JPS5824063A - Moving mold frame apparatus for wall - Google Patents

Moving mold frame apparatus for wall

Info

Publication number
JPS5824063A
JPS5824063A JP12341081A JP12341081A JPS5824063A JP S5824063 A JPS5824063 A JP S5824063A JP 12341081 A JP12341081 A JP 12341081A JP 12341081 A JP12341081 A JP 12341081A JP S5824063 A JPS5824063 A JP S5824063A
Authority
JP
Japan
Prior art keywords
formwork
wall
overhanging
bodies
adjustment device
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
JP12341081A
Other languages
Japanese (ja)
Other versions
JPS6351235B2 (en
Inventor
信之 松ケ下
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.)
FUOOMU SERVICE KK
OKABE KK
Original Assignee
FUOOMU SERVICE KK
OKABE KK
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 FUOOMU SERVICE KK, OKABE KK filed Critical FUOOMU SERVICE KK
Priority to JP12341081A priority Critical patent/JPS5824063A/en
Publication of JPS5824063A publication Critical patent/JPS5824063A/en
Publication of JPS6351235B2 publication Critical patent/JPS6351235B2/ja
Granted legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は、水平方向に長い壁体を構築するためのコンク
リートの打設を、大型枠の走行移動によって連続的に行
なう、コンクリート壁体用の移動型枠装置に関するもの
である。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a mobile formwork device for concrete walls, which continuously performs concrete pouring for constructing horizontally long walls by moving a large frame. It is.

擁壁や遮蔽壁、防音壁のように水平方向に長いコンクリ
ート壁体の施工には、一般に手組み9手拭いによる型枠
が用いられていたが、多くの手間と熟練を要するため、
近年は組まれた型枠全体を次の施工位置に移動する工法
が開発されてきた。
Hand-assembled formwork was generally used to construct horizontally long concrete walls such as retaining walls, shielding walls, and soundproofing walls, but this required a lot of effort and skill.
In recent years, construction methods have been developed in which the entire assembled formwork is moved to the next construction location.

この工法による型枠は2組立て、脱型、移動の全てをク
レーンを使用して行なうため、その施工にはクレーンの
設置や走行に必要な広い場所な讐すを るばかりでなく、クレーン費が高くなって経済的面から
も好ましくな(、また、自動車道や鉄道等における高架
構造物の高らんや防音壁に対しては。
Formwork using this construction method requires the use of a crane to assemble, demolish, and move the formwork, so not only does the construction require a large area for the installation and movement of the crane, but it also saves crane costs. This is not desirable from an economical point of view as it increases the height (also for elevated structures and soundproof walls on highways, railways, etc.).

作業が高所であるため多くの制約を受けて、クレーンは
利用しにくい等、欠点の多い工法とされている。
This construction method is said to have many drawbacks, such as the work being done at high places, which imposes many restrictions and makes it difficult to use cranes.

本発明は、前記従来の欠点を解決するためになされたも
ので、−施工単位に組立てられた大型枠の移動を、クレ
ーンによらず施工の進行方向に市って走行移動ができる
ようにすると共に、型枠のセット、リセットが簡易であ
り、壁体のコンクリート施工を連続的に迅速に進めて行
くことができ。
The present invention has been made in order to solve the above-mentioned conventional drawbacks. - It is possible to move a large frame assembled in a construction unit by moving along the direction of progress of construction without using a crane. In addition, it is easy to set and reset the formwork, and the concrete construction of the wall can proceed quickly and continuously.

また、高所での使用にも適した壁体用移動型枠装置を提
供せんとするものである。
It is also an object of the present invention to provide a movable wall formwork device suitable for use in high places.

以下2本発明の実施例を図面を参照して説明する。Hereinafter, two embodiments of the present invention will be described with reference to the drawings.

第1図は本発明移動型枠装置の正面図で、1.2は互に
所要間隔をおいて対同立設された一対の型枠体で、それ
ぞれ縦バタ3.6及び横バタ4.4を格子状に結合する
とともに、縦パタ3,3にはせき板5.5を取付けて構
成しである。
FIG. 1 is a front view of the movable formwork apparatus of the present invention, in which 1.2 is a pair of formwork bodies arranged vertically at a required distance from each other, a vertical butterfly 3.6 and a horizontal butterfly 4.2, respectively. 4 are connected in a lattice pattern, and a weir plate 5.5 is attached to the vertical putters 3, 3.

各型枠体1.2の外側下部には、少なくとも型枠体の前
部及び後部に、走行脚車6,6が設けられている。この
走行脚車6は、型枠体1,2の外側に設けられたブラケ
ット7に、下端に車輪8を有する脚9を1例えばネジ杆
10の回動によって高さ調節自在に設けた脚体11の上
端部を枢着12するとともに2脚体11の中間部と型枠
1.2間に横方向に長く形成した横移動調節装置13を
配設して構成されている。この横移動調節装置13は、
ネジ杆14の回動によって筒体15内を横方向に移動す
るピン16が設けてあり、このピン16を介して脚本体
11に連結され、他方横移動装置の基端は縦バタ3に枢
着されている。したがって、走行脚車6と型枠1,2と
は。
At the outer lower part of each formwork body 1.2, at least at the front and rear parts of the formwork body, running casters 6, 6 are provided. This running caster 6 has a leg 9 provided on a bracket 7 provided on the outside of the form bodies 1 and 2 and having a wheel 8 at the lower end, the height of which can be adjusted freely by rotating a threaded rod 10, for example. The upper end portions of the two legs 11 are pivotally connected 12, and a lateral movement adjustment device 13, which is formed long in the lateral direction, is disposed between the middle portion of the biped body 11 and the formwork 1.2. This lateral movement adjustment device 13 is
A pin 16 is provided which moves laterally within the cylinder 15 by the rotation of the threaded rod 14, and is connected to the script body 11 via this pin 16, while the base end of the lateral moving device is pivoted to the vertical butterfly 3. It is worn. Therefore, what are the traveling casters 6 and the formworks 1 and 2?

横移動調節装置13の操作、即ちネジ杆14を回動さく
     ) 傾動調節させることができる。また2脚体11はネジ杆
10を回動させることにより1脚9を伸縮し。
The tilting can be adjusted by operating the lateral movement adjustment device 13, that is, by rotating the screw rod 14. Further, the biped body 11 extends and contracts one leg 9 by rotating the threaded rod 10.

それにより脚体11に対して型枠体1.2を昇降させる
ことができるのである。
Thereby, the formwork body 1.2 can be raised and lowered relative to the leg body 11.

一対の型枠体1.2の中2例えば一方の型枠体2の上端
部には、他方の型枠体1に向けて突出する連結杆17の
基端部が枢着ピン18により取付けられ。
A base end portion of a connecting rod 17 that projects toward the other formwork body 1 is attached by a pivot pin 18 to the upper end of the pair of formwork bodies 1 and 2, for example, one of the formwork bodies 2. .

その先端部には間隔調節装置19が設けられている。A spacing adjustment device 19 is provided at its tip.

この装#19は前記した横移動調節装置13と同様の構
成で、ネジ杆20の回動により横方向に移動するピン2
1が設けである。そして、連結杆17はこのピン21を
介して他方の型枠体1の上端部に連結されているのであ
る。したがって、型枠体1.2の上端部は1間隔調節装
置19のネジ杆20を(ロ)動することによって、その
間隔を調節することができ、しかも、ピン18.21を
介してヒンジ結合となっているので、型枠体1.2は上
下方向に相対移動自在である。
This device #19 has the same configuration as the lateral movement adjustment device 13 described above, and has a pin 2 that moves in the lateral direction by the rotation of the threaded rod 20.
1 is provided. The connecting rod 17 is connected to the upper end of the other formwork 1 via this pin 21. Therefore, the distance between the upper ends of the formwork body 1.2 can be adjusted by moving the threaded rod 20 of the distance adjustment device 19, and the distance between them can be adjusted via the pins 18.21. Therefore, the formwork body 1.2 is relatively movable in the vertical direction.

また、一方の型枠2の外側面の下部には、型枠(4) 2の長さ方向に所要の間隔をおいて複数の張出材22.
22の一端がピン23で枢着されており、各張出材22
.22は互に桁材24,24によって結合されている。
Further, at the lower part of the outer surface of one formwork 2, a plurality of overhanging members 22.
One end of 22 is pivotally connected with a pin 23, and each overhang 22
.. 22 are connected to each other by beam members 24, 24.

そして、各張出材22の他端部には、上端部を型枠2の
上部にピン25により枢着した突張調節杆%の下端部が
ピン27により枢着されている。この調節杆26の下端
部には前記の間隔調節装置19と同様の調節機構が設け
られ、ネジ杆28の回動により長手方向に移動するピン
27を介して張出材22のブラケット’29に枢着結合
されている。したがって。
The lower end of a tension adjustment rod whose upper end is pivotally connected to the upper part of the formwork 2 by a pin 25 is pivotally connected to the other end of each overhang 22 by a pin 27. An adjustment mechanism similar to the spacing adjustment device 19 described above is provided at the lower end of the adjustment rod 26, and is attached to the bracket '29 of the overhanging member 22 via a pin 27 that moves in the longitudinal direction by rotation of the threaded rod 28. Pivotally connected. therefore.

張出杆22は調節杆26のネジ杆28を回動させること
によって、型枠2との連結角度を相対的に自在に調節で
きるようになっているから、型枠全体の安定を確保する
働きをもつとともに、型枠の法線修正を含む型枠整形操
作とコンクリートからの剥離操作が行なえるのである。
The connecting angle of the overhanging rod 22 with the formwork 2 can be adjusted relatively freely by rotating the threaded rod 28 of the adjustment rod 26, so it functions to ensure the stability of the entire formwork. In addition to this, it is also possible to perform formwork shaping operations, including correcting the formwork normal, and peeling operations from concrete.

各張出材2422を結合している桁材24,24には脚
取付板30が固設されており、これには、車輪31と昇
降機構32とを設けた走行脚33を取付けた台車34が
9脚取付板60に対し、張出材22の長さ方向に摺動自
在に設けられている。なお、車輪31は図のように軌条
用のものに限るものではなく2例えば。
A leg mounting plate 30 is fixed to the girder members 24, 24 that connect the respective overhanging members 2422, and a bogie 34 is attached to the running legs 33 provided with wheels 31 and a lifting mechanism 32. is provided slidably in the length direction of the overhanging member 22 with respect to the nine-leg mounting plate 60. Note that the wheels 31 are not limited to those for rails as shown in the figure, but for example two.

自由な方向に走行できるキースター等を用いることもで
きる。この場合には、同車輪を単に脚取付板30に固定
させてもよい。また2図中37はカウンターウエートで
ある。
A key star or the like that can move in any direction can also be used. In this case, the wheel may simply be fixed to the leg mounting plate 30. Also, 37 in Figure 2 is a counterweight.

前記構成の本発明装置の使用にあたっては、基盤A上に
構築する壁体の両性側に、壁体に平行して軌条B、Bを
施設し、型枠1.2は、この軌条B。
When using the apparatus of the present invention having the above configuration, rails B and B are installed on both sides of the wall to be constructed on the base A in parallel to the wall, and the formwork 1.2 is formed using the rails B.

Bに車輪a8を介して載置し、さらに、張出材22の外
端部の方に設けられた車輪31も、前記の軌条Bと平行
に施設した軌条C上に載置する。なお。
The wheel 31 provided on the outer end of the overhanging member 22 is also placed on the rail C installed parallel to the rail B. In addition.

単輪61が前記したようにキャスター等によるときは、
この軌条0は不要である。また2本発明装置を定置する
にあたっては、張出材22を受台35により支持させる
とともにアンカー36により固定させる。
When the single wheel 61 is mounted on casters as described above,
This rail 0 is unnecessary. In addition, when placing the device of the present invention in place, the overhanging member 22 is supported by a pedestal 35 and fixed by an anchor 36.

次に2本発明装置の使用例について第2図乃至第4図を
参照して説明する。
Next, examples of how to use the two devices of the present invention will be explained with reference to FIGS. 2 to 4.

第2図は、上下方向に同じ厚さの壁体Haに対する型枠
のセット状態を示したもので、第1図におけると同様な
状態である。また、第3図は上下方向に厚さの異る。傾
斜面をもった壁体Hbに対する型枠のセット状態を示し
たもので、このような壁体の断面形状の変化に対しても
、軌条B、Bの間隔を適切に定めてやることにより、そ
れらに対応して型枠をセットすることができる。
FIG. 2 shows a state in which the formwork is set against a wall Ha having the same thickness in the vertical direction, and is in the same state as in FIG. 1. Further, in FIG. 3, the thickness differs in the vertical direction. This shows how the formwork is set for a wall Hb with an inclined surface, and even when the cross-sectional shape of the wall changes, by appropriately determining the spacing between the rails B and B, Formwork can be set accordingly.

それで、第2図のように型枠をセットしてコンクリート
を打設し、それが硬化すれば脱型させるのであるが、そ
れには第4図(イ1のように、型枠の上端部にある間隔
調節装置19を操作して型枠1の上部を外方に開き、続
いて型枠2に連結した調節杆26の調節機構を操作して
、第4図(口1のように型枠2の上部を外方に開く。次
に型枠1.2の下部に設けられた走行脚車6.6の脚7
を伸長して型枠体1.2を少し浮かせ、横移動調節装置
13を操作して。
Therefore, as shown in Figure 2, the formwork is set and concrete is poured, and once it has hardened, it is removed from the mold. The upper part of the formwork 1 is opened outward by operating a certain interval adjustment device 19, and then the adjustment mechanism of the adjustment rod 26 connected to the formwork 2 is operated to open the formwork as shown in Fig. 4 (opening 1). Open the upper part of the formwork 1.2 outward.Then, the legs 7 of the traveling caster 6.6 provided at the lower part of the formwork 1.2 are opened.
Extend the frame body 1.2 to raise it slightly, and operate the lateral movement adjustment device 13.

型枠1.2の下部を軌条B、Bの方に引寄せるようにす
れば、第4図piのように型枠体1,2の下部は壁体H
aより離れることになる。この場合、走行脚車6,6は
ビン12を中心に多少傾(ことになるが。
If the lower part of the formwork 1.2 is drawn toward the rails B and B, the lower part of the formwork bodies 1 and 2 will be attached to the wall H as shown in Fig. 4 pi.
It will be further away than a. In this case, the traveling casters 6, 6 will be tilted somewhat around the bin 12.

(7) この引寄せる距離は僅かなものであり、したがって、走
行脚車6,6の傾きも僅かなものでしかないから、これ
によって実用上支障をきたすおそれはない。また、型枠
2の下部の脱型によって張出材22も外方に移動するよ
うになるが、この場合、張出材22に設けられた脚取付
板30と台車34とは摺動自在になっているので1台車
34や軌条Cに対して円滑に相対移動される。台車34
にキャスター等を使用している場合には2台車34が張
出材22に対して摺動自在でなく固定されていたとして
も、車輪が基盤A上を滑動するので、型枠2の開きは支
障なく行々える。
(7) This pulling distance is small, and therefore the inclination of the traveling casters 6, 6 is also only small, so there is no risk of this causing any practical problems. Furthermore, when the lower part of the formwork 2 is demolded, the overhanging material 22 also moves outward, but in this case, the leg mounting plate 30 provided on the overhanging material 22 and the trolley 34 are slidably moved. Therefore, it is smoothly moved relative to the bogie 34 and the rail C. Trolley 34
If casters or the like are used for this purpose, even if the two carts 34 are not slidable but fixed to the overhanging material 22, the wheels will slide on the base A, so the formwork 2 will not open. I can go without any trouble.

脱型を終えた型枠1.2は、それぞれ走行脚車6゜6の
ネジ杆io、+oを回動して脚9を伸長させることによ
り、第4図に)のように持上げられてその下縁は基盤A
から十分離れることになるので、その状態のまま適宜な
手段で押進してやれば、型枠1゜2は張出材221台車
34と共に軌条B、Bや軌条Cに沿って移動され1次の
施工位置に運ぶことができる。そして、再び走行脚車6
.6や横移動調節装(8) 置162間隔調節装置19および調節杆26等を操作し
て第1図、第2図のような施工状態にセットさせるので
あって、このような操作を繰返し行なうことにより、水
平方向に長い壁体の施工を進めて行くのである。
After demolding, the formwork 1.2 is lifted as shown in Fig. 4) by rotating the threaded rods io and +o of the running gear wheels 6 and 6 to extend the legs 9. The lower edge is base A
If the formwork 1゜2 is pushed forward using an appropriate means in that state, the formwork 1゜2 will be moved along the rails B, B, and rails C together with the overhanging material 221 and the trolley 34, and the first construction will be carried out. Can be transported to any location. And again, the traveling gear 6
.. 6, lateral movement adjustment device (8) 162, interval adjustment device 19, adjustment rod 26, etc., to set the construction state as shown in Figs. 1 and 2, and such operations are repeated. As a result, the construction of horizontally long walls will proceed.

以上説明したように2本発明は、コンクリート壁体の施
工に用いる一対の型枠体の下部に、それぞれ高さ調節自
在とした走行脚車を傾動調節自在に設けるとともに、一
対の型枠体はその上端部において互に回動自在かつ型枠
間隔を調節自在に連結し、また、一方の型枠体には、該
型枠体を支持する張出材を回動調節自在に連結し、張出
材の外端部には走行台車を設けたので、一対の型枠体は
一体的に連結されて走行移動することができ、クレーン
等の移動用施設を使用する必要がなく、型枠体の移動が
容易に行なえ、しかも移動、設置のための広い場所も必
要としない。また、型枠体の間隔の設定やセット、リセ
ットが熟練を要さず簡易迅速に行ない得るとともに、単
純な形の壁体ばかりでなく、梯形やその他各種断面形状
のものに対しても適合させることができる。さらに、型
枠体は張出材と調節杆によって安定して設置、移動でき
る。等、多くの浸れた効果を有するものである。
As explained above, the present invention provides a pair of formwork bodies used for constructing a concrete wall, in which a traveling caster whose height is freely adjustable is provided at the lower part of each formwork body, and whose tilt is freely adjustable. The upper ends thereof are connected to each other so as to be rotatable and to adjust the interval between the forms, and to one form body, an overhanging member supporting the form body is connected so as to be rotatably adjustable. Since a traveling trolley is installed at the outer end of the material, the pair of formwork bodies can be connected together and moved, eliminating the need to use moving facilities such as a crane. It can be easily moved and does not require a large space for movement or installation. In addition, setting, setting, and resetting the spacing between formwork bodies can be done easily and quickly without requiring any skill, and it is suitable not only for walls of simple shapes but also for those with trapezoidal and various other cross-sectional shapes. be able to. Furthermore, the formwork can be stably installed and moved using the overhanging members and adjustment rods. It has many immersive effects.

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

第1図は本発明装置の一実施例を示す正面図。 第2図及び第3図は同使用状態の概要を示した各正面図
、第4図(イ)〜に)はそれぞれ型枠体の脱型及び移動
の操作状態の概要を示した正面図である。 A・・・基盤、B、O・・・軌条、1.2・・型枠体、
3・・・縦バタ、4・・横バタ、5・・せき板、6・・
走行脚車。 8・・・車輪、9・・・脚、11・・脚本体、12.1
6・・ビン。 13・・・横移動調節装置、17・・・連結杆、18.
21・・ビン。 19・・間隔調節装置、22・・・張出材、23・・ビ
ン、26・・調節杆、25.27・・・ビン、33・・
走行脚、34・・・台車特許出願人 岡部株式会社
FIG. 1 is a front view showing an embodiment of the device of the present invention. Figures 2 and 3 are front views showing an outline of the usage state, and Figures 4 (a) to 4) are front views showing an outline of the operating state of demolding and moving the formwork body, respectively. be. A...Base, B, O...Rail, 1.2... Form body,
3...vertical flap, 4...horizontal flap, 5...weir board, 6...
Traveling gear. 8...wheels, 9...legs, 11...script, 12.1
6. Bottle. 13... Lateral movement adjustment device, 17... Connection rod, 18.
21...Bin. 19... Spacing adjustment device, 22... Overhanging material, 23... Bin, 26... Adjustment rod, 25. 27... Bin, 33...
Running legs, 34...Bogie patent applicant Okabe Co., Ltd.

Claims (1)

【特許請求の範囲】 コンクリ−ト壁体の施工に用いる一対の型枠体を、その
上部において、型枠相互の間隔を調節自在かつ互に回動
自在に連結するとともに、一対の型枠体の下部には、そ
れぞれ高さ調節自在とした走行脚車を傾動調節自在に設
け、さらに、一方の型枠体には、該型枠体を支持する張
出材を連結し。 該張出材の外端部には走行台車を設けたことを特徴とす
る。壁体用移動型枠装置。
[Scope of Claims] A pair of formwork bodies used for constructing a concrete wall body are connected at the upper part thereof so that the interval between the formworks can be adjusted freely and the formwork bodies can be rotated with each other. At the bottom of each, a traveling caster whose height can be adjusted freely is installed so that the tilting can be adjusted freely, and an overhang member that supports the formwork is connected to one of the formwork bodies. The present invention is characterized in that a traveling carriage is provided at the outer end of the overhang. Mobile formwork device for walls.
JP12341081A 1981-08-06 1981-08-06 Moving mold frame apparatus for wall Granted JPS5824063A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12341081A JPS5824063A (en) 1981-08-06 1981-08-06 Moving mold frame apparatus for wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12341081A JPS5824063A (en) 1981-08-06 1981-08-06 Moving mold frame apparatus for wall

Publications (2)

Publication Number Publication Date
JPS5824063A true JPS5824063A (en) 1983-02-12
JPS6351235B2 JPS6351235B2 (en) 1988-10-13

Family

ID=14859860

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12341081A Granted JPS5824063A (en) 1981-08-06 1981-08-06 Moving mold frame apparatus for wall

Country Status (1)

Country Link
JP (1) JPS5824063A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100692055B1 (en) 2005-05-06 2007-03-12 삼성물산 주식회사 Movable Concrete Form and Multi-level Construction Method Using the Same
KR101487322B1 (en) * 2013-11-12 2015-01-29 주식회사 우진폼테크 travelling form for concrete structure and using the same cap concrete structure construction method

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5254233A (en) * 1975-10-28 1977-05-02 Nobuyuki Matsugashita Concrete form with running wheels
JPS5670360A (en) * 1979-11-08 1981-06-12 Okabe Kk Mold apparatus

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5254233A (en) * 1975-10-28 1977-05-02 Nobuyuki Matsugashita Concrete form with running wheels
JPS5670360A (en) * 1979-11-08 1981-06-12 Okabe Kk Mold apparatus

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100692055B1 (en) 2005-05-06 2007-03-12 삼성물산 주식회사 Movable Concrete Form and Multi-level Construction Method Using the Same
KR101487322B1 (en) * 2013-11-12 2015-01-29 주식회사 우진폼테크 travelling form for concrete structure and using the same cap concrete structure construction method

Also Published As

Publication number Publication date
JPS6351235B2 (en) 1988-10-13

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