JPS6335784B2 - - Google Patents
Info
- Publication number
- JPS6335784B2 JPS6335784B2 JP3830983A JP3830983A JPS6335784B2 JP S6335784 B2 JPS6335784 B2 JP S6335784B2 JP 3830983 A JP3830983 A JP 3830983A JP 3830983 A JP3830983 A JP 3830983A JP S6335784 B2 JPS6335784 B2 JP S6335784B2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- threaded rod
- jack
- slope
- transverse direction
- 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
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、法面に構築する擁壁コンクリート用
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 movable formwork device for concrete retaining walls built on slopes.
従来のこの種移動型枠装置は、せき板とバタ材
とを組合せた一面の型枠を、大型フレイム構造の
架台に支持させ、これに移動用の車輪を装着した
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支持および移動設備を要
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 of the conventional mobile formwork devices of this type have a one-sided formwork made of a combination of weir plates and batten materials, supported on a frame with a large frame structure, and equipped with wheels for movement. . Therefore, this type of formwork equipment requires large support and moving equipment in addition to the formwork, is extremely heavy, requires a large area, has poor workability, is uneconomical, and has many other drawbacks. It was hot.
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、一面の型枠の上部を法
面頂部に施設したレールに走行自在とした胴材
に、回動かつ胴材の長手方向に移動調節自在に結
合するとともに、型枠の外側下部に、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
それぞれ移動調節できるようにした走行脚車を装
着することにより、大型の移動片面型枠を支持し
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法面擁壁コンクリ
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 was made in view of the above-mentioned drawbacks of the conventional art, and since the formwork is generally a combination of shedding plates, vertical flaps, and horizontal flaps, and has high rigidity itself, the present invention utilizes that rigidity to form a one-sided The upper part of the formwork is connected to the body material which can run freely on the rail installed at the top of the slope, so that it can rotate and move freely in the longitudinal direction of the body material, and the outside lower part of the formwork has a structure for running the formwork. By installing traveling gear wheels whose wheels can be adjusted in the vertical direction of the formwork and in the transverse direction of the formwork, the large movable single-sided formwork is supported and moved, It is an object of the present invention to provide a lightweight and highly economical movable formwork device for slope retaining wall concrete that can easily and reliably perform operations such as shaping, adjusting, and demolishing formwork.
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は一面の型枠で上下方向に長い腕
材2と横バタ3を連結し、腕材2の前面にせき板
4を取付けて形成されており、その腕材2の上端
には、型枠1の横断方向に長く形成した横移動ジ
ヤツキ5が固設されている。この横移動ジヤツキ
5は、横長のボツクス6内にネジ棒7が回動自在
に縦装され、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に沿つて矢印aのように横方向に移動されるよ
うになつている。なお、この横移動ジヤツキ5の
構成は従来公知のものである。 In the figure, 1 is a one-sided formwork that connects vertically long arm members 2 and horizontal flaps 3, and attaches a weir plate 4 to the front of the arm member 2. At the upper end of the arm member 2, A lateral movement jack 5 formed long in the transverse direction of the formwork 1 is fixedly installed. This horizontally moving jack 5 has a threaded rod 7 rotatably installed vertically in a horizontally long box 6, and a connecting pin 9 protruding outward from a horizontally long hole 8 of the box 6 is screwed into this. By rotating the rod 7, the connecting pin 9 is moved laterally along the horizontally elongated hole 8 in the direction of arrow a. The configuration of this lateral movement jack 5 is conventionally known.
一方、法面の頂部10には施工する壁体の長さ
方向に沿つて上部レール11が敷設され、これ
に、壁体の横断方向に長く形成した胴材12の一
端部がローラ28を介して走行自在に係合されて
おり、胴材12の他端部は前記した型枠1の横移
動ジヤツキ5の連結ピン9に矢印bのように回動
自在に連結されている。 On the other hand, an upper rail 11 is laid at the top 10 of the slope along the length of the wall to be constructed, and one end of the body material 12, which is formed long in the transverse direction of the wall, is attached to the rail 11 via rollers 28. The other end of the body member 12 is rotatably connected to the connecting pin 9 of the lateral movement jack 5 of the formwork 1 as shown by arrow b.
また、型枠1の下部には、型枠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、調整、剥離等の
操作が行える走行脚車13が装着されている。こ
の走行脚車13は、型枠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16が螺合され、これがネジ棒15を
回動させることにより、ジヤツキボツクス14に
形成した縦長孔17に案内されて上下動するよう
になつており、この縦長孔17から外部へ突出し
たピン16に、下端部を外方にほぼ水平状態に屈
折させた横長部分18bを有するL型プレート1
8の縦長部分18aの上部が取付けられている。
そして、縦長部分18aの中間部には、ジヤツキ
ボツクス14の下部に設けられた縦長孔19に遊
挿するピン20が突設されている。従つて、L型
プレート18は上下に位置するピン16,20を
介してジヤツキボツクス14に取付けられ、ネジ
棒15の正逆回転に応じて矢印cのように上下に
移動調節されることになる。そして、L型プレー
ト18の横長部分18bにもその長手方向の横長
孔21およびネジ棒22が設けられており、ネジ
棒22には横長孔21より突出したネジ送りピン
23が螺合され、そのピン23には、車輪25が
ブラケツト24を介して取付けられ、ネジ棒22
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 movement of the formwork 1, the lower part of the formwork 1 can adjust its relative position in the vertical and lateral directions with respect to the formwork, and can perform operations such as shaping, adjusting, and peeling off the formwork. A traveling leg vehicle 13 that can perform the following steps is attached. This traveling caster 13 has a threaded rod 15 rotatably provided in a hollow vertically elongated jack box 14 attached to the formwork 1, and a screw feed pin 16 is screwed into the threaded rod 15. By rotating the threaded rod 15, the screw rod 15 is guided by a vertically long hole 17 formed in the jack box 14 and moves up and down. L-shaped plate 1 having a horizontally long portion 18b bent into a substantially horizontal state
The upper part of the vertically long portion 18a of No. 8 is attached.
A pin 20 that is loosely inserted into a vertical hole 19 provided at the bottom of the jack box 14 is protruded from the middle of the vertically long portion 18a. Therefore, the L-shaped plate 18 is attached to the jack box 14 via the pins 16 and 20 located above and below, and is adjusted to move up and down as indicated by the arrow c in accordance with the forward and reverse rotation of the threaded rod 15. The horizontally long portion 18b of the L-shaped plate 18 is also provided with a horizontally long hole 21 and a threaded rod 22 in its longitudinal direction, and a screw feed pin 23 protruding from the horizontally long hole 21 is screwed into the threaded rod 22. A wheel 25 is attached to the pin 23 via a bracket 24, and a threaded rod 22
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、法面の頂部10には前述のように上部レール
11が敷設され、また法面の下部外側の地盤上に
は、施工する壁体27の長さ方向に沿つて下部レ
ール26が敷設され、本発明装置は、胴材のロー
ラ28を上部レール11に係合するとともに、走
行脚車13の車輪25を下部レール26上に載置
し、これらのレール11,26に沿つて所定位置
まで走行移動により搬入される。 Next, an example of the use of the device of the present invention will be explained. As mentioned above, the upper rail 11 is laid on the top 10 of the slope, and the length of the wall 27 to be constructed is placed on the ground outside the lower part of the slope. A lower rail 26 is laid along the longitudinal direction, and the device of the present invention engages the rollers 28 of the body material with the upper rail 11, and also places the wheels 25 of the traveling caster 13 on the lower rail 26. It is carried in by running movement along the rails 11, 26 of the 1st floor to a predetermined position.
施工位置においては型枠1を所定の姿形に位置
決めするが、まず、型枠1の上下位置は走行脚車
13のネジ棒15を回動してL型プレート18の
位置を上下に調節することにより行われる。そし
て、せき板4の法面よりの間隔および法線の設定
は、横移動ジヤツキ5のネジ棒7を回動して連結
ピン9を矢印a方向に移動させ、胴材12に対す
る型枠1の位置を調節するとともに、走行脚車1
3のネジ棒22を回動して、車輪25に対するL
型プレート18の位置を矢印d方向に調節するこ
とにより行うことができる。 At the construction position, the formwork 1 is positioned in a predetermined shape. First, the vertical position of the formwork 1 is adjusted by rotating the threaded rod 15 of the traveling caster 13 to adjust the position of the L-shaped plate 18 up and down. This is done by The spacing and normal line of the weir plate 4 from the slope are set by rotating the threaded rod 7 of the lateral movement jack 5 and moving the connecting pin 9 in the direction of arrow a. While adjusting the position, the traveling gear vehicle 1
Rotate the threaded rod 22 of No. 3 to adjust the L relative to the wheel 25.
This can be done by adjusting the position of the mold plate 18 in the direction of arrow d.
型枠1と法面との間に打設したコンクリート2
7の硬化後は型枠の剥離を行うが、それにはま
ず、横移動ジヤツキ5のネジ棒7を操作して型枠
1の上部を胴材12に対して外方に移動させ、つ
いで、走行脚車13のネジ棒15を操作して、車
輪25に対して型枠1を上方に持上げ、続いて、
走行脚車13のネジ棒22を操作して型枠1の下
部を車輪25の方に引寄せて剥離させる。このよ
うにして型枠1が壁体27および地盤より十分離
れたら、装置全体を押進して次の施工場所へ走行
移動させるのである。 Concrete 2 placed between formwork 1 and slope
After curing step 7, the formwork is peeled off. To do this, first operate the threaded rod 7 of the lateral movement jack 5 to move the upper part of the formwork 1 outward relative to the body material 12, and then The threaded rod 15 of the caster 13 is operated to lift the formwork 1 upward relative to the wheels 25, and then,
The threaded rod 22 of the traveling caster 13 is operated to pull the lower part of the formwork 1 toward the wheels 25 and peel it off. In this manner, when the formwork 1 is sufficiently separated from the wall 27 and the ground, 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、
型枠はその上部を走行自在な胴材に支持され、そ
の下部は走行脚車に支持されているので、型枠が
大型のものであつてもこれらによつて安定した支
持と走行移動ができ、従来のような大型のフレイ
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、しかも、型
枠は横移動調節ジヤツキを介して胴材に回動自在
かつ横移動調節自在に連結されているとともに、
型枠の下部の走行脚車は、車輪が上下方向および
横方向に移動調節自在となつているので、横移動
調節ジヤツキおよび走行脚車の操作によつて、型
枠の上下および型枠の上部と下部のそれぞれ横方
向の調節による、型枠の整形、調節、剥離、走行
移動を極めて簡易に行うことができ、作業性が著
しく向上され、法面における擁壁等の施工が極め
て能率的に行える等、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 upper part of the formwork is supported by a movable body material, and the lower part is supported by traveling casters, so even if the formwork is large, it can be stably supported and moved by these. , there is no need to install large equipment such as large frames or carts as in the past, and the entire formwork device is lightweight and can be manufactured at low cost.Moreover, the formwork can be freely rotated around the body material via lateral movement adjustment jacks. and are connected for horizontal movement adjustment,
The wheels of the running gear at the bottom of the formwork can be adjusted vertically and laterally, so by operating the lateral movement adjustment jack and the running gear, you can move the top and bottom of the formwork and the upper part of the formwork. By adjusting the upper and lower parts in the lateral direction, the formwork can be shaped, adjusted, peeled off, and moved extremely easily, significantly improving work efficiency and making construction of retaining walls on slopes extremely efficient. It has many excellent effects such as:
図面は本発明装置の一実施例を示した側面図で
ある。
1……型枠、2……腕材、4……せき板、5…
…横移動ジヤツキ、7……ネジ棒、9……連結ピ
ン、11……上部レール、12……胴材、13…
…走行脚車、14……ジヤツキボツクス、15…
…ネジ棒、16……ネジ送りピン、18……L型
プレート、20……ピン、22……ネジ棒、23
……ネジ送りピン、25……車輪、26……下部
レール、27……壁体、28……ローラ。
The drawing is a side view showing one embodiment of the device of the present invention. 1... Formwork, 2... Arm material, 4... Weir board, 5...
... Lateral movement jack, 7 ... Threaded rod, 9 ... Connection pin, 11 ... Upper rail, 12 ... Body material, 13 ...
...Traveling gear, 14... Jackpots, 15...
... Threaded rod, 16 ... Screw feed pin, 18 ... L-shaped plate, 20 ... Pin, 22 ... Threaded rod, 23
... Screw feed pin, 25 ... Wheel, 26 ... Lower rail, 27 ... Wall, 28 ... Roller.
Claims (1)
の一端部に、型枠の上端部を回動自在でしかも胴
材の長手方向に移動調節自在に結合し、胴材の他
端部を、法面頂部に施工する壁体の長手方向に沿
つて敷設した上部レールに走行自在に係合すると
ともに、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、法面擁壁コンクリート用移動型枠
装置。1. Connect the upper end of the formwork to one end of the body formed long in the transverse direction of the wall to be constructed so that it can rotate freely and adjust its movement in the longitudinal direction of the body, and then attach the other end of the body to one end of the body formed long in the transverse direction. , is engaged with the upper rail laid along the longitudinal direction of the wall to be constructed at the top of the slope so that it can run freely, and wheels for running the formwork are installed at the lower part of the outer side of the formwork. A movable formwork device for slope retaining wall concrete, characterized by being equipped with traveling casters whose movement can be freely adjusted in the transverse direction of the formwork.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3830983A JPS5910669A (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 |
---|---|---|---|
JP3830983A JPS5910669A (en) | 1983-03-10 | 1983-03-10 | Moving mold frame apparatus for wall concrete |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5910669A JPS5910669A (en) | 1984-01-20 |
JPS6335784B2 true JPS6335784B2 (en) | 1988-07-18 |
Family
ID=12521692
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3830983A Granted JPS5910669A (en) | 1983-03-10 | 1983-03-10 | Moving mold frame apparatus for wall concrete |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5910669A (en) |
-
1983
- 1983-03-10 JP JP3830983A patent/JPS5910669A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS5910669A (en) | 1984-01-20 |
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