JPS6335782B2 - - Google Patents
Info
- Publication number
- JPS6335782B2 JPS6335782B2 JP3830783A JP3830783A JPS6335782B2 JP S6335782 B2 JPS6335782 B2 JP S6335782B2 JP 3830783 A JP3830783 A JP 3830783A JP 3830783 A JP3830783 A JP 3830783A JP S6335782 B2 JPS6335782 B2 JP S6335782B2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- formworks
- threaded rod
- jack
- pin
- 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 57
- 239000000463 material Substances 0.000 claims description 6
- 238000010276 construction Methods 0.000 description 4
- 238000007493 shaping process Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【発明の詳細な説明】
本発明は、型枠に移動車輪を取付けた壁体コン
クリート用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 wall concrete in which moving wheels are attached to the formwork.
従来のこの種型枠装置は、せき板とバタ材とを
組合せた型枠を門型フレイム等の架台に支持さ
せ、これに移動用の車輪を装着した構造のものが
大部分であつた。従つて、この種の型枠装置は型
枠のほかに大型な移動設備を要して重量が極めて
大となり、広い用地を必要とし、作業性も悪く、
経済的でない等多くの欠点があつた。 Most conventional formwork devices of this type have a structure in which a formwork made of a combination of weir plates and batten material is supported on a frame such as a gate-shaped frame, and wheels for movement are attached to this. Therefore, this type of formwork equipment requires large moving equipment in addition to the formwork, is extremely heavy, requires a large area, and has poor workability.
It had many drawbacks such as being uneconomical.
本発明は、前記従来の欠点に鑑みなされたもの
で、型枠は一般にせき板や縦バタ、横バタの組合
せであつてそれ自体剛性の高いものであるところ
から、その剛性を活用し、一対の型枠の上部を胴
材を介して互に回動自在かつ横方向に移動調節自
在に連結すると共に、各型枠の外側下部に、型枠
移動用の車輪を上下方向および横方向に移動調節
できるようにした調節走行脚車を装着することに
より、大型の移動型枠を支持してこれの走行移動
を行わせるとともに、型枠の整型、調節、脱型の
諸操作が簡易、確実に行うことのできる、軽量で
経済性の高い壁体コンクリート用移動型枠装置を
提供しようとするものである。 The present invention has been made in view of the above-mentioned drawbacks of the conventional art. Formwork is generally a combination of shedding plates, vertical flaps, and horizontal flaps, and is itself highly rigid. The upper parts of the formworks are connected to each other through the body material so that they can rotate freely and adjust their movement in the lateral direction, and wheels for moving the formworks are placed at the lower part of the outer side of each formwork and can be moved in the vertical and lateral directions. By installing an adjustable traveling caster that can be adjusted, it supports and moves a large movable formwork, and also allows operations such as shaping, adjusting, and demolding the formwork to be performed easily and reliably. The purpose of the present invention is to provide a lightweight and highly economical mobile formwork device for wall concrete that can be used to form concrete walls.
以下、本発明装置の実施例を図面を参照して説
明する。 Embodiments of the apparatus of the present invention will be described below with reference to the drawings.
図において1,1′は対向して配置された一対
の型枠で、横バタ(図示を略す)を連結した上下
方向に長い腕材2,2′の各対向面側にはせき板
3,3を取付けて形成されている。一方の型枠1
の腕材2の上端には横形ジヤツキ5が固設されて
おり、また、他方の型枠1′の腕材2′の上端に
は、一方の型枠に向けてほぼ水平に突出する胴材
4が設けられている。前記の横形ジヤツキ5は、
横長のボツクス6内に水平方向のネジ棒7が回動
自在に配設され、これに、ボツクス6の横長孔8
より外方に突出した連結ピン9が螺合されてお
り、ネジ棒7を回動させることにより連結ピン9
が横長孔8に沿つて横方向に移動されるようにな
つている。なお、この横形ジヤツキ5の構成は従
来公知のものである。そして、横形ジヤツキ5の
連結ピン9は前記の胴材4の先端部に回動自在に
結合されている。したがつて、一対の型枠1,
1′は横ジヤツキ5の介在によつて相互に矢印a
のように回動自在で、かつ矢印bのように横移動
自在な結合となつている。 In the figure, reference numerals 1 and 1' denote a pair of formworks placed opposite each other, and vertically long arm members 2 and 2' that connect horizontal flaps (not shown) are provided with weir plates 3 and 3 is attached. One formwork 1
A horizontal jack 5 is fixed to the upper end of the arm member 2 of the other formwork 1', and a body member that projects almost horizontally toward one formwork is attached to the upper end of the arm member 2' of the other formwork 1'. 4 is provided. The horizontal jack 5 is
A horizontal threaded rod 7 is rotatably disposed in a horizontally long box 6, and a horizontally long hole 8 in the box 6 is inserted into the horizontally long threaded rod 7.
A connecting pin 9 that protrudes further outward is screwed together, and by rotating the threaded rod 7, the connecting pin 9
is adapted to be moved laterally along the horizontally elongated hole 8. The configuration of this horizontal jack 5 is conventionally known. The connecting pin 9 of the horizontal jack 5 is rotatably connected to the tip of the body member 4. Therefore, a pair of formwork 1,
1' are mutually connected to each other by the interposition of the horizontal jack 5.
The joint is rotatable as shown in the figure, and can be moved laterally as shown by the arrow b.
また、各型枠1,1′の腕材2,2′の下部に
は、型枠1,1′の走行移動に加えて、型枠との
上下方向および横方向への相対位置の調節がで
き、型枠の整型、調節、剥離等の操作が行える走
行脚車10,10がそれぞれ装着されている。こ
の走行脚車10は、型枠1,1′に取付けられる
中空状の上下方向に長いジヤツキボツクス11内
にネジ棒12が回動自在に設けられ、ネジ棒12
にはネジ送りピン13が螺合され、これが回転操
作部14によりネジ棒12を回動させることによ
り、ジヤツキボツクス11に形成した縦長孔15
に案内されて上下動するようになつており、この
縦長孔15から外部へ突出したピン13に、下端
部を外方にほぼ直角に屈折させた突出部分16a
を有するL型プレート16の直角部の上部が取付
けられている。そして、L型プレート16の中間
部からは、ジヤツキボツクス11の下部に設けら
れた上下方向の長孔17に遊挿するピン18が突
設されている。従つて、L型プレート16は上下
に位置するピン13,18を介してジヤツキボツ
クス11に取付けられて、ネジ棒12の正逆転に
応じて矢印Cのように上下方向に移動調節される
ことになる。そして、L型プレート16の突出部
分16aにもその長手方向の長孔19およびネジ
棒20が設けられており、ネジ棒20には長孔1
9より突出したネジ送りピン21が螺合され、そ
のピン21には車輪23がブラケツト22を介し
て取付けられ、回転操作部25によりネジ棒20
を回動させることにより矢印dのように横方向に
移動調節されるようになつている。 In addition to the travel movement of the formworks 1, 1', the lower parts of the arm members 2, 2' of each formwork 1, 1' are capable of adjusting the relative position in the vertical and lateral directions with respect to the formworks. Traveling casters 10, 10, which can perform operations such as shaping, adjusting, and peeling off the formwork, are each mounted thereon. This traveling caster 10 has a threaded rod 12 rotatably provided in a hollow vertically elongated jack box 11 attached to formworks 1 and 1'.
A screw feed pin 13 is screwed into the screw feed pin 13, which is rotated by the rotation operation unit 14 to rotate the threaded rod 12 to open the vertical hole 15 formed in the jack box 11.
A protruding portion 16a whose lower end is bent outward at a substantially right angle is attached to the pin 13 which protrudes outward from the vertically elongated hole 15.
The upper part of the right angle part of the L-shaped plate 16 is attached. A pin 18 is protruded from the middle portion of the L-shaped plate 16 and is loosely inserted into an elongated hole 17 provided in the lower part of the jack box 11 in the vertical direction. Therefore, the L-shaped plate 16 is attached to the jack box 11 via the pins 13 and 18 located above and below, and is adjusted to move up and down in the direction of arrow C according to the forward and reverse rotation of the threaded rod 12. . The protruding portion 16a of the L-shaped plate 16 is also provided with a long hole 19 and a threaded rod 20 in its longitudinal direction.
A screw feed pin 21 protruding from 9 is screwed together, a wheel 23 is attached to the pin 21 via a bracket 22, and the screw rod 20 is
By rotating , it is possible to adjust the movement in the lateral direction as shown by arrow d.
なお、前記の各ジヤツキ機構はネジ棒によるも
のを適用しているが、これはオイルジヤツキを含
め従来公知の技術を採用できることは勿論であ
る。 Although each of the jack mechanisms described above uses a threaded rod, it goes without saying that any conventionally known technology, including an oil jack, may be used.
次に、本発明装置の使用例について説明する
と、一般的には、施工する壁体Aは既設の基礎構
造物B上に構成される。基礎構造物に隣接した両
側には、その長手方向に沿つて、型枠の車輪2
3,23を載置するレール24,24が敷設され
る。そして、本発明装置は車輪23,23を介し
てレール24,24に載置され、所定の施工位置
に走行移動により搬入される。 Next, an example of the use of the apparatus of the present invention will be described. Generally, a wall A to be constructed is constructed on an existing foundation structure B. On both sides adjacent to the foundation structure, along its longitudinal direction, formwork wheels 2
Rails 24, 24 on which 3, 23 are placed are laid. Then, the device of the present invention is placed on rails 24, 24 via wheels 23, 23, and transported to a predetermined construction position by running movement.
施工位置においては各型枠1,1′を所定の姿
形に位置決めするが、まず型枠1,1′の上下位
置は走行脚車10,10のネジ棒12,12を回
動してL型プレート16,16の位置を上下に調
節することにより行われる。そして、型枠1,
1′の下部の位置決めおよび型枠1,1′の相互間
隔はL型プレート16,16のネジ棒20,20
を回動して、L型プレート16,16と車輪2
3,23との相対横移動により行われ、また、型
枠1,1′の上部における間隔は、横形ジヤツキ
5のネジ棒7を回動して連結ピン9を横方向に移
動させることにより行われる。更に、型枠の整形
においてはその法線合せを行う必要があるが、そ
れには、前記したネジ棒7および20の回動によ
る型枠1,1′の上下の間隔調節に加えて、各型
枠1,1′の走行脚車10,10のネジ棒12,
12を回動して各L型プレート16,16の上下
位置を個別に調節すれば容易に行うことができ
る。 At the construction position, each formwork 1, 1' is positioned in a predetermined shape. First, the vertical position of the formworks 1, 1' is adjusted by rotating the threaded rods 12, 12 of the traveling casters 10, 10. This is done by adjusting the positions of the mold plates 16, 16 up and down. And formwork 1,
1' and the mutual spacing between the formworks 1 and 1' are determined by the threaded rods 20 and 20 of the L-shaped plates 16 and 16.
Rotate the L-shaped plates 16, 16 and the wheels 2.
3 and 23, and the spacing at the top of the formworks 1 and 1' is adjusted by rotating the threaded rod 7 of the horizontal jack 5 and moving the connecting pin 9 laterally. be exposed. Furthermore, when shaping the formwork, it is necessary to align the normal lines of the formwork, which requires not only adjusting the vertical distance between the formworks 1 and 1' by rotating the threaded rods 7 and 20 described above, but also adjusting the vertical distance between the formworks 1 and 1'. The threaded rod 12 of the traveling gear 10, 10 of the frame 1, 1',
This can be easily done by rotating the L-shaped plates 12 and individually adjusting the vertical position of each L-shaped plate 16, 16.
型枠1,1′間に打設したコンクリートの硬化
後は型枠の剥離を行うが、それには、横形ジヤツ
キ5を操作して連結ピン9を外方に移動させ型枠
1,1′の上部間隔を広げるとともに、L型プレ
ート16,16のネジ棒20,20を操作して型
枠1,1′の下部を車輪23,23に対して外方
へ移動させるのである。そして、型枠1,1′が
施工した壁体Aより十分離れたら、装置全体を押
進し、次の施工場所へ走行移動させるのである。 After the concrete poured between the formworks 1 and 1' has hardened, the formwork is peeled off. To do this, the horizontal jack 5 is operated to move the connecting pins 9 outwards to separate the formworks 1 and 1'. In addition to widening the upper space, the threaded rods 20, 20 of the L-shaped plates 16, 16 are operated to move the lower portions of the formworks 1, 1' outward relative to the wheels 23, 23. When the formworks 1, 1' are sufficiently far away from the constructed wall A, the entire apparatus is pushed forward and moved to the next construction site.
本発明装置は、上述のように構成されており、
一対の型枠は胴材を介した結合により剛性の高い
門形フレイム構造体をなし、しかも型枠の下部に
は直接的に走行脚車が装着されているので、従来
のような門型フレイムや台車等の大きな設備を設
ける必要がなく、型枠装置全体が軽量で安価に製
作できるとともに、型枠の整形、調節、剥離、走
行移動等の諸操作は、型枠の連結部をなしている
横形ジヤツキと各走行脚車の上下調節のネジ棒お
よび横方向調節のネジ棒をそれぞれ操作すること
により、従来装置では困難の多かつた、移動型枠
における調整等の諸操作が極めて簡易に行うこと
ができ、作業性が著しく向上され、かつ、型枠の
走行移動化にともなう広い作業用地の必要もな
く、壁体コンクリートの施工が極めて能率的、経
済的に行える等、多くの優れた効果を有するもの
である。 The device of the present invention is configured as described above,
The pair of formworks are connected through the body material to form a highly rigid gate-shaped frame structure, and since the traveling casters are directly attached to the bottom of the formwork, it is not possible to create a conventional gate-shaped frame. There is no need to install large equipment such as trolleys or trolleys, and the entire formwork device is lightweight and can be manufactured at low cost. Various operations such as shaping, adjusting, peeling, and traveling the formwork are performed using the connecting part of the formwork. By operating the vertical adjustment threaded rod and lateral adjustment threaded rod of the horizontal jack and each traveling caster, various operations such as adjustments on the movable formwork, which were often difficult with conventional equipment, are extremely simple. It has many excellent advantages, such as significantly improving work efficiency, eliminating the need for a large working area due to moving formwork, and making wall concrete construction extremely efficient and economical. It is effective.
図面は本発明装置の一実施例を示した側断面図
である。
A……施工する壁体、B……基礎構造物、1,
1′……型枠、2,2′……腕材、3……せき板、
4……胴材、5……横形ジヤツキ、6……ボツク
ス、7……ネジ棒、9……連結ピン、10……走
行脚車、11……ジヤツキボツクス、12……ネ
ジ棒、13……ネジ送りピン、16……L型プレ
ート、18……ピン、20……ネジ棒、21……
ネジ送りピン、23……車輪、24……レール。
The drawing is a side sectional view showing an embodiment of the device of the present invention. A... Wall to be constructed, B... Foundation structure, 1.
1'... Formwork, 2, 2'... Arm material, 3... Shelter board,
4... Trunk material, 5... Horizontal jack, 6... Box, 7... Threaded rod, 9... Connection pin, 10... Traveling caster, 11... Jacket box, 12... Threaded rod, 13... Screw feed pin, 16... L-shaped plate, 18... Pin, 20... Threaded rod, 21...
Screw feed pin, 23...wheel, 24...rail.
Claims (1)
その一方の型枠の上端には連結ピンを型枠の横断
方向に移動調節できる横形ジヤツキを固設し、他
方の型枠の上端には一方の型枠に向けて突出する
胴材を設け、該胴材の先端部を前記連結ピンに回
動自在に連結するとともに、各型枠の外側下部に
は、型枠走行用の車輪を、型枠の上下方向および
型枠の横断方向にそれぞれ移動調節自在とした走
行脚車を装着したことを特徴とする、壁体コンク
リート用移動型枠装置。1 Place a pair of formwork opposite each other at the required interval,
A horizontal jack that can move and adjust the connecting pin in the transverse direction of the formwork is fixed at the upper end of one of the formworks, and a body member is provided at the upper end of the other formwork that protrudes toward the one formwork. The tip of the body material is rotatably connected to the connecting pin, and wheels for running the formwork are provided at the outer lower part of each formwork to move in the vertical direction of the formwork and in the transverse direction of the formwork. A mobile formwork device for wall concrete, characterized by being equipped with adjustable traveling legs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP58038307A JPS5910667A (en) | 1983-03-10 | 1983-03-10 | Moving mold frame apparatus for wall concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP58038307A JPS5910667A (en) | 1983-03-10 | 1983-03-10 | Moving mold frame apparatus for wall concrete |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5910667A JPS5910667A (en) | 1984-01-20 |
| JPS6335782B2 true JPS6335782B2 (en) | 1988-07-18 |
Family
ID=12521638
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP58038307A Granted JPS5910667A (en) | 1983-03-10 | 1983-03-10 | Moving mold frame apparatus for wall concrete |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5910667A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU2023203900A1 (en) * | 2023-06-20 | 2025-01-16 | Innovative Alternatives Pty Ltd | Formwork moving system |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59134029U (en) * | 1983-02-26 | 1984-09-07 | ティーディーケイ株式会社 | temperature detection device |
| JPS59164021A (en) * | 1983-03-10 | 1984-09-17 | タイガー魔法瓶株式会社 | Apparatus or detecting body to be heated |
-
1983
- 1983-03-10 JP JP58038307A patent/JPS5910667A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5910667A (en) | 1984-01-20 |
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