JP2551338Y2 - Formwork device for dam with masonry pattern - Google Patents

Formwork device for dam with masonry pattern

Info

Publication number
JP2551338Y2
JP2551338Y2 JP1992004999U JP499992U JP2551338Y2 JP 2551338 Y2 JP2551338 Y2 JP 2551338Y2 JP 1992004999 U JP1992004999 U JP 1992004999U JP 499992 U JP499992 U JP 499992U JP 2551338 Y2 JP2551338 Y2 JP 2551338Y2
Authority
JP
Japan
Prior art keywords
formwork
dam
pattern
concrete
masonry
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
JP1992004999U
Other languages
Japanese (ja)
Other versions
JPH0557022U (en
Inventor
清 松井
吉光 高根沢
貞一 祖山
Original Assignee
日鐵建材工業株式会社
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 日鐵建材工業株式会社 filed Critical 日鐵建材工業株式会社
Priority to JP1992004999U priority Critical patent/JP2551338Y2/en
Publication of JPH0557022U publication Critical patent/JPH0557022U/en
Application granted granted Critical
Publication of JP2551338Y2 publication Critical patent/JP2551338Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、石積模様付きダム用型
枠装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a dam formwork with a stonework pattern.

【0002】[0002]

【従来の技術】従来のダム用型枠装置は、図7に示すよ
うに単体の型枠パネル1を縦方向及び横方向に複数並べ
て大組型枠2とし、この大組型枠2を背面で端太材3に
て固定し、この大組型枠2の下部を既に構築したコンク
リート躯体4の上部に押し当ててセットし、コンクリー
ト躯体4の上側にコンクリート5を打設し、以後大組型
枠2を下方から上方へ、順次せり上げ転用しながらコン
クリートダムを施工している。
2. Description of the Related Art As shown in FIG. 7, a conventional dam form device comprises a plurality of single form panels 1 arranged in a longitudinal direction and a horizontal direction to form a large form form 2. Then, the lower part of the large frame 2 is pressed against the upper part of the already constructed concrete frame 4 and set, and concrete 5 is poured on the upper side of the concrete frame 4. The concrete dam is constructed while the formwork 2 is sequentially lifted and diverted from below to above.

【0003】ところで、近時自然の景観を生かすため
に、ダムの表面をコンクリートのむき出しのままにする
ことをやめ、種々の模様を施すことが要求されるように
なってきた。
[0003] In recent years, in order to make use of the natural scenery, it has been required to stop leaving the surface of the dam exposed to concrete and to apply various patterns.

【0004】従来より一般のコンクリート垂直面に模様
を形成するために、垂直方向に型枠装置を移動しながら
コンクリート躯体を形成する方法としては、特開平1−
214662号公報や特公昭60−3592号公報に示
されるものが提案されている。
In order to form a pattern on a vertical surface of a conventional concrete, a method of forming a concrete body while moving a formwork apparatus in a vertical direction has been disclosed in Japanese Patent Laid-Open No. Hei.
Japanese Patent Publication No. 214662 and Japanese Patent Publication No. 60-3592 have been proposed.

【0005】しかし、特開平1−214662号公報に
示されるものは、模様付きコンクリート躯体を形成する
に際し、型枠装置に模様付きシートを下方に長く伸ばし
て取り付けるか、又は別途継ぎ部用の模様付きシートと
支持材を用意しなければならないという煩しさがあり、
作業性も悪い。また特公昭60−3592号公報に示さ
れるものは、一定方向に波形突条を持つコンクリート躯
体を形成するものである為、複雑な模様のコンクリート
面を形成することができない。
However, Japanese Patent Application Laid-Open No. Hei 1-214662 discloses a method of forming a patterned concrete body by extending a patterned sheet to a formwork device by extending it long downward, or separately forming a pattern for a joint. There is a trouble that it is necessary to prepare a sheet with a support and a support material,
Workability is also bad. Japanese Patent Publication No. 60-3592 discloses a concrete frame having corrugated ridges in a certain direction, and therefore cannot form a concrete surface with a complicated pattern.

【0006】従って、これらの従来技術を前記のダム用
型枠装置に採用できず、現状では大組型枠2をせり上げ
転用の都度単体の型枠パネル1に模様形成板を張り付け
て施工していた。この為、作業性が悪く、施工能率が低
かった。
Therefore, these prior arts cannot be used in the above-described dam formwork apparatus, and at present, the large formwork 2 is lifted up and the pattern forming plate is attached to the single formwork panel 1 each time it is converted. I was For this reason, workability was poor and construction efficiency was low.

【0007】[0007]

【考案が解決しようとする課題】そこで本考案は、ダム
用型枠装置における大組型枠を下方から上方へ順次せり
上げ転用の際、模様形成板を張り付けることなくコンク
リートダムを施工できて、ダムの表面に石積模様を形成
できるようにした型枠装置を提供しようとするものであ
る。
[Problem to be Solved by the Invention] Therefore, the present invention is capable of constructing a concrete dam without attaching a pattern forming plate when the large formwork in the dam formwork device is lifted up sequentially from below to convert it. Another object of the present invention is to provide a formwork device capable of forming a masonry pattern on the surface of a dam.

【0008】[0008]

【課題を解決するための手段】上記課題を解決するため
の本考案の石積模様付きダム用型枠装置は、長尺及び短
尺の型枠パネルを縦方向及び横方向に適宜複数並べて大
組型枠とし、この大組型枠を背面で端太材にて固定し、
この大組型枠でコンクリート躯体を形成する際、下部か
ら上部へ順次せり上げ転用しながら施工するダム用型枠
装置において、前記大組型枠の各型枠パネルを石積模様
付きとなし、最上段の型枠パネルと最下段の型枠パネル
を同一の石積模様付きとなしたことを特徴とするもので
ある。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, a dam form device with a masonry pattern according to the present invention has a long form and a short form formed by appropriately arranging a plurality of form panels in the vertical and horizontal directions. Frame, this large braided formwork is fixed on the back with thick ends,
When forming a concrete frame with this large formwork, in a dam formwork apparatus that is constructed while being lifted and diverted sequentially from the lower part to the upper part, each formwork panel of the large formwork is provided with a masonry pattern. The upper formwork panel and the lowermost formwork panel have the same masonry pattern.

【0009】[0009]

【作用】上記のように本考案の石積模様付きダム用型枠
装置は、大組型枠の各型枠パネルを石積模様付きとな
し、最上段の型枠パネルと最下段の型枠パネルを同一の
石積模様となしているので、大組型枠を下方から上方へ
順次せり上げ転用しながらコンクリートダムを施工する
際、先にコンクリート打設によって形成されたコンクリ
ート躯体の表面の上端部における石積模様に、大組型枠
を最下段の石積模様付きの型枠パネルを密着合致させて
セットすることができて作業性が良く、しかも直ちにコ
ンクリート躯体の上側にコンクリートを打設することが
できる。従ってノロ洩れを防止しながら石積模様付きの
コンクリート躯体を上方へ順次延設して、能率良く石積
模様付きダムを施工できる。
As described above, the formwork device for a dam with a masonry pattern of the present invention has a masonry pattern on each form panel of the large formwork, and the uppermost formwork panel and the lowermost formwork panel are used. Since the same masonry pattern is used, when constructing a concrete dam while diverting the large formwork from bottom to top and diverting it, the masonry at the upper end of the surface of the concrete frame formed first by concrete casting The large frame can be set on the pattern in close contact with the lowermost masonry-patterned formwork panel, so that workability is good and concrete can be immediately poured on the upper side of the concrete frame. Therefore, the concrete frame with the stonework pattern is sequentially extended upward while preventing the nodding leakage, and the dam with the stonework pattern can be efficiently constructed.

【0010】[0010]

【実施例】本考案の石積模様付きダム用型枠装置の一実
施例を図によって説明すると、図1,2において、10
は長尺(幅300mm,長さ1500mm)の型枠パネル1
1と短尺(幅300mm,長さ750mm)の型枠パネル1
2を、横方向で上段より長尺の型枠パネル11を2枚、
次に短尺の型枠パネル12、長尺のパネル11、短尺の
型枠パネル12を3枚と交互に縦方向に5段配列した大
組型枠で、この大組型枠10は背面でフックボルト13
を介して端太材14にて固定支持されている。大組型枠
10の長尺の型枠パネル11と短尺の型枠パネル12
は、石積模様付きとなされている。即ち、長尺の型枠パ
ネル11は、図3に示すように通常の縦1500mm,横
300mmの鋼製型枠よりなる型枠基盤15と、この型枠
基盤15の面板16上の周囲にボルト,ナットにて固定
した溝型フレーム17と、この溝型フレーム17内に取
付けられ周囲にフランジ18を有し長手方向に3個の凹
凸模様面19を備えた石積模様形成板20とよりなるも
のである。また短尺の型枠パネル12は、図4に示すよ
うに通常の縦750mm,横300mmの鋼製型枠よりなる
型枠基盤21と、この型枠基盤21の面板22上の相対
向する長辺側の側縁と一方の短辺側の側縁にボルト,ナ
ットにて固定した溝型フレーム23と、この溝型フレー
ム23内に取付けられ長辺側の側縁と一方の短辺側の側
縁にフランジ24を有し長手方向に半分に切断された凹
凸模様面25と1個の凹凸模様面26を備えた石積模様
形成板27と、この石積模様形成板27の切断端28を
支持し且つ切断端28の裏側を塞ぐために該切断端28
の裏側に挿入し、溝型フレーム23の開口端側面に固定
される端部閉塞部材29とよりなるものである。そして
大組型枠10の最上段の2枚の長尺の型枠パネル11に
おける石積模様形成板20と、最下段の2枚の長尺の型
枠パネル11における石積模様形成板20とは、各々の
凹凸模様面19を全く同一にしてある。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Referring to the drawings, an embodiment of a dam forming apparatus for a dam with a stonework pattern according to the present invention will be described with reference to FIGS.
Is a long (300 mm wide, 1500 mm long) formwork panel 1
1 and short formwork panel (width 300mm, length 750mm)
2, two formwork panels 11 longer than the upper row in the horizontal direction,
Next, a short form panel 12, a long panel 11, and three short form panels 12 are alternately arranged in five rows in the vertical direction in a large set form. The large form set 10 is hooked on the back side. Bolt 13
And is fixedly supported by the thick end piece 14. The long formwork panel 11 and the short formwork panel 12 of the large formwork 10
Has a masonry pattern. That is, as shown in FIG. 3, a long form panel 11 is made of a regular form base 15 made of a steel form having a length of 1500 mm and a width of 300 mm, and bolts are formed around the face plate 16 of the form base 15. , A grooved frame 17 fixed with nuts, and a masonry pattern forming plate 20 mounted in the grooved frame 17 and having a flange 18 around the periphery and provided with three uneven patterns 19 in the longitudinal direction. It is. As shown in FIG. 4, the short form panel 12 includes a normal form base 21 made of a steel form having a length of 750 mm and a width of 300 mm, and opposed long sides on a face plate 22 of the form base 21. Frame 23 fixed with bolts and nuts to the side edge of the side and one short side, and a long side and one short side attached to the groove type frame 23. A stone pattern forming plate 27 having an uneven pattern surface 25 and one uneven pattern surface 26 having a flange 24 at an edge and cut in half in the longitudinal direction, and a cut end 28 of the stone pattern forming plate 27 is supported. In order to close the back side of the cut end 28, the cut end 28
And an end closing member 29 that is inserted into the back side of the grooved frame and fixed to the open end side surface of the grooved frame 23. The masonry pattern forming plate 20 in the two long form panels 11 at the top of the large assembly form 10 and the masonry pattern forming plate 20 in the two long form panels 11 at the bottom are Each uneven pattern surface 19 is exactly the same.

【0011】上記のように構成された実施例の石積模様
付きダム用型枠装置は図5,6に示すように最初に打設
されて固化したコンクリート躯体30の石積模様の傾斜
面31に沿ってこれからコンクリートを打設しようとす
る上方にセットされる。即ち、最初に打設されて固化し
たコンクリート躯体30の傾斜面31の上端部における
石積模様に、大組型枠10の最下段の型枠パネル11を
密着合致させた上、大組型枠10の端太材14とその中
高部においてコンクリート躯体30中に埋設されたアン
カー32にシーボルト33を結合し、さらに上部におい
てこれからコンクリートを打設しようとする部分に埋込
むように配されたアンカー32′にダミーボルト33′
を結合し、シーボルト33及びダミーボルト33′にナ
ット34を締着して、大組型枠10をコンクリート躯体
30の傾斜面31に支持し、且つ下部においてジャッキ
ボルト35をコンクリート躯体30の傾斜面31と当接
して端太材14全体をコンクリート躯体30の傾斜面3
1と平行にする。そしてこの状態でコンクリート躯体3
0の上側に一点鎖線のようにコンクリート36を打設す
ると、ノロ洩れを防止しながら石積模様の傾斜面31を
有するコンクリート躯体30を上方に延設することがで
きる。
The dam formwork device with a masonry pattern of the embodiment constructed as described above is arranged along the inclined surface 31 of the masonry pattern of the concrete frame 30 which has been initially cast and solidified as shown in FIGS. It is set above where the concrete is going to be poured. That is, the lowermost form panel 11 of the large formwork 10 is brought into close contact with the masonry pattern at the upper end of the inclined surface 31 of the concrete skeleton 30 that has been initially cast and solidified. Sea bolts 33 are connected to the end thick members 14 and anchors 32 embedded in the concrete frame 30 at the middle and high portions thereof, and furthermore, anchors 32 'arranged at the upper portion to be embedded in portions where concrete is to be cast. Dummy bolt 33 '
And the nut 34 is fastened to the sea bolt 33 and the dummy bolt 33 ′ to support the large formwork 10 on the inclined surface 31 of the concrete skeleton 30, and to lower the jack bolt 35 on the inclined surface of the concrete skeleton 30. 31 and the entire thickened material 14 is inclined 3 of the concrete frame 30
Make it parallel to 1. And concrete skeleton 3 in this state
When the concrete 36 is cast on the upper side of 0 as shown by a dashed line, the concrete body 30 having the masonry pattern inclined surface 31 can be extended upward while preventing spillage.

【0012】このようにして、先にコンクリート打設に
よって形成されたコンクリート躯体30の傾斜面31の
上端部における石積模様に、大組型枠10を最下段の型
枠パネル11を密着合致させてセットすることができる
ので、従来のように大組型枠をせり上げ転用の都度単体
の型枠パネルに模様形成板を張り付ける必要がなくて、
作業性が向上し、しかも直ちにコンクリート躯体30の
上側にコンクリート36を打設することができるので、
これを繰り返して順次上方にコンクリート躯体30を延
設することにより、能率良く石積模様付きダムを施工で
きる。
In this manner, the large formwork 10 and the lowermost formwork panel 11 are brought into close contact with the masonry pattern at the upper end of the inclined surface 31 of the concrete frame 30 previously formed by concrete casting. Since it can be set, there is no need to attach a pattern forming plate to a single form panel each time a large formwork is raised and diverted as in the past,
Since the workability is improved and the concrete 36 can be immediately poured on the upper side of the concrete frame 30,
By repeating this and sequentially extending the concrete frame 30 upward, a dam with a masonry pattern can be efficiently constructed.

【0013】[0013]

【考案の効果】以上の通り本考案の石積模様付きダム用
型枠装置によれば、大組型枠をせり上げ転用しながらコ
ンクリートダムを施工する際、先にコンクリート打設に
よって形成されたコンクリート躯体の表面の上端部にお
ける石積模様に、大組型枠の最下段の石積模様付き型枠
パネルを密着合致させてセットすることができて作業性
が良く、しかも直ちにコンクリート躯体の上側にコンク
リートを打設できるので、ノロ洩れを防止しながら石積
模様付きのコンクリート躯体を上方へ順次延設して、石
積模様付きダムを能率良く施工できる。
[Effects of the Invention] As described above, according to the dam form device with a masonry pattern of the present invention, when constructing a concrete dam while raising and diverting a large formwork, concrete formed first by concrete casting is used. The formwork panel with the masonry pattern at the bottom of the large formwork can be set in close contact with the masonry pattern at the upper end of the surface of the skeleton, and workability is good. Since it can be cast, a concrete frame with a masonry pattern is sequentially extended upward while preventing spillage, and a dam with a masonry pattern can be constructed efficiently.

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

【図1】本考案の石積模様付きダム用型枠装置の側面図
である。
FIG. 1 is a side view of a formwork device for a dam with a masonry pattern according to the present invention.

【図2】図1のA矢視背面図である。FIG. 2 is a rear view as viewed in the direction of arrow A in FIG. 1;

【図3】本考案の石積模様付きダム用型枠装置における
石積模様付きの長尺の型枠パネルの斜視図である。
FIG. 3 is a perspective view of a long formwork panel with a masonry pattern in the dam formwork device with a masonry pattern according to the present invention;

【図4】本考案の石積模様付きダム用型枠装置における
石積模様付きの短尺の型枠パネルの斜視図である。
FIG. 4 is a perspective view of a short form panel with a masonry pattern in the dam formwork device with a masonry pattern of the present invention.

【図5】図1の石積模様付きダム用型枠装置の使用状態
を示す側面図である。
5 is a side view showing a use state of the masonry dam formwork device of FIG. 1;

【図6】図5のB矢視背面図である。FIG. 6 is a rear view as viewed in the direction of arrow B in FIG. 5;

【図7】従来のダム用型枠装置の側面図である。FIG. 7 is a side view of a conventional dam form device.

【符号の説明】[Explanation of symbols]

10 大組型枠 11 長尺の型枠パネル 12 短尺の型枠パネル 14 端太材 15 型枠基盤 17 溝型フレーム 20 石積模様形成板 21 型枠基盤 23 溝型フレーム 27 石積模様形成板 29 端部閉塞部材 30 コンクリート躯体 DESCRIPTION OF SYMBOLS 10 Large braided formwork 11 Long formwork panel 12 Short formwork panel 14 End material 15 Formwork base 17 Groove type frame 20 Masonry pattern forming board 21 Formwork base 23 Groove type frame 27 Masonry pattern forming board 29 End Part closing member 30 concrete skeleton

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 長尺及び短尺の型枠パネルを縦方向及び
横方向に適宜に複数並べて大組型枠とし、この大組型枠
を背面で端太材にて固定し、この大組型枠でコンクリー
ト躯体を形成する際、下部から上部へ順次せり上げ転用
しながら施工するダム用型枠装置において、前記大組型
枠の各型枠パネルを石積模様付きとなし、最上段の型枠
パネルと最下段の型枠パネルを同一の石積模様付きとな
したことを特徴とする石積模様付きダム用型枠装置。
1. A large set of long and short form panels arranged in the vertical and horizontal directions as appropriate, and the large set is fixed at the back with thick ends. When forming a concrete frame with a frame, in a dam formwork apparatus that is constructed while being lifted and diverted sequentially from a lower part to an upper part, each form panel of the large braided formwork has a masonry pattern, and the uppermost formwork A dam formwork device with a masonry pattern, wherein the panel and the bottom formwork panel have the same masonry pattern.
JP1992004999U 1992-01-14 1992-01-14 Formwork device for dam with masonry pattern Expired - Lifetime JP2551338Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1992004999U JP2551338Y2 (en) 1992-01-14 1992-01-14 Formwork device for dam with masonry pattern

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1992004999U JP2551338Y2 (en) 1992-01-14 1992-01-14 Formwork device for dam with masonry pattern

Publications (2)

Publication Number Publication Date
JPH0557022U JPH0557022U (en) 1993-07-30
JP2551338Y2 true JP2551338Y2 (en) 1997-10-22

Family

ID=11599290

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1992004999U Expired - Lifetime JP2551338Y2 (en) 1992-01-14 1992-01-14 Formwork device for dam with masonry pattern

Country Status (1)

Country Link
JP (1) JP2551338Y2 (en)

Also Published As

Publication number Publication date
JPH0557022U (en) 1993-07-30

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