JP2003227123A - Earth formwork molding method, and construction equipment for use in molding earth formwork - Google Patents

Earth formwork molding method, and construction equipment for use in molding earth formwork

Info

Publication number
JP2003227123A
JP2003227123A JP2002025308A JP2002025308A JP2003227123A JP 2003227123 A JP2003227123 A JP 2003227123A JP 2002025308 A JP2002025308 A JP 2002025308A JP 2002025308 A JP2002025308 A JP 2002025308A JP 2003227123 A JP2003227123 A JP 2003227123A
Authority
JP
Japan
Prior art keywords
sand
earth
face plate
molding
slope
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.)
Granted
Application number
JP2002025308A
Other languages
Japanese (ja)
Other versions
JP3948968B2 (en
Inventor
Koichi Mimura
幸一 三村
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.)
Ohmoto Gumi Co Ltd
Original Assignee
Ohmoto Gumi Co Ltd
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 Ohmoto Gumi Co Ltd filed Critical Ohmoto Gumi Co Ltd
Priority to JP2002025308A priority Critical patent/JP3948968B2/en
Publication of JP2003227123A publication Critical patent/JP2003227123A/en
Application granted granted Critical
Publication of JP3948968B2 publication Critical patent/JP3948968B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Moulds, Cores, Or Mandrels (AREA)
  • Operation Control Of Excavators (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide an earth formwork molding method for use in molding earth formwork of a check dam, etc., which can mold the earth formwork of a desired shape only by molding an earth upper surface by means of a bucket of a backhoe shovel or the like, thereby facilitating molding work, improving the working efficiency thereof, and facilitating lining-up of the earth formwork and unmanned execution of the work. <P>SOLUTION: According to the method, a slope shaping faceplate 19 is ascendably/ descendably attached to a side surface of a track frame 18 of the backhoe shovel 11 equipped with the bucket 16, via an arm 21 and an ascendable/descendable cylinder 22. Then, the faceplate 19 is pressed to an end face of earth and sand A accumulated on the ground, and the upper surface 1a of the earth and sand A is molded by using a lower surface of the bucket 16. Thus, the earth and sand A are raked toward the faceplate 19 and compacted to shape the slope 1b, to thereby mold the earth formwork 1 having a desired inclination of slope. Thereafter, when the faceplate 19 is retreated upward, the backhoe shovel 11 is moved through a distance corresponding to the length of the faceplate 19 in an earth formwork extending direction, and then the faceplate 19 is set, whereby the upper surface and the slope of the earth formwork are simultaneously molded by means of the bucket 16 and the faceplate 19. In this manner, these steps are repeatedly carried out. <P>COPYRIGHT: (C)2003,JPO

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、砂防ダム等のコン
クリート構造物を構築するために使用される土砂型枠の
成形方法及び土砂型枠成形用建設機械に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for molding a sand / sand mold used for constructing a concrete structure such as a sabo dam and a construction machine for molding the sand / sand mold.

【0002】[0002]

【従来の技術】砂防ダム等では、超硬練りのコンクリー
ト(RCC:Roller Compacted Concrete)の型枠として
現地土砂を成形して得られた土砂型枠を用い、コンクリ
ート打設を行っている。RCCは、ダンプ等で左右一対
の土砂型枠間に荷下ろしされ、ブルドーザー等で敷き均
され、振動ローラー等で締め固められる。
2. Description of the Related Art In erosion control dams and the like, concrete placement is carried out using earth and sand molds obtained by molding local earth and sand as molds for super hard concrete (RCC: Roller Compacted Concrete). The RCC is unloaded between a pair of left and right earth and sand forms by a dump or the like, spread by a bulldozer or the like, and compacted by a vibrating roller or the like.

【0003】図5は、このような土砂型枠の1例の概略
を示したものであり、積み上げた現地土砂Aを成形し
て、構築されるコンクリート構造物Bの長手方向に平行
な一対の土砂型枠1,1を形成する。土砂型枠1は、そ
の型枠面が所定の勾配で傾斜する法面1bとされ、左右
一対の土砂型枠1,1で形成される偏平な逆台形の空間
にコンクリート2を打設して締め固める。次いで、完成
した土砂型枠1及びコンクリート2の平らな上面に、次
の土砂型枠1,1を間隔を狭めて成形し、コンクリート
2を打設して締め固めし、以上のような土砂型枠1の成
形とコンクリート2の打設・締固めを順次繰り返すこと
により、砂防ダム等のコンクリート構造物Bが構築され
る。
FIG. 5 shows an outline of an example of such a earth and sand form. A pair of a pair of local earth and sand A formed in parallel with the longitudinal direction of a concrete structure B to be constructed is formed. The sand molds 1 and 1 are formed. The earth and sand mold 1 has a slope 1b whose surface is inclined at a predetermined gradient, and concrete 2 is cast in a flat inverted trapezoidal space formed by a pair of left and right earth and sand molds 1 and 1. Compact. Next, on the flat top surface of the completed earth and sand form 1 and concrete 2, the next earth and sand forms 1 and 1 are formed with a narrow interval, and concrete 2 is cast and compacted, and the earth and sand mold as described above is formed. A concrete structure B such as a sabo dam is constructed by sequentially repeating the molding of the frame 1 and the placing and compacting of the concrete 2.

【0004】このような構成の土砂型枠1の成形には、
従来、バックホウ等の走行式建設機械のブーム先端に法
面整形用の専用バケットを取付け、この専用バケットの
下面で土砂型枠1の天端1a及び法面1bを叩いて成形
している。
For molding the earth and sand mold 1 having such a structure,
Conventionally, a dedicated bucket for shaping a slope is attached to the tip of a boom of a traveling construction machine such as a backhoe, and the top end 1a and the slope 1b of the earth and sand formwork 1 are tapped to form the lower surface of the dedicated bucket.

【0005】[0005]

【発明が解決しようとする課題】従来のように、土砂型
枠の天端及び法面の両方をバックホウ等のバケットで成
形する場合、法肩の整形にはオペレータの熟練度を必要
とし、また、そのための作業に時間がかかる。さらに、
バケットによる成形では、構築するコンクリート構造物
の長手方向の通りを出すのが難しい。また、危険な現場
の場合には、無人化施工が望まれており、バケットによ
る天端及び法面の成形では無人化施工が難しい。
When molding both the top end and the slope of the earth and sand form using buckets such as a backhoe as in the prior art, it is necessary for the operator to have skill in shaping the shoulder. , It takes time to work. further,
Molding with a bucket makes it difficult to extend the longitudinal direction of the concrete structure to be constructed. Further, in a dangerous site, unmanned construction is desired, and it is difficult to unmanned construction by forming the top end and slope with a bucket.

【0006】本発明は、このような問題を解決すべくな
されたものであり、その目的は、砂防ダム等のコンクリ
ート構造物の土砂型枠の成形に際し、バックホウ等のバ
ケットで土砂の天端のみを成形するだけで所望の形状を
持つ土砂型枠を成形することができ、成形作業が容易に
なると共に、作業効率の向上を図ることができ、土砂型
枠のライン出しも容易となり、さらに、無人化施工も容
易となる土砂型枠の成形方法及び土砂型枠成形用建設機
械を提供することにある。
The present invention has been made to solve such a problem, and an object thereof is to form only a top end of earth and sand with a bucket such as a backhoe when forming a earth and sand form of a concrete structure such as a sabo dam. It is possible to mold the earth and sand mold with a desired shape simply by molding, and it is possible to facilitate the molding work and improve work efficiency, and it is easy to put out the earth and sand mold line, An object of the present invention is to provide a method for forming a sand and sand mold and a construction machine for forming a sand and sand mold that facilitates unmanned construction.

【0007】[0007]

【課題を解決するための手段】本発明の請求項1は、積
み上げられた土砂を成形して打設コンクリート(RCC
等)の型枠とする土砂型枠の成形方法であり、積み上げ
られた土砂の端面に走行式建設機械に設けた土砂型枠法
面整形用の面板を押し当て、走行式建設機械のバケット
で前記土砂の天端を成形することにより土砂を前記面板
側へ寄せて土砂型枠の法面を整形し、所定の形状を持つ
土砂型枠を成形することを特徴とする土砂型枠の成形方
法である。
According to the first aspect of the present invention, a pile of earth and sand is formed to cast concrete (RCC).
Etc.) is the method of forming a sand and sand form, and the face plate for slope shaping of the earth and sand form provided on the traveling construction machine is pressed against the end surface of the piled sediment, and the bucket of the traveling construction machine is used. A method for forming a sand / sand mold which comprises shaping the slope of the sand / sand mold by bringing the sand / sand to the face plate side by molding the top end of the sand / sand to form a sand / sand mold having a predetermined shape. Is.

【0008】本発明の請求項2は、土砂型枠を成形する
ための建設機械であり、バケットを備えた上部旋回体と
下部走行体からなる走行式建設機械の下部走行体に土砂
型枠法面整形用の面板が設けられていることを特徴とす
る土砂型枠成形用建設機械である。
According to a second aspect of the present invention, there is provided a construction machine for forming a sand and sand form, and a sand and sand form method is applied to a lower traveling body of a traveling construction machine including an upper swing body and a lower traveling body equipped with a bucket. It is a construction machine for earth and sand form forming, which is provided with a face plate for face shaping.

【0009】請求項1及び2において、走行式建設機械
は、例えばバックホウであり、その下部走行体のトラッ
クフレームの側面に土砂型枠法面整形用の面板を取付
け、この面板を土砂の端面に押し付け、バックホウのバ
ケットで土砂の天端を成形することにより土砂を面板側
へかき寄せて締め固め、土砂型枠の法面を整形し、上部
旋回体に備えられているバケットと前記面板で土砂型枠
の天端及び法面を同時に成形する。また、走行式建設機
械を土砂型枠の延在方向に面板の長さ分だけ移動させて
前記成形作業を順次繰り返す。走行式建設機械はクロー
ラ式が好ましいが、ホイール式などでもよい。
In the first and second aspects of the present invention, the traveling construction machine is, for example, a backhoe, and a face plate for earth and sand form slope shaping is attached to the side surface of the track frame of the lower traveling body, and this face plate is attached to the end surface of the earth and sand. By pressing and compacting the top of the sand and sand with a backhoe bucket, the sand and sand are squeezed to the face plate side and compacted, the slope of the sand and sand mold is shaped, and the bucket and the face plate provided in the upper revolving structure The top and slope of the frame are molded at the same time. Further, the traveling type construction machine is moved in the extending direction of the earth and sand formwork by the length of the face plate, and the forming operation is sequentially repeated. The traveling construction machine is preferably a crawler type, but may be a wheel type or the like.

【0010】本発明の請求項3は、請求項2に記載の土
砂型枠成形用建設機械において、土砂型枠法面整形用の
面板は下部走行体のトラックフレームに昇降機構または
進退移動機構を介して取付けられていることを特徴とす
る土砂型枠成形用建設機械である。
According to a third aspect of the present invention, in the earth and sand frame forming construction machine according to the second aspect, the face plate for adjusting the slope of the earth and sand frame has an elevating mechanism or an advancing / retreating moving mechanism on the track frame of the lower traveling body. It is a construction machine for earth and sand mold forming, which is characterized in that it is attached through.

【0011】この請求項3は、走行式建設機械を土砂型
枠の延在方向に面板の長さ分だけ移動させる際、面板を
土砂型枠から退避させ、移動後は、面板を土砂の端面に
押し付けることができるようにした場合である。昇降機
構は、回転アームと昇降シリンダ等から構成し、面板を
上昇回転させて上方に退避させ、下降回転させて基礎面
(コンクリート面)にセットする。進退移動機構は、シ
リンダ等から構成し、水平に進退移動させる。
According to the third aspect of the present invention, when the traveling construction machine is moved in the extending direction of the earth and sand mold by the length of the face plate, the face plate is retracted from the earth and sand form frame, and after the movement, the face plate is moved to the end surface of the earth and sand. This is the case when it can be pressed against. The elevating mechanism is composed of a rotating arm, an elevating cylinder, and the like. The face plate is rotated upward to retract it upward, and downwardly rotated to set it on the foundation surface (concrete surface). The advancing / retreating mechanism is composed of a cylinder or the like, and moves the advancing / retreating horizontally.

【0012】本発明の請求項4は、請求項3に記載の土
砂型枠成形用建設機械において、昇降機構または進退移
動機構の先端に面板取付部材が設けられ、この面板取付
部材に角度調整部材を介して土砂型枠法面整形用の面板
が取付けられていることを特徴とする土砂型枠成形用建
設機械である。
According to a fourth aspect of the present invention, in the construction machine for forming a sand mold according to the third aspect, a face plate mounting member is provided at a tip of the elevating mechanism or the advancing / retreating moving mechanism, and the face plate mounting member has an angle adjusting member. A construction machine for molding a sand and sand mold which is characterized in that a face plate for shaping the slope of the sand and sand mold is attached thereto.

【0013】この請求項4は、面板の傾斜角を任意に設
定できるようにした場合である。面板と面板取付部材
(取付板)の下部同士をピンヒンジで接続し、上部同士
を角度調整部材(ターンバックル等)で連結する。面板
の傾斜角を変えることで、土砂型枠の法面の勾配及び天
端の高さを任意に設定することができる。
According to the fourth aspect, the inclination angle of the face plate can be arbitrarily set. The lower parts of the face plate and the face plate mounting member (mounting plate) are connected by a pin hinge, and the upper parts are connected by an angle adjusting member (turnbuckle, etc.). By changing the inclination angle of the face plate, the slope of the slope of the sand and sand mold and the height of the top can be arbitrarily set.

【0014】以上のような構成において、砂防ダム等の
コンクリート構造物の土砂型枠の成形に際し、積み上げ
られた土砂の端面に面板を押し付け、バックホウ等のバ
ケットで土砂の天端のみを成形だけで所望の形状を持つ
土砂型枠を成形することができ、従来のバケットのみに
よる成形のように法面整形の熟練作業が不要となり、成
形作業が容易になると共に、作業効率の向上を図ること
ができる。
In the above structure, when molding the earth and sand form of a concrete structure such as a sabo dam, a face plate is pressed against the end surface of the piled earth and sand, and only the top end of the earth and sand is formed by a bucket such as a backhoe. It is possible to mold the earth and sand mold with a desired shape, and the skilled work of slope shaping unlike the conventional molding with only a bucket is unnecessary, the molding work is facilitated and the work efficiency is improved. it can.

【0015】また、バックホウ等で面板を移動させてセ
ットすればよいため、土砂型枠のライン出しも容易とな
り、さらに、無人化施工も容易となる。
Further, since it is only necessary to move and set the face plate with a backhoe or the like, it becomes easy to set the line of the earth and sand form, and further, unmanned construction becomes easy.

【0016】また、面板を昇降機構や進退機構を介して
下部走行体のトラックフレームに取付けることで、面板
を成形位置に容易に確実にセットすることができる。ま
た、面板を角度調整部材を介して面板取付部材に取付け
ることで、土砂型枠の法面の勾配及び天端の高さを任意
に設定することができる。
Further, by mounting the face plate on the track frame of the lower traveling body via the elevating mechanism and the advancing / retreating mechanism, the face plate can be easily and surely set at the molding position. Further, by attaching the face plate to the face plate attaching member via the angle adjusting member, the slope of the slope of the earth and sand mold and the height of the top can be arbitrarily set.

【0017】[0017]

【発明の実施の形態】以下、本発明を図示する実施形態
に基づいて説明する。図1〜図4は、本発明の土砂型枠
の成形方法に用いる土砂型枠成形用建設機械の1実施形
態とその成形状況を示したものである。図5は、本発明
により成形される土砂型枠の1例の概略を示したもので
ある。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, the present invention will be described based on illustrated embodiments. 1 to 4 show one embodiment of a construction machine for forming a sand and sand mold used in the method for forming a sand and sand mold of the present invention and its forming condition. FIG. 5 shows an outline of an example of the earth and sand mold formed by the present invention.

【0018】図1、図2において、本発明の土砂型枠成
形用建設機械10は、バックホウ11を利用したもので
ある。バックホウ11は、上部旋回体12とクローラ式
の下部走行体13からなり、上部旋回体12は、起伏可
能なブーム14と、このブーム14の先端に上下方向に
回転可能に取付けられたアーム15と、このアーム15
の先端に上下方向に回転可能に取付けられたバケット1
6を備えている。
1 and 2, a construction machine 10 for forming a sand and sand mold of the present invention uses a backhoe 11. The backhoe 11 includes an upper revolving structure 12 and a crawler-type lower traveling structure 13, and the upper revolving structure 12 includes a boom 14 that can be raised and lowered and an arm 15 that is attached to the tip of the boom 14 so as to be vertically rotatable. , This arm 15
1 attached to the tip of the rotatably in the vertical direction
6 is provided.

【0019】このようなバックホウ11において、下部
走行体13の片側のクローラ(履帯)17のトラックフ
レーム18の側面に土砂型枠法面整形用の面板(サイド
ブレード)19を取付け、土砂型枠1の設置位置に積み
上げられた土砂Aの内側の端面に面板19を所定の傾斜
角θで押し当て、バケット16の下面で土砂型枠1の天
端1aを成形することにより土砂Aを面板19側へかき
寄せて締め固め、土砂型枠1の所定の勾配を持つ法面1
bを整形する。バケット16は、通常使用されるもので
もよいし、下面が平な天端整形用の専用バケットでもよ
い。
In the backhoe 11 as described above, a face plate (side blade) 19 for earth and sand mold slope shaping is attached to the side surface of the track frame 18 of the crawler (crawler belt) 17 on one side of the lower traveling body 13, and the earth and sand form frame 1 is attached. The face plate 19 is pressed against the inner end surface of the earth and sand A stacked at the installation position at a predetermined inclination angle θ, and the top end 1a of the earth and sand form 1 is formed on the lower surface of the bucket 16 to transfer the earth and sand A to the face plate 19 side. Slope 1 of soil and sand mold 1 with a certain slope
Shape b. The bucket 16 may be a commonly used bucket or a dedicated bucket for shaping the top end having a flat lower surface.

【0020】面板19は、図2〜図4に示すように、適
当な幅と長さを有する長方形状の鋼板等であり、その幅
と傾斜角θを変えることにより、土砂型枠1の単位高さ
及び法面1bの勾配を任意に設定することができる。ま
た、その長さにより、土砂型枠1の長手方向における1
回の成形長さが決定される。
As shown in FIGS. 2 to 4, the face plate 19 is a rectangular steel plate or the like having an appropriate width and length, and the unit of the earth and sand form 1 can be changed by changing the width and the inclination angle θ. The height and the slope of the slope 1b can be set arbitrarily. Also, due to its length, it is 1 in the longitudinal direction of the earth and sand formwork 1.
The molding length of the cycle is determined.

【0021】この面板19は、図3、図4に示すよう
に、取付板20に傾斜させて取付け、この取付板20を
一対のアーム21,21と一対の昇降シリンダ22,2
2を介してトラックフレーム18に取付け、上下方向に
回転して昇降できるようにされている。なお、これに限
らず、例えばシリンダ等により土砂Aに対して水平に進
退移動できるようにしてもよい。
As shown in FIGS. 3 and 4, the face plate 19 is attached to the mounting plate 20 while being inclined, and the mounting plate 20 is mounted on the mounting plate 20 and the pair of lifting cylinders 22, 2.
It is attached to the track frame 18 via 2 and can be rotated up and down to move up and down. However, the present invention is not limited to this, and it may be configured to be able to move forward and backward horizontally with respect to the earth and sand A by a cylinder or the like.

【0022】アーム21は、その基端部をトラックフレ
ーム18の長手方向の端部における側面に軸23を介し
て取付け、その先端部を取付板20の下部に固定する。
昇降シリンダ22は、アーム21の内側に配設し、その
シリンダ基部をピンヒンジ24によりトラックフレーム
18の上面に固定し、そのピストン軸先端をピンヒンジ
25により取付板20の下部に固定する。なお、トラッ
クフレーム18には、下部に多数のトラックローラが、
上部に複数のキャリアローラが設けられているが、前述
のように取付ければ、走行に支障をきたすことはない。
The arm 21 has its base end attached to the side surface at the end in the longitudinal direction of the track frame 18 via a shaft 23, and its tip end fixed to the lower part of the attachment plate 20.
The elevating cylinder 22 is arranged inside the arm 21, the cylinder base is fixed to the upper surface of the track frame 18 by a pin hinge 24, and the piston shaft tip is fixed to the lower part of the mounting plate 20 by a pin hinge 25. The track frame 18 has a number of track rollers at the bottom.
A plurality of carrier rollers are provided on the upper part, but if they are mounted as described above, they will not hinder traveling.

【0023】面板19は、取付板20に固定してもよい
が、角度調整できるようにするのが好ましい。即ち、図
3、図4に示すように、面板19と取付板20の下部同
士を取付板20の長手方向の両端部においてピンヒンジ
26で連結し、長手方向に間隔をおいて複数配設した角
度調整用のターンバックル27により面板19と取付板
20の上部同士を接続する。
The face plate 19 may be fixed to the mounting plate 20, but it is preferable that the angle can be adjusted. That is, as shown in FIGS. 3 and 4, the lower portions of the face plate 19 and the mounting plate 20 are connected by pin hinges 26 at both ends in the longitudinal direction of the mounting plate 20, and a plurality of angles are provided at intervals in the longitudinal direction. The upper part of the face plate 19 and the upper part of the mounting plate 20 are connected to each other by a turnbuckle 27 for adjustment.

【0024】図3に示すように、昇降シリンダ22のピ
ストンロッドを伸縮させることで、面板19が軸23を
回転中心として昇降し、面板19を上方に退避させ、か
つ、基礎面(コンクリート面)上にセットすることがで
きる。面板19は、セットした状態で傾斜角θが例えば
45°となるように、ターンバックル27により調整す
る。また、ターンバックル27で任意の傾斜角に設定で
きることはいうまでもない。面板19の上端は、天端1
aの成形に際して天端レベルのメジャーとして利用され
る。なお、ターンバックルに限らず、シリンダ等で角度
調整することもできる。
As shown in FIG. 3, by expanding and contracting the piston rod of the elevating cylinder 22, the face plate 19 moves up and down around the shaft 23 as the center of rotation, retracts the face plate 19 upward, and the foundation face (concrete face). Can be set on. The face plate 19 is adjusted by the turnbuckle 27 so that the inclination angle θ becomes 45 ° when set. Further, it goes without saying that the turnbuckle 27 can be set to an arbitrary inclination angle. The upper end of the face plate 19 is the top end 1
It is used as a measure at the top level when molding a. The angle can be adjusted not only by the turnbuckle but also by a cylinder or the like.

【0025】なお、図4に示すように、面板19には、
必要に応じて、その両端部にサイドガイド28が設けら
れ、その上端部にクラウンカバー29が設けられる。サ
イドガイド28は、面板19を補剛するため、また、土
砂型枠1の成形が終了した後、面板19を移動させる
際、成形した法面1bを面板19の端部で崩すのを防止
するために設けられる。クラウンカバー29は、面板1
9と取付板20の間に土砂が侵入するを防止するために
設けられる。
As shown in FIG. 4, the face plate 19 has
If necessary, side guides 28 are provided at both end portions thereof, and a crown cover 29 is provided at an upper end portion thereof. The side guides 28 stiffen the face plate 19, and also prevent the molded slope 1b from breaking at the end of the face plate 19 when the face plate 19 is moved after the molding of the earth and sand mold 1 is completed. It is provided for. The crown cover 29 is the face plate 1
It is provided to prevent dirt and sand from entering between the mounting plate 20 and the mounting plate 20.

【0026】以上のような構成の土砂型枠成形用建設機
械を使用して、以下に示すような手順で土砂型枠の成形
を行う。
The construction machine for earth and sand molds having the above construction is used to mold the earth and sand molds in the following procedure.

【0027】(1) 基礎面あるいは既に打設されたコンク
リート面にバックホウ11を乗り入れ、土砂型枠1の設
置位置に積み上げられた土砂Aの内側の端面に面板19
をセットし所定の傾斜角θで押し当て、バケット16の
下面で土砂型枠1の天端1aを成形すると同時に、土砂
Aを面板19側へかき寄せ締め固めることにより土砂型
枠1の所定の勾配を持つ法面1bを成形する。図4に示
すように、土砂型枠1が所定の単位長さ(面板19の長
さ)にわたって所定の形状に成形される。
(1) The backhoe 11 is put on the foundation surface or the concrete surface that has already been placed, and the face plate 19 is attached to the inner end surface of the earth and sand A piled up at the installation position of the earth and sand formwork 1.
Is set and pressed at a predetermined inclination angle θ to form the top end 1a of the sand / sand mold 1 on the lower surface of the bucket 16, and at the same time, the sand / sand A is raked to the face plate 19 side and compacted, whereby a predetermined slope of the sand / sand mold 1 is obtained. The slope 1b having the above is formed. As shown in FIG. 4, the earth and sand mold 1 is molded into a predetermined shape over a predetermined unit length (length of the face plate 19).

【0028】(2) 面板19を上昇退避させ、バックホウ
11を単位長さ分(面板19の長さ分)だけ土砂型枠1
の延在方向(コンクリート構造物の長手方向)に走行さ
せ、次いで、面板19を下降させてセットし、上記(1)
の土砂型枠の単位長さ分の成形を行う。なお、面板19
は、上昇退避させることなく、バックホウ11の移動に
よりそのままスライドさせることもできる。
(2) The face plate 19 is raised and retracted, and the backhoe 11 is moved by the unit length (the length of the face plate 19) to the sand mold 1
Traveling in the extending direction (longitudinal direction of the concrete structure), and then lowering and setting the face plate 19, the above (1)
Mold the unit length of the sand mold of. The face plate 19
Can be slid as it is by moving the backhoe 11 without raising and retracting.

【0029】(3) 以上のような土砂型枠の単位長さ分の
成形と走行を順次繰り返し、片側の土砂型枠1が完成す
ると、反対側の土砂型枠1を同様に成形する。
(3) When the molding and running for the unit length of the earth and sand mold as described above are sequentially repeated and the earth and sand mold 1 on one side is completed, the earth and sand mold 1 on the other side is similarly formed.

【0030】左右一対の土砂型枠1,1が完成すると、
図5に示すように、従来と同様、土砂型枠1,1で形成
される偏平な逆台形の空間にRCCのコンクリート2を
打設し締め固め、以上のような土砂型枠1の成形とコン
クリート2の打設・締固めを順次繰り返すことにより、
砂防ダム等のコンクリート構造物Bが構築される。
When the pair of left and right earth and sand molds 1, 1 are completed,
As shown in FIG. 5, as in the conventional case, the RCC concrete 2 is cast and compacted in the flat inverted trapezoidal space formed by the sand and sand molds 1 and 1, and the sand and sand mold 1 is molded as described above. By repeating the pouring and compaction of concrete 2,
A concrete structure B such as a sabo dam is constructed.

【0031】なお、無人化施工を行う場合には、GPS
(全地球測位システム)を利用し、バックホウ11にG
PSのアンテナや受信機、監視カメラ装置、自動制御装
置などを搭載し、GPSのアンテナや受信機、監視カメ
ラのモニタ、コントローラなどを備えた遠隔操作局によ
り、デジタル無線等で遠隔操作する。
In the case of unmanned construction, GPS is used.
Using the (Global Positioning System), G on the backhoe 11
A PS antenna, a receiver, a surveillance camera device, an automatic control device, etc. are mounted, and a remote operation station equipped with a GPS antenna, a receiver, a monitor of a surveillance camera, a controller, etc., performs remote control by digital radio or the like.

【0032】なお、以上は、砂防ダム等の土砂型枠の成
形に適用した例について説明したが、その他のコンクリ
ート構造物の土砂型枠の成形にも本発明を適用できるこ
とはいうまでもない。
In the above, the example applied to the molding of the earth and sand mold such as the erosion control dam was explained, but it goes without saying that the present invention can be applied to the molding of the earth and sand mold of other concrete structures.

【0033】[0033]

【発明の効果】本発明は、以上のような構成からなるの
で、次のような効果を奏することができる。
Since the present invention is constructed as described above, the following effects can be obtained.

【0034】(1) 砂防ダム等のコンクリート構造物の土
砂型枠の成形に際し、積み上げられた土砂の端面に面板
を押し付け、走行式建設機械のバケットで土砂の天端の
みを成形だけで所望の形状を持つ土砂型枠を成形するこ
とができ、従来のバケットのみによる成形のように法面
整形の熟練作業が不要となり、成形作業が容易になると
共に、作業効率の向上を図ることができる。
(1) When molding a sand mold for a concrete structure such as a sabo dam, a face plate is pressed against the end faces of the stacked sand, and only the top end of the sand is molded with a bucket of a traveling construction machine to obtain a desired shape. It is possible to mold the earth and sand mold having a shape, the skilled work of slope shaping unlike the conventional molding using only a bucket is unnecessary, the molding work is facilitated, and the working efficiency can be improved.

【0035】(2) 走行式建設機械で面板を移動させてセ
ットすればよいため、土砂型枠のライン出しも容易とな
り、良好な形状の土砂型枠を効率良く形成することがで
きる。
(2) Since it is only necessary to move and set the face plate with the traveling construction machine, the line of the earth and sand form can be easily set, and the earth and sand form having a good shape can be efficiently formed.

【0036】(3) 走行式建設機械で面板を移動させてセ
ットすればよいため、無人化施工も容易となり、危険な
現場にも有効に適用することができる。
(3) Since it is only necessary to move and set the face plate with the traveling construction machine, unmanned construction becomes easy and it can be effectively applied to a dangerous site.

【0037】(4) 面板を昇降機構や進退機構を介して下
部走行体のトラックフレームに取付けることで、面板を
成形位置に容易に確実にセットすることができる。
(4) By attaching the face plate to the track frame of the lower traveling body via the elevating mechanism and the advancing / retreating mechanism, the face plate can be easily and surely set at the molding position.

【0038】(5) 面板を角度調整部材を介して面板取付
部材に取付けることで、土砂型枠の法面の勾配及び天端
の高さを任意に設定することができる。
(5) By attaching the face plate to the face plate attaching member via the angle adjusting member, the slope of the slope of the earth and sand form and the height of the top can be arbitrarily set.

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

【図1】本発明の土砂型枠の成形方法に用いる土砂型枠
成形用建設機械の1実施形態とその成形状況を示す正面
図である。
FIG. 1 is a front view showing an embodiment of a construction machine for molding a sand and sand mold used in a method for molding a sand and sand mold of the present invention and a molding situation thereof.

【図2】図1の土砂型枠成形用建設機械の平面図であ
る。
2 is a plan view of the construction machine for molding the earth and sand form of FIG. 1. FIG.

【図3】図1の土砂型枠成形用建設機械の部分拡大正面
図である。
FIG. 3 is a partially enlarged front view of the construction machine for molding the earth and sand form of FIG. 1.

【図4】図1の土砂型枠成形用建設機械の土砂型枠法面
成形用の面板部分を示す斜視図である。
FIG. 4 is a perspective view showing a face plate portion for forming a slope of a sand mold frame of the construction machine for molding a sand mold of FIG. 1.

【図5】本発明により成形される土砂型枠の1例の概略
を示す断面図である。
FIG. 5 is a cross-sectional view showing an outline of an example of a sand / sand mold formed by the present invention.

【符号の説明】[Explanation of symbols]

A…現地土砂 B…コンクリート構造物(砂防ダム等) 1…土砂型枠 1a…天端 1b…法面 2…コンクリート(RCC等) 10…土砂型枠成形用建設機械 11…バックホウ 12…上部旋回体 13…下部走行体 14…ブーム 15…アーム 16…バケット 17…クローラ(履帯) 18…トラックフレーム 19…面板(サイドブレード) 20…取付板 21…アーム 22…昇降シリンダ 23…軸 24…ピンヒンジ 25…ピンヒンジ 26…ピンヒンジ 27…ターンバックル 28…サイドガイド 29…クラウンカバー A ... Local sediment B: Concrete structure (sabo dam, etc.) 1 ... earth and sand formwork 1a ... top 1b ... Slope 2 ... Concrete (RCC, etc.) 10 ... Construction machine for earth and sand form forming 11 ... Backhoe 12 ... Upper swing body 13 ... Undercarriage 14 ... Boom 15 ... Arm 16 ... bucket 17 ... Crawler 18 ... Track frame 19 ... Face plate (side blade) 20 ... Mounting plate 21 ... Arm 22 ... Lifting cylinder 23 ... Axis 24 ... Pin hinge 25 ... Pin hinge 26 ... Pin hinge 27 ... Turnbuckle 28 ... Side guide 29 ... Crown cover

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 積み上げられた土砂を成形して打設コン
クリートの型枠とする土砂型枠の成形方法であり、積み
上げられた土砂の端面に走行式建設機械に設けた土砂型
枠法面整形用の面板を押し当て、走行式建設機械のバケ
ットで前記土砂の天端を成形することにより土砂を前記
面板側へ寄せて土砂型枠の法面を整形し、所定の形状を
持つ土砂型枠を成形することを特徴とする土砂型枠の成
形方法。
1. A method for forming a sand and sand form which forms the piled earth and sand into a form of cast concrete, in which the end face of the piled sand and sand is provided on a traveling construction machine. Press the face plate for use and shape the top of the sand with the bucket of the traveling construction machine to bring the sand toward the face plate side and shape the slope of the sand form, and the sand form with a predetermined shape A method for molding a sand and sand mold, which comprises molding.
【請求項2】 土砂型枠を成形するための建設機械であ
り、バケットを備えた上部旋回体と下部走行体からなる
走行式建設機械の下部走行体に土砂型枠法面整形用の面
板が設けられていることを特徴とする土砂型枠成形用建
設機械。
2. A construction machine for forming a sand and sand mold, wherein a lower traveling body of a traveling construction machine including an upper swing body and a lower traveling body equipped with a bucket is provided with a face plate for shaping a slope of the sand and sand mold. A construction machine for earth and sand mold forming, which is characterized by being provided.
【請求項3】 請求項2に記載の土砂型枠成形用建設機
械において、土砂型枠法面整形用の面板は下部走行体の
トラックフレームに昇降機構または進退移動機構を介し
て取付けられていることを特徴とする土砂型枠成形用建
設機械。
3. The construction machine for forming a sand mold according to claim 2, wherein the face plate for shaping the slope of the sand mold is attached to the track frame of the lower traveling body through an elevating mechanism or a forward / backward moving mechanism. A construction machine for forming earth and sand molds, which is characterized in that
【請求項4】 請求項3に記載の土砂型枠成形用建設機
械において、昇降機構または進退移動機構の先端に面板
取付部材が設けられ、この面板取付部材に角度調整部材
を介して土砂型枠法面整形用の面板が取付けられている
ことを特徴とする土砂型枠成形用建設機械。
4. The construction machine for earth and sand mold forming according to claim 3, wherein a face plate mounting member is provided at a tip of the elevating mechanism or the advancing / retreating mechanism, and the earth and sand form frame is attached to the face plate mounting member through an angle adjusting member. A construction machine for earth and sand mold forming, which is equipped with a face plate for slope shaping.
JP2002025308A 2002-02-01 2002-02-01 Earth and sand mold forming method and earth and sand mold forming machine Expired - Fee Related JP3948968B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002025308A JP3948968B2 (en) 2002-02-01 2002-02-01 Earth and sand mold forming method and earth and sand mold forming machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002025308A JP3948968B2 (en) 2002-02-01 2002-02-01 Earth and sand mold forming method and earth and sand mold forming machine

Publications (2)

Publication Number Publication Date
JP2003227123A true JP2003227123A (en) 2003-08-15
JP3948968B2 JP3948968B2 (en) 2007-07-25

Family

ID=27747496

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP3948968B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007051518A (en) * 2005-08-19 2007-03-01 Kanto Regional Development Bureau Ministry Of Land Infrastructure & Transport Construction method for civil engineering structure
JP2007247168A (en) * 2006-03-14 2007-09-27 Ohmoto Gumi Co Ltd End treatment method for concrete structure
JP2008038474A (en) * 2006-08-07 2008-02-21 Ohmoto Gumi Co Ltd Method of treating end of shield plate of concrete structure and traveling construction machine

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007051518A (en) * 2005-08-19 2007-03-01 Kanto Regional Development Bureau Ministry Of Land Infrastructure & Transport Construction method for civil engineering structure
JP2007247168A (en) * 2006-03-14 2007-09-27 Ohmoto Gumi Co Ltd End treatment method for concrete structure
JP4502963B2 (en) * 2006-03-14 2010-07-14 株式会社大本組 End treatment method for concrete structures
JP2008038474A (en) * 2006-08-07 2008-02-21 Ohmoto Gumi Co Ltd Method of treating end of shield plate of concrete structure and traveling construction machine
JP4652295B2 (en) * 2006-08-07 2011-03-16 株式会社大本組 Shield plate end treatment method for concrete structure and traveling construction machine

Also Published As

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