って曲げることは容易であり、
そのままビス等で骨組枠に仮止めすれば金属板は目的曲
面に形成した堰板になり、しかも当該金属板のコンクリ
ート打設面側にはシアコネクターを取付てあるので、コ
ンクリートの固化後に骨組枠を外せば金属板はコンクリ
ート表面に一体的に固定されたものとなる。
《Working》 Since the frame is made up of the ends that have been bent in advance according to the target curved surface, and the thin metal plate is used,
It is easy to bend this along the curved surface of the frame,
If it is temporarily fixed to the frame with screws etc., the metal plate becomes a weir plate formed on the target curved surface, and since a shear connector is attached to the concrete placing surface side of the metal plate, the frame after solidification of concrete. If removed, the metal plate will be integrally fixed to the concrete surface.

《実 施 例》 以下、本発明の好適な実施例について図面を参照にして
詳細に説明する。
«Examples» Hereinafter, preferred examples of the present invention will be described in detail with reference to the drawings.

第1図は円筒状コンクリート構造物を構成するための骨
組枠1を示し、これは円周方向の一部となるように曲成
した型枠横端太材兼用の山形鋼による横材2を上下に平
行に配置し、この上下の横材2−2間に一定の間隔で渡
設固定した山形鋼による型枠縦端太材兼用の縦材3を具
える。
FIG. 1 shows a framework 1 for constructing a cylindrical concrete structure, which is a form frame bent to become a part of the circumferential direction. The vertical member 3 is also used as a thick vertical member of the form frame made of chevron steel, which is vertically arranged in parallel and fixed across the upper and lower horizontal members 2-2 at a constant interval.

骨組枠1を順次に横方向へ連結すると円形になる(第3
図(a))。そして、各縦材3には横方向にボルトの貫
通孔4が一定の間隔で複数個穿設してある。
When the frame frames 1 are sequentially connected in the lateral direction, a circle is formed (3rd
Figure (a)). Each vertical member 3 has a plurality of bolt through holes 4 formed in the horizontal direction at regular intervals.

上記骨組枠1を組み立てると、縦材3を外周面側にした
円形状の枠が形成される。
When the frame framework 1 is assembled, a circular frame with the vertical member 3 on the outer peripheral surface side is formed.

次に、縦材3の外側に平鋼板5をあて、縦方向中寄りの
ボルトの貫通孔4側から鋼板5へボルト6を通し、鋼板
5のコンクリート打設面側から袋ナット7で縦材3と鋼
板5とを一体に締め付ける。更に、縦材3の両端部にあ
るボルトの貫通孔4にはフォームタイ8をセットし、そ
のセパレータ9は鋼板5のコンクリート打設面側と構造
物の外周面側の通常の型枠10との間に配設している(第
2図(a),第3図(a))。
Next, the flat steel plate 5 is applied to the outer side of the vertical member 3, the bolt 6 is passed from the through hole 4 side of the vertically centered bolt to the steel plate 5, and the vertical member is attached from the concrete placing surface side of the steel plate 5 with the cap nut 7. 3 and the steel plate 5 are fastened together. Further, foam ties 8 are set in the through holes 4 of the bolts at both ends of the vertical member 3, and the separators 9 thereof are the normal formwork 10 on the concrete placing surface side of the steel plate 5 and the outer peripheral surface side of the structure. Are arranged between the two (FIGS. 2 (a) and 3 (a)).

また、鋼板5のコンクリート打設面側には、当該鋼板5
と打設するコンクリートとの剪断強度を向上させて両者
の一体化を高めるために、シアコネクタとしてスタッド
11を取り付けている。然して、鋼板5と型枠10との間に
コンクリート12を打ち込み(第3図(b))、当該コン
クリート12が固化してから最後に骨組枠1を取り外して
いる(第2図(b))。
In addition, on the concrete pouring surface side of the steel plate 5, the steel plate 5
Studs as shear connectors to improve the shear strength between the concrete and
11 is attached. However, concrete 12 is driven between the steel plate 5 and the formwork 10 (Fig. 3 (b)), and after the concrete 12 is solidified, the frame 1 is finally removed (Fig. 2 (b)). .

《効 果》 以上のように本発明に係わるコンクリート打込み金属板
の曲面施工方法によれば、目的曲面に合せて予め曲げ加
工済みの端太で骨組枠を形成し、その曲面に沿って薄い
平板の金属板を容易に曲成させながらビス等で着脱可能
に止着することで、当該金属板を容易に目的曲面を有す
る堰板として機能させることができ、しかも当該金属板
のコンクリート打設面側にはシアコネクターを取付てあ
るので、コンクリートの固化後に骨組枠を外しても金属
板をコンクリート表面に一体的に固定させておくことが
できる。
<Effect> As described above, according to the method for constructing a curved surface of a concrete-implanted metal sheet according to the present invention, a frame frame is formed by bending the edge in advance according to the target curved surface, and a thin flat plate is formed along the curved surface. The metal plate can be easily bent, and is detachably fixed with screws or the like, so that the metal plate can easily function as a barrier plate having a target curved surface, and the concrete placing surface of the metal plate can be Since the shear connector is attached to the side, the metal plate can be integrally fixed to the concrete surface even if the frame is removed after the concrete is solidified.

また、骨組枠が型枠端太により形成されるから、堰板の
変形防止の為の補強材を別に設ける必要がない。
Further, since the framework frame is formed by the thick edges of the mold, it is not necessary to separately provide a reinforcing material for preventing the deformation of the dam plate.

更に、骨組枠に金属板を止着する過程において漸次に金
属板が目的曲面に曲成されるので、予め曲面に加工した
金属板を使用する必要はなく、現場における骨組枠や金
属板の取扱いや、それらの運搬の面で有利である。
Furthermore, since the metal plate is gradually bent into the target curved surface in the process of fixing the metal plate to the frame, it is not necessary to use a metal plate that has been processed into a curved surface in advance, and it is not necessary to use the frame or metal plate on site. It is also advantageous in terms of transportation.

【図面の簡単な説明】[Brief description of drawings]

図は何れも本発明の実施例に関し、第1図は骨組枠を示
す斜視図、第2図(a)は骨組枠に鋼板を取り付けた様
子を示す断面図、第2図(b)はコンクリート打設後に
骨組枠を外した断面図、第3図(a)は円形構造物を施
工する過程で組み立てた骨組枠と型枠との状態を示す斜
視図、第3図(b)は構造物の外周面外の型枠を外した
様子を示す斜視図である。 1……骨組枠、2……横材、3……縦材 4……ボルトの貫通孔、5……平鋼板、6……ボルト 7……袋ナット、8……フォームタイ、9……セパレー
タ 10……型枠、11……スタッド、12……コンクリート
Each of the drawings relates to an embodiment of the present invention, FIG. 1 is a perspective view showing a frame, FIG. 2 (a) is a sectional view showing a steel plate attached to the frame, and FIG. 2 (b) is concrete. A cross-sectional view of the frame structure removed after placement, FIG. 3 (a) is a perspective view showing a state of the frame frame and the mold frame assembled in the process of constructing a circular structure, and FIG. 3 (b) is a structure. FIG. 4 is a perspective view showing a state in which a mold outside the outer peripheral surface of is removed. 1 ... Frame frame, 2 ... Horizontal member, 3 ... Vertical member, 4 ... Bolt through hole, 5 ... Flat steel plate, 6 ... Bolt, 7 ... Cap nut, 8 ... Foam tie, 9 ... Separator 10 …… Formwork, 11 …… Stud, 12 …… Concrete

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】曲面形をしたコンクリート構造物の表面に
金属板を一体に構成するに際し、該構造物の目的曲面に
合せて予め曲成した端太により骨組枠を形成し、コンク
リート打設面側にシアコネクタを取り付けた薄い金属平
板を該骨組枠の曲面に沿わせて着脱可能に固定し、コン
クリートの打設固化後に該骨組枠を取り外すことを特徴
とするコンクリート打込み金属板の曲面施工方法。
1. When a metal plate is integrally formed on the surface of a curved concrete structure, a frame frame is formed by an edge thickened in advance in accordance with the target curved surface of the structure, and a concrete placing surface. A thin metal flat plate having a shear connector attached to its side is detachably fixed along the curved surface of the framework frame, and the framework frame is removed after the concrete is set and solidified, and the curved surface construction method for the concrete-cast metal plate .
JP63096760A 1988-04-21 1988-04-21 Curved surface construction method of concrete driven metal plate Expired - Lifetime JPH0791909B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63096760A JPH0791909B2 (en) 1988-04-21 1988-04-21 Curved surface construction method of concrete driven metal plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63096760A JPH0791909B2 (en) 1988-04-21 1988-04-21 Curved surface construction method of concrete driven metal plate

Publications (2)

Publication Number Publication Date
JPH01268976A JPH01268976A (en) 1989-10-26
JPH0791909B2 true JPH0791909B2 (en) 1995-10-09

Family

ID=14173603

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63096760A Expired - Lifetime JPH0791909B2 (en) 1988-04-21 1988-04-21 Curved surface construction method of concrete driven metal plate

Country Status (1)

Country Link
JP (1) JPH0791909B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114799692B (en) * 2022-05-07 2023-01-24 北京韬盛科技发展有限公司 A building formwork processing component, processing system and formwork processing method

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6126225U (en) * 1984-07-20 1986-02-17 自動車電機工業株式会社 Electrical component mounting device
JPS626067A (en) * 1985-07-01 1987-01-13 鹿島建設株式会社 Method for marking release area of wall tile

Also Published As

Publication number Publication date
JPH01268976A (en) 1989-10-26

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