JPH0587362B2 - - Google Patents
Info
- Publication number
- JPH0587362B2 JPH0587362B2 JP34083390A JP34083390A JPH0587362B2 JP H0587362 B2 JPH0587362 B2 JP H0587362B2 JP 34083390 A JP34083390 A JP 34083390A JP 34083390 A JP34083390 A JP 34083390A JP H0587362 B2 JPH0587362 B2 JP H0587362B2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- frame
- side wall
- wall inner
- box culvert
- 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 - Fee Related
Links
- 238000009415 formwork Methods 0.000 claims description 84
- 238000004519 manufacturing process Methods 0.000 claims description 10
- 230000000630 rising effect Effects 0.000 claims description 8
- 230000003014 reinforcing effect Effects 0.000 description 12
- 238000000034 method Methods 0.000 description 10
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 229910052742 iron Inorganic materials 0.000 description 3
- 239000000470 constituent Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000001174 ascending effect Effects 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 210000005069 ears Anatomy 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Landscapes
- Sewage (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Description
【発明の詳細な説明】
[産業上の利用分野]
本発明は、水路等の構築に使用されるボツクス
カルバートの製造用型枠に関するものであり、こ
のボツクスカルバートには上壁部を平らに形成し
たものだけでなく、上壁部をアーチ状に形成した
ものも含まれる。Detailed Description of the Invention [Field of Industrial Application] The present invention relates to a formwork for manufacturing a box culvert used for constructing waterways, etc. The box culvert has a flat top wall. This includes not only those with an arched top wall, but also those with an arched upper wall.
[従来の技術]
特開昭59−204508号公報に開示された従来のボ
ツクスカルバート製造用型枠は、長手方向軸線を
垂直に配置した外枠と内枠の下方端部間に基台の
仕口部材を嵌め入れ、外枠と内枠の上方端部間の
開放部よりコンクリートを打ち込むものであり、
この外枠は、ボツクスカルバートの上壁部と左右
の側壁部を覆う主外型枠と、主外型枠の端部間に
渡されてボツクスカルバートの下壁部を覆う副外
型枠とで構成されている。[Prior Art] A conventional box culvert manufacturing form disclosed in Japanese Patent Application Laid-open No. 59-204508 has a base plate between the lower ends of an outer frame and an inner frame whose longitudinal axes are arranged perpendicularly. The opening member is fitted and concrete is poured from the open part between the upper ends of the outer frame and the inner frame,
This outer frame consists of a main outer formwork that covers the top wall and left and right side walls of the box culvert, and a secondary outer formwork that extends between the ends of the main outer formwork and covers the bottom wall of the box culvert. It is configured.
内枠は、ボツクスカルバートの上壁部を成形す
る上壁部内型枠と、ボツクスカルバートの側壁部
の全部と下壁部の一部を成形する略L字状の側壁
部内型枠と、ボツクスカルバートの下壁部の中央
主体部を成形する下壁部内型枠とで構成されてい
る。左右の側壁部内型枠は上壁部内型枠寄りの端
部を中心に回動可能に支持されており、側壁部内
型枠の反対側の端部間には下壁部内型枠が離脱可
能に挿入されている。 The inner frame includes an upper wall inner form for forming the upper wall of the box culvert, a substantially L-shaped side wall inner form for forming all of the side wall and a part of the lower wall of the box culvert, and It consists of a lower wall inner formwork that forms the central main body of the lower wall. The left and right side wall inner formworks are rotatably supported around the ends near the upper wall inner formwork, and the lower wall inner formwork can be removed between the opposite ends of the side wall inner formwork. It has been inserted.
内枠の内部には長手方向軸線に沿つて螺子棒が
立設され、螺子棒には螺子棒の正逆回転によつて
上下動する可動筒が螺合されている。各側壁部内
型枠の内面には連動リンクの外端部が水平枢軸に
よつて連結され、各連動リンクの内端部は水平枢
軸によつて可動筒の左右耳部に連結されている。 A screw rod is provided upright inside the inner frame along the longitudinal axis, and a movable cylinder that moves up and down by forward and reverse rotation of the screw rod is screwed into the screw rod. The outer end of each interlocking link is connected to the inner surface of the inner formwork of each side wall portion by a horizontal pivot, and the inner end of each interlocking link is connected to the left and right ears of the movable cylinder by a horizontal pivot.
このボツクスカルバート製造用型枠では、下壁
部内型枠を取り外した状態で螺子棒を正回転させ
ると、左右の側壁部内型枠が内向きに回動するた
め、側壁部内型枠と上壁部内型枠より成る内枠の
主体部分が内側に縮められる。この収縮させた内
枠の主体部分を基台上に吊り下げて設置した後、
螺子棒を逆回転させると、左右の側壁部内型枠が
外向きに回動して、内枠の主体部分が正規位置に
伸張させられる。この伸張状態にある側壁部内型
枠間に下壁部内型枠を吊り込み、下壁部内型枠を
副外型枠に固定する。この後、主外型枠と副外型
枠を組み付け、内枠と外枠を締結してコンクリー
トを打ち込む。 In this box culvert manufacturing formwork, when the screw rod is rotated in the forward direction with the lower wall inner formwork removed, the left and right side wall inner formwork rotates inward, so that the side wall inner formwork and the upper wall inner formwork rotate inward. The main part of the inner frame made of formwork is shrunk inward. After hanging and installing the main part of this shrunk inner frame on the base,
When the screw rod is rotated in the opposite direction, the left and right side wall inner mold frames are rotated outward, and the main body portion of the inner frame is extended to the normal position. The lower wall inner form is suspended between the side wall inner forms in this stretched state, and the lower wall inner form is fixed to the sub-outer form. After this, the main outer formwork and secondary outer formwork are assembled, the inner frame and outer frame are fastened, and concrete is poured.
脱型に際しては、内枠と外枠の締結を解除し、
主外型枠と副外型枠をコンクリート製品から取り
外した後、下壁部内型枠を取り外す。この後、螺
子棒を正回転させて側壁部内型枠を内側に収縮さ
せて、内枠の主体部分をコンクリート製品から取
り出す。 When demolding, release the connection between the inner frame and outer frame,
After removing the main outer formwork and the secondary outer formwork from the concrete product, remove the inner formwork of the lower wall. Thereafter, the screw rod is rotated in the normal direction to contract the side wall inner formwork inward, and the main part of the inner frame is taken out from the concrete product.
[発明が解決しようとする課題]
しかしながら、このボツクスカルバート製造用
型枠では、下壁部内型枠が内枠の主体部分から完
全に分離した形で構成されており、型枠の組立に
当つては、内枠の主体部分の基台への吊り下げ設
置と、内枠の主体部分への下壁部内型枠の吊り込
みという別個独立の吊り持ち作業が必要である一
方、脱型に当つては、内枠の主体部分をコンクリ
ート製品から抜き取る前に下壁部内型枠を内枠の
主体部分から吊り出す必要があるため、工程的に
煩雑であり、作業能率が良くない。[Problems to be Solved by the Invention] However, in this box culvert manufacturing formwork, the lower wall inner formwork is completely separated from the main body of the inner frame, and it is difficult to assemble the formwork. In this case, the main part of the inner frame is suspended from the base, and the formwork inside the lower wall is suspended from the main part of the inner frame, which are separate hanging operations. In this method, it is necessary to suspend the lower wall inner formwork from the main part of the inner frame before extracting the main part of the inner frame from the concrete product, so the process is complicated and the work efficiency is not good.
また、左右の側壁部内型枠を内向き回動させて
内枠の主体部分を収縮させる場合と、側壁部内型
枠を外向き回動させて内枠の主体部分を正規位置
に伸張復帰させる場合のいずれにおいても、螺子
棒を多数回、回転操作して可動筒を螺子棒に沿つ
て上下動させる必要があるため、内枠の主体部分
の伸縮工程に少なからずの時間を要し、作業能率
が悪い。 In addition, when the left and right side wall inner formwork is rotated inward to contract the main part of the inner frame, and when the side wall inner formwork is turned outward to extend and return the main part of the inner frame to its normal position. In either case, it is necessary to rotate the screw rod many times to move the movable tube up and down along the screw rod, so the process of expanding and contracting the main part of the inner frame takes a considerable amount of time, reducing work efficiency. It's bad.
従つて本発明の目的は、左右の側壁部内型枠間
から離脱した収縮状態においても下壁部内型枠が
内枠の主体部分に連結保持されており、内枠の全
ての構成部分を一体として吊り持ち作業の対象と
することができるため、型枠組立と製品脱型の工
程を大幅に簡略化することができると共に、側壁
部内型枠の内向き回動と外向き回動の各操作が迅
速になされるため、内枠の伸縮工程を含む型枠組
立と脱型作業が能率良く行えるボツクスカルバー
ト製造用型枠を提供することである。 Therefore, an object of the present invention is that even in the contracted state in which the inner formwork of the lower wall part is detached from between the left and right side wall inner formworks, the lower wall inner formwork is connected and held to the main part of the inner frame, and all the constituent parts of the inner frame are integrated. Since it can be used as a hanging object, the process of assembling the formwork and demolding the product can be greatly simplified, and the operations of inward and outward rotation of the formwork inside the side wall can be performed easily. To provide a formwork for manufacturing a box culvert, which can efficiently perform formwork assembly and mold removal work including the expansion and contraction process of an inner frame because it can be done quickly.
[課題を解決するための手段]
以下、添付図面中の参照符号を用いて説明する
と、本発明のボツクスカルバート製造用型枠は、
長手方向軸線を水平に配置した外枠1と内枠2の
前後の端部間に仕口部材3,4を嵌め入れ、外枠
1の上面開放部5よりコンクリートを打ち込むも
のであり、内枠2をボツクスカルバートの上壁部
を成形する上壁部内型枠7と、ボツクスカルバー
トの側壁部の全部と下壁部の一部を成形する略L
字状の側壁部内型枠8,9と、ボツクスカルバー
トの下壁部の中央主体部を成形する下壁部内型枠
10とで構成する。[Means for Solving the Problems] The following description will be made using reference numerals in the attached drawings. The formwork for manufacturing box culverts of the present invention includes
The joint members 3 and 4 are fitted between the front and rear ends of an outer frame 1 and an inner frame 2, whose longitudinal axes are arranged horizontally, and concrete is poured from the upper open part 5 of the outer frame 1. 2 is an upper wall inner formwork 7 for forming the upper wall of the box culvert, and a mold approximately L for forming the entire side wall and part of the lower wall of the box culvert.
The box culvert is composed of side wall inner formworks 8 and 9 and a lower wall inner formwork 10 for forming the central main body part of the bottom wall of the box culvert.
上壁部内型枠7が下側となり、下壁部内型枠1
0が上側となるように内枠2を倒立配置し、左右
の側壁部内型枠8,9を各下端部を中心に回動可
能に支持し、下壁部内型枠10を側壁部内型枠
8,9間に挿入して各側壁部内型枠8,9の内向
き回動を阻止する。上壁部内型枠7の内面中央部
に固定ポスト11を垂直に固設し、下壁部内型枠
10の内面に横長枠体12を固設し、横長枠体1
2の下面中央部に固定ポスト11に沿つて上下動
可能な可動ポスト13を固設する。 The upper wall inner formwork 7 is on the lower side, and the lower wall inner formwork 1
The inner frame 2 is arranged upside down so that 0 is on the upper side, and the left and right side wall inner form frames 8 and 9 are supported rotatably around their respective lower ends, and the lower wall inner form 10 is attached to the side wall inner form frame 8. , 9 to prevent inward rotation of the inner formworks 8, 9 of each side wall. A fixed post 11 is vertically fixed to the center of the inner surface of the upper wall inner form 7, and a horizontally long frame 12 is fixed to the inner surface of the lower wall inner form 10.
A movable post 13 that can move up and down along the fixed post 11 is fixedly installed at the center of the lower surface of 2.
側壁部内型枠8,9に連動リンク14,15の
外端部を水平枢軸16,17によつて連結し、連
動リンク14,15の内端部を水平枢軸18,1
9によつて横長枠体12の左右の各端部に連結す
る。下壁部内型枠10が側壁部内型枠8,9間に
挿入された上昇端位置と、下壁部内型枠10が側
壁部内型枠8,9間から離脱した下降端位置にお
いて、可動ポスト13を固定ポスト11に対して
固定する掛止め手段20を設ける。 The outer ends of the interlocking links 14, 15 are connected to the inner formworks 8, 9 of the side walls by horizontal pivots 16, 17, and the inner ends of the interlocking links 14, 15 are connected to the horizontal pivots 18, 1.
9 to the left and right ends of the horizontally elongated frame body 12. The movable posts 13 A latching means 20 is provided for fixing the holder to the fixed post 11.
[作用]
可動ポスト13を固定ポスト11に案内させて
引き上げるとき、左右の側壁部内型枠8,9は連
動リンク14,15の押進駆動によつて下端部を
中心に外向きに回動し、内枠2の主体部分が正規
位置へと外側に伸張する。[Operation] When the movable post 13 is guided by the fixed post 11 and pulled up, the left and right side wall inner forms 8 and 9 are rotated outward around the lower end by the pushing drive of the interlocking links 14 and 15. , the main body portion of the inner frame 2 extends outward to its normal position.
可動ポスト13が上昇端位置に来た時には、下
壁部内型枠10は左右の側壁部内型枠8,9の間
に嵌め込まれており、この段階で可動ポスト13
を掛止め手段20によつて固定ポスト11に固定
すると、側壁部内型枠8,9の内向き回動は下壁
部内型枠10によつて阻止される。 When the movable post 13 reaches the rising end position, the lower wall inner formwork 10 is fitted between the left and right side wall inner formworks 8 and 9, and at this stage the movable post 13
is fixed to the fixing post 11 by the latching means 20, and the inner formwork 10 of the lower wall prevents inward rotation of the inner formworks 8, 9 of the side walls.
このようにして内枠2を伸張状態に固定した
後、フオークリフトなどの適当な吊り持ち手段に
よつて内枠2を定置された外枠1の内側空間に吊
り込み、外枠1との間に所定のコンクリート打ち
込み間隔を確保した状態で、内枠2をボルト締め
などの適当な手段によつて固定する。 After fixing the inner frame 2 in the stretched state in this way, the inner frame 2 is suspended into the inner space of the fixed outer frame 1 using a suitable suspension means such as a forklift, and the inner frame 2 is suspended between the inner frame 2 and the outer frame 1. The inner frame 2 is fixed by appropriate means such as bolting while maintaining a predetermined concrete pouring interval.
内枠2と外枠1の間に所要の鉄筋を配設し、前
後の端部間に仕口部材3,4を嵌め入れた状態
で、外枠1の上面開放部5からコンクリートを打
ち込み、コンクリートが硬化した後、ボツクスカ
ルバート製品6を脱型する。 With the necessary reinforcing bars placed between the inner frame 2 and the outer frame 1, and the joint members 3 and 4 fitted between the front and rear ends, concrete is poured from the upper open part 5 of the outer frame 1, After the concrete has hardened, the box culvert product 6 is demolded.
内枠2の脱型に当つては、必要に応じて前記吊
り持ち手段によつて下壁部内型枠10を若干持ち
上げた状態で、掛止め手段20による可動ポスト
13の固定を解除し、可動ポスト13を固定ポス
ト11に沿つて下降させる。この下降の過程で、
左右の側壁部内型枠8,9は連動リンク14,1
5の牽引駆動によつて内向きに回動し、内枠2が
縮められる。 When demolding the inner frame 2, if necessary, with the lower wall inner form frame 10 slightly lifted by the lifting means, the fixation of the movable post 13 by the latching means 20 is released, and the movable post 13 is removed. The post 13 is lowered along the fixed post 11. In this process of descent,
The left and right side wall inner formworks 8 and 9 are interlocking links 14 and 1
The inner frame 2 is rotated inward by the traction drive of 5, and the inner frame 2 is contracted.
可動ポスト13が下降端位置に来たとき、掛止
め手段20で可動ポスト13を固定ポスト11に
固定することによつて、内枠2は収縮状態に保持
され、適当な吊り持ち手段によつてボツクスカル
バート製品6から引き出される。内枠1の抜き取
り後、ボツクスカルバート製品6は外枠1から吊
り上げられる。 When the movable post 13 reaches the lower end position, the inner frame 2 is held in a contracted state by fixing the movable post 13 to the fixed post 11 with the latching means 20, and is held in a contracted state by a suitable hanging means. It is pulled out from the box culvert product 6. After removing the inner frame 1, the box culvert product 6 is lifted from the outer frame 1.
[実施例]
図示の実施例では、ボツクスカルバートは上壁
部をアーチ状に形成したアーチ型ボツクスカルバ
ートであり、一枚の鉄板で構成された外枠1は縦
断面U字状に形成されている。外枠1のアーチ部
分21は補強部材24,25を介して基台26に
固定されている。外枠1の左側の立ち上り部分2
2は、補強部材27を介して固定の側面枠体28
に固着されている。外枠1の右側の立ち上り部分
23は、補強部材30を介して可動の側面枠体3
0に固着されている。[Example] In the illustrated example, the box culvert is an arch-shaped box culvert with an arched upper wall, and the outer frame 1 made of a single iron plate has a U-shaped longitudinal section. There is. The arch portion 21 of the outer frame 1 is fixed to a base 26 via reinforcing members 24 and 25. Rising part 2 on the left side of outer frame 1
2 is a side frame body 28 fixed via a reinforcing member 27.
is fixed to. The rising portion 23 on the right side of the outer frame 1 connects to the movable side frame body 3 via a reinforcing member 30.
It is fixed at 0.
外枠1の左右の立ち上り部分22,23の上端
部には、幅位置決め鋼棒33の取付プレート3
1,32が固着されている。幅位置決め鋼棒33
の末端部のナツト34を緩めて、幅位置決め鋼棒
33を外すと、外枠1の右側の立ち上り部分23
は、曲げ変形して側面枠体30と共に外側に移動
し、ボツクスカルバート製品6から剥される。な
お、左側の立ち上り部分22も同様に外側に移動
可能に構成することもできる。 At the upper ends of the left and right rising parts 22 and 23 of the outer frame 1, there is a mounting plate 3 for a width positioning steel rod 33.
1 and 32 are fixed. Width positioning steel rod 33
When the nut 34 at the end of the frame 1 is loosened and the width positioning steel rod 33 is removed, the rising portion 23 on the right side of the outer frame 1 is removed.
is bent and deformed, moves outward together with the side frame 30, and is peeled off from the box culvert product 6. Note that the left rising portion 22 can also be configured to be movable outward in the same manner.
内枠2の上壁部内型枠7と左右の側壁部内型枠
8,9は同一の鉄板によつて構成され、下壁部内
型枠10は別の鉄板によつて構成されている。上
壁部内型枠7の内面に固着した補強板35と、左
右の側壁部内型枠8,9の内面に固着した補強板
36,37とは完全に分断して構成されており、
側壁部内型枠8,9は下端部を中心として内外に
回動可能である。横長枠体12はチヤンネル型材
39を介して下壁部内型枠10の補強板38に固
着されている。 The upper wall inner formwork 7 and the left and right side wall inner formworks 8 and 9 of the inner frame 2 are made of the same iron plate, and the lower wall inner formwork 10 is made of a different iron plate. The reinforcing plate 35 fixed to the inner surface of the upper wall internal formwork 7 and the reinforcing plates 36 and 37 fixed to the inner surfaces of the left and right side wall internal formworks 8 and 9 are completely separated,
The side wall inner formworks 8 and 9 are rotatable in and out around their lower ends. The horizontally long frame body 12 is fixed to a reinforcing plate 38 of the lower wall inner form 10 via a channel member 39.
側壁部内型枠8,9の補強板36,37には、
下端部と隅角部に2組の受部40,41を設けて
ある。上壁部内型枠7の補強板35には、左右上
端部と中間部に合計5組の受部42を設けてあ
る。これらの受部40,41,42には、端面枠
体43,44に設けた位置決め具が挿入係止され
る。仕口部材3,4は端面枠体43,44に設け
られている。側壁部内型枠8,9と下壁部内型枠
10には仕口部材3,4側の受部に係合する位置
決めピン45,46,47を設けてある。 The reinforcing plates 36 and 37 of the side wall inner formworks 8 and 9 include
Two sets of receiving parts 40 and 41 are provided at the lower end and corner parts. A total of five sets of receiving portions 42 are provided on the reinforcing plate 35 of the upper wall inner formwork 7 at the left and right upper end portions and at the middle portion. Positioning tools provided on the end frame bodies 43, 44 are inserted and locked into these receiving parts 40, 41, 42. The joint members 3 and 4 are provided on end frame bodies 43 and 44. Positioning pins 45, 46, 47 are provided on the side wall inner form frames 8, 9 and the lower wall inner form frame 10 to engage with the receiving portions on the side of the joint members 3, 4.
端面枠体43,44の一方は、内枠2の外枠1
への吊り込み前に基台26に固定して置くことが
でき、他方の端面枠体は内枠2を所定位置に吊り
持ちした状態で、外枠1と内枠2に接合される。
外枠1、内枠2、端面枠体43,44、側面枠体
28,30および基台26は、ボルト締めなどの
適当な手段によつて相互に締結される。 One of the end frames 43 and 44 is connected to the outer frame 1 of the inner frame 2.
The other end frame body is joined to the outer frame 1 and the inner frame 2 with the inner frame 2 suspended in a predetermined position.
The outer frame 1, the inner frame 2, the end frames 43, 44, the side frames 28, 30, and the base 26 are fastened to each other by suitable means such as bolting.
可動ポスト13には、固定ポスト11に案内さ
れるローラ48,49を装備してある。固定ポス
ト11は、上壁部内型枠7の補強板35に掛け渡
し固着したH型材50に固着され、斜め材51,
52によつて補強支持されている。 The movable post 13 is equipped with rollers 48 and 49 guided by the fixed post 11. The fixed post 11 is fixed to an H-shaped member 50 that spans and is fixed to the reinforcing plate 35 of the upper wall inner formwork 7, and is fixed to the diagonal member 51,
It is reinforced and supported by 52.
掛止め手段20は、固定ポスト11の上下2個
の横孔53,54と可動ポスト13の1個の横孔
55に抜き差しされるピンで構成されている。該
ピンの操作用保持板56には、紛失防止用の鎖5
7の一端を取付けてあり、鎖57の他端は可動ポ
スト13に取付けられている。 The latching means 20 is composed of a pin that is inserted into and removed from two horizontal holes 53 and 54, upper and lower, of the fixed post 11 and one horizontal hole 55 of the movable post 13. A chain 5 for preventing loss is attached to the holding plate 56 for operating the pin.
One end of the chain 57 is attached, and the other end of the chain 57 is attached to the movable post 13.
左右の側壁部内型枠8,9には、内向き回動時
に下壁部内型枠10の左右端部に当接するストツ
パー板58,59を下向きに突設してある。連動
リンク14,15の内端部には、長さ方向の遊動
用スロツト60,61を設けてあり、水平枢軸1
8,19は該スロツト60,61に挿通されてい
る。 The left and right side wall inner forms 8 and 9 are provided with downwardly protruding stopper plates 58 and 59 that come into contact with the left and right ends of the lower wall inner form 10 during inward rotation. The inner ends of the interlocking links 14, 15 are provided with slots 60, 61 for free movement in the longitudinal direction, and the horizontal pivots 1
8 and 19 are inserted into the slots 60 and 61.
側壁部内型枠8,9の補強板36,37の各下
端部には端面板62,63が直角に固着され、上
壁部内型枠7の左右上端部には端面板64,65
が直角に固着されている。側壁部内型枠8,9の
内向き回動の終端において、端面板62,63が
端面板64,65に当接する。 End plates 62 and 63 are fixed at right angles to the lower ends of the reinforcing plates 36 and 37 of the inner formworks 8 and 9 of the side walls, and end plates 64 and 65 are fixed to the left and right upper ends of the inner formwork 7 of the upper wall part.
are fixed at right angles. At the end of the inward rotation of the side wall inner forms 8, 9, the end plates 62, 63 abut against the end plates 64, 65.
側壁部内型枠8,9の各上端部には端面板6
6,67が傾斜して固着されている。下壁部内型
枠10の左右端部には、端面板68,69が互い
に逆傾斜に固着されており、下壁部内型枠10は
全体として楔形に構成されている。これら端面板
66,67と端面板68,69が全幅で当接する
ことによつて、下壁部内型枠10と左右の側壁部
内型枠8,9は段差なしに接合される。 An end plate 6 is provided at the upper end of each of the inner formworks 8 and 9 of the side wall.
6 and 67 are fixed at an angle. End plates 68 and 69 are fixed to the left and right ends of the lower wall inner form 10 at opposite inclinations, and the lower wall inner form 10 is wedge-shaped as a whole. By abutting the end plates 66, 67 and the end plates 68, 69 over their full widths, the lower wall inner form 10 and the left and right side wall inner forms 8, 9 are joined without a step.
なお、外枠1、内枠2、端面枠体43,44、
側面枠体28,30、基台26の相互間の締結方
法と手段は特に限定されない。 In addition, the outer frame 1, the inner frame 2, the end frame bodies 43, 44,
The method and means for fastening the side frames 28, 30 and the base 26 to each other are not particularly limited.
[発明の効果]
以上のように本発明のボツクスカルバート製造
用型枠では、上壁部内型枠7の内面中央部に固定
ポスト11を垂直に固設し、下壁部内型枠10の
内面に横長枠体12を固設し、横長枠体12の下
面中央部に固定ポスト11に沿つて上下動可能な
可動ポスト13を固設し、側壁部内型枠8,9に
連動リンク14,15の外端部を水平枢軸16,
17によつて連結し、連動リンク14,15の内
端部を水平枢軸18,19によつて横長枠体12
の左右各端部に連結し、上昇端位置と下降端位置
の双方において可動ポスト13を固定ポスト11
に対し固定する掛止め手段20を設けたので、側
壁部内型枠8,9間から離脱した収縮状態におい
ても下壁部内型枠10は内枠2の主体部分に連結
保持されており、内枠2の全ての構成部分を一体
として吊り持ち作業の対象とすることができるた
め、型枠組立と製品脱型の工程を大幅に簡略化す
ることができる。[Effects of the Invention] As described above, in the box culvert manufacturing formwork of the present invention, the fixing post 11 is vertically fixed to the center of the inner surface of the upper wall inner formwork 7, and the fixing post 11 is fixed vertically to the inner surface of the lower wall inner formwork 10. A horizontally long frame body 12 is fixedly installed, a movable post 13 that can move up and down along the fixed post 11 is fixedly installed at the center of the lower surface of the horizontally long frame body 12, and interlocking links 14 and 15 are installed in the formworks 8 and 9 in the side wall portions. The outer end is connected to the horizontal axis 16,
17, and the inner ends of the interlocking links 14, 15 are connected to the horizontally long frame 12 by horizontal pivots 18, 19.
The movable post 13 is connected to the left and right ends of the fixed post 11 in both the ascending end position and the descending end position.
Since the latching means 20 is provided to fix the lower wall inner form 10 to the main body of the inner frame 2, even in the contracted state where it is detached from between the side wall inner form frames 8 and 9, the lower wall inner form 10 is connected and held to the main body part of the inner frame 2, and the inner frame Since all of the constituent parts of 2 can be hung and held as one body, the process of assembling the formwork and demolding the product can be greatly simplified.
また、側壁部内型枠8,9の内向き回動と外向
き回動の各操作は、掛止め手段20を解除した
後、可動ポスト13を固定ポスト11に案内させ
て下降または上昇させることによつて迅速になさ
れるため、内枠2の伸縮工程を含む型枠組立と製
品脱型が作業能率良く行える。 In addition, each operation of inward rotation and outward rotation of the side wall inner formworks 8 and 9 is performed by releasing the latching means 20 and then lowering or raising the movable post 13 by guiding it to the fixed post 11. As a result, the assembly of the mold, including the process of expanding and contracting the inner frame 2, and the demolding of the product can be carried out efficiently.
第1図は本発明の一実施例に係るボツクスカル
バート製造用型枠の組立状態の左側面図であり、
第2図は該型枠の縦断面図である。第3図は該型
枠の脱型過程を示す縦断面図である。
1……外枠、2……内枠、3,4……仕口部
材、5……上面開放部、6……ボツクスカルバー
ト製品、7……上壁部内型枠、8,9……側壁部
内型枠、10……下壁部内型枠、11……固定ポ
スト、12……横長枠体、13……可動ポスト、
14,15……連動リンク、16,17……水平
枢軸、18,19……水平枢軸、20……掛止め
手段、21……アーチ部分、22,23……立ち
上り部分、24,25……補強部材、26……基
台、27……補強部材、28……側面枠体、29
……補強部材、30……側面枠体、31,32…
…取付用プレート、33……幅位置決め鋼棒、3
4……ナツト、35,36,37,38……補強
板、39……連結用チヤンネル型材、40,4
1,42……位置決め具の受部、43,44……
端面枠体、45,46,47……位置決めピン、
48,49……ローラ、50……H型材、51,
52……補強用斜め材、53,54,55……横
孔、56……操作用保持板、57……鎖、58,
59……ストツパー板、60,61……水平枢軸
用スロツト、62,63……端面板、64,65
……端面板、66,67……端面板、68,69
……端面板。
FIG. 1 is a left side view of a box culvert manufacturing formwork in an assembled state according to an embodiment of the present invention;
FIG. 2 is a longitudinal sectional view of the formwork. FIG. 3 is a longitudinal sectional view showing the process of demolding the mold. 1... Outer frame, 2... Inner frame, 3, 4... Connection member, 5... Top open part, 6... Box culvert product, 7... Top wall inner formwork, 8, 9... Side wall Internal formwork, 10... lower wall internal formwork, 11... fixed post, 12... oblong frame body, 13... movable post,
14, 15... Interlocking link, 16, 17... Horizontal pivot, 18, 19... Horizontal pivot, 20... Latching means, 21... Arch portion, 22, 23... Rising portion, 24, 25... Reinforcement member, 26... Base, 27... Reinforcement member, 28... Side frame, 29
... Reinforcement member, 30 ... Side frame body, 31, 32 ...
...Mounting plate, 33...Width positioning steel rod, 3
4... Nut, 35, 36, 37, 38... Reinforcement plate, 39... Channel profile for connection, 40, 4
1, 42... Receiving part of positioning tool, 43, 44...
End frame body, 45, 46, 47... positioning pin,
48, 49...Roller, 50...H-shaped material, 51,
52... Reinforcing diagonal material, 53, 54, 55... Horizontal hole, 56... Operation holding plate, 57... Chain, 58,
59... Stopper plate, 60, 61... Horizontal pivot slot, 62, 63... End plate, 64, 65
... End plate, 66, 67 ... End plate, 68, 69
...End plate.
Claims (1)
2の前後の端部間に仕口部材3,4を嵌め入れ、
外枠1の上面開放部5よりコンクリートを打ち込
むボツクスカルバート製造用型枠であつて、内枠
2をボツクスカルバートの上壁部を成形する上壁
部内型枠7と、ボツクスカルバートの側壁部の全
部と下壁部の一部を成形する略L字状の側壁部内
型枠8,9と、ボツクスカルバートの下壁部の中
央主体部を成形する下壁部内型枠10とで構成
し、上壁部内型枠7が下側となるように内枠2を
倒立配置し、左右の側壁部内型枠8,9を各下端
部を中心に回動可能に支持し、下壁部内型枠10
を側壁部内型枠8,9間に挿入して各側壁部内型
枠8,9の内向き回動を阻止し、上壁部内型枠7
の内面中央部に固定ポスト11を垂直に固設し、
下壁部内型枠10の内面に横長枠体12を固設
し、横長枠体12の下面中央部に固定ポスト11
に沿つて上下動可能な可動ポスト13を固設し、
側壁部内型枠8,9に連動リンク14,15の外
端部を水平枢軸16,17によつて連結し、連動
リンク14,15の内端部を水平枢軸18,19
によつて横長枠体12の左右各端部に連結し、下
壁部内型枠10が側壁部内型枠8,9間に挿入さ
れた上昇端位置と、下壁部内型枠10が側壁部内
型枠8,9間から離脱した下降端位置において、
可動ポスト13を固定ポスト11に対して固定す
る掛止め手段20を設けたボツクスカルバート製
造用型枠。1. Fitting the joint members 3 and 4 between the front and rear ends of the outer frame 1 and the inner frame 2, whose longitudinal axes are arranged horizontally,
This is a formwork for manufacturing a box culvert in which concrete is poured from the open top part 5 of the outer frame 1, and the inner frame 2 is an upper wall inner formwork 7 for forming the upper wall of the box culvert, and the entire side wall of the box culvert. It consists of approximately L-shaped side wall inner formworks 8 and 9 that form a part of the lower wall part, and a lower wall inner formwork 10 that forms the central main body part of the lower wall part of the box culvert. The inner frame 2 is arranged upside down so that the inner formwork 7 is on the lower side, and the left and right side wall inner formworks 8 and 9 are supported rotatably around their respective lower ends, and the lower wall inner formwork 10
is inserted between the inner formworks 8 and 9 of the side wall portions to prevent inward rotation of the inner formworks 8 and 9 of the side wall portions, and the upper wall inner formworks 7
A fixed post 11 is fixed vertically at the center of the inner surface of the
A horizontally long frame body 12 is fixed to the inner surface of the formwork 10 in the lower wall portion, and a fixed post 11 is provided at the center of the lower surface of the horizontally long frame body 12.
A movable post 13 that can be moved up and down along is fixedly installed,
The outer ends of the interlocking links 14 and 15 are connected to the side wall inner forms 8 and 9 by horizontal pivots 16 and 17, and the inner ends of the interlocking links 14 and 15 are connected to the horizontal pivots 18 and 19.
is connected to the left and right ends of the horizontally elongated frame 12, and the lower wall inner form 10 is inserted between the side wall inner forms 8 and 9 at the rising end position, and the lower wall inner form 10 is connected to the side wall inner mold. At the lower end position separated from between frames 8 and 9,
A formwork for manufacturing a box culvert provided with a latching means 20 for fixing a movable post 13 to a fixed post 11.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP34083390A JPH04208403A (en) | 1990-11-30 | 1990-11-30 | Form for producing box culvert |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP34083390A JPH04208403A (en) | 1990-11-30 | 1990-11-30 | Form for producing box culvert |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04208403A JPH04208403A (en) | 1992-07-30 |
| JPH0587362B2 true JPH0587362B2 (en) | 1993-12-16 |
Family
ID=18340730
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP34083390A Granted JPH04208403A (en) | 1990-11-30 | 1990-11-30 | Form for producing box culvert |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH04208403A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0717512U (en) * | 1992-08-31 | 1995-03-28 | 株式会社ヤマウ | Core structure in formwork |
-
1990
- 1990-11-30 JP JP34083390A patent/JPH04208403A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPH04208403A (en) | 1992-07-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CA2017930A1 (en) | Prefabricated concrete form units and wall building process | |
| JP4329535B2 (en) | Mobile work vehicle for overhanging slabs | |
| JP2003293319A6 (en) | Mobile support | |
| KR102086134B1 (en) | Size-controllable steel form | |
| JPH0587362B2 (en) | ||
| JP2819238B2 (en) | Beam form support apparatus and assembly and disassembly method thereof | |
| CN206512744U (en) | Gallery formwork-support device in a kind of concrete dam body | |
| JPH09158496A (en) | Concrete formwork construction method to reinforce existing pillar type structure and its formwork device | |
| JP2992882B2 (en) | Beam formwork device | |
| JP3352807B2 (en) | Formwork for manufacturing hollow block with step for lifting | |
| JPH03287974A (en) | Form construction and form device | |
| JP3891210B1 (en) | Inner formwork structure | |
| JP3019857U (en) | Suspension bracket for overhanging scaffold | |
| JP2000160834A (en) | Step-up construction of concrete caisson | |
| JP2713635B2 (en) | Sliding beam formwork | |
| JPS5953981B2 (en) | Formwork method and its equipment | |
| JP2778023B2 (en) | Shaping concrete formwork | |
| JP3943391B2 (en) | Mounting method of handrail on frame scaffold | |
| KR960013838B1 (en) | Retaining wall and slab simultaneous pouring method and retaining wall formwork used therein | |
| JPH09302925A (en) | Method of concrete placing construction and self-lifting type concrete form used for method of concrete placing construction thereof | |
| JPH05321481A (en) | Master rope support for scaffold of framework | |
| JPH0533301Y2 (en) | ||
| JPH021942B2 (en) | ||
| JPH0534889Y2 (en) | ||
| JP3020454B2 (en) | Formwork equipment for tunnel lining |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 15 Free format text: PAYMENT UNTIL: 20081216 |
|
| LAPS | Cancellation because of no payment of annual fees |