JPH0314253U - - Google Patents

Info

Publication number
JPH0314253U
JPH0314253U JP7301589U JP7301589U JPH0314253U JP H0314253 U JPH0314253 U JP H0314253U JP 7301589 U JP7301589 U JP 7301589U JP 7301589 U JP7301589 U JP 7301589U JP H0314253 U JPH0314253 U JP H0314253U
Authority
JP
Japan
Prior art keywords
frame member
formwork
vertical
extending
side frame
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
JP7301589U
Other languages
Japanese (ja)
Other versions
JPH0631050Y2 (en
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 filed Critical
Priority to JP7301589U priority Critical patent/JPH0631050Y2/en
Publication of JPH0314253U publication Critical patent/JPH0314253U/ja
Application granted granted Critical
Publication of JPH0631050Y2 publication Critical patent/JPH0631050Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Machines For Laying And Maintaining Railways (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

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

図面はこの考案の一実施例を示すものであつて
、第1図はコンクリート曲線桁用型枠装置を示す
縦断正面図、第2図はその一部切欠側面図、第3
図は第1図における底部型枠固定部を拡大して示
す縦断正面図、第4図は底部型枠と側部型枠との
連結部を示す縦断正面図、第5図は第1図のA−
A線断面図、第6図は第1図のB−B線断面図、
第7図は第3図のC−C線断面図、第8図は第1
図における側部型枠間隔保持具と側部型枠との連
結部を拡大して示す縦断正面図、第9図はその側
面図、第10図はねじ式長さ調節支持部材の平面
図、第11図はそのねじ式長さ調節支持部材にお
ける長さ調節部を拡大して示す縦断側面図である
。 図において、1は底部枠材、2は側部枠材、3
は型枠支持フレーム、4は基盤、5は底部型枠、
6は側部型枠、7は横向き長孔、8は縦枠材、9
は縦向き長孔、10はボルト、11はねじ式長さ
調節支持部材、12は取付金具、13はボルト、
14は連結金具、16は上部フランジ、17は長
孔、18は内側フランジ、21は型枠キヤンバー
調整部材、23は縦螺杆、24はピン、25は上
部ナツト、26は下部ナツト、29は楔式クラン
プ、35は連結座板、36は縦枠杆、38および
39はピン、40は角鋼管、41は座板、42は
連結板、43は連結ピン、44は側部型枠間隔保
持具、45は上端板、46はコンクリート曲線桁
である。
The drawings show one embodiment of this invention, in which Fig. 1 is a longitudinal sectional front view showing a formwork device for concrete curved girders, Fig. 2 is a partially cutaway side view thereof, and Fig. 3 is a partially cutaway side view.
The figure is an enlarged longitudinal sectional front view of the bottom formwork fixing part in Fig. 1, FIG. A-
A sectional view taken along line A; FIG. 6 is a sectional view taken along line B-B in FIG. 1;
Figure 7 is a sectional view taken along line C-C in Figure 3, and Figure 8 is a cross-sectional view of Figure 1.
9 is a side view thereof, and FIG. 10 is a plan view of the screw-type length adjustment support member; FIG. 11 is a longitudinal sectional side view showing an enlarged length adjustment portion of the screw type length adjustment support member. In the figure, 1 is the bottom frame material, 2 is the side frame material, and 3 is the bottom frame material.
is the formwork support frame, 4 is the base, 5 is the bottom formwork,
6 is the side formwork, 7 is the horizontal long hole, 8 is the vertical frame material, 9
is a vertical long hole, 10 is a bolt, 11 is a screw type length adjustment support member, 12 is a mounting bracket, 13 is a bolt,
14 is a connecting fitting, 16 is an upper flange, 17 is a long hole, 18 is an inner flange, 21 is a formwork camber adjustment member, 23 is a vertical screw, 24 is a pin, 25 is an upper nut, 26 is a lower nut, and 29 is a wedge. type clamp, 35 is a connecting seat plate, 36 is a vertical frame rod, 38 and 39 are pins, 40 is a square steel pipe, 41 is a seat plate, 42 is a connecting plate, 43 is a connecting pin, 44 is a side formwork interval holder , 45 is an upper end plate, and 46 is a concrete curved girder.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 左右方向に延長する底部枠材1とその両端に固
定された側部枠材2とからなる多数の型枠支持フ
レーム3が、前後方向に間隔をおいて配置されて
基盤4に載置され、前後方向に延長する底部型枠
5は、各型枠支持フレーム3における底部枠材1
の中間部に載置されて、左右方向位置調節可能に
固定され、前記底部型枠5の左右両側に側部型枠
6の下部が固定され、前記側部枠材2の上部およ
び下部に前後方向に延長する横向き長孔7が設け
られ、前記側部型枠6の外側に、側部枠材2に対
向する位置において縦枠材8が設けられ、その縦
枠材8の上部および下部に、上下方向に延長する
縦向き長孔9が設けられ、その縦向き長孔9に挿
通されたボルト10により縦枠材8が側部型枠6
に固定され、前記側部枠材2と縦枠材8との間に
、ねじ式長さ調節支持部材11が上下方向に間隔
をおいて配置され、そのねじ式長さ調節支持部材
11の一端部にピン結合されている取付金具12
と側部枠材2とは、前記横向き長孔7に挿通され
たボルト13により連結され、前記ねじ式長さ調
節支持部材11の他端部の連結金具14は前記縦
枠材8にピン結合されているコンクリート曲線桁
用型枠装置。
A large number of formwork support frames 3 each consisting of a bottom frame member 1 extending in the left-right direction and side frame members 2 fixed to both ends thereof are placed on a base 4 at intervals in the front-rear direction, The bottom formwork 5 extending in the front-rear direction is connected to the bottom frame member 1 of each formwork support frame 3.
The lower part of the side formwork 6 is fixed to the left and right sides of the bottom formwork 5, and the front and rear parts are placed on the upper and lower parts of the side frame member 2. A horizontal elongated hole 7 extending in the direction is provided, and a vertical frame member 8 is provided on the outside of the side formwork 6 at a position opposite to the side frame member 2, and the upper and lower portions of the vertical frame member 8 are provided with , a vertical long hole 9 extending in the vertical direction is provided, and a bolt 10 inserted into the vertical long hole 9 causes the vertical frame member 8 to be attached to the side formwork 6.
A screw type length adjustment support member 11 is arranged at intervals in the vertical direction between the side frame member 2 and the vertical frame member 8, and one end of the screw type length adjustment support member 11 is fixed to the side frame member 2 and the vertical frame member 8. The mounting bracket 12 is pin-coupled to the
and the side frame member 2 are connected by a bolt 13 inserted into the horizontal long hole 7, and the connecting fitting 14 at the other end of the screw type length adjustment support member 11 is connected to the vertical frame member 8 with a pin. Formwork equipment for concrete curved girders.
JP7301589U 1989-06-23 1989-06-23 Formwork equipment for concrete curved girders Expired - Lifetime JPH0631050Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7301589U JPH0631050Y2 (en) 1989-06-23 1989-06-23 Formwork equipment for concrete curved girders

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7301589U JPH0631050Y2 (en) 1989-06-23 1989-06-23 Formwork equipment for concrete curved girders

Publications (2)

Publication Number Publication Date
JPH0314253U true JPH0314253U (en) 1991-02-13
JPH0631050Y2 JPH0631050Y2 (en) 1994-08-22

Family

ID=31611468

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7301589U Expired - Lifetime JPH0631050Y2 (en) 1989-06-23 1989-06-23 Formwork equipment for concrete curved girders

Country Status (1)

Country Link
JP (1) JPH0631050Y2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0645640U (en) * 1992-11-18 1994-06-21 嘉郎 長坂 Chip shredder
CN107724673A (en) * 2017-11-29 2018-02-23 中国建筑局(集团)有限公司 Convex template component and concave template component of arc building and template system formed by convex template component and concave template component

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0645640U (en) * 1992-11-18 1994-06-21 嘉郎 長坂 Chip shredder
CN107724673A (en) * 2017-11-29 2018-02-23 中国建筑局(集团)有限公司 Convex template component and concave template component of arc building and template system formed by convex template component and concave template component
CN107724673B (en) * 2017-11-29 2023-06-20 中国建筑一局(集团)有限公司 Convex die plate assembly and concave die plate assembly of arc-shaped building and template system formed by convex die plate assembly and concave die plate assembly

Also Published As

Publication number Publication date
JPH0631050Y2 (en) 1994-08-22

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