JPH01158195A - Moving formwork device - Google Patents

Moving formwork device

Info

Publication number
JPH01158195A
JPH01158195A JP31513187A JP31513187A JPH01158195A JP H01158195 A JPH01158195 A JP H01158195A JP 31513187 A JP31513187 A JP 31513187A JP 31513187 A JP31513187 A JP 31513187A JP H01158195 A JPH01158195 A JP H01158195A
Authority
JP
Japan
Prior art keywords
frame
jack
rod
tip
concrete wall
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.)
Pending
Application number
JP31513187A
Other languages
Japanese (ja)
Inventor
Kazutoshi Inoue
井上 一敏
Masataka Uozumi
雅孝 魚住
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.)
Mitsui Construction Co Ltd
Original Assignee
Mitsui Construction Co Ltd
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 Mitsui Construction Co Ltd filed Critical Mitsui Construction Co Ltd
Priority to JP31513187A priority Critical patent/JPH01158195A/en
Publication of JPH01158195A publication Critical patent/JPH01158195A/en
Pending legal-status Critical Current

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Abstract

PURPOSE: To improve application ability by engaging a rod of a second jack with a recessed part in an already formed concrete wall to hold a frame, and forming a concrete wall from a formwork body at the tip of a rod of a first jack. CONSTITUTION: A first jack 2 is radially placed in the periphery of one end of a frame 1, and a second jack 6 is radially placed in the periphery of another end of the frame 1. An engaging element 7 at the tip of a rod of the second jack 6 is engaged with a recessed part 9 in an already formed concrete wall A with expanding or shrinking the frame 1 to hold the frame 1, formwork bodies 4b-4e at the tip of a rod 2a of the first jack 2 define a concrete wall C which has a recessed part. By repeating this operation, concrete walls are formed sequentially.

Description

【発明の詳細な説明】 (1)産業上の利用分野 本発明は立坑やケーソン工事等に好適な移動型枠装置に
関する。
DETAILED DESCRIPTION OF THE INVENTION (1) Industrial Application Field The present invention relates to a mobile formwork apparatus suitable for shaft construction, caisson construction, and the like.

(2)従来の技術 ムの上方部と下方部に、アンカーボルトに螺合する締付
軸とその駆動源とを備える締付装置を放射状に設け、前
記フレームの下方部に型枠本体を設けると共に前記下方
の締付装置の締付軸の先端部を前記型枠本体を貫通して
その前方に突出させ、更に前記フレームの下方部に型枠
本体の脱型装置を設けて構成し、該フレームをクレーン
その他の揚重機により吊下げ、下方の締付装置の締付軸
にアンカーボルトの頭部を締付固定してから型枠本体内
にコンクリートを打設しその養生硬化後前記締付軸をア
ンカーボルトから離脱すると共に脱型装置により型枠本
体を脱型し、揚重機によりフレームを所定の距離降下し
てから上方の締付装置を作動してその締付軸が前記アン
カーボルトに螺合固定しぞフレームをセットすると共に
下方の締付装置の締付軸に別のアンカーボルトを締付固
定し型枠本体内にコンクリートを打し、以後前述の作動
を繰り返して立坑等を施工するものが知られている。
(2) Conventional technology A tightening device comprising a tightening shaft screwed into an anchor bolt and a drive source thereof is provided radially in the upper and lower parts of the frame, and a form body is provided in the lower part of the frame. At the same time, the tip of the tightening shaft of the lower tightening device penetrates the form body and protrudes forward thereof, and a mold removal device for the form body is provided in the lower part of the frame, The frame is suspended by a crane or other lifting equipment, the head of the anchor bolt is tightened and fixed to the tightening shaft of the lower tightening device, concrete is poured into the formwork body, and after curing and hardening, the above tightening is performed. At the same time, the shaft is removed from the anchor bolt, the formwork body is demolded by a demolding device, and the frame is lowered a predetermined distance by a lifting machine, and then the upper tightening device is activated so that the tightening shaft is attached to the anchor bolt. Set the screw-fixed groove frame, tighten another anchor bolt to the tightening shaft of the lower tightening device, pour concrete into the formwork body, and then repeat the above operations to construct the shaft, etc. What it does is known.

この従来の移動装置によればその移動のために楊重機を
必要とし、更にフレーム及び型枠本体をセットするため
にアンカーボルトを又該型枠本体の脱型のために別個に
脱型装Mを必要とする等種々の設備を必要として設備が
複雑且つ高価となると共に自動化が困難である等の問題
点があった。
According to this conventional moving device, a lifting machine is required for the movement, and anchor bolts are required to set the frame and the formwork body, and a separate demolding machine is required for demolding the formwork body. There are problems in that the equipment is complicated and expensive, and it is difficult to automate it.

本発明はこれらの問題点を解消し装置として簡素化した
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 solve these problems and provide a simplified mobile formwork device.

(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伸縮制御可能なフレーム
と、該フレームの一端部の周辺部に放射状に配設した第
1ジヤツキと、該フレームの他端部の周辺部に放射状に
配設した第2ジヤツキと、前記第1ジヤツキのロッドの
先端に固定され前面に凸部を有する型枠本体と、前記第
2ジヤツキのロッドの先端に固定され該凸部により形成
されるコンクリート壁の四部に保合可能な係合体とから
なることを特徴とする。
(4) Means for Solving the Problems In order to achieve this object, the present invention includes a frame capable of controlling expansion and contraction, first jacks arranged radially around one end of the frame, and other parts of the frame. a second jack arranged radially around the end; a formwork body fixed to the tip of the rod of the first jack and having a convex portion on the front; and a formwork body fixed to the tip of the rod of the second jack and said It is characterized by comprising an engaging body that can be secured to four parts of a concrete wall formed by convex parts.

(5)作用 フレームを伸縮させながら型枠本体の凸部により既に形
成されたコンクリート壁の四部に第2ジヤツキのロッド
の先端の係合体を係合してフレームを保持することと、
第1ジヤツキのロッドの先端の型枠本体により凹部を有
するコンクリート壁を形成することを繰り返しながら立
坑等のコンクリート壁を順次形成していく。
(5) holding the frame by engaging the engaging bodies at the tips of the rods of the second jack with the four parts of the concrete wall already formed by the convex parts of the form body while expanding and contracting the working frame;
Concrete walls such as shafts are successively formed by repeatedly forming concrete walls having recesses using the form body at the tip of the rod of the first jack.

(6)実施例 本発明の装置の1実施例を図面に従って説明する。(6) Examples An embodiment of the device of the present invention will be described with reference to the drawings.

(1)はフレームを示し、該フレーム(1)は、環状の
上部フレーム(1a)と下部フレーム(1b)と該上部
フレーム(1a)から垂下する上側内外筒(lc)(!
d)と該下部フレーム(lb)から立設しこれら上側内
外筒(lc)(ld)に摺接する下側内外筒(le)(
if)と、前記上部フレーム(1a)と下部フレーム(
1b)間を所定間隔をもって連結する昇降ジヤツキ(1
g)・・・(1g)とからなり、これら昇降ジヤツキ(
1g)・・・(1g)の作動によれば上側内外筒(lc
)(ld)と下側内外筒(1e)(if)との間で摺接
しながらフレーム(1)が伸縮するようにした。
(1) indicates a frame, and the frame (1) includes an annular upper frame (1a), a lower frame (1b), and an upper inner and outer cylinder (lc) (!) hanging from the upper frame (1a).
d) and a lower inner/outer cylinder (le) (erected from the lower frame (lb) and slidingly in contact with these upper inner/outer cylinders (lc) (ld) (
if), the upper frame (1a) and the lower frame (
1b) Lifting jacks (1
g)...(1g), and these lifting jacks (
According to the operation of (1g)...(1g), the upper inner and outer cylinders (lc
) (ld) and the lower inner and outer cylinders (1e) (if), the frame (1) is made to expand and contract while making sliding contact.

(2)・・・(2)は第1ジヤツキを示し、これら第1
ジヤツキ(2)・・・(2)はそのロフト(2a)が外
方に向って進退するように前記下部フレーム(ib)に
放射状に設けられており、これら各第1ジヤツキ(2)
のロッド(2a)の先端に支持体(3)を介して型枠本
体(4)が固定されており、該型枠本体(4)は複数に
分割した湾曲状当板(4a)とその下端に枢着した受板
(4b)と該受板(4b)をそのセット及び脱型のため
に回動する補助ジヤツキ(4C)と前記当板(4a)の
上端部に取付けたガイドローラ(4d)と前記受板(4
b)の先端部に設けたシール(4e)とからなり、前記
当板(4a)には前記支持体(3)の個所において前方
に突出する凸部(5)が形成されている。
(2)...(2) indicates the first jack;
The jacks (2)...(2) are provided radially on the lower frame (ib) so that their lofts (2a) move outward and backward, and each of these first jacks (2)
A formwork main body (4) is fixed to the tip of the rod (2a) via a support (3), and the formwork main body (4) has a curved backing plate (4a) divided into a plurality of parts and its lower end. A receiving plate (4b) pivotally connected to the supporting plate (4b), an auxiliary jack (4C) that rotates the receiving plate (4b) for setting and demolding, and a guide roller (4d) attached to the upper end of the contact plate (4a). ) and the receiving plate (4
b) and a seal (4e) provided at the tip of the support plate (4a), and a protrusion (5) protruding forward is formed at the support (3).

(6)・・・(6)は第2ジヤツキを示し、これら第2
ジヤツキ(6)・・・(6)はそのロッド(6a)が外
方に向って進退するように前記上部フレーム(1a)に
放射状に設けられており、これら各第2ジヤツキ(6)
のロッド(6a)の先端に係合体(7)を固定した。
(6)...(6) indicates the second jack, and these second
The jacks (6)...(6) are provided radially on the upper frame (1a) so that their rods (6a) move outward and back, and each of these second jacks (6)
The engaging body (7) was fixed to the tip of the rod (6a).

(8)はコンクリートの供給管を示す。(8) shows the concrete supply pipe.

次に上記実施例装置による円形立坑の施工について説明
する。
Next, construction of a circular shaft using the apparatus of the above embodiment will be explained.

第1図の(a)の如くC部のコンクリート壁の形成後第
2ジヤツキ(6)・・・(6)のロッド(6a)・・・
(6a)を後退して各係合体(7)をA部のコンクリー
ト壁の内面の四部(9)から離脱する。その後昇降ジヤ
ツキ(Ig)・・・(1g)を作動してそのロッドを後
退してフレーム(1)を縮めて上部フレーム(la)を
所定の距離降下させて第1図の(b)の状態にする。そ
して第2ジヤツキ(6)・・・(6)を作動してロッド
(6a)・・・(6a)を進出し各係合体(7)をB部
のコンクリート壁の四部(9)に係合してフレーム(1
)を立坑内に保持してか、ら補助ジヤツキ(4C)・・
・(4C)を作動して受板(4b)・・・(4b)’の
先端部を下動して脱、型すると共に第1ジヤツキ(2)
・・・(2・)も作動してロッド(2a)・・・(2a
)を後退して当板(4a)・・・(4a)も脱型し第1
図の(C)の状態にする。その後昇降ジヤツキ(1g)
・・・(1g)を作動してフレーム(1)を所定の長さ
伸してから第1ジヤツキ(2)・・・(2)を作動して
そのロッド(2a)・・・(2a)を進出して当板(l
 a) ・・・(1a) (7)上端部を0部のコンク
リート壁の下端部に当接すると共に補助ジヤツキ(4C
)・・・(4C)を作動して受板(4b)・・・(4b
)の先端部を上動しシール(4e)を地盤に当接して第
1図の(d)の状態にする。その後コンクリートを供給
管(8)より供給して型枠本体(4)内に打設する。そ
して該コンクリートの養生硬化により0部の下方にコン
クリート壁が形成され、このとき当板(4a)の凸部(
5)により該0部の下方のコンクリート壁の前面に四部
(9)・・・(9)も形成される。その後前述の施工を
順次繰り返して立坑の内面壁を順次下方に形成していく
As shown in Fig. 1 (a), after forming the concrete wall at section C, the second jack (6)...(6) rod (6a)...
(6a) is moved backward to separate each engaging body (7) from the four parts (9) of the inner surface of the concrete wall in section A. After that, actuate the lifting jack (Ig) (1g) to move the rod back, retract the frame (1), and lower the upper frame (la) a predetermined distance to the state shown in Figure 1 (b). Make it. Then, actuate the second jacks (6)...(6) to advance the rods (6a)...(6a) and engage each engaging body (7) with the four parts (9) of the concrete wall in section B. and frame (1
) in the shaft, and then use the auxiliary jack (4C)...
・Activate (4C) to lower the tips of the receiving plates (4b)...(4b)' to remove and mold them, and also remove the first jack (2).
...(2.) also operates and rod (2a)...(2a
) and remove the contact plate (4a)...(4a) from the mold.
Set it to the state shown in (C) in the figure. After that, lift and lower the jack (1g)
...(1g) to extend the frame (1) to a predetermined length, and then actuate the first jack (2)...(2) to extend its rod (2a)...(2a) Advance to this board (l
a) ...(1a) (7) Touch the upper end to the lower end of the concrete wall of part 0 and attach the auxiliary jack (4C
)...(4C) to operate the receiving plate (4b)...(4b
) is moved upward to bring the seal (4e) into contact with the ground, bringing it into the state shown in FIG. 1(d). Thereafter, concrete is supplied from the supply pipe (8) and poured into the form body (4). Then, as the concrete cures and hardens, a concrete wall is formed below the 0 part, and at this time, the convex part (
5), four parts (9)...(9) are also formed on the front surface of the concrete wall below the part 0. Thereafter, the above-mentioned construction is repeated in order to form the inner wall of the shaft downward.

第3図は他の実施例を示し、該実施例においては、第1
ジヤツキ(2)・・・(2)は下部フレーム(1b)の
周辺部にこれらジヤツキ(2)・・・(2)のロッド(
2a)・・・(2a)が内方に向って進退するように設
けられ、且つこれらロッド(2a)・・・(2a)の先
、端部に支持体(3)を介して型枠本体(4)が設けら
れ、該型枠本体(4)の当板(4a)にその内プ〕に向
って突出する凸部(5)・・・(5)が形成され、又第
2ジヤツキ(6)・・・(6)もこれらのロッド(6a
)・・・(6a)が内方に向って進退するように放射状
に設けられ、これらロッド(6a)・・・(6FL)の
先端に係合体(7)が設けられ、前記実施例の如くフレ
ーム(1)の伸縮作動と、第1ジヤツキ(2)・・・(
2)と第2ジヤツキ(6)・・・(6)の作動等により
柱状体の如き建造物をつくることができる。
FIG. 3 shows another embodiment, in which the first
The jacks (2)...(2) are attached to the rods (2) of these jacks (2)...(2) on the periphery of the lower frame (1b).
2a)...(2a) are provided so as to move inwardly, and the formwork body is attached to the tips and ends of these rods (2a)...(2a) via supports (3). (4) is provided, and convex portions (5)...(5) are formed on the contact plate (4a) of the form body (4) to protrude toward the inner surface thereof, and a second jack ( 6)...(6) also these rods (6a
)...(6a) are provided radially so as to advance and retreat inward, and the engaging bodies (7) are provided at the tips of these rods (6a)...(6FL), as in the previous embodiment. The expansion and contraction of the frame (1) and the first jack (2)...(
2) and the operation of the second jacks (6)...(6), etc., it is possible to create a structure such as a columnar body.

尚、前記実施例とは異なり、フレームを方形筒状の伸縮
式に形成すると共に該フレームの下部フレームに所定間
隔に設けた第1ジヤツキのロッドの先端に方形筒状の型
枠本体を設け、更に上部フレームに所定間隔に設けた第
2ジヤツキのロッドの先端に係合体を設け、ケーソンの
如き方形物のコンクリート壁を形成するようにしてもよ
い。
Note that, unlike the above embodiment, the frame is formed into a rectangular cylindrical telescoping type, and a rectangular cylindrical form body is provided at the tip of the rod of the first jack provided at a predetermined interval on the lower frame of the frame, Further, engaging bodies may be provided at the ends of rods of second jacks provided at predetermined intervals on the upper frame to form a concrete wall of a rectangular object such as a caisson.

(7)発明の効果 このように、本発明によるとフレームを伸縮させながら
型枠本体の凸部により既に形成され゛たコンクリート壁
の凹部に第2ジヤツキのロッドの先端の係合体を係合し
てフレームを保持することと、第1ジヤツキのロッドの
先端の型枠本体により凹部を有するコンクリート壁を形
成することを繰り返しながら立坑等のコンクリート壁を
順次形成してし買ようにしたので、従来の移動型枠装置
において必要とした揚玉機やアンカーボルト等が不必要
となって装置として簡単となって廉価に得られ、自動化
を容易に行うことができて施工性が優れ、又立坑以外に
シールド工事、更にトンネルや柱状等の建造物の工S等
に適用可能である種々の効果を有する。
(7) Effects of the Invention As described above, according to the present invention, while expanding and contracting the frame, the engaging body at the tip of the rod of the second jack is engaged with the concave part of the concrete wall that has already been formed by the convex part of the form body. By repeating the process of holding the frame by holding the frame and forming a concrete wall with a concave part using the formwork body at the end of the rod of the first jack, the concrete walls of the shaft etc. were formed one after another. The lifting machine, anchor bolts, etc. required in the mobile formwork equipment of It has various effects that can be applied to shield work, construction work of tunnels, pillar-like structures, etc.

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

第1図は本発明の1実施例の装置の作動状態を示す縦断
面図、第2図は横断面図、第3図は他の実施例の装置の
横断面図である。 (1)・・・フレーム   (2)・・・ilジヤツキ
(4)・・・型枠本体   (5)・・・凸部(6)・
・・第2ジヤツキ (7)・・・係合体  “(′9)
・・・凹部    (A)〜(C)・・・コンクリート
特許出願人  三井建設株式会社 (C)
FIG. 1 is a longitudinal cross-sectional view showing the operating state of an apparatus according to one embodiment of the present invention, FIG. 2 is a cross-sectional view, and FIG. 3 is a cross-sectional view of the apparatus according to another embodiment. (1)...Frame (2)...Il jack (4)...Form body (5)...Protrusion (6)
...Second jack (7)...Engagement body "('9)
... Concave portions (A) to (C) ... Concrete patent applicant Mitsui Construction Co., Ltd. (C)

Claims (1)

【特許請求の範囲】 伸縮制御可能なフレームと、該フレームの 一端部の周辺部に放射状に配設した第1ジャッキと、該
フレームの他端部の周辺部に放射状に配設した第2ジャ
ッキと、前記第1ジャッキのロッドの先端に固定され前
面に凸部を有する型枠本体と、前記第2ジャッキのロッ
ドの先端に固定され該凸部により形成されるコンクリー
ト壁の凹部に係合可能な係合体とからなることを特徴と
する移動型枠装置。
[Scope of Claims] A frame capable of controlling expansion and contraction, first jacks arranged radially around one end of the frame, and second jacks arranged radially around the other end of the frame. a formwork body that is fixed to the tip of the rod of the first jack and has a convex portion on the front surface; and a formwork body that is fixed to the tip of the rod of the second jack and can be engaged with a recess in the concrete wall formed by the convex portion. A movable formwork device comprising an engaging body.
JP31513187A 1987-12-15 1987-12-15 Moving formwork device Pending JPH01158195A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31513187A JPH01158195A (en) 1987-12-15 1987-12-15 Moving formwork device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31513187A JPH01158195A (en) 1987-12-15 1987-12-15 Moving formwork device

Publications (1)

Publication Number Publication Date
JPH01158195A true JPH01158195A (en) 1989-06-21

Family

ID=18061780

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31513187A Pending JPH01158195A (en) 1987-12-15 1987-12-15 Moving formwork device

Country Status (1)

Country Link
JP (1) JPH01158195A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07102874A (en) * 1992-11-26 1995-04-18 Shiraishi:Kk Pit excavator
KR100861576B1 (en) * 2008-01-31 2008-10-07 (주)성풍건설 Slip form device for forming supporting wall in vertical tunnel

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07102874A (en) * 1992-11-26 1995-04-18 Shiraishi:Kk Pit excavator
KR100861576B1 (en) * 2008-01-31 2008-10-07 (주)성풍건설 Slip form device for forming supporting wall in vertical tunnel

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