JPS5873661A - Leg castor apparatus for mold frame - Google Patents

Leg castor apparatus for mold frame

Info

Publication number
JPS5873661A
JPS5873661A JP10815381A JP10815381A JPS5873661A JP S5873661 A JPS5873661 A JP S5873661A JP 10815381 A JP10815381 A JP 10815381A JP 10815381 A JP10815381 A JP 10815381A JP S5873661 A JPS5873661 A JP S5873661A
Authority
JP
Japan
Prior art keywords
formwork
bin
support arm
construction
mold frame
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP10815381A
Other languages
Japanese (ja)
Other versions
JPH0138943B2 (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 JP10815381A priority Critical patent/JPS5873661A/en
Publication of JPS5873661A publication Critical patent/JPS5873661A/en
Publication of JPH0138943B2 publication Critical patent/JPH0138943B2/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、擁壁やカルバート等のほか各種のコンクリ
ートの施工における移動型枠に用いて好適な走行脚車装
置KIIするものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention is a traveling caster device KII suitable for use in movable formwork in the construction of retaining walls, culverts, and various other types of concrete.

擁壁、肪音壁やカルバートのように水平方向に長いコン
クリート構造物の施工には、一般に手組み、手払いによ
る型枠が用いられてきたが、近年は施工の能率化と省力
化の友めに1相当規模に組まれ丸太型の型枠全体を次の
施工位置に移動して反復使用する移動型枠工法が開発さ
れてきた。この工法における警棒移動手段としては、ク
レーンによって型枠を吊上げて移動させる方法と、型枠
を走行台車等に載せて走行移動させる方法とがある。
In the construction of horizontally long concrete structures such as retaining walls, sound walls, and culverts, hand-assembled and hand-cut formwork has generally been used, but in recent years, formwork has been used to streamline construction and save labor. For this purpose, a mobile formwork construction method has been developed in which the entire log-shaped formwork is assembled in one size and is moved to the next construction position and used repeatedly. As means for moving batons in this construction method, there are two methods: lifting and moving the formwork with a crane, and moving the formwork by placing it on a traveling cart or the like.

型枠をクレーンを使って移動させる方法のものは、クレ
ーンの設置やその走行に必要な広い場所を要するととも
に、クレーン費が高くなるばかりでな、く、型枠の組付
け、脱型等の操作が1雑となって高度な熟練を要するこ
とになり。
The method of moving the formwork using a crane not only requires a large space for the installation and movement of the crane, but also increases the crane cost, as well as the cost of assembling and demolishing the formwork. The operation becomes sloppy and requires a high degree of skill.

経済面或は技術面からも得策なものとはいえない。また
、自動車道や鉄道などの高架構造物に対しては1、作業
が高所であるため多くの制約ケ受けてクレーンは利用し
にくい等、多くの難点がある。
It is not a good idea either from an economic or technical point of view. In addition, elevated structures such as highways and railways have many drawbacks, such as 1. Since the work is done at high places, there are many restrictions and it is difficult to use cranes.

型枠を走行、移動させ、る方法のものは、11枠全体を
支持する走行台車上Kr11枠を載せ、多くのシャツa
?を装備して型枠の組付けや脱型等の操作を行うように
しているので、−行台車が大型で重量が大となり、しか
も複雑で高価なものとなる。したがって経済面での利点
が少ないばかりでなく、走行台車の施設の場所も要し、
特にカルバートの施工においては作業場所が狭くなつて
施工能率を阻害する等の欠点がある。
In the case of the method of running and moving the formwork, the Kr11 frame is placed on a running trolley that supports the entire 11 frame, and many shirts a
? Since the molding machine is equipped with a molding machine to carry out operations such as assembling and demolding the formwork, the carriage is large and heavy, and is also complicated and expensive. Therefore, not only is there little economic advantage, but it also requires space for facilities for running carts.
Particularly in the construction of culverts, there are drawbacks such as the work area becomes narrow and construction efficiency is hindered.

本発明は、前述のような移動型枠工法における問題点を
解決するためになされたもので、型枠の下部にアタチメ
ントとして簡易に取付けて使用する仁とができるように
し、型枠移動用の走行車輪と、型枠の組付けや脱型等の
操作ができる昇降調節と傾動調節機能を備えた走行岬阜
装wr*徴としており、仁れによって型枠の走行移動お
よび絹付けや脱型等の諸作業が極めて簡易、安価な装置
によって行い得るようにするとともに、操作が簡易、確
実であり、しかも型枠t−移動させるための特別の広い
場所を要することなく、型枠施工の経済性および作業性
を大巾に向上しようとするものである。
The present invention was made in order to solve the above-mentioned problems in the moving formwork construction method. It is equipped with a traveling wheel and a lifting and tilting adjustment function that allows operations such as assembling and demolding of the formwork. These operations can be performed using extremely simple and inexpensive equipment, and the operation is simple and reliable, and there is no need for a special large space for moving the formwork, making formwork construction economical. The aim is to greatly improve performance and workability.

以下、本発明の実施例管図面管参照して説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, embodiments of the present invention will be described with reference to drawings of tubes.

縞1図は本発明装置t−、m枠に取付けたと仁ろを示し
た斜面図である。′1は上下方向に長く形成した脚本体
で、その上端部には、縦バタ2、せき板3等によって構
成された型枠Aの耐力部材、例えば縦バタ2に取付ける
ための支持アーム4の一端部がビン5によ抄枢着されて
いる。
Stripe 1 is a perspective view showing the grooves when the apparatus of the present invention is attached to the T- and M frames. '1 is a vertically elongated script body, and at its upper end there is a support arm 4 for attaching to the load-bearing members of the formwork A constituted by the vertical flaps 2, sheathing plates 3, etc., for example, to the vertical flaps 2. One end is pivotally attached to the bin 5.

また、脚本体lの下部には、下端に車輪6を設けた支脚
7が昇降自在に装着されている。
Further, a supporting leg 7 having wheels 6 at its lower end is attached to the lower part of the script body l so as to be able to rise and fall freely.

この支脚7の装着機欅け、通常図のように、脚本体l内
の上下方向に設けた油圧シリンダー8に支脚7の上部を
関連させて、油圧により昇降調節自在とするのであるが
、この機構は、油圧シリンダー8を脚本体1の外部に取
付けるようにしてもよ〈、また、油圧シリンダー8に代
えてネジ式のもので昇降調節できるよう和してもよい。
As shown in the figure, the mounting mechanism for the supporting legs 7 is usually such that the upper part of the supporting legs 7 is connected to a hydraulic cylinder 8 provided in the vertical direction within the script body l, so that the upper part of the supporting legs 7 can be adjusted up and down by hydraulic pressure. As for the mechanism, the hydraulic cylinder 8 may be attached to the outside of the script body 1.Also, instead of the hydraulic cylinder 8, a screw type may be used so that it can be adjusted up and down.

ま7’t、1Gは伸縮機構9f有する傾動調節部材で、
その一端部はビン5と平行なビン11によシ脚本体1に
枢着され、他端部は例えば第1図のように型枠Aの耐力
部材である縦バタ2にビン12によ:□:・□:り枢着
できるようにしてあり、伸中□− 縮機構9を操作して傾動調節部材10を伸縮させ、ビン
11とビン12間の距離を変えることによって、脚本体
1fビン51!lAシに回動させ、支持アーム4に対し
て傾動調節できるようになっている。なお、この伸S機
構9も1図においてはシリンダー史となっているが、こ
れケネジ式のものに代え得ることはいう★でもない。
7't, 1G is a tilt adjustment member having a telescopic mechanism 9f,
Its one end is pivotally attached to the sheet board 1 by a bin 11 parallel to the bin 5, and the other end is attached to the bin 12 by a vertical butterfly 2, which is a load-bearing member of the formwork A, as shown in FIG. □:・□: It is designed so that it can be pivoted, and by operating the extension □-contraction mechanism 9 to extend and contract the tilt adjustment member 10 and change the distance between the bins 11 and 12, the script body 1f bin can be adjusted. 51! The support arm 4 can be rotated to adjust its tilt relative to the support arm 4. Although this extension S mechanism 9 is also shown as a cylinder type in Figure 1, it cannot be said that it can be replaced with a lock type mechanism.

本発明装置は前述のように構成され、壁体用型枠、法−
型枠、カルバート型枠等は勿論のこと各種の型枠の下部
に取付けて使用するのである。
The device of the present invention is constructed as described above, and includes a wall formwork and a method.
It is used by being attached to the bottom of various types of formwork, such as formwork and culvert formwork.

講2図は、本発明装置を壁体用型枠に適用した例を示し
光圧面図で、一対の型枠に、Xの谷下部に支持アーム4
の他端部を□固定するとともに、傾動調節部材10の他
端部も縦バタτ、fにビン12.12によシ枢着する。
Figure 2 is a light pressure surface view showing an example in which the device of the present invention is applied to a wall formwork.
The other end is fixed □, and the other end of the tilt adjustment member 10 is also pivotally connected to the vertical flaps τ and f by the pins 12 and 12.

そして、車B、B上に載置される。一対のMl e A
’−1は、−例として、一方の型枠にの上端部にネジ杆
13を回動させることにLす、横方向にビン14を4算
勅できるようにした横移動調節装置15が設pTられ、
他方の型枠A′の上端部にこのビン14會枢支して一体
的に結合して構成される。
Then, it is placed on cars B and B. A pair of Ml e A
'-1, for example, is equipped with a lateral movement adjustment device 15 that can move the bins 14 horizontally by rotating the threaded rod 13 at the upper end of one formwork. pT and
The bin 14 is pivotally supported and integrally connected to the upper end of the other formwork A'.

次に、第゛2図のような本発明装置を設は友壁型枠の使
用例を第2図及び第3図を参照して説明する。
Next, an example of the use of a side wall formwork in which the apparatus of the present invention as shown in FIG. 2 is installed will be explained with reference to FIGS. 2 and 3.

まず、所定の施工位1lfKおhて、第2図のように、
一対の型枠に、!の間隔および法線を所定゛の状lIk
定めて地盤C上に型枠に、xを載置す□る。この場合、
型枠に、Xの間隔および法線の調節は、W枠に設けられ
たm接動−節装置15のネジ杆131操作し、戚は本発
明装置の傾動調節部材1゛0の伸縮操作によって行う。
First, at the predetermined construction position 1lfK, as shown in Figure 2,
For a pair of formwork! The interval and normal line of
Place x on the formwork on ground C. in this case,
The spacing and normal line of X to the formwork can be adjusted by operating the threaded rod 131 of the m articulation joint device 15 provided on the W frame, and the adjustment is performed by expanding and contracting the tilt adjustment member 10 of the device of the present invention. conduct.

この状態で型枠に、1間にコンクリート管打設し、その
コンクリートの硬化tまって脱型するが、それには、ま
ず、型枠上部に設けられ九横移論調節装置15を操作し
て第3!!J(ロ)のように型枠にとIの上部の間隔t
−開かせコンクリートから型枠を剥離する。もし、にま
たけIの一方のみ、例えば第3図H;の示すように、型
枠A′のみが矢印の示すように移動剥離して型枠Xが剥
離しない場合もあるが、そのときは、型枠A′側に@l
itされた脚車1の昇降調節装置を操作して、型枠A′
を少し上方に持ち上れば第3図(ロ)の矢印方向に軽動
して型枠A′も剥離する。次に、両型枠N。
In this state, concrete pipes are poured into the formwork for 1 hour, and the mold is removed after the concrete has hardened. To do this, first, operate the nine-lateral displacement adjustment device 15 installed at the top of the formwork. Third! ! The distance t between the formwork and the top of I as shown in J (b)
- Peeling the formwork from the open concrete. If only one side of the straddle I, for example, as shown in Fig. 3H, only the formwork A' moves and peels off as indicated by the arrow, and the formwork X does not peel off, but in that case, , @l on the formwork A' side
Operate the lifting adjustment device of caster 1 that has been set up, and formwork A'
If it is lifted slightly upward, it will move slightly in the direction of the arrow in Figure 3 (b), and the formwork A' will also be peeled off. Next, both formwork N.

Xの脚本体1.1管伸して両型枠に、Xを地盤Cより浮
かせるとともに1両傾動調節装置1O−10をそれぞれ
縮めて、型枠に、Xの下部をレールB、Hの方に引寄せ
るようKすれば、第3図(ハ)のようKfIi枠A′・
Xの下部もコンクリート16より離れることになる。こ
の場合、、脚本体1.1はビン5.5f中心に多少傾く
ことになるが、この引寄せる距離は僅かなものであるか
ら、脚本体1.1の傾きは実用上支障をきたす恐れはな
い。
1. Extend the tube to both formworks, raise X above ground C, and retract the tilt adjustment device 1O-10 for each car, and place the lower part of X on the formwork towards rails B and H. If you apply K so as to draw it to , KfIi frame A'・
The lower part of the X will also be separated from the concrete 16. In this case, the script body 1.1 will be slightly tilted toward the center of the bin 5.5f, but since this pulling distance is small, there is no possibility that the tilt of the script body 1.1 will cause any practical problems. do not have.

このようにして脱型を終えた型枠A′、!は、支脚7,
7をさらに降して脚本、体1.1?伸長させることKよ
り、第3図に)のように持上げられて、その下縁は地盤
Cから千1分離れることに□。72゜。。、・・声1−
F[−7’llFmLでやれば、型枠に、IはレールB
、Bに沿って走行移動され、次の施工位置に運ばれるこ
ととなる。そして、前述のような操作を繰返し行なうこ
とにより、水平方向に蒼い壁体の施工を進めて行くこと
ができるのである。
Formwork A′, which has been demolded in this way! is support leg 7,
7 further down, script, body 1.1? By extending K, it will be lifted as shown in Figure 3), and its lower edge will be 1,000 feet away from the ground C. 72°. . ,...Voice 1-
If you do it with F[-7'llFmL, I will be on the formwork, and I will be on the rail B.
, B, and is transported to the next construction position. By repeating the operations described above, the construction of the blue wall can proceed in the horizontal direction.

$4図および第5図は、前記実施例の別の態IIf示し
たもので、第4、図に示したものは、傾動調節部材10
の他端郁會支持アーム4のビン5より離れた位fK枢着
12している。また、第5図に示したものは、支持アー
ム4を畏く形成してその中間部に脚本体1の上端1IK
−枢着5し、傾動調節部材1Gの他端部を、支持アーム
4の外端部に一着12しである。
FIG. 4 and FIG. 5 show another aspect IIf of the above embodiment, and the fourth figure shows the tilt adjustment member 10.
The other end of the support arm 4 is pivoted 12 at a distance from the pin 5. In addition, the one shown in FIG.
- The other end of the tilt adjustment member 1G is attached to the outer end of the support arm 4.

tJl、6図はさらに他の実施例を示したもので、適用
する型枠が長大成はかなりの高さを有する場合において
、その安定保持や大きな重量を支持するに適している。
tJl, Figure 6 shows yet another embodiment, which is suitable for stably holding the formwork and supporting a large weight when the formwork to be applied has a considerable height.

この場合には、2本の脚本体1m・1bを型枠の長さ方
向に適宜な間隔、おい、工17.N、:’、 17 K
よっ?!*L、!□°□”ム 結材17.17の中  に支持柱体18を固定し、これ
に支持アーム4及び傾動調節部材10の一端部!それぞ
れビン5.11により枢着する。なお、この実施例の場
合、支持アーム4及び傾動調節部材lOの一方又F1両
方゛を検数にして、他の部材例えば脚本体1m、1b等
にビンで結合させるよう′してもよ! さらに1前記の各実施−においては、脚本体lfビン5
より上方に高く突出するように形成して、傾動調節部材
10の一端atビン5より上方位置に枢着し、その他端
を、縦バタ2111支持アームに枢着させることも可能
である。
In this case, the two script bodies 1m and 1b are spaced at appropriate intervals in the length direction of the formwork. N, :', 17 K
Yo? ! *L,! □°□'' The support column 18 is fixed in the tie member 17.17, and one end of the support arm 4 and the tilting adjustment member 10 are pivotally connected to this by pins 5.11, respectively. In this case, one or both of the support arm 4 and the tilt adjustment member 1O or both F1 may be used as a count and connected to other members, such as the script body 1m, 1b, etc. with a bottle.Furthermore, each of the above-mentioned In implementation, script font lf bin 5
It is also possible to form the tilt adjustment member 10 so as to protrude higher and to have one end of the tilt adjustment member 10 pivotally connected to a position above the AT bin 5, and the other end to be pivotally connected to the vertical butterfly 2111 support arm.

以上説明したように、本発明は、型枠に塚付けられるよ
うにした支持アームに%定行車輪全備えた支脚全昇降調
節自在に設けた脚本体1傾動調節自在に設けたので、各
種の型枠を、支持して部局、確実に走行移動させ得ると
ともに、型枠の巾方向の移−調節や法線の調節或は昇降
等、型枠のセットや脱型も簡易な操作で迅速、確実に行
うことができ、しかも構造が極めて簡単で安価に提供す
ることができる等、優れ九効果を有するものである。
As explained above, in the present invention, the support arm, which is attached to the formwork, is equipped with a support leg equipped with all fixed wheels, and the tilting of the script body 1 is freely adjustable. The formwork can be supported and moved reliably, and the formwork can be set and removed quickly with simple operations, such as adjusting the width of the formwork, adjusting the normal line, and raising and lowering it. This method has nine excellent effects, such as being able to perform the process reliably, having an extremely simple structure, and being inexpensive.

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

81図は型枠に本発明装置を取付けたところを示す斜面
図、i@2図は同正面図、填3図H;〜に)はそれぞれ
同型枠の脱型および移動時の状詐の概要を示し大正面図
、第4図および纂5図は本発明装置の他の実施例管示し
た正面図、第6図は同じくさらに他の実施例管示【7た
斜面図である。。 A・・・型枠  B・・・レール  C・・・地盤1・
・・脚禾体    2・・・縦バタ3・・・せ’if 
    4・・・支持アーム5・・・ビン     6
・・・車輪 7・・・支脚     8−・油圧シリンダー9・・・
伸縮機構  10−・傾動調節部材11 、12−・・
ビン 15−・・横方向fIii節装置16−コンクリ
ート 第1図 第3 第4゛図 第5図
Figure 81 is a perspective view showing the device of the present invention attached to the formwork, Figure i@2 is a front view of the same, and Figure 3H (~) is an overview of the damage caused during demolding and movement of the formwork, respectively. 4 and 5 are front views showing other embodiments of the apparatus of the present invention, and FIG. 6 is a perspective view showing still another embodiment of the apparatus. . A... Formwork B... Rail C... Ground 1.
...Leg body 2...Vertical flap 3...Se'if
4...Support arm 5...Bin 6
...Wheel 7...Support leg 8-・Hydraulic cylinder 9...
Expanding/contracting mechanism 10-・Tilt adjustment member 11, 12-...
Bin 15--Transverse fIiii joint device 16-Concrete Fig. 1 Fig. 3 Fig. 4 Fig. 5

Claims (1)

【特許請求の範囲】[Claims] 型枠に職付けられるようにした支持アームに1脚本体を
傾動調節自在に設けるとともに、該脚本体には、走行車
輪會備え友支脚を昇降調節自在に設けたことを特徴とす
る、型枠用脚本装置。
A formwork, characterized in that a support arm that can be attached to the formwork is provided with a base body that can be tilted and adjusted freely, and the base body is provided with a support leg that is equipped with a running wheel assembly and can be raised and lowered. Screenwriting device.
JP10815381A 1981-07-13 1981-07-13 Leg castor apparatus for mold frame Granted JPS5873661A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10815381A JPS5873661A (en) 1981-07-13 1981-07-13 Leg castor apparatus for mold frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10815381A JPS5873661A (en) 1981-07-13 1981-07-13 Leg castor apparatus for mold frame

Publications (2)

Publication Number Publication Date
JPS5873661A true JPS5873661A (en) 1983-05-02
JPH0138943B2 JPH0138943B2 (en) 1989-08-17

Family

ID=14477285

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10815381A Granted JPS5873661A (en) 1981-07-13 1981-07-13 Leg castor apparatus for mold frame

Country Status (1)

Country Link
JP (1) JPS5873661A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101034728B1 (en) * 2008-10-23 2011-05-17 강남훈 Traveling way construction slipfoam of automated guideway transit type light weight railway

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5026329A (en) * 1973-07-11 1975-03-19
JPS5254233A (en) * 1975-10-28 1977-05-02 Nobuyuki Matsugashita Concrete form with running wheels

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5026329A (en) * 1973-07-11 1975-03-19
JPS5254233A (en) * 1975-10-28 1977-05-02 Nobuyuki Matsugashita Concrete form with running wheels

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101034728B1 (en) * 2008-10-23 2011-05-17 강남훈 Traveling way construction slipfoam of automated guideway transit type light weight railway

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JPH0138943B2 (en) 1989-08-17

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