JPH0235947Y2 - - Google Patents

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Publication number
JPH0235947Y2
JPH0235947Y2 JP13254086U JP13254086U JPH0235947Y2 JP H0235947 Y2 JPH0235947 Y2 JP H0235947Y2 JP 13254086 U JP13254086 U JP 13254086U JP 13254086 U JP13254086 U JP 13254086U JP H0235947 Y2 JPH0235947 Y2 JP H0235947Y2
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JP
Japan
Prior art keywords
formwork
concrete
slope
adjusted
wheels
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
Application number
JP13254086U
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Japanese (ja)
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JPS6249552U (en
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Priority to JP13254086U priority Critical patent/JPH0235947Y2/ja
Publication of JPS6249552U publication Critical patent/JPS6249552U/ja
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Publication of JPH0235947Y2 publication Critical patent/JPH0235947Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は法面等にコンクリートを打設するため
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 movable formwork device for placing concrete on slopes, etc.

法面等にコンクリートを打設する従来の型枠装
置は、構造が複雑で高価であるばかりでなく、法
面の傾斜角度や打設コンクリートの厚さに応じて
型枠をセツトすることがきわめて面倒で、型枠の
セツトに熟練と長時間を要すると共に、打設した
コンクリートが固化した後の型枠の撤去、移動が
円滑に行ない得ない等、多くの欠点があつた。
Conventional formwork equipment for pouring concrete onto slopes, etc. not only has a complicated and expensive structure, but also has difficulty in setting the formwork according to the inclination angle of the slope and the thickness of the poured concrete. It is troublesome and requires skill and a long time to set up the formwork, and it has many drawbacks, such as the fact that the formwork cannot be removed or moved smoothly after the poured concrete has hardened.

本考案者は、かかる状況にかんがみ、特開昭52
−54233号のような、型枠の各種調節機能を備え
た走行式による法面の移動型枠装置の開発に成功
した。この発明による法面の移動型枠装置は、腕
材にせき板を架設した型枠の下部に、L型プレー
トを介して移動用車輪を型枠の上下方向及び横断
方向に移動調節自在に設けるとともに、型枠の上
端部に型枠傾斜角調節装置を介して水平方向の梁
材を連結し、型枠を法面の下部に敷設のレールに
車輪を介して支持するとともに、胴材を法面の上
部にふせつのレールに車輪を介して支持させるよ
うにしたもので、型枠のセツトやコンクリートよ
りの剥離及び型枠の移動が容易で、型枠施工が能
率よく行い得るようになつたばかりでなく、コン
クリートの厚さや傾斜角度に対応した調整も容易
にできるようになつた。
In view of this situation, the inventor of the present invention
-Successfully developed a traveling type mobile formwork device for slopes equipped with various formwork adjustment functions, such as No. 54233. In the movable formwork device for slopes according to the present invention, moving wheels are provided at the bottom of the formwork in which a weir plate is installed on the arm members, through an L-shaped plate, so that the movement can be adjusted in the vertical and transverse directions of the formwork. At the same time, horizontal beams are connected to the upper end of the formwork via a formwork inclination angle adjustment device, and the formwork is supported via wheels on rails laid at the bottom of the slope. This type of concrete is supported by wheels on a rail attached to the top of the surface, making it easy to set the formwork, peel it off from concrete, and move the formwork, making formwork construction more efficient. In addition, it has become easier to make adjustments according to the thickness of the concrete and the angle of inclination.

しかし、この発明の装置では、型枠の下部にあ
る車輪は、型枠の上下方向及び横断方向に対して
移動するにしても、その取付け角度は固定的であ
るため、コンクリートの傾斜角度が所定の角度よ
り大巾に変わつた場合には、車輪とレールとの係
合の許容範囲を越えることになつて、型枠の支持
や走行に不都合が生じることになる。そのため、
この発明装置では、コンクリートの傾斜がある程
度以上変わつた場合には、それに対応して車輪付
のL型プレートを取換えるようにしなければなら
ず、多くの機種を要するとともに、その付け換え
作業も面倒となる。また、前記の車輪はL型プレ
ートの横方向部材に対して摺動により移動調節さ
れるため、大荷重を受けた場合は移動調節が実際
上困難となるので、大型型枠に対しては適用でき
ない等、さらに改善すべき問題点が残されてい
る。
However, in the device of this invention, even though the wheels at the bottom of the formwork move in the vertical and transverse directions of the formwork, their mounting angle is fixed, so the inclination angle of the concrete remains constant. If the angle changes to a width greater than , the permissible range of engagement between the wheels and the rails will be exceeded, resulting in inconvenience in supporting and running the formwork. Therefore,
With this device, if the slope of the concrete changes beyond a certain level, the L-shaped plate with wheels must be replaced accordingly, which requires many models and the replacement work is also troublesome. becomes. In addition, since the aforementioned wheels are adjusted in movement by sliding against the lateral members of the L-shaped plate, it becomes difficult to adjust the movement in practice when a large load is applied, so this is not applicable to large formworks. There are still problems that need to be improved, such as the fact that it is not possible to do so.

本考案は、前述のような問題点を解決するため
になされたもので、型枠の下部における車輪を、
型枠に対し、上下移動と横移動と傾動とが自在に
行えるような取付構造のものとすることにより、
型枠のセツト、リセツト及び移動が極めて容易に
行い得ることは勿論、様々なコンクリートの傾斜
や厚みに広汎に対応させることができ、また、大
重量の大型型枠においても車輪の移動調節が容易
に行えるようにするとともに、型枠の上部におけ
る調節作業も容易な移動型枠装置を提供しようと
するものである。
This invention was made to solve the above-mentioned problems, and the wheels at the bottom of the formwork
By having a mounting structure that allows for free vertical movement, horizontal movement, and tilting relative to the formwork,
Not only can the formwork be extremely easily set, reset, and moved, but it can also be adapted to a wide variety of concrete slopes and thicknesses, and wheel movement can be easily adjusted even for large, heavy formwork. It is an object of the present invention to provide a movable formwork device that allows easy adjustment of the upper part of the formwork.

以下、本考案の実施例について、図面を参照し
て説明する。
Embodiments of the present invention will be described below with reference to the drawings.

第1図、第2図において、1はコンクリートを
打設する法面2の基部に沿つてあらかじめ打設さ
れたコンクリート基礎面で、その基礎面1上には
法面2より所定間隔をおいて下部レール3が敷設
されている。
In Figures 1 and 2, 1 is a concrete foundation surface that has been poured in advance along the base of the slope 2 on which concrete is to be poured, and a predetermined interval is placed on the foundation surface 1 from the slope 2. A lower rail 3 is installed.

4は法面コンクリート打設用の型枠で、縦バタ
等よりなる腕材5にせき板6を架設して形成され
ている。型枠の腕材5の下部には、型枠の外方に
向けてブラケツト7が突設されており、ブラケツ
ト7の先端部には、走行脚車8の上端部が型枠4
の長さ方向のピン9により枢着されている。
4 is a formwork for pouring concrete on a slope, and is formed by constructing a weir plate 6 on an arm member 5 made of vertical battens or the like. At the lower part of the arm member 5 of the formwork, a bracket 7 is provided to protrude outward from the formwork, and at the tip of the bracket 7, the upper end of the traveling caster 8 is attached to the formwork 4.
It is pivoted by a pin 9 in the longitudinal direction.

走行脚車8は、上下方向に長く形成した脚杆1
0に、下端に車輪11を有する支脚12が、ジヤ
ツキ或は油圧シリンダ等による昇降調節装置13
を介して昇降移動調節自在に設けられたものとな
つている。そして、脚杆10の中間部と腕材5の
ブラケツト7を取付けた個所より下部の間とは、
両端部をそれぞれ14,14により枢支した伸縮
調節部材15により連結され、この部材15の伸
縮調節操作により、走行脚車8はピン9回りに回
動し型枠4に対し自在に傾動調節されることにな
る。
The traveling caster 8 has leg rods 1 formed long in the vertical direction.
0, a supporting leg 12 having a wheel 11 at the lower end is connected to a lifting adjustment device 13 using a jack or a hydraulic cylinder.
It is provided so that it can be moved up and down freely. And, the space between the middle part of the leg rod 10 and the lower part of the arm member 5 than the part where the bracket 7 is attached is,
They are connected by a telescopic adjustment member 15 whose both ends are pivoted by 14, 14, respectively, and by the telescopic adjustment operation of this member 15, the traveling caster 8 rotates around the pin 9 and is freely adjusted in tilt relative to the formwork 4. That will happen.

なお、図示を略しているが、脚杆10をピン9
より上方に長く突出させておき、伸縮調節部材1
5をピン9の枢着位置より上位において脚杆10
と腕材5とに枢支させるようにすることもでき
る。
Although not shown, the leg rod 10 is connected to the pin 9.
The telescopic adjustment member 1 is made to protrude further upward.
5 to the leg rod 10 above the pivot position of pin 9.
It is also possible to have it pivoted on the arm member 5 and the arm member 5.

また、23は法面2の頂部平面L上に下部レー
ル3と平行に施設された上部レールで、頂部平面
Lに打込んだ固定金具24により固定されてお
り、このレール23には、下面にレール23を挟
着する溝車21とローラ22を回動自在に設けた
台車20が、レール23に沿つて走行自在に取付
けられている。この台車20には摺動孔25が設
けてあつて、これには型枠4の横断方向に長く形
成した梁材16の基端部が摺動自在に嵌合されて
いる。また、梁材16の適所と台車20とは、そ
れぞれ両端をピン26,26で枢着した伸縮調節
部材18によつて連結されている。したがつて、
この伸縮調節部材18を伸縮させることによつ
て、梁材16は台車20内に出入りし、台車20
から梁材16の他端までの張出し長さが任意に調
節されることになる。そして、この梁材16の他
端部と型枠4の腕材5の上端部とは、水平軸17
によつて互いに回動自在に連結されている。
Further, 23 is an upper rail installed parallel to the lower rail 3 on the top plane L of the slope 2, and is fixed by a fixing fitting 24 driven into the top plane L. A trolley 20 rotatably provided with a groove wheel 21 and rollers 22 that sandwich a rail 23 is mounted so as to be freely movable along the rail 23. This truck 20 is provided with a sliding hole 25, into which the base end of a beam 16 formed long in the transverse direction of the formwork 4 is slidably fitted. Further, the proper position of the beam member 16 and the carriage 20 are connected by an expansion/contraction adjustment member 18 whose both ends are pivotally connected by pins 26, 26, respectively. Therefore,
By expanding and contracting the expansion/contraction adjustment member 18, the beam 16 moves in and out of the truck 20.
The overhanging length from this to the other end of the beam member 16 can be arbitrarily adjusted. The other end of the beam 16 and the upper end of the arm 5 of the formwork 4 are connected to a horizontal axis 17.
are rotatably connected to each other by.

なお、腕材5と梁材16とを連結した上記の装
置は、下部レール3及び上部レール23に沿つて
所定間隔をおいて配設される。
Note that the above-mentioned device that connects the arm member 5 and the beam member 16 is arranged along the lower rail 3 and the upper rail 23 at a predetermined interval.

上記構成よりなる本発明装置を用いて法面2に
コンクリートを打設するには、第1図に示すよう
に、装置を上下レール23,3に沿つて所定位置
まで走行移動させ、型枠4を所要状態にセツトす
る、セツトにあたつて、型枠の高さを調節する必
要がある場合には、昇降調節装置13を操作して
支脚12を昇降させて調節することができる。ま
た、法面2に打設するコンクリートの傾斜角度や
コンクリートの厚さを調節する場合には、伸縮調
節部材15を伸縮させて軸17を中心に腕材8を
傾倒させたり、伸縮調節部材18を伸縮して梁材
16の張出長さを調節し、腕材8の上端部を矢印
のように内外方に移動させて自由に調節すること
ができる。そして、型枠4のセツト後は、従来公
知の方法、例えば法面2に打込んだアースアンカ
ー又はロツクアンカーを介してボールト等で型枠
4を固定し、セツトした型枠内Hにコンクリート
を打設する。
In order to place concrete on the slope 2 using the apparatus of the present invention having the above-mentioned configuration, as shown in FIG. If it is necessary to adjust the height of the formwork during the setting process, the height of the formwork can be adjusted by operating the elevation adjustment device 13 to raise and lower the supporting legs 12. In addition, when adjusting the inclination angle or the thickness of concrete to be cast on the slope 2, the expansion and contraction adjustment member 15 can be expanded and contracted to tilt the arm member 8 about the shaft 17, or the expansion and contraction adjustment member 18 can be adjusted. The extension length of the beam member 16 can be adjusted by expanding and contracting the arm member 8, and the upper end of the arm member 8 can be freely adjusted by moving the arm member 8 inwardly and outwardly as shown by the arrows. After setting the formwork 4, the formwork 4 is fixed by a conventionally known method, for example, with a vault or the like via an earth anchor or lock anchor driven into the slope 2, and concrete is poured into the set formwork H. Pour concrete.

打設したコンクリートが固化したならば、伸縮
調節部材15及び18を伸縮操作して型枠4をコ
ンクリートの壁面より引離し、装置を上下レール
23,3に沿つて次の打設位置まで走行移動さ
せ、再度型枠をセツトして順次コンクリートを打
設して行くのである。
Once the poured concrete has solidified, the expansion/contraction adjustment members 15 and 18 are expanded and contracted to separate the formwork 4 from the concrete wall, and the device is moved along the upper and lower rails 23, 3 to the next pouring position. Then, the formwork was set up again and concrete was poured in sequence.

第3図は、梁材16の張出長さを調節する機構
の他の実施例を示したもので、この図に示す梁材
は基端部梁材16aと先端部梁材16bとに分割
されて互いに伸縮調節部材18により結合されて
一体のものに形成されている。そして、伸縮調節
部材18を伸縮させることによつて梁材16の実
質的な長さ、つまりは、上部レール23からの梁
材16の張出し長さが自在に調節できるようにな
る。また、このほか、図示を略しているが、例え
ば2本の梁を互いに入れ込み式にして、これを伸
縮部材によつて出し入れできるような構造のもの
を用いることもできる。
FIG. 3 shows another embodiment of the mechanism for adjusting the length of the beam 16. The beam shown in this figure is divided into a base beam 16a and a tip beam 16b. and are connected to each other by a telescopic adjustment member 18 to form an integral body. By expanding and contracting the expansion/contraction adjustment member 18, the substantial length of the beam 16, that is, the length of the beam 16 extending from the upper rail 23 can be freely adjusted. In addition, although not shown in the drawings, it is also possible to use a structure in which, for example, two beams are inserted into each other and can be moved in and out using a telescopic member.

第4図は、第1図に示す架台4の他の実施例を
示したもので、走行脚車8の2台を上下の横杆2
7,27で結合し、横杆27,27の中間部に縦
杆28を架設した構成となつている。そして、縦
杆28の上端部をピン9によりブラケツト7に枢
着するのである。この場合、伸縮調節部材15の
枢着個所は、縦杆28の下端部のX点とするのが
よい。この実施例の走行脚車8はその2台の脚車
8,8の両車輪11,11によつてレール3上を
走行するので、型枠が大型のものであつても特に
安定して移動することができる。
FIG. 4 shows another embodiment of the pedestal 4 shown in FIG.
7 and 27, and a vertical rod 28 is installed between the horizontal rods 27 and 27. The upper end of the vertical rod 28 is pivotally connected to the bracket 7 by a pin 9. In this case, the pivot point of the expansion/contraction adjustment member 15 is preferably the X point at the lower end of the vertical rod 28. Since the running caster 8 of this embodiment runs on the rail 3 by the wheels 11, 11 of the two casters 8, 8, it moves particularly stably even if the formwork is large. can do.

以上説明したように、本考案の型枠装置は、型
枠の下部に突設したブラケツトの先端部に、レー
ル上を走行できる車輪を昇降調節自在に設けた走
行脚車を傾動調節自在に設けると共に、型枠の上
端部に、型枠の横断方向に長い梁材の基端部を枢
着し、この梁材の先端部には、法面の頂部に敷設
されたレールに係合して走行できる台車を、梁材
の長手方向に沿つて移動調節自在に設けた構成と
したので、次のような効果を有するものである。
As explained above, the formwork device of the present invention is provided with a traveling caster, which is equipped with wheels that can run on rails and whose tilt can be adjusted freely, at the tip of a bracket that protrudes from the bottom of the formwork. At the same time, the base end of a beam that is long in the transverse direction of the formwork is pivotally attached to the upper end of the formwork, and the tip of this beam is attached to a rail that engages with a rail laid on the top of the slope. Since the movable cart is provided so as to be movable and adjustable along the longitudinal direction of the beam, the following effects are achieved.

(1) 型枠の下部は走行脚車の車輪を介してレール
に支持され、また型枠の上部は梁材及びそれに
取付けの車輪を介してレールに支持されている
ので、型枠の支持が確実であるとともに、型枠
の移動が容易、円滑にできる。
(1) The lower part of the formwork is supported by the rails via the wheels of the traveling gear, and the upper part of the formwork is supported by the rails via the beams and wheels attached to them, so the support of the formwork is It is reliable and allows the formwork to be moved easily and smoothly.

(2) 型枠下部の走行脚車は、昇降調節装置を備え
ているとともに、伸縮調節装置により型枠との
相対間隔及び傾斜角度が自在に調節できるよう
になつているので、型枠の高さ調節及び型枠の
横断方向の位置調節が容易にでき、施工するコ
ンクリートの厚みの変化に対して広汎に対応す
ることができるばかりでなく、型枠との相対位
置が変化しても、走行脚車は常にほぼ垂直状態
に保つことができ、型枠の支持が確実で、大重
量の型枠においても調節操作が容易にできる。
(2) The traveling casters at the bottom of the formwork are equipped with a lifting adjustment device, and the relative distance and inclination angle with respect to the formwork can be freely adjusted using a telescopic adjustment device, so the height of the formwork can be adjusted. It is easy to adjust the height and position of the formwork in the transverse direction, and not only can it accommodate a wide range of changes in the thickness of the concrete being constructed, but it also allows for easy movement even if the relative position with the formwork changes. The casters can be kept almost vertically at all times, ensuring reliable support of the formwork, and making it easy to adjust even heavy formwork.

(3) 型枠の上部は、梁材に設けた伸縮調節部材の
操作による梁材の実質的な伸縮調節によつて、
上部レールとの距離を自在に変更することがで
きるので、この伸縮調節部材と走行脚車の方の
伸縮調節部材の操作だけで、型枠の傾斜角度及
び型枠の法面よりの間隔が容易に調節できる。
(3) The upper part of the formwork can be adjusted by substantially expanding and contracting the beams by operating expansion and contraction adjustment members provided on the beams.
Since the distance from the upper rail can be freely changed, the inclination angle of the formwork and the distance from the slope of the formwork can be easily adjusted just by operating this telescopic adjustment member and the telescopic adjustment member of the traveling caster. It can be adjusted to

(4) 型枠上部の状態を調節する伸縮調節部材は、
梁材の基端部近く設けられているので、その調
節作業は法面の頂平面上で行うことができ、安
全かつ容易にできる。
(4) The telescopic adjustment member that adjusts the condition of the upper part of the formwork is
Since it is provided near the base end of the beam, adjustment work can be done on the top plane of the slope, making it safe and easy.

(5) 梁材の伸縮調節部材或は走行脚車に取付けた
伸縮調節部材を操作するだけで、せき板を固化
したコンクリートの壁面よりきわめて容易に引
離すことができる。
(5) Just by operating the expansion/contraction adjustment member of the beam material or the expansion/contraction adjustment member attached to the traveling caster, the weir plate can be pulled away from the solidified concrete wall extremely easily.

(6) 構造がきわめて簡単で安価に製作し得ると共
に、操作も簡単で容易、安全に取扱うことがで
きる。
(6) The structure is extremely simple and can be manufactured at low cost, and the operation is simple, easy, and safe.

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

第1図は本考案の一実施例による装置及び同装
置による施工態様を示した側面図、第2図は同装
置の要部拡大側面図、第3図は同装置の他の実施
例を示す要部拡大側面図、第4図は同装置におけ
る走行脚車の他の実施例を示す正面図である。 1……基礎面、2……法面、3……下部レー
ル、4……型枠、5……腕材、6……せき板、7
……ブラケツト、8……走行脚車、9……ピン、
10……脚杆、11……車輪、12……支脚、1
3……昇降調節装置、15……伸縮調節部材、1
6……梁材、17……連結軸、18……伸縮調節
部材、20……台車、21……車輪、23……上
部レール。
Fig. 1 is a side view showing a device according to an embodiment of the present invention and a construction mode using the same device, Fig. 2 is an enlarged side view of the main part of the device, and Fig. 3 is a side view showing another embodiment of the same device. FIG. 4 is an enlarged side view of the main part and a front view showing another embodiment of the traveling leg vehicle in the same device. 1...Foundation surface, 2...Slope surface, 3...Lower rail, 4...Formwork, 5...Arm material, 6...Weir board, 7
... Bracket, 8 ... Traveling gear, 9 ... Pin,
10... Leg rod, 11... Wheel, 12... Support leg, 1
3... Elevation adjustment device, 15... Telescopic adjustment member, 1
6...Beam material, 17...Connection shaft, 18...Expansion adjustment member, 20...Dolly, 21...Wheel, 23...Upper rail.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 型枠の下部に突設したブラケツトの先端部に、
レール上を走行できる車輪を昇降調節自在に設け
た走行脚車を傾動調節自在に設けると共に、型枠
の上端部に、型枠の横断方向に長い梁材の基端部
を枢着し、この梁材の先端部には、法面の頂部に
敷設されたレールに係合して走行できる台車を、
梁材の長手方向に沿つて移動調節自在に設けたこ
とを特徴とする、移動型枠装置。
At the tip of the bracket protruding from the bottom of the formwork,
A traveling caster vehicle with wheels that can run on rails that can be adjusted up and down is provided, and the base end of a beam that is long in the transverse direction of the formwork is pivotally attached to the upper end of the formwork. At the tip of the beam, there is a trolley that can run by engaging with the rails laid at the top of the slope.
A movable formwork device characterized in that it is provided to be movable and adjustable along the longitudinal direction of a beam material.
JP13254086U 1986-08-29 1986-08-29 Expired JPH0235947Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13254086U JPH0235947Y2 (en) 1986-08-29 1986-08-29

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13254086U JPH0235947Y2 (en) 1986-08-29 1986-08-29

Publications (2)

Publication Number Publication Date
JPS6249552U JPS6249552U (en) 1987-03-27
JPH0235947Y2 true JPH0235947Y2 (en) 1990-10-01

Family

ID=31032023

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13254086U Expired JPH0235947Y2 (en) 1986-08-29 1986-08-29

Country Status (1)

Country Link
JP (1) JPH0235947Y2 (en)

Also Published As

Publication number Publication date
JPS6249552U (en) 1987-03-27

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