JPH046808B2 - - Google Patents
Info
- Publication number
- JPH046808B2 JPH046808B2 JP20601286A JP20601286A JPH046808B2 JP H046808 B2 JPH046808 B2 JP H046808B2 JP 20601286 A JP20601286 A JP 20601286A JP 20601286 A JP20601286 A JP 20601286A JP H046808 B2 JPH046808 B2 JP H046808B2
- Authority
- JP
- Japan
- Prior art keywords
- anchor bolt
- frame
- cylinder
- siebold
- formwork
- 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
Links
- 238000009415 formwork Methods 0.000 claims description 26
- 238000000926 separation method Methods 0.000 claims description 2
- 239000004570 mortar (masonry) Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
Description
【発明の詳細な説明】
(1) 産業上の利用分野
本発明はダム等にコンクリートを打設するのに
使用する移動型枠装置に関する。DETAILED DESCRIPTION OF THE INVENTION (1) Industrial Application Field The present invention relates to a mobile formwork device used for pouring concrete into dams and the like.
(2) 従来の技術
従来ダム等にコンクリートを打設する場合の移
動型枠装置は、コンクリート打設用せき板を有す
る型枠フレームにアンカーボルト脱着装置、アン
カーボルト孔充填装置、各ジヤツキ類を一体に設
けて構成されており、該型枠フレームを移動して
コンクリートの打設を行つていた。(2) Conventional technology Conventionally, a mobile formwork device used for pouring concrete into a dam, etc. has a formwork frame with a weir plate for concrete pouring, an anchor bolt attachment/detachment device, an anchor bolt hole filling device, and various jacks. The concrete is placed in one piece, and the formwork frame is moved to place concrete.
(3) 発明が解決しようとする問題点
この従来の移動型枠装置によれば、型枠フレー
ムにアンカーボルト脱着装置等が一体に設けられ
ているので、装置が大がかりとなり取扱いにも不
便を生じていた問題点があつた。(3) Problems to be Solved by the Invention According to this conventional movable formwork device, the anchor bolt attachment/detachment device, etc. are provided integrally with the formwork frame, which makes the device large-scale and inconvenient to handle. The problem that I was looking for has come up.
本発明はこのような問題点を解消し取扱いを容
易にした移動型枠装置を提供することを目的とす
る。 An object of the present invention is to provide a movable formwork device that solves these problems and is easy to handle.
(4) 問題点を解決するための手段
この目的を達成すべく本発明は、内側にコンク
リート打設用せき板を有する型枠フレームの外側
に、該型枠フレームをコンクリート面に保持脱着
するアンカーボルト脱着装置と該コンクリート面
のアンカーボルト孔を充填するアンカーボルト孔
充填装置とせき板をコンクリート面から離脱調整
する脱型調整装置とを有する補助枠を着脱可能に
設けたことを特徴とする。(4) Means for Solving the Problems In order to achieve this object, the present invention provides an anchor on the outside of the form frame having a weir plate for concrete pouring on the inside for holding and detaching the form frame from the concrete surface. The present invention is characterized in that an auxiliary frame is removably provided, which has a bolt removal device, an anchor bolt hole filling device that fills the anchor bolt holes in the concrete surface, and a demolding adjustment device that adjusts the separation of the weir plate from the concrete surface.
(5) 作用
コンクリート打設用せき板を有する型枠フレー
ムに対し着脱可能にしてアンカーボルト脱着装
置、アンカーボルト孔充填装置、並に脱型調整装
置を有する補助枠を前記型枠フレームに装着し
て、アンカーボルトの着脱と、アンカーボルト孔
を充填を行いながら型枠フレームをリフトアツプ
して順次上方にコンクリートの打設を行う。そし
てこの施工においてコンクリートの養生期間中は
前記型枠フレームから補助枠を外して該補助枠を
他の型枠フレームに装着して前述の施工を行う。(5) Function: An auxiliary frame that is removably attached to a formwork frame having a weir plate for concrete pouring and has an anchor bolt removal device, an anchor bolt hole filling device, and a demolding adjustment device is attached to the formwork frame. Then, while attaching and detaching the anchor bolts and filling the anchor bolt holes, the formwork frame is lifted up and concrete is successively poured upward. In this construction, during the curing period of the concrete, the auxiliary frame is removed from the form frame, and the auxiliary frame is attached to another form frame, and the above-mentioned construction is performed.
(6) 実施例 以下本発明の1実施例を図面に従い説明する。(6) Examples An embodiment of the present invention will be described below with reference to the drawings.
1は型枠フレームを示し、該型枠フレーム1は
所定の間隔を存して平行の縦フレーム1a…1a
とこれら縦フレーム1a…1aを上端及び下端部
において連結固定する横フレーム1b,1bから
なり、そして前記型枠フレーム1の上方部の内側
にせき板2を固定した。 Reference numeral 1 indicates a formwork frame, and the formwork frame 1 includes parallel vertical frames 1a...1a at a predetermined interval.
It consists of horizontal frames 1b, 1b which connect and fix these vertical frames 1a...1a at their upper and lower ends, and a weir plate 2 is fixed inside the upper part of the form frame 1.
又、前記各縦フレーム1aにはその上方部から
下方部に向つて等間隔にダミーボルト保持装置3
とその両側の保持突条7,7、シーボルト保持装
置4とその両側の保持突条7,7及び開口5とそ
の両側の保持突条7,7、更にジヤツキボルト保
持装置6とその両側の保持突条7,7が順次設け
られている。ここで前記ダミーボルト保持装置3
は第5図及び第6図の如く保持筒体3aと、該筒
体3a内に回動且つ進退自在に設けられており先
端部にアンカーボルトPの頭部に螺合するナツト
状の凹部3cを根部に角形頭部3dを有するダミ
ーボルト3bとからなる。尚、該ダミーボルト3
bはその軸部において前記筒体3aの蓋体3eの
中心孔に螺合している。又、前記シーボルト保持
装置4は第8図、第9図及び第11図の如く外筒
4aと、該外筒4a内に進退自在に設けられ根部
を大径のの筒状体4bに形状し該筒状体4bの前
面にテーパ面4cが形成されている内筒4dと、
該内筒4d内に回動と進退自在に設けられ先端部
にアンカーボルトPの頭部に螺合するナツト状凹
部4eを根部に角形頭部4fを有するシーボルト
4gと前記テーパ面4cと縦フレーム1a間に介
入する楔状のテーパーキー4hとこれを上下動す
るシリンダー4iとからなる。 Further, dummy bolt holding devices 3 are provided at equal intervals from the upper part to the lower part of each vertical frame 1a.
and the retaining protrusions 7, 7 on both sides thereof, the Siebold retaining device 4 and the retaining protrusions 7, 7 on both sides thereof, the opening 5 and the retaining protrusions 7, 7 on both sides thereof, and the jack bolt retaining device 6 and the retaining protrusions 7, 7 on both sides thereof. Articles 7 and 7 are provided sequentially. Here, the dummy bolt holding device 3
As shown in FIGS. 5 and 6, there is a holding cylinder 3a, and a nut-shaped recess 3c that is rotatably and movably provided inside the cylinder 3a and that is screwed into the head of the anchor bolt P at its tip. and a dummy bolt 3b having a square head 3d at its root. In addition, the dummy bolt 3
b has its shaft portion screwed into the center hole of the lid 3e of the cylinder 3a. Further, as shown in FIGS. 8, 9, and 11, the Siebold holding device 4 has an outer cylinder 4a, and is provided in the outer cylinder 4a so as to be able to move forward and backward, and has a root portion shaped into a large-diameter cylindrical body 4b. an inner cylinder 4d having a tapered surface 4c formed on the front surface of the cylindrical body 4b;
A Siebold 4g having a square head 4f at its root, a nut-shaped recess 4e which is rotatably and freely advanced and retracted in the inner cylinder 4d and screwed into the head of the anchor bolt P at its tip, the tapered surface 4c, and a vertical frame. It consists of a wedge-shaped taper key 4h interposed between 1a and a cylinder 4i that moves the key up and down.
尚、8はコイルスプリング、9はゴムパツトを
示す。又前記ジヤツキボルト保持装置6は第12
図及び第13図の如く保持筒体6aと該保持筒体
6aの蓋体6bの中心孔に螺合保持され先端に押
圧板6cを根部に角形頭部6dを有するジヤツキ
ボルト6eとからなる。 Note that 8 represents a coil spring and 9 represents a rubber pad. Further, the jack bolt holding device 6 is a twelfth bolt holding device.
As shown in the drawings and FIG. 13, it consists of a holding cylinder 6a and a jack bolt 6e which is screwed into the center hole of the lid 6b of the holding cylinder 6a and has a pressing plate 6c at its tip and a square head 6d at its base.
10は補助枠を示し、該補助枠10にも前述と
同様にその上方部から下方部に向つて等間隔に第
1アンカーボルト脱着装置11と第2アンカーボ
ルト脱着装置12、アンカーボルト孔充填装置1
3及び脱型調整装置14を順次設けた。ここで前
記第1アンカーボルト脱着装置11は第5図乃至
第7図の如くシリンダー11aの作動によりガイ
ド杆11b…11bに支持されて進退するモータ
11cとその回転軸に固定したソケツト11dと
からなり、シリンダー11aを作動してモータ1
1cと共にソケツト11dを前進させて該ソケツ
ト11dを前記ダミーボルト3bの角形頭部3d
に嵌合し、該モータ11cの駆動によりソケツト
11dを回転させることによりダミーボルト3b
も回転し蓋体3eの中心孔に螺合しながら後退
し、その凹部3cからアンカーボルトPの頭部が
離脱するようになつている。 Reference numeral 10 indicates an auxiliary frame, and the auxiliary frame 10 also has a first anchor bolt detaching device 11, a second anchor bolt detaching device 12, and an anchor bolt hole filling device arranged at equal intervals from the upper part to the lower part, as described above. 1
3 and a demolding adjustment device 14 were sequentially provided. As shown in FIGS. 5 to 7, the first anchor bolt attachment/detachment device 11 is composed of a motor 11c that moves forward and backward while being supported by guide rods 11b...11b by the operation of a cylinder 11a, and a socket 11d fixed to the rotating shaft of the motor 11c. , actuates the cylinder 11a to turn the motor 1
1c, move the socket 11d forward and attach the socket 11d to the square head 3d of the dummy bolt 3b.
dummy bolt 3b by rotating the socket 11d by driving the motor 11c.
The anchor bolt P rotates and retreats while being screwed into the center hole of the lid body 3e, and the head of the anchor bolt P is detached from the recessed portion 3c.
又前記第2アンカーボルト脱着装置12は第8
図乃至第11図の如くシリンダー12aの作動に
より進退するように設けられ先端部において前記
大径筒状体4bの鍔に係合する移動筒体12bと
シリンダー12cの作動により進退するように設
けられたモータ12dとその回転軸に固定したソ
ケツト12eとからなり、第11図aの如くシー
ボルト4gがアンカーボルトPの頭部に固定状態
から第11図bの如く補助枠10を保持突条7,
7に係合し、次にシリンダー12cを作動してモ
ータ12dを前進して第11図cの如くソケツト
11dをシーボルト4gの角形頭部4fに嵌合し
該モータ12dを駆動回転して該シーボルト4g
を緩め、その後シリンダー12aを作動して移動
筒体12bを後退すると共にシリンダー12cを
作動して該モータ11dも後退し、これに伴つて
第11図dの如くシーボルト4gと共に該移動筒
体12bの先端部に大径筒条体4bの鍔において
係合する内筒4dも後退し、更にシリンダー4i
の作動によりテーパーキー4hを上昇させ、次に
型枠フレーム1をリフトアツプしてからシリンダ
ー12a及び12cの作動により移動筒体11b
と共にモータ12dを前進し、これに伴う内筒4
dの前進により第11図eの如くボルト孔の位置
決めをし、更にソケツト12eの前進と回転によ
り第11図fの如くシーボルト4gをアンカーボ
ルトPの頭部に締め付け、その締め付け完了後第
11図gの如くテーパーキー4hを差し込んで固
定してから第11図hの如く移動筒体12bと共
にモータ12d及びソケツト12eを後退して型
枠フレーム1から補助枠10を撤去可能となるよ
うにした。 Further, the second anchor bolt attachment/detachment device 12 is an eighth
As shown in FIGS. 11 to 11, the movable cylindrical body 12b, which is provided to move forward and backward by the operation of the cylinder 12a and which engages the collar of the large diameter cylindrical body 4b at its tip, and the cylinder 12c, is provided to move forward and backward by the operation of the cylinder 12a. It consists of a motor 12d fixed to the rotating shaft of the motor 12d and a socket 12e fixed to its rotating shaft, and the Siebold 4g is fixed to the head of the anchor bolt P as shown in FIG.
7, then actuate the cylinder 12c to advance the motor 12d, fit the socket 11d into the rectangular head 4f of the Siebold 4g as shown in Figure 11c, and drive and rotate the motor 12d to move the Siebold. 4g
, then actuate the cylinder 12a to move the movable cylinder 12b backward, actuate the cylinder 12c and move the motor 11d backward, and as a result, as shown in FIG. The inner cylinder 4d that engages with the tip of the large-diameter cylindrical body 4b at the brim also retreats, and the cylinder 4i
The taper key 4h is raised by the operation of the cylinders 12a and 12c.
Along with this, the motor 12d is moved forward, and the inner cylinder 4 is moved forward accordingly.
By advancing d, the bolt hole is positioned as shown in Fig. 11e, and by further advancing and rotating the socket 12e, tighten the Siebold 4g to the head of the anchor bolt P as shown in Fig. 11f, and after the tightening is completed, Fig. 11. After inserting and fixing the taper key 4h as shown in g, the motor 12d and socket 12e are moved back together with the movable cylinder 12b, as shown in FIG. 11h, so that the auxiliary frame 10 can be removed from the form frame 1.
更に前記アンカーボルト孔充填装置13は前記
補助枠10の外方に突設した支持アーム13aに
固定したシリンダー13bと、該シリンダー13
bのロツドの先端に固定され先端に充填材である
モルタルコーンQの着脱部を有する充填ロツド1
3cと、前記補助枠10に設けたシリンダー13
dと、そのロツドの先端に設けたモルタルコーン
Qの載置台13eからなり、該シリンダー13d
の作動により載置台13eが上昇し該載置台13
e上のモルタルコーンQを充填ロツド13cの着
脱部で保持してからシリンダー13bの作動によ
り該充填ロツド13cを前記開口5を通つて前進
してモルタルコーンQをアンカーボルト孔内に充
填しその後シリンダー13bを作動して充填ロツ
ド13cを後退して元の状態に復帰するようにし
た。 Further, the anchor bolt hole filling device 13 includes a cylinder 13b fixed to a support arm 13a protruding outward from the auxiliary frame 10,
Filling rod 1 fixed to the tip of the rod b and having a removable part for a mortar cone Q which is a filler at the tip
3c and the cylinder 13 provided in the auxiliary frame 10.
d, and a mounting table 13e for a mortar cone Q provided at the tip of the rod, and the cylinder 13d
The mounting table 13e rises due to the operation of the mounting table 13e.
The mortar cone Q on e is held by the removable part of the filling rod 13c, and the filling rod 13c is advanced through the opening 5 by the operation of the cylinder 13b to fill the mortar cone Q into the anchor bolt hole, and then the cylinder 13b was actuated to retract the filling rod 13c and return it to its original state.
又前記脱型調整装置14は第12図乃至第14
図の如くシリンダー14aの作動によりガイド杆
14b…14bに支持されて進退するモータ14
cとその回転軸に固定したソケツト14dからな
り、シリンダー14aを作動させてモータ14c
を前進してソケツト14dをジヤツキボルト6e
の頭部に嵌合させモータ14cを駆動回転してソ
ケツト14dを介してジヤツキボルト6eを蓋体
6bの中心孔に螺合しながら回転させて前進さ
せ、押圧板6cがコンクリート面を押圧してせき
板2をコンクリート面から離脱するようにした。
尚15は型枠フレーム1の下端部に設けたタイヤ
付の油圧ジヤツキ、16は該型枠フレーム1に設
けた作業足場、17は各縦フレーム1aの下端に
突設しこれに係合保持した補助枠10の落下を防
止するストツパーを示す。 The demolding adjustment device 14 is shown in FIGS. 12 to 14.
As shown in the figure, the motor 14 is supported by the guide rods 14b...14b and moves forward and backward by the operation of the cylinder 14a.
c and a socket 14d fixed to its rotating shaft, which operates the cylinder 14a to drive the motor 14c.
Move forward and tighten the socket 14d with the jack bolt 6e.
The motor 14c is driven and rotated, and the jack bolt 6e is screwed into the center hole of the lid body 6b through the socket 14d, and rotated and moved forward. Plate 2 was made to separate from the concrete surface.
In addition, 15 is a hydraulic jack with a tire provided at the lower end of the formwork frame 1, 16 is a work scaffold provided on the formwork frame 1, and 17 is provided protruding from the lower end of each vertical frame 1a to engage and hold it. A stopper for preventing the auxiliary frame 10 from falling is shown.
以上の構成から本発明の動作を説明する。 The operation of the present invention will be explained based on the above configuration.
第15図a乃至gにおいて、せき板2を有する
型枠フレーム1は第15図aの如くアンカーボル
トPによりコンクリート面に固定されており、揚
重機等(図示せず)により懸吊された補助枠10
を下降し、前記型枠フレーム1の各縦フレーム1
a,1a,1aに当接しつつ保持突条7…7に順
次挿入して装着し、第15図bの如く所定位置に
停止させる。次に揚重機(図示せず)により型枠
フレーム1を支持した状態で補助枠10に設けた
第1第2アンカーボルト脱着装置11,12を前
述の如く作動させてダミーボルト3b及びシーボ
ルト4gを後退してこれらを第15図cの如くア
ンカーボルトPから離脱する。 In Figures 15a to 15g, a formwork frame 1 having a weir plate 2 is fixed to the concrete surface with anchor bolts P as shown in Figure 15a, and an auxiliary material is suspended by a lifting machine or the like (not shown). frame 10
each vertical frame 1 of the formwork frame 1.
A, 1a, 1a, the holding protrusions 7...7 are sequentially inserted and attached while contacting the holding protrusions 7...7, and stopped at a predetermined position as shown in FIG. 15b. Next, with the formwork frame 1 supported by a lifting machine (not shown), the first and second anchor bolt attachment/detachment devices 11 and 12 provided on the auxiliary frame 10 are operated as described above to remove the dummy bolts 3b and Siebolds 4g. Retract and separate these from the anchor bolt P as shown in Fig. 15c.
次に脱着調整装置14を作動しジヤツキボルト
6eを進出して押圧板6cにより第15図dの如
くせき板2をコンクリート面より離脱し、ローラ
付ジヤツキ15を作動してローラをコンクリート
面に当接させるとともに脱着調整装置14を作動
してジヤツキボルト6eを後退させ、前記揚重機
等により型枠フレーム1を第15図eの如く所定
距離上方にリフトアツプする。 Next, the attachment/detachment adjustment device 14 is activated, the jack bolt 6e is advanced, the weir plate 2 is removed from the concrete surface by the pressing plate 6c as shown in FIG. At the same time, the attachment/detachment adjustment device 14 is operated to retract the jack bolt 6e, and the form frame 1 is lifted up a predetermined distance upward by the lifting machine or the like, as shown in FIG. 15e.
次にローラ付ジヤツキ15を作動してローラを
後退させせき板2をコンクリート面に当接せしめ
るとともに第1第2アンカーボルト脱着装置1
1,12を前述の如く作動してダミーボルト3b
及びシーボルト4gを進出して回転せしめてアン
カーボルトPに螺合させ第15図fの如く型枠フ
レーム1をコンクリート面に固定する。尚型枠フ
レーム1の位置調整を脱型調整装置14により行
つた後アンカーボルト孔充填装置13を作動して
アンカーボルト孔にモルタルコーンQを充填す
る。次に第1第2アンカーボルト脱着装置11,
12のソケツト11d,12eを前述の如く後退
してダミーボルト3b及びシーボルト4gから離
脱すると共にアンカーボルト孔充填装置5の充填
ロツド13cを後退させ、揚重機等により各補助
枠10…10を型枠フレーム1の各縦フレーム1
a…1aよりリフトアツプし、ダミーボルト3b
の先端に第15図gの如くアンカーボルトPを取
付けた後コンクリートを打設していく。 Next, the jack with rollers 15 is operated to move the rollers backward to bring the weir plate 2 into contact with the concrete surface, and the first and second anchor bolt detaching devices 1
1 and 12 as described above, and remove the dummy bolt 3b.
Then, the Siebold 4g is advanced and rotated to be screwed into the anchor bolt P to fix the formwork frame 1 to the concrete surface as shown in Fig. 15f. After adjusting the position of the formwork frame 1 using the demolding adjustment device 14, the anchor bolt hole filling device 13 is operated to fill the anchor bolt holes with mortar cones Q. Next, the first and second anchor bolt detachment devices 11,
As described above, the 12 sockets 11d and 12e are moved back to separate from the dummy bolts 3b and Siebolds 4g, and the filling rod 13c of the anchor bolt hole filling device 5 is moved back, and each auxiliary frame 10...10 is removed from the formwork by a lifting machine or the like. Each vertical frame 1 of frame 1
a...Lift up from 1a and remove dummy bolt 3b
After attaching the anchor bolt P to the tip of the anchor bolt P as shown in Figure 15g, concrete is poured.
以上の操作を順次繰返して、コンクリートを上
方に打設を行うものである。 The above operations are repeated in order to pour concrete upward.
第16図は本発明のシーボルト保持装置4の他
の実施例で前記内筒4dの中間部の外径を小許小
径とし、該中間部の略中央にOリング4jが固定
され、外筒4aと内筒4dとの間に間隙mを設け
てある。又シーボルト4gの外径は内筒4dの内
径より小許小径として内筒4dの根部内面に設け
たOリング4kによつて内筒4dとシーボルト4
gとの間に間隙nを有しており、シーボルト4g
は内筒4dの中心に保持されている。 FIG. 16 shows another embodiment of the Siebold holding device 4 of the present invention, in which the outer diameter of the middle part of the inner cylinder 4d is made small, an O-ring 4j is fixed approximately at the center of the middle part, and the outer cylinder 4a A gap m is provided between the inner cylinder 4d and the inner cylinder 4d. Also, the outer diameter of the Siebold 4g is smaller than the inner diameter of the inner cylinder 4d, and an O-ring 4k provided on the inner surface of the root of the inner cylinder 4d connects the inner cylinder 4d and the Siebold 4.
There is a gap n between Siebold g and Siebold 4g.
is held at the center of the inner cylinder 4d.
以上の如く形成されたシーボルト保持装置4は
アンカーボルトpにシーボルト4gを螺合させる
とき、アンカーボルトpとシーボルト4gとの間
に偏心又は軸心のずれが発生した場合において好
都合に作動する。即ち、シーボルト4gと内筒4
dとの間に間隙nを有しており、且つシーボルト
4gの先端部がテーパーに形成されているため、
シーボルト4gの先端部はスムーズにアンカーボ
ルトpに螺合する。又テーパーキー4hの下動に
より内筒4dを挿入緊定する場合シーボルト4g
と外筒4aとの間に軸心のいずれがあつても外筒
4aと内筒4dとの隙間mにより内筒4dの先端
部はシーボルト孔に嵌合し緊定される。 The Siebold holding device 4 formed as described above operates conveniently when eccentricity or axis misalignment occurs between the anchor bolt p and the Siebold 4g when the Siebold 4g is screwed onto the anchor bolt p. That is, Siebold 4g and inner cylinder 4
Since there is a gap n between the Siebold 4g and the Siebold 4g, and the tip of the Siebold 4g is tapered,
The tip of the Siebold 4g is smoothly screwed into the anchor bolt p. Also, when inserting and tightening the inner cylinder 4d by lowering the taper key 4h, the Siebold 4g
Regardless of the axis between the outer cylinder 4a and the outer cylinder 4a, the tip of the inner cylinder 4d is fitted into the Siebold hole and tightened due to the gap m between the outer cylinder 4a and the inner cylinder 4d.
(7) 発明の効果
このように本発明によれば、型枠フレームとア
ンカーボルト脱着装置、アンカーボルト孔充填装
置及び脱型調整装置を装備した補助枠とを分離
し、補助枠を型枠フレームに挿入離脱せしめて、
コンクリートを打設するようにしたので、補助枠
は最少の組で打設が可能となり各装置の数量が減
少でき、かくて装置に要する費用を削減でき、且
つ機構部分が補助枠に装備されているので保守、
取扱いが容易となり、操作も全て自動化し得る効
果を有する。(7) Effects of the Invention As described above, according to the present invention, the formwork frame and the auxiliary frame equipped with the anchor bolt attachment/detachment device, the anchor bolt hole filling device, and the mold release adjustment device are separated, and the auxiliary frame is attached to the formwork frame. Insert and remove the
Since concrete is poured, the auxiliary frame can be cast with the minimum number of sets, reducing the number of each device, thus reducing the cost of equipment, and allowing the mechanical parts to be mounted on the auxiliary frame. Since there is maintenance,
It has the effect that handling becomes easy and all operations can be automated.
第1図は本発明の移動型枠装置の1実施例で縦
フレームの1個所に補助フレーを装着した状態の
正面図、第2図はその1部の平面図、第3図は第
1図の−線截断面図、第4図は第1図の−
線側面図、第5図は第1アンカーボルト脱着装
置の個所の拡大断面側面図、第6図はその断面平
面図、第7図はその正面図、第8図は第2アンカ
ーボルト脱着装置の個所の拡大断面側面図、第9
図はその断面平面図、第10図はその半截断正面
図、第11図はその作動状態を示す説明図、第1
2図は脱型調整装置の個所の拡大断面側面図、第
13図はその断面平面図、第14図は半截断正面
図、第15図は移動型枠装置の作動を示す断面側
面図、第16図は第2アンカーボルト脱着装置の
個所の他の実施例を示す拡大断面側面図である。
1……型枠フレーム、2……せき板、10……
補助枠、11,12……アンカーボルト脱着装
置、13……アンカーボルト孔充填装置、14…
…脱型調整装置。
Fig. 1 is a front view of one embodiment of the movable formwork device of the present invention, with an auxiliary frame attached to one location of the vertical frame, Fig. 2 is a plan view of a portion thereof, and Fig. 3 is the same as Fig. 1. Figure 4 is a cross-sectional view taken along the line - of Figure 1.
5 is an enlarged sectional side view of the first anchor bolt attachment/detachment device, FIG. 6 is a sectional plan view thereof, FIG. 7 is a front view thereof, and FIG. 8 is an enlarged sectional side view of the first anchor bolt attachment/detachment device. Enlarged cross-sectional side view of part, No. 9
The figure is a cross-sectional plan view, FIG. 10 is a half-cut front view, FIG. 11 is an explanatory diagram showing its operating state,
2 is an enlarged cross-sectional side view of the demolding adjustment device, FIG. 13 is a cross-sectional plan view thereof, FIG. 14 is a half-cut front view, and FIG. 15 is a cross-sectional side view showing the operation of the movable formwork device. FIG. 16 is an enlarged sectional side view showing another embodiment of the second anchor bolt attachment/detachment device. 1... Formwork frame, 2... Weir board, 10...
Auxiliary frame, 11, 12... Anchor bolt attachment/detachment device, 13... Anchor bolt hole filling device, 14...
...Mold removal adjustment device.
Claims (1)
枠フレームの外側に、該型枠フレームをコンクリ
ート面に保持脱着するアンカーボルト脱着装置と
該コンクリート面のアンカーボルト孔を充填する
アンカーボルト孔充填装置とせき板をコンクリー
ト面から離脱調整する脱型調整装置とを有する補
助枠を着脱可能に設けたことを特徴とする移動型
枠装置。1. On the outside of the form frame which has a weir plate for concrete pouring on the inside, an anchor bolt attachment/detachment device for holding and detaching the form frame on the concrete surface, and an anchor bolt hole filling device for filling the anchor bolt holes in the concrete surface. A movable formwork device comprising a removably attached auxiliary frame having a demolding adjustment device for adjusting separation of a weir plate from a concrete surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20601286A JPS6363809A (en) | 1986-09-03 | 1986-09-03 | Movable formwork device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20601286A JPS6363809A (en) | 1986-09-03 | 1986-09-03 | Movable formwork device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6363809A JPS6363809A (en) | 1988-03-22 |
| JPH046808B2 true JPH046808B2 (en) | 1992-02-07 |
Family
ID=16516445
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20601286A Granted JPS6363809A (en) | 1986-09-03 | 1986-09-03 | Movable formwork device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6363809A (en) |
-
1986
- 1986-09-03 JP JP20601286A patent/JPS6363809A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6363809A (en) | 1988-03-22 |
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