JPS6335781B2 - - Google Patents
Info
- Publication number
- JPS6335781B2 JPS6335781B2 JP3830683A JP3830683A JPS6335781B2 JP S6335781 B2 JPS6335781 B2 JP S6335781B2 JP 3830683 A JP3830683 A JP 3830683A JP 3830683 A JP3830683 A JP 3830683A JP S6335781 B2 JPS6335781 B2 JP S6335781B2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- formworks
- threaded rod
- body material
- jack
- 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 56
- 239000000463 material Substances 0.000 claims description 15
- 238000010276 construction Methods 0.000 description 3
- 238000007493 shaping process Methods 0.000 description 2
- 241000531809 Laterallus Species 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
Landscapes
- Retaining Walls (AREA)
- 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擁壁コン
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 concrete retaining walls in which movable 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、一対の型枠を胴材にそ
れぞれ傾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擁壁コンクリート
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 formworks are connected to the body members in a tilt-adjustable manner, and adjustable traveling casters are attached to the outer lower part of each formwork so that the wheels for moving the formwork can be adjusted vertically and laterally. This makes it possible to support and move large movable formwork, as well as to easily and reliably perform various operations such as shaping, adjusting, and demolding the formwork, and is lightweight and highly economical. It is an object of the present invention to provide a mobile formwork device for concrete retaining 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′は対向して配設された一対
の型枠で、上下方向に長い腕材2と横バタ30と
を結合するとともに、腕材2の各対向面側にはせ
き板3を取付けて形成されており、腕材2はせき
板3より上方に長く突出している。そして、これ
ら各型枠1,1′は、型枠の横断方向に長く形成
された胴材4の中間部に、互に所定の間隔をおい
て結合されている。すなわち、各型枠1,1′の
腕材2の上端には、横移動調節ジヤツキ5が固設
され、そのネジ棒6を回動させることにより、ネ
ジ棒6に螺合したネジ送りピン7が腕材2,2の
横断方向に移動されるようになつており、型枠
1,1′はこのピン7,7を介して胴材4に枢着
されているのである。従つて、型枠1,1′は胴
材4に対してそれぞれピン7,7により矢印aの
ように回動自在であり、しかもネジ棒6の操作で
矢印bのように胴材4のほぼ長手方向に移動調節
自在となつているのである。なお、この横移動調
節ジヤツキ5は従来公知のものであるから、細部
にわたる説明は省略する。 In the figure, reference numerals 1 and 1' denote a pair of formworks disposed opposite each other, which connect the vertically long arm members 2 and the horizontal flaps 30, and also have a weir plate 3 on each opposing surface side of the arm member 2. The arm member 2 protrudes upward longer than the weir plate 3. Each of these forms 1 and 1' is connected to the middle part of a body member 4, which is formed long in the transverse direction of the form, at a predetermined distance from each other. That is, a lateral movement adjustment jack 5 is fixed to the upper end of the arm member 2 of each formwork 1, 1', and by rotating the threaded rod 6, a screw feed pin 7 screwed onto the threaded rod 6 is fixed. is adapted to be moved in the transverse direction of the arm members 2, 2, and the forms 1, 1' are pivotally connected to the body member 4 via these pins 7, 7. Therefore, the formworks 1 and 1' can be rotated with respect to the body material 4 by pins 7 and 7, respectively, as shown by the arrow a, and moreover, by operating the threaded rod 6, the formworks 1 and 1' can be rotated relative to the body material 4, as shown by the arrow b. It is movable and adjustable in the longitudinal direction. Incidentally, since this lateral movement adjustment jack 5 is conventionally known, a detailed explanation thereof will be omitted.
そして、胴材4の両端部には、前記のジヤツキ
5と同様にネジ棒9を回動させることにより移動
ピン10が移動する伸縮ジヤツキ8を上端部に設
けたブレース材11,11がそれぞれ移動ピン1
0,10を介して枢着されており、各ブレース材
11,11の各下端部は、型枠1,1′の腕材2,
2の下部にピン12,12により連結されてい
る。 At both ends of the body member 4, there are movable brace members 11, 11, each having a telescopic jack 8 at its upper end, on which a movable pin 10 is moved by rotating a threaded rod 9, similar to the above-mentioned jack 5. pin 1
0 and 10, and each lower end of each brace member 11, 11 is connected to the arm member 2, 1 of the formwork 1, 1'.
It is connected to the lower part of 2 by pins 12, 12.
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の整型、調
節、剥離等の操作を行える走行脚車13,13′
がそれぞれ装着されている。この走行脚車13,
13′は、型枠の腕材2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14内にネジ棒
15が回動自在に設けられ、ネジ棒15にはネジ
送りピン17が螺合され、これが回動操作部16
によりネジ棒15を回動させることにより、ジヤ
ツキボツクス14の長手方向に沿つて形成した長
孔18に案内されて上下動するようになつてお
り、この長孔18から外部へ突出したピン17
に、下端部を外方に屈折させた突出部分19aを
有するL型プレート19の上部が取付けられてい
る。そして、L型プレート19の中間部からは、
ジヤツキボツクス14の下部に設けられた上下方
向の長孔20に遊挿するピン21が突設されてい
る。従つて、L型プレート19は上下に位置する
ピン17,21を介してジヤツキボツクス14に
取付けられて、ネジ棒15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19の突出部分19a
にもその長手方向の長孔22およびネジ棒23が
設けられており、ネジ棒23には長孔22より突
出したネジ送りピン24が螺合され、そのピン2
4には車輪25がブラケツト26を介して取付け
られ、回転操作部27によりネジ棒23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。 Further, at the lower part of the arm members 2, 2 of each formwork 1, 1', there is a traveling caster 13, which can perform operations such as shaping, adjusting, and peeling the formwork in addition to moving the formwork 1, 1'. 13'
are installed on each. This running gear 13,
13', a hollow vertically elongated jack box 14 attached to the arm member 2 of the formwork is provided with a threaded rod 15 rotatably provided therein, and a screw feed pin 17 is screwed into the threaded rod 15. Rotation operation part 16
By rotating the threaded rod 15, the jack box 14 is guided by an elongated hole 18 formed along the longitudinal direction and moves up and down.
An upper portion of an L-shaped plate 19 having a protruding portion 19a whose lower end is bent outward is attached to the upper portion of the L-shaped plate 19. From the middle part of the L-shaped plate 19,
A pin 21 is provided protrudingly to be inserted loosely into an elongated hole 20 in the vertical direction provided at the bottom of the jack box 14. Therefore, the L-shaped plate 19 is attached to the jack box 14 via the pins 17 and 21 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 15. . The protruding portion 19a of the L-shaped plate 19
A long hole 22 in the longitudinal direction and a screw rod 23 are provided in the screw rod 23, and a screw feed pin 24 protruding from the long hole 22 is screwed into the screw rod 23.
A wheel 25 is attached to the wheel 4 via a bracket 26, and by rotating a threaded rod 23 by a rotary operation section 27, the wheel 25 can be adjusted to move laterally as shown by an arrow d.
なお、前記のL型プレート19は型枠1におけ
るものと型枠1′におけるものとでは突出部19
aの屈折角度が異つているが、これは、型枠の通
常使用される傾斜状態に対して突出部19aがほ
ぼ水平状態となるようにしておくのが便利である
ため、それらに適合した屈折角度をとらしたため
である。しかし、この屈折を変えた構成は、これ
に限定されるものではなく、例えばL型プレート
19をその突出部19aの屈折角度が可変調節自
在のものにしたり、或はブラケツトに傾斜角度の
異るクサビ型ライナーを型枠の傾斜に応じて付け
替えて車輪25の移動方向をほぼ水平方向に保つ
ようにしてもよい。 Note that the L-shaped plate 19 has a protrusion 19 in the formwork 1 and in the formwork 1'.
The refraction angles of a are different, but this is because it is convenient to keep the protrusion 19a in a nearly horizontal state compared to the normally used inclined state of the formwork, so This is due to the angle. However, the configuration in which the refraction is changed is not limited to this, for example, the L-shaped plate 19 may be configured such that the refraction angle of the protruding portion 19a can be freely adjusted, or the bracket may be configured to have a different inclination angle. The wedge-shaped liner may be replaced depending on the inclination of the formwork to keep the moving direction of the wheels 25 substantially horizontal.
また、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。 Furthermore, 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 employed.
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上に構築することになる。基礎構造物Bに
はその両側面に、型枠の車輪25,25を載置す
るレール29,29およびこれを受けるブラケツ
ト28,28がアンカーによりあらかじめ取付け
られる。そして、本発明型枠装置は車輪25,2
5を介してレール29,29上に載置され所定の
施工位置に走行移動される。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。ま
ず、型枠の上下位置は走行脚車13,13′のネ
ジ棒15,15を回動しL型プレート19,19
の位置を上下に調節することにより行われる。次
に、型枠の上部および下部の横断方向に対する位
置決めと法線合せは、横移動調節ジヤツキ5,5
のネジ棒6,6の操作による型枠上部の横移動
b,bおよびL型プレート19,19のネジ棒2
3,23の操作による車輪と型枠との相対横移動
d,dによつて行われる。なお、これら型枠の調
節操作にあたつては、型枠の傾斜する状態に応じ
て、ブレース材11,11のネジ棒9,9を操作
してブレース材11,11の連結されているピン
10,12間の距離を伸縮させる。そして、この
ブレース材11,11のは、一対の型枠1,1′
を胴材4を介して一体的に剛に結合する上に大き
な役割を果すことになつている。 Next, an example of the use of the apparatus of the present invention will be described. Generally, a wall body A to be constructed is constructed on an existing foundation structure B. Rails 29, 29 on which the wheels 25, 25 of the formwork are placed, and brackets 28, 28 for receiving the rails are attached in advance to both sides of the foundation structure B by anchors. The formwork device of the present invention has wheels 25, 2.
5 on rails 29, 29, and is moved to a predetermined construction position. At the construction position, each formwork 1, 1' is positioned in a predetermined shape. First, the vertical position of the formwork is determined by rotating the threaded rods 15, 15 of the traveling casters 13, 13', and then rotating the L-shaped plates 19, 19.
This is done by adjusting the position up and down. Next, the positioning and normal alignment of the upper and lower parts of the formwork in the transverse direction are performed using lateral movement adjustment jacks 5 and 5.
Lateral movement b, b of the upper part of the formwork by operating the threaded rods 6, 6 and the threaded rods 2 of the L-shaped plates 19, 19
This is performed by relative lateral movement d, d between the wheels and the formwork by the operations 3 and 23. In addition, when adjusting these formworks, the threaded rods 9, 9 of the brace members 11, 11 are operated to adjust the pins to which the brace members 11, 11 are connected, depending on the inclined state of the formwork. Expand/shrink the distance between 10 and 12. The brace materials 11, 11 are attached to a pair of formworks 1, 1'
It is supposed to play a major role in integrally and rigidly connecting the parts through the body material 4.
型枠1,1′間に打設したコンクリートの硬化
後は型枠を剥離するが、それには、横移動調節ジ
ヤツキ5,5を操作して型枠1,1′の上部を外
方へ移動させるとともに、L型プレート19,1
9のネジ棒23,23を操作して型枠1,1′の
下部を車輪25,25に対して外方へ移動させれ
ばよい。この場合もブレース材11,11の伸縮
ジヤツキ8,8を操作してピン10,12間の距
離を縮めてやることは勿論である。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 so, the upper part of the formworks 1 and 1' must be moved outward by operating the lateral movement adjustment jacks 5 and 5. At the same time, the L-shaped plate 19,1
The lower part of the formwork 1, 1' may be moved outward relative to the wheels 25, 25 by operating the threaded rods 23, 23 of 9. Of course, in this case as well, the distance between the pins 10 and 12 is shortened by operating the telescopic jacks 8 and 8 of the brace members 11 and 11. 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たもので
あり、一対の型枠は胴材およびブレース材との結
合によつて剛性の高い門型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を装
着したので、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、型枠上
端部の横移動調節ジヤツキとブレース材の伸縮ジ
ヤツキ、ならびに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、従来装置では困難であつた走行移動型枠
における調整等の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、
擁壁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 constructed as described above, and the pair of formworks form a highly rigid gate-shaped frame structure by combining with the body material and the brace material, and the lower part of the formwork is Since the traveling casters are directly attached, there is no need to install large equipment such as conventional gate-shaped frames and trolleys, and the entire formwork device can be manufactured lightweight and inexpensively. Various operations such as peeling and traveling are performed by operating the lateral movement adjustment jack on the upper end of the formwork, the expansion and contraction jack of the brace material, and the vertical adjustment threaded rod and lateral adjustment threaded rod of the traveling caster, respectively. Adjustments and other operations on the mobile formwork, which were difficult with conventional equipment, can be performed extremely easily, work efficiency is significantly improved, and there is no need for a large work area due to the mobile formwork.
It has many excellent effects, such as the ability to construct retaining wall concrete extremely efficiently and economically.
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……腕材、3……せき板、4…
…胴材、5……横移動調節ジヤツキ、7……ネジ
送りピン、8……伸縮ジヤツキ、10……ピン、
11……ブレース材、12……ピン、13……走
行脚車、14……ジヤツキボツクス、15……ネ
ジ棒、17……ネジ送りピン、19……L型プレ
ート、21……ピン、23……ネジ棒、24……
ネジ送りピン、25……車輪、29……レール。
The drawing is a side sectional view showing one embodiment of the device of the present invention. A... Wall to be constructed, B... Foundation structure, 1.
1'... Formwork, 2... Arm material, 3... Weir board, 4...
...Body material, 5... Lateral movement adjustment jack, 7... Screw feed pin, 8... Telescopic jack, 10... Pin,
11... Brace material, 12... Pin, 13... Traveling caster, 14... Jacket box, 15... Threaded rod, 17... Screw feed pin, 19... L-shaped plate, 21... Pin, 23... ...Threaded rod, 24...
Screw feed pin, 25...wheel, 29...rail.
Claims (1)
長く形成した胴材の中間部に、互に所定の間隔を
おいて回動自在でしかも胴材のほぼ長手方向沿い
に移動調節自在に結合し、この胴材と各型枠の各
適所間とを、その相互の間隔を調節できるブレー
ス材により連結するとともに、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、擁壁コン
クリート用移動型枠装置。1. The upper ends of the pair of formworks are placed in the middle part of the body material formed long in the transverse direction of the formwork, and are rotatable at a predetermined distance from each other and can be adjusted to move approximately along the longitudinal direction of the body material. The body material and each appropriate position of each formwork are connected by a brace material whose mutual spacing can be adjusted, and wheels for running the formwork are installed at the outer lower part of each formwork. A mobile formwork device for retaining wall concrete, characterized by being equipped with traveling casters that can be freely adjusted in movement in the vertical direction of the formwork and in the transverse direction of the formwork.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3830683A JPS5910666A (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 |
|---|---|---|---|
| JP3830683A JPS5910666A (en) | 1983-03-10 | 1983-03-10 | Moving mold frame apparatus for wall concrete |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5910666A JPS5910666A (en) | 1984-01-20 |
| JPS6335781B2 true JPS6335781B2 (en) | 1988-07-18 |
Family
ID=12521611
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3830683A Granted JPS5910666A (en) | 1983-03-10 | 1983-03-10 | Moving mold frame apparatus for wall concrete |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5910666A (en) |
-
1983
- 1983-03-10 JP JP3830683A patent/JPS5910666A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5910666A (en) | 1984-01-20 |
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