JPH01268976A - Curved surface execution of concrete drive metal plate - Google Patents

Curved surface execution of concrete drive metal plate

Info

Publication number
JPH01268976A
JPH01268976A JP9676088A JP9676088A JPH01268976A JP H01268976 A JPH01268976 A JP H01268976A JP 9676088 A JP9676088 A JP 9676088A JP 9676088 A JP9676088 A JP 9676088A JP H01268976 A JPH01268976 A JP H01268976A
Authority
JP
Japan
Prior art keywords
curved surface
frame
concrete
metal plate
curved
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
Application number
JP9676088A
Other languages
Japanese (ja)
Other versions
JPH0791909B2 (en
Inventor
Tsunenori Harada
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)

Abstract

PURPOSE:To make it possible to execute easily for an aimed curved surface by fixing a thin flat steel plate provided with a shear-connector along the curved surface of a frame of an end thick material curved in accordance with the aimed curved surface so that it is capable of loading and unloading, and placing concrete. CONSTITUTION:Cross materials 2 and 2 compatible with a cross end thick material of angle steels curved in accordance with an aimed curved surface are arranged up and down in parallel, and longitudinal materials 3... compatible with a longitudinal end thick material of angle steels are provided and fixed between the cross materials at a certain interval to form a frame 1. Then, after fixing the one which a shear-connector is mounted on the inside of the thin flat steel plate 5 along the curved surface of the frame 1 so that it is capable of loading and unloading, concrete is placed. After that, the frame 1 is removed. Accordingly, it is no need to apply a work to the curved surface of the flat steel plate in advance, and at the same time, reinforcing materials for preventing the deformation of a sheathing board are not required.

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 Field of Application) The present invention relates to the curved surface of a metal plate poured into concrete when the lining material used for the inner wall surface of a curved concrete structure that requires airtightness is a metal plate. Regarding construction methods.

(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一部分や内壁面のラ
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 or the like where the 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 a portion of the silo unloading hopper and 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、金属板
を予め円形1円錐形等に曲成し、これをコンクリート型
枠の代りに使用するとともに、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 construction efficiency, these metal plates are pre-curved into a circular conical shape, etc., and used in place of the concrete formwork, and reinforcing bars are attached to the inside of the metal plate to cast concrete. The metal plate was to be 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、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。
(Problems to be Solved by the Invention) However, it has not been easy to bend a single metal plate into a desired curved surface due to its elastic action.

そこで本発明の目的は薄い平鋼板を現場で使用する際に
所要曲面に容易に曲成して、なおかつコンクリートと一
体にすることのできる施工方法を提供するにある。
SUMMARY OF THE INVENTION Therefore, an object of the present invention is to provide a construction method that allows a thin flat steel plate to be easily bent into a required curved surface and integrated with concrete when used on site.

(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、薄い金
属平板の内側にシアコネクターを取り付けたものを型枠
の堰板代りとし、これを目的曲面に合せて予め曲成した
端太による骨組枠の曲面に沿って着脱可能に固定し、コ
ンクリート打設後に骨組枠の方を取り外すものである。
(Means for Solving the Problems) In order to achieve the above object, the method for constructing a curved surface of a metal plate for concrete pouring according to the present invention is a method for constructing a curved surface of a metal plate for concrete pouring according to the present invention. A shear connector attached to the inside of the flat plate is used as a weir plate for the formwork, and this is removably fixed along the curved surface of the frame frame using end pieces that have been bent in advance to match the target curved surface, and after concrete is poured. The framework is to be removed.

(作 用) 目的曲面に合せて曲げ加工済みの端太で骨組枠を構成し
てあり、金属板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、またその内側にシアコネクターを使
用しているので骨組枠を外せば金属板はコンクリート表
面に一体的に固定したものとなる。
(Function) The frame is made of thick pieces that have been bent to fit the target curved surface, and the metal plate used is thin, so it is easy to bend it along the curved surface of the frame. If you temporarily fix it to the frame with screws, etc., the metal plate will become a weir plate with the desired curved surface.Also, since a shear connector is used inside it, if you remove the frame, the metal plate will be integrated into the concrete surface. It becomes fixed.

(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。
(Embodiments) Hereinafter, preferred embodiments 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だめの骨
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。
Figure 1 shows a frame frame 1 that constitutes a cylindrical concrete structure, and this frame has cross members 2 made of angle iron that are bent to form part of the circumference and serve as thick cross members at the side ends of the form. A vertical member 3 is provided which is arranged vertically in parallel and is fixed at a fixed interval between the upper and lower horizontal members 2-2, and which is made of angle iron and also serves as the vertical thick member of the formwork.

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には縦方向にボルトの貫
通孔4が一定の間隔で複数個穿設しである。
When the frame frames 1 are successively connected laterally, it becomes circular (the third
Figure (a)). Each vertical member 3 is provided with a plurality of through holes 4 for bolts in the vertical 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 framework frame 1 is assembled, a circular frame with the vertical members 3 on the outer circumferential 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ヘボルト6を通し、鋼板
5のコンクリート打設面側から袋ナツト7で縦材3と鋼
板5とを一体に締め付ける。
Next, place the flat steel plate 5 on the outside of the vertical member 3, pass the bolt 6 into the steel plate 5 from the vertically middle bolt through hole 4 side, and tighten the vertical member 3 with a cap nut 7 from the concrete pouring side of the steel plate 5. and the steel plate 5 are tightened together.

更に、縦材3の両端部にあるボルトの貫通孔4にはフオ
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1
0との間に配設している(第2図(a)、第3図(a)
)。
Furthermore, form ties 8 are set in the bolt through holes 4 at both ends of the vertical members 3, and the separators 9 are connected to the regular formwork 1 on the concrete pouring surface side of the steel plate 5 and on the outer peripheral surface side of the structure.
0 (Fig. 2 (a), Fig. 3 (a)
).

また、鋼板5のコンクリート打設面側にはスタッド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)) 、最後
に骨組枠1を取り外している(第2図(b))。
In addition, studs 11 are provided on the concrete pouring surface side of the steel plate 5.
is installed. Concrete 12 is poured between the steel plate 5 and the formwork 10 (FIG. 3(b)), and finally the frame 1 is removed (FIG. 2(b)).

(効 果) 以上の如く、本発明によれば、金属板を型枠堰板の代り
にしてコンクリートを打設するとともに、この金属板を
打設コンクリートと一体にするものであって、目的構造
物の曲面に合う曲率で予め曲成した型枠端太による骨組
枠に金属板を止着するので、骨組枠が型枠端太を兼用し
、堰板の変形防止の為の補強材を別に設ける必要がない
(Effects) As described above, according to the present invention, concrete is poured using a metal plate in place of a formwork weir plate, and this metal plate is integrated with the poured concrete. Since the metal plate is fixed to the frame frame using the formwork ends which are pre-curved with a curvature that matches the curved surface of the object, the frame frame also serves as the formwork ends, and a reinforcing material is separately provided to prevent deformation of the weir plate. There is no need to provide one.

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
金属板を使用しなくてもよい効果があり、その取扱いや
運搬の面で有利である。
Furthermore, in the process of fixing the metal plate to the frame frame, the metal plate is gradually curved into the desired curved surface, so there is no need to use a metal plate that has been processed into a curved surface in advance, making handling and transportation easier. advantageous in terms of

【図面の簡単な説明】[Brief explanation of the drawing]

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・・・・・・袋ナツト     8・
・・・・・フオームタイ9・・・・・・セパレータ  
  10・・・型 枠11・・・スタッド     1
2・・・コンクリート特許出願人       株式会
社 大 林 粗化 理 人       弁理士 −色
 健 軸間         弁理士 松 本 雅 利
第3
The figures all relate to embodiments 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 a concrete A cross-sectional view with the frame removed after pouring, Figure 3 (a) is a perspective view showing the state of the frame and formwork assembled in the process of constructing a circular structure, and Figure 3 (b) shows the structure. FIG. 2 is a perspective view showing a state in which the formwork outside the outer circumferential surface of the container is removed. 1... Frame frame 2... Horizontal
Material 3... Vertical material 4... Bolt through hole 5... Flat steel plate 6...
... Bolt 7 ... Bag nut 8.
...Form tie 9 ...Separator
10...Form frame 11...Stud 1
2... Concrete patent applicant: Obayashi Co., Ltd. Koka Attorney Patent attorney - Ken Iro Chisuma Patent attorney Masatoshi Matsumoto 3rd

Claims (1)

【特許請求の範囲】[Claims] (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、薄い金属平板の内側にシアコ
ネクターを取付けたものを型枠の堰板代りとし、これを
目的曲面に合せて予め曲成した端太による骨組枠の曲面
に沿って着脱可能に固定し、コンクリート打設後に該骨
組枠の方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 constructing a metal plate integrally on the surface of a curved concrete structure, a thin metal plate with a shear connector attached to the inside is used as a weir plate for the formwork, and this is adjusted to fit the target curved surface. A method for constructing a curved surface of a metal plate for concrete pouring, characterized in that the frame is removably fixed along the curved surface of a frame using pre-curved ends, and the frame is removed after concrete is poured.
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 true JPH01268976A (en) 1989-10-26
JPH0791909B2 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)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114799692A (en) * 2022-05-07 2022-07-29 北京韬盛科技发展有限公司 Building template processing component, processing system and template processing method

Citations (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

Patent Citations (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

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114799692A (en) * 2022-05-07 2022-07-29 北京韬盛科技发展有限公司 Building template processing component, processing system and template processing method
CN114799692B (en) * 2022-05-07 2023-01-24 北京韬盛科技发展有限公司 Building template processing component, processing system and template processing method

Also Published As

Publication number Publication date
JPH0791909B2 (en) 1995-10-09

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