JP2002030665A - Movable seal concrete formwork - Google Patents

Movable seal concrete formwork

Info

Publication number
JP2002030665A
JP2002030665A JP2000215932A JP2000215932A JP2002030665A JP 2002030665 A JP2002030665 A JP 2002030665A JP 2000215932 A JP2000215932 A JP 2000215932A JP 2000215932 A JP2000215932 A JP 2000215932A JP 2002030665 A JP2002030665 A JP 2002030665A
Authority
JP
Japan
Prior art keywords
weir plate
sheathing board
concrete
inclination angle
plate
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.)
Pending
Application number
JP2000215932A
Other languages
Japanese (ja)
Inventor
Minoru Ito
稔 伊藤
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.)
MARUMI KOGYO KK
Original Assignee
MARUMI KOGYO 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 MARUMI KOGYO KK filed Critical MARUMI KOGYO KK
Priority to JP2000215932A priority Critical patent/JP2002030665A/en
Publication of JP2002030665A publication Critical patent/JP2002030665A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a movable seal concrete formwork capable of continuously placing seal concrete on slopes by placing the concrete while moving the seal concrete formwork along the slopes. SOLUTION: This movable seal concrete formwork comprises a carriage 2 having wheels 1 on the lower surface thereof and a reverse L-shaped sheathing board 4 connected to one side of the carriage 2 through hinges 3, comprising a front sheathing board, a center sheathing board a rear sheathing board, and a finishing rubber plate having gradually varied thicknesses, and having the front sheathing board, center sheathing board, and rear sheathing board forming an inclined step part formed so that the boundary portions thereof are inclined to the rear side in forward moving direction from the lower end to the upper end thereof, and an inclination angle on the front side in forward direction namely, the inclination angle of the boundary portion between the front sheathing board and the center sheathing board is reduced and the inclination angle on the rear side in forward direction, namely, the inclination angle of the boundary portion between the center sheathing board and the rear sheathing board.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、法面等にコンクリ
ートを打設するための移動式シールコン型枠に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a movable seal concrete form for placing concrete on a slope or the like.

【0002】[0002]

【従来の技術】従来、法面等にコンクリートを打設する
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
セットすることが極めて面倒で、型枠のセットに熟練と
長時間を有すると共に、打設したコンクリートが固化し
た後の型枠の撤去、移動が円滑に行い得ない等、多くの
欠点があった。それを解決したものとして型枠の各種調
節機能を備えた走行式による法面の移動型枠装置の実開
昭62−49553号公報がある。この移動型枠装置
は、型枠の下部に突設したブラケットの先端部に、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、型枠の上端部を、法面
の頂部に敷設のレールに沿って走行自在とした梁材の端
部に、該梁材の長さ方向に移動調節自在かつ回動自在に
連結したものである。このものは、装置を上下レールに
沿って所定位置まで走行移動させ、型枠を所要状態にセ
ットし、型枠セット後、セットした型枠内にコンクリー
トを打設し、打設したコンクリートが固化したならば、
型枠をコンクリートの壁面より引き離し、再び装置を上
下レールに沿って次の打設位置まで走行させ、型枠をセ
ットしてコンクリートを打設して行くものである。この
方式では、コンクリートが固化するまでの時間を要する
と共に、作業が複雑であり、短期間に法面等のシール作
業が出来ないなどの欠点があった。
2. Description of the Related Art Conventionally, a formwork apparatus for casting concrete on a slope or the like is not only complicated and expensive, but also forms a mold in accordance with the inclination angle of the slope and the thickness of the concrete to be cast. It is extremely troublesome to set, and it has a lot of skill and long time in setting the form, and there are many disadvantages such as the removal and movement of the form after the poured concrete is solidified, and the like. . As a solution to this problem, Japanese Unexamined Utility Model Publication No. Sho 62-49553 discloses a traveling formwork apparatus having various functions for adjusting the formwork. This movable form device is provided with a traveling caster provided with wheels capable of traveling on rails so as to be adjustable up and down at a tip end of a bracket protruding from a lower portion of the form so as to be tiltable, and an upper end of the formwork. Is connected to the end of a beam which can run along a rail laid on the top of the slope so as to be movable and rotatable in the longitudinal direction of the beam. In this device, the device is moved to a predetermined position along the upper and lower rails, the form is set to a required state, after setting the form, concrete is poured into the set form, and the poured concrete is solidified. If you do
The formwork is separated from the concrete wall surface, the apparatus is again moved along the upper and lower rails to the next casting position, the formwork is set, and concrete is poured. This method has the drawbacks that it takes a long time for the concrete to solidify, the work is complicated, and the sealing work on the slope or the like cannot be performed in a short time.

【0003】[0003]

【発明が解決しようとする課題】そこで、本発明は、法
面等に沿ってシールコン型枠を移動させながらコンクリ
ートを打設し、法面等にシールコンクリートを連続的に
打設することが出来る移動式シールコン型枠を提供する
ことを目的とする。
SUMMARY OF THE INVENTION Therefore, according to the present invention, concrete can be cast while moving a sealing concrete form along a slope or the like, and seal concrete can be continuously cast on a slope or the like. It is an object of the present invention to provide a movable seal-con form.

【0004】[0004]

【課題を解決するための手段】そのために、本発明の移
動式シールコン型枠は、下面に車輪1を備えた台車2
と、該台車2の一方側に蝶番3により傾動自在に連結さ
れ、徐々に厚さを変えた前方堰板11、中央堰板12、
後方堰板13及び仕上げゴム板14から成り、前記前方
堰板11、中央堰板12、後方堰板13は、それぞれの
境界部分を下端から上端へ向かうにしたがって進行方向
後方側に傾斜させると共に、進行方向前方側、すなわち
前方堰板11と中央堰板12との境界部分の傾斜角度を
小さくし、進行方向後方側、すなわち中央堰板12と後
方堰板13との境界部分の傾斜角度を大きくした傾斜段
部15を形成した逆L字型堰板4とから構成されるもの
である。
For this purpose, a movable seal-con form according to the present invention comprises a truck 2 having wheels 1 on its lower surface.
A front damper plate 11, a central damper plate 12, which is connected to one side of the carriage 2 by a hinge 3 so as to be tiltable and has a gradually changed thickness.
The front weir plate 11, the central weir plate 12, and the rear weir plate 13 each include a rear weir plate 13 and a finished rubber plate 14, and each of the boundary parts is inclined rearward in the traveling direction from the lower end toward the upper end, The inclination angle at the front side in the traveling direction, that is, the boundary portion between the front weir plate 11 and the central weir plate 12 is reduced, and the inclination angle at the rear side in the traveling direction, that is, the boundary portion between the central weir plate 12 and the rear weir plate 13 is increased. And an inverted L-shaped weir plate 4 on which an inclined step 15 is formed.

【0005】[0005]

【実施例】以下、本発明の一実施例を図面に基づいて説
明する。移動式シールコン型枠は、図1に示すように、
下面に車輪1を備えた台車2と、該台車2の一方側に蝶
番3により傾動自在に連結された逆L字型堰板4とから
構成されるものである。
An embodiment of the present invention will be described below with reference to the drawings. As shown in FIG.
It comprises a trolley 2 having wheels 1 on its lower surface, and an inverted L-shaped weir plate 4 which is connected to one side of the trolley 2 by a hinge 3 so as to be tiltable.

【0006】前記台車2は、長方形の平板状の台枠体か
らなり、図1に示すように、台車2の短辺の一方側に、
逆L字型堰板4が二辺で囲まれた空間部を外側へ向け、
上方を水平にして垂直側の蝶番3を介して連結され、該
逆L字型堰板4の垂直側下方には、台車2の両長辺に所
定角度で固定された調節ネジ棒5の先端が連結されてい
る。そして、台車2の下面には、短辺方向に所定間隔で
並行に固定されたコ字形車輪取付枠6が設けられ、図2
の台車2を90゜引き起こした状態に示すように、該車
輪取付枠6の前後には、それぞれ車輪1が固定されてお
り、逆L字型堰板4側の車輪取付枠6には車輪1間の前
後にガイドローラ取付板7を介して車輪1と直交する方
向に該ガイドローラ取付板7を挟んで2個のガイドロー
ラ8が固定されている。なお、台車2の上面には、台車
2を引き起こすときに使用するリング9を逆L字型堰板
4側に2個所、反対側に1個所設けている。また、台車
2の逆L字型堰板4側の車輪1の内側下面には、必要に
応じて台車2を補強するためのコ字形アングル10を固
定する。
[0006] The carriage 2 is formed of a rectangular plate-like underframe, and as shown in FIG.
The inverted L-shaped weir plate 4 turns the space surrounded by the two sides outward,
The upper end is horizontally connected via a vertical hinge 3, and the lower end of the inverted L-shaped weir plate 4 is provided with a tip of an adjusting screw rod 5 fixed to both long sides of the bogie 2 at a predetermined angle. Are connected. A U-shaped wheel mounting frame 6 fixed in parallel at a predetermined interval in the short side direction is provided on the lower surface of the bogie 2.
The wheel 1 is fixed to the front and rear of the wheel mounting frame 6, respectively, as shown in a state where the cart 2 is raised by 90 °. The wheel 1 is mounted on the wheel mounting frame 6 on the reverse L-shaped weir plate 4 side. Two guide rollers 8 are fixed before and after the guide roller mounting plate 7 with the guide roller mounting plate 7 interposed therebetween in a direction orthogonal to the wheel 1. In addition, on the upper surface of the trolley 2, two rings 9 used to raise the trolley 2 are provided on the side of the inverted L-shaped weir plate 4 and one on the opposite side. Further, a U-shaped angle 10 for reinforcing the bogie 2 is fixed to the inner lower surface of the wheel 1 on the side of the inverted L-shaped weir plate 4 of the bogie 2 as necessary.

【0007】前記逆L字型堰板4は、図2に示すよう
に、徐々に厚さを変えた前方堰板11、中央堰板12、
後方堰板13の鋼板部材及び仕上げゴム板14から成
り、前記前方堰板11と中央堰板12、中央堰板12と
後方堰板13との境界部分は、下端から上端へ向かうに
したがって進行方向後方側に傾斜させると共に、進行方
向前方側、すなわち前方堰板11と中央堰板12との境
界部分の傾斜角度を進行方向後方に対して小さくし、進
行方向後方側、すなわち中央堰板12と後方堰板13と
の境界部分の傾斜角度を進行方向後方に対して大きくし
た傾斜段部15を形成する。なお、前方堰板11の先端
は、コンクリートを打ちやすくするために拡開させる。
As shown in FIG. 2, the inverted L-shaped weir plate 4 has a front weir plate 11, a central weir plate 12, and a gradually changing thickness.
The rear dam plate 13 includes a steel plate member and a finished rubber plate 14, and the boundary between the front dam plate 11 and the central dam plate 12, and the boundary between the central dam plate 12 and the rear dam plate 13 are moving in the direction of travel from the lower end to the upper end. Along with inclining to the rear side, the inclination angle of the front side in the traveling direction, that is, the boundary portion between the front weir plate 11 and the central weir plate 12 is reduced with respect to the rear in the traveling direction, and the rear side in the traveling direction, that is, the central weir plate 12 An inclined step portion 15 is formed in which the inclination angle of the boundary portion with the rear weir plate 13 is increased with respect to the rear in the traveling direction. In addition, the front end of the front weir plate 11 is expanded to make it easier to pour concrete.

【0008】次に、本発明の移動式シールコン型枠を使
用して法面にシールコンクリートを行う手順について説
明すると、図3に示すように、法面16にシールコンク
リート17を行う場合には、まず、法面段部の平坦部
に、図1に示すように、法面16のシールコンクリート
17を行う部分に逆L字型堰板4が位置するように台車
2の車輪1の幅に合わせてコ字形レール18を上向きに
敷設する。そして、コ字形レール18に台車2の車輪1
を載置させ、ガイドローラ8をコ字形レール18の内側
壁に接触するように嵌合させる。つぎに、法面16の傾
斜に合わせるように調節ネジ棒5を回転させて逆L字型
堰板4の垂直部を蝶番3を中心にして回動させ、法面1
6の傾斜に逆L字型堰板4を合わせる。
[0008] Next, the procedure for sealing concrete on the slope using the movable seal mold of the present invention will be described. As shown in FIG. First, as shown in FIG. 1, the width of the wheel 1 of the bogie 2 is adjusted so that the inverted L-shaped weir plate 4 is positioned on the flat surface of the slope 16 where the sealing concrete 17 is formed on the slope 16. The U-shaped rail 18 is laid upward. Then, the wheel 1 of the bogie 2 is placed on the U-shaped rail 18.
Is mounted, and the guide roller 8 is fitted so as to contact the inner side wall of the U-shaped rail 18. Next, the vertical portion of the inverted L-shaped weir plate 4 is rotated about the hinge 3 by rotating the adjusting screw 5 so as to match the slope of the slope 16, and the slope 1 is adjusted.
The inverted L-shaped weir plate 4 is adjusted to the inclination of 6.

【0009】準備が完了したら、図1の逆L字型堰板4
の前方堰板11の手前側からコンクリートを供給し、コ
ンクリートの供給量を調節しながら台車2をレール18
に沿って図1の手前方向に移動させる。台車2の移動に
より、前方堰板11に供給されたコンクリートは中央堰
板12、後方堰板13、仕上げゴム板14と順次接触す
るが、前方堰板11と中央堰板12の境界部分の傾斜段
部15の傾斜角度が進行方向後方に対して小さく傾斜し
ているので下方部のコンクリートが傾斜段部15により
上方に押し上げられ、更に中央堰板12と後方堰板13
の境界部分の傾斜段部15の傾斜角度が進行方向後方に
対して大きく傾斜しているので傾斜段部15で更に上方
に押し上げられると共に、前記中央堰板12、後方堰板
13は、順次板厚が厚くなっているのでその分コンクリ
ートは押圧されつつ平滑に仕上げされる。このように、
順次、前記前方堰板11でコンクリートを集め、前方堰
板11と中央堰板12の境界部分の傾斜段部15により
コンクリートを上方に押し上げ、前記中央堰板12でコ
ンクリートを押し潰し滑らかにし、更に中央堰板12と
後方堰板13の境界部分の傾斜段部15で更にコンクリ
ートを上方に押し上げ、前記後方堰板13でコンクリー
トを更に押し潰し滑らかにし、さらに前記仕上げゴム板
14で仕上がったコンクリート面を最終仕上げする。
When the preparation is completed, the inverted L-shaped dam 4 shown in FIG.
Concrete is supplied from the front side of the front weir plate 11 of the vehicle, and the bogie 2 is moved to the rail 18 while adjusting the supply amount of concrete.
Along the front side of FIG. The concrete supplied to the front weir plate 11 by the movement of the carriage 2 comes into contact with the central weir plate 12, the rear weir plate 13 and the finished rubber plate 14 in order, but the inclination of the boundary between the front weir plate 11 and the central weir plate 12 is increased. Since the inclination angle of the step portion 15 is slightly inclined with respect to the rear in the traveling direction, the concrete at the lower portion is pushed upward by the inclined step portion 15, and furthermore, the central weir plate 12 and the rear weir plate 13
Since the inclination angle of the inclined step portion 15 at the boundary portion is greatly inclined with respect to the rear in the traveling direction, the inclined step portion 15 is further pushed upward by the inclined step portion 15, and the central weir plate 12 and the rear weir plate 13 are sequentially Since the thickness is increased, the concrete is pressed and smoothed. in this way,
The concrete is sequentially collected by the front weir 11, the concrete is pushed upward by the inclined step 15 at the boundary between the front weir 11 and the central weir 12, and the concrete is crushed and smoothed by the central weir 12. Concrete is further pushed upward at the inclined step 15 at the boundary between the central weir plate 12 and the rear weir plate 13, and the concrete is further crushed and smoothed by the rear weir plate 13, and the finished concrete surface is finished with the finished rubber plate 14. To the final finish.

【0010】このように、コンクリートを前方堰板11
から供給しながら台車2を移動させることにより、逆L
字型堰板4により連続的にシールコンクリート作業が行
えると共に、台車2やレール18を簡単に据え付け、取
り外しが行えるため、短時間に作業を終えることが出来
る。
As described above, concrete is transferred to the front weir plate 11.
By moving the carriage 2 while supplying from the
The sealing concrete work can be continuously performed by the V-shaped weir plate 4, and the carriage 2 and the rail 18 can be easily installed and removed, so that the work can be completed in a short time.

【0011】[0011]

【効果】本発明の移動式シールコン型枠は、法面等に沿
ってシールコン型枠を移動させながらコンクリートを打
設し、法面等にシールコンクリートを連続的に打設する
ことが出来るため、従来作業時と比べて時間が大幅に短
縮でき、全体の作業時間も短縮できる。また、台車をレ
ールに沿って移動させるため、シールコンクリート面の
仕上がりが綺麗である。
The movable seal concrete form of the present invention can cast concrete while moving the seal concrete form along the slope or the like, and continuously cast seal concrete on the slope or the like. The time can be greatly reduced as compared with the conventional operation, and the entire operation time can also be reduced. Further, since the carriage is moved along the rail, the finish of the seal concrete surface is beautiful.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の移動式シールコン型枠の斜視図であ
る。
FIG. 1 is a perspective view of a movable seal mold according to the present invention.

【図2】本発明の移動式シールコン型枠を引き起こした
状態の斜視図である。
FIG. 2 is a perspective view showing a state in which a movable seal-con form of the present invention is raised.

【図3】本発明の移動式シールコン型枠が使用される法
面の断面図である。
FIG. 3 is a cross-sectional view of a slope on which the movable seal-con mold of the present invention is used.

【符号の説明】[Explanation of symbols]

1 車輪 2 台車 3 蝶番 4 逆L字型堰板 5 調節ネジ棒 6 車輪取付枠 7 ガイドローラ取付枠 8 ガイドローラ 9 リング 10 コ字形アングル 11 前方堰板 12 中央堰板 13 後方堰板 14 仕上げゴム板 15 傾斜段部 16 法面 17 シールコンクリート 18 レール REFERENCE SIGNS LIST 1 wheel 2 carriage 3 hinge 4 inverted L-shaped dam board 5 adjusting screw rod 6 wheel mounting frame 7 guide roller mounting frame 8 guide roller 9 ring 10 U-shaped angle 11 front dam board 12 central dam board 13 rear dam board 14 finishing rubber Plate 15 Inclined step 16 Slope 17 Sealed concrete 18 Rail

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 下面に車輪を備えた台車と、該台車の一
方側に蝶番により傾動自在に連結され、徐々に厚さを変
えた前方堰板、中央堰板、後方堰板及び仕上げゴム板か
ら成り、前記前方堰板、中央堰板、後方堰板は、それぞ
れの境界部分を下端から上端へ向かうにしたがって進行
方向後方側に傾斜させると共に、進行方向前方側の境界
部分の傾斜角度を小さくし、進行方向後方側の境界部分
の傾斜角度を大きくした傾斜段部を形成した逆L字型堰
板とから構成されることを特徴とする移動式シールコン
型枠。
1. A bogie having wheels on its lower surface, a front weir plate, a central weir plate, a rear weir plate, and a finished rubber plate that are connected to one side of the bogie so as to be tiltable by a hinge and have gradually changed thickness. The front weir plate, the center weir plate, and the rear weir plate are configured such that the respective boundary portions are inclined rearward in the traveling direction from the lower end to the upper end, and the inclination angle of the boundary portion on the front side in the traveling direction is reduced. And an inverted L-shaped weir plate formed with an inclined step portion having an increased inclination angle at a boundary portion on the rear side in the traveling direction.
JP2000215932A 2000-07-17 2000-07-17 Movable seal concrete formwork Pending JP2002030665A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000215932A JP2002030665A (en) 2000-07-17 2000-07-17 Movable seal concrete formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000215932A JP2002030665A (en) 2000-07-17 2000-07-17 Movable seal concrete formwork

Publications (1)

Publication Number Publication Date
JP2002030665A true JP2002030665A (en) 2002-01-31

Family

ID=18711280

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000215932A Pending JP2002030665A (en) 2000-07-17 2000-07-17 Movable seal concrete formwork

Country Status (1)

Country Link
JP (1) JP2002030665A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101044745B1 (en) * 2010-11-12 2011-06-27 유재홍 Boundary stone constructing apparatus and method enabling leveling and hardening

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101044745B1 (en) * 2010-11-12 2011-06-27 유재홍 Boundary stone constructing apparatus and method enabling leveling and hardening

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