JP2000335876A - Sediment discharging container - Google Patents

Sediment discharging container

Info

Publication number
JP2000335876A
JP2000335876A JP11150814A JP15081499A JP2000335876A JP 2000335876 A JP2000335876 A JP 2000335876A JP 11150814 A JP11150814 A JP 11150814A JP 15081499 A JP15081499 A JP 15081499A JP 2000335876 A JP2000335876 A JP 2000335876A
Authority
JP
Japan
Prior art keywords
container
earth
sediment
sand
discharging
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
JP11150814A
Other languages
Japanese (ja)
Inventor
Yoji Ikeda
洋治 池田
Original Assignee
Daiangumi:Kk
有限会社 大安組
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 Daiangumi:Kk, 有限会社 大安組 filed Critical Daiangumi:Kk
Priority to JP11150814A priority Critical patent/JP2000335876A/en
Publication of JP2000335876A publication Critical patent/JP2000335876A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To improve work efficiency and discharge sediment to a designated position by locking a locking member in a pair of opposite sides installed at a designated height on the ground, and oscillating the container around the support points to discharge sediment. SOLUTION: Excavated sediment 1a is put in a sediment discharge container 2, lifted by a crane as a lifting means and continuously two locking members 3 of four locking member 3 provided on the outer surface of the sediment discharging container 2 are locked in a turning over body 4 disposed in a sediment discharge part in the state of suspending the sediment discharging container 2. Secondly, a wire suspended from the crane is gradually lowered to tumble the sediment discharging container 2 around the turning over body 4 as a fulcrum while the locking members 3 is locked in the turning-over body 4, thereby discharging sediment 1a. Thus, the tumbling work for the sediment discharging container 2 is simplified and the body 4 are installed in a desired place for discharging the sediment 1a, whereby the sediment 1a can be discharged to the desired place.

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、掘削施工時に使用
される土砂排出用容体に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a container for discharging earth and sand used during excavation work.
【0002】[0002]
【従来の技術及び発明が解決しようとする課題】従来か
ら、例えば井戸やマンホールなどの掘削施工は、地面を
掘削し、この掘削された土砂を排出するとともに、この
掘削孔に埋設筒を埋設して施工される。掘削した土砂
は、クレーンから垂設されるワイヤーの先端に土砂排出
用容体を設け、該土砂排出用容体を掘削箇所まで降下さ
せ、土砂排出用容体に掘削箇所で掘削した土砂を入れ、
土砂排出用容体に土砂が所定量入ったらこの土砂排出用
容体をクレーンにより吊り上げることで掘削孔から排出
している。
2. Description of the Related Art Conventionally, when digging a well or manhole, for example, the ground is excavated, the excavated earth and sand is discharged, and a buried cylinder is buried in the excavation hole. Is constructed. The excavated earth and sand is provided with a container for earth and sand discharge at the tip of a wire suspended from the crane, the container for earth and sand discharge is lowered to the excavation point, and the earth and sand excavated at the excavation point is put in the container for earth and sand discharge,
When a predetermined amount of sediment enters the sediment discharging container, the sediment discharging container is lifted by a crane and discharged from the excavation hole.
【0003】ところで、従来において、吊り上げられた
土砂排出用容体から土砂を排出する作業は、まず土砂排
出用容体を地面に置き、そして、クレーンを操作して土
砂排出用容体を引きずりながら反転(横転)させる方法
で行われるのが一般的であるが、この作業は極めて厄介
で作業能率が悪く、そして、この方法では土砂を決めら
れた排出位置に排出させるのも極めて困難である。
Conventionally, the operation of discharging the sediment from the suspended sediment discharging container is as follows. First, the sediment discharging container is placed on the ground, and then the crane is turned (turned over) while operating the crane to drag the sediment discharging container. ) Is generally performed, but this operation is extremely troublesome and inefficient, and it is very difficult to discharge the sediment to a predetermined discharge position by this method.
【0004】本発明は、上述の問題点を解決する土砂排
出用容体を提供するものである。
[0004] The present invention provides a container for discharging earth and sand that solves the above-mentioned problems.
【0005】[0005]
【課題を解決するための手段】添付図面を参照して本発
明の要旨を説明する。
The gist of the present invention will be described with reference to the accompanying drawings.
【0006】地面1を掘削して得られた土砂1aを上方
へ吊り上げ排出する為の土砂排出用容体2であって、該
土砂排出用容体2は外面に係止体3が設けられ、この係
止体3は、地上に設置され所定高さ位置に横架された反
転体4に係止すると、土砂1aが充填された土砂排出用
容体2が係止体3を支点に擺動して該土砂1aが排出さ
れるように構成されていることを特徴とする土砂排出用
容体に係るものである。
A sediment discharging container 2 for lifting up and discharging the earth and sand 1a obtained by excavating the ground 1, and the sediment discharging container 2 is provided with a locking member 3 on its outer surface. When the stopping body 3 is fixed to the reversing body 4 installed on the ground and laid at a predetermined height, the earth and sand discharging container 2 filled with the earth and sand 1a slides around the engaging body 3 as a fulcrum and the earth and sand is released. The present invention relates to a container for discharging earth and sand, which is configured to discharge 1a.
【0007】また、請求項1記載の土砂排出用容体にお
いて、前記係止体3は土砂排出用容体2の下部に所定間
隔をおいて複数設けられていることを特徴とする土砂排
出用容体に係るものである。
The earth and sand discharging container according to claim 1, wherein a plurality of said locking members (3) are provided at a predetermined interval below the earth and sand discharging container (2). It is related.
【0008】また、請求項2記載の土砂排出用容体にお
いて、土砂排出用容体2として方形体を採用し、前記係
止体3は鉤状体であり、該鉤状部3aは土砂排出用容体
2の角部に設けられ、且つ、土砂排出用容体2の中心方
向へ向けて形成されていることを特徴とする土砂排出用
容体に係るものである。
Further, in the container for discharging earth and sand according to claim 2, a rectangular body is adopted as the container for discharging earth and sand, and the locking member 3 is a hook-like body, and the hook-like portion 3a is a container for discharging earth and sand. 2 is provided at a corner of the container 2 and is formed toward the center of the container 2 for discharging earth and sand.
【0009】また、請求項1〜3いずれか1項に記載の
土砂排出用容体において、前記反転体4は載置部5に立
設された立ち上がり部6に横架されていることを特徴と
する土砂排出用容体に係るものである。
Further, in the container for discharging earth and sand according to any one of claims 1 to 3, the reversing member 4 is laid horizontally on a rising portion 6 erected on the mounting portion 5. It relates to a container for discharging sediment.
【0010】また、請求項1〜4いずれか1項に記載の
土砂排出用容体において、前記土砂排出用容体2は周面
に回転体7が設けられ、該回転体7は掘削孔8の壁面8
aに当接するように構成されていることを特徴とする土
砂排出用容体に係るものである。
The earth and sand discharging container according to any one of claims 1 to 4, wherein the earth and sand discharging container 2 has a rotating body 7 provided on a peripheral surface thereof, and the rotating body 7 is a wall surface of an excavation hole 8. 8
a, which is configured to come into contact with the container a.
【0011】[0011]
【発明の作用及び効果】本発明は、土砂排出用容体2に
掘削した土砂1aを入れて吊り上げ手段により吊り上
げ、土砂排出用容体2の外面に設けた係止体3を反転体
4に係止させて該土砂排出用容体2を反転させると、土
砂排出用容体2から土砂1aが排出されることになる。
According to the present invention, the excavated earth and sand 1a is put into the earth and sand discharging container 2 and lifted by a lifting means, and the engaging member 3 provided on the outer surface of the earth and sand discharging container 2 is engaged with the reversing member 4. When the sediment discharging container 2 is turned over, the sediment 1a is discharged from the sediment discharging container 2.
【0012】従って、本発明は、従来から厄介な作業と
されて来た土砂排出用容体2の反転作業が極めて簡易に
行えることになり、よって、土砂排出用容体2から土砂
1aを排出する作業が極めて効率良く行えることにな
り、しかも、例えば土砂1aを排出させたい所望の箇所
に反転体4を設置するだけで当該箇所に土砂1aを迅速
且つ正確に排出させることができることになる従来にな
い画期的な土砂排出用容体となる。
Therefore, according to the present invention, the reversing operation of the sediment discharging container 2 which has conventionally been regarded as a troublesome operation can be performed extremely easily. Therefore, the operation of discharging the sediment 1a from the sediment discharging container 2 can be performed. Can be performed very efficiently, and the earth and sand 1a can be quickly and accurately discharged to the desired location by merely installing the reversing body 4 at a desired location where the soil 1a is to be discharged, for example. It is a revolutionary container for earth and sand discharge.
【0013】また、請求項2記載の発明においては、前
記請求項1記載の発明の作用効果に加え、係止体3は土
砂排出用容体2の下部に所定間隔をおいて複数設けられ
ているから、吊り上げられた土砂排出用容体2と反転体
4との位置関係を考慮して最も係止し易い位置にある係
止体3を選択して反転体4に係止させることができるこ
とになり、しかも、例えば反転体4に対して複数の係止
体3を係止させることで安定した状態で反転させること
もでき、ひいては、土砂排出用容体2から土砂1aを排
出する作業が安全に且つ効率良く行えることになる従来
にない画期的な土砂排出用容体となる。
According to the second aspect of the present invention, in addition to the functions and effects of the first aspect of the present invention, a plurality of locking members 3 are provided at predetermined intervals below the earth and sand discharging container 2. From the above, it is possible to select the locking body 3 at the position where locking is most easily performed in consideration of the positional relationship between the suspended sediment discharging container 2 and the inverted body 4 and lock the inverted body 4 to the inverted body 4. In addition, for example, by locking a plurality of locking members 3 with respect to the reversing member 4, the turning can be performed in a stable state. It is a groundbreaking sediment discharge vessel that can be performed efficiently.
【0014】また、請求項3記載の発明においては、前
記請求項2記載の発明の作用効果に加え、土砂排出用容
体2として方形体を採用し、前記係止体3は鉤状体であ
り、該鉤状部3aは土砂排出用容体2の角部に設けら
れ、且つ、土砂排出用容体2の中心方向へ向けて形成さ
れているから、例えばクレーンでチェーンにより吊って
土砂排出用容体2を反転体4上に載置し、チェーンを下
げるようにして移動させると、土砂排出用容体2は反転
体4上を移動し、いずれかの係止体3が反転体4に係止
されることになるから、土砂排出用容体2の反転作業が
極めて簡易且つ迅速に行えることになる従来にない画期
的な土砂排出用容体となる。
According to the third aspect of the present invention, in addition to the functions and effects of the second aspect of the present invention, a rectangular body is adopted as the sediment discharging container 2, and the locking body 3 is a hook-like body. Since the hook-shaped portion 3a is provided at the corner of the earth and sand discharging container 2 and is formed toward the center of the earth and sand discharging container 2, the earth and sand discharging container 2 is suspended by a chain using a crane, for example. Is placed on the reversing body 4 and moved so as to lower the chain, the sediment discharging container 2 moves on the reversing body 4 and one of the locking bodies 3 is locked by the reversing body 4. As a result, the earth and sand discharging container 2 can be reversed extremely easily and quickly.
【0015】また、請求項4記載の発明においては、前
記請求項1〜3記載の発明の作用効果に加え、反転体4
は載置部5に立設された立ち上がり部6に横架されてい
るから、反転体4で安定的に支持した状態で土砂排出用
容体2を反転させることができ、しかも、立ち上がり部
6の高さを適宜設定することで、土砂1aの落下距離を
調整したり、係止体3が係止し易い位置となるように反
転体4を配設することができる従来にない画期的な土砂
排出用容体となる。
According to a fourth aspect of the present invention, in addition to the functions and effects of the first to third aspects, the inverted body 4
Since the is suspended on the rising portion 6 erected on the mounting portion 5, the earth and sand discharging container 2 can be inverted while being stably supported by the reversing body 4. By setting the height appropriately, the falling distance of the earth and sand 1a can be adjusted, and the reversing body 4 can be arranged so that the locking body 3 is easily locked. It becomes a container for sediment discharge.
【0016】また、請求項5記載の発明においては、前
記請求項1〜4記載の発明の作用効果に加え、土砂排出
用容体2に掘削した土砂1aを入れて掘削孔8内を吊り
上げる際、回転体7を掘削孔8の壁面8aに予め当接さ
ながら(沿わせながら)吊り上げれば、土砂排出用容体
2が掘削孔8の壁面8aに勢いよく衝突したりしないの
は勿論、土砂排出用容体2が掘削孔8の壁面8aに引っ
掛かったりすることもなく、よって、掘削孔8内の昇降
時に土砂排出用容体2が反転したりしてしまうことを可
及的に防止し、極めて安全に掘削土砂の排出作業が行え
ることになり、ひいては作業能率にも秀れることになる
など従来にない画期的な土砂排出用容体となる。
According to the fifth aspect of the present invention, in addition to the functions and effects of the first to fourth aspects of the present invention, when the excavated earth and sand 1a is put into the earth and sand discharging container 2 and the inside of the excavation hole 8 is lifted, If the rotating body 7 is lifted while abutting (along with) the wall surface 8a of the excavation hole 8 in advance, the sediment discharging container 2 does not vigorously collide with the wall surface 8a of the excavation hole 8 and the sediment discharging The container 2 does not get caught on the wall surface 8a of the excavation hole 8, and therefore, it is possible to prevent the sediment discharge container 2 from inverting when ascending and descending in the excavation hole 8 as much as possible, and it is extremely safe. Excavated earth and sand can be discharged, and the work efficiency can be improved.
【0017】[0017]
【発明の実施の態様】図面は本発明の一実施例を図示し
たものであり、以下に説明する。
BRIEF DESCRIPTION OF THE DRAWINGS The drawings illustrate one embodiment of the present invention and are described below.
【0018】土砂排出用容体(バケット体)2は、図1
〜3に図示したように適宜な金属製の部材を平面視方形
状の容体状に形成したものであり、この土砂排出用容体
2の四つ角部は面カットされて平坦面が形成されてい
る。
The container (bucket body) 2 for discharging earth and sand is shown in FIG.
As shown in FIGS. 1 to 3, an appropriate metal member is formed in a rectangular shape in a plan view, and the four corners of the earth and sand discharging container 2 are cut to form a flat surface.
【0019】また、土砂排出用容体2は、下面の四つの
コーナー部に板状の係止体3が突出形成されている。
尚、この係止体3の形成位置は、土砂排出用容体2内に
土砂1aを入れた際の該土砂排出用容体2の重心位置よ
りも下方であれば良く(良好に反転させることができ
る。)、土砂排出用容体2の周面に突出形成するなど適
宜設計し得るものである。
The earth and sand discharging container 2 has plate-shaped locking members 3 protruding from four corners on the lower surface.
Note that the formation position of the locking body 3 only needs to be below the center of gravity of the earth and sand discharging container 2 when the earth and sand 1a is put into the earth and sand discharging container 2 (it can be satisfactorily inverted). ), And can be appropriately designed, for example, by protruding the peripheral surface of the earth and sand discharging container 2.
【0020】この係止体3は、後述する反転体4に引っ
掛け係止し得るフック形状の鉤状部3aが設けられ、こ
の各鉤状部3aは土砂排出用容体2の中心方向へ向けて
設けられている。従って、この四つの係止体3のうち二
つの係止体3を反転体4に係止させると、二つの係止体
3が単に平面視平行となっている場合に比し、平面視ハ
字状となっている分、しっかりと係止されることにな
る。
The locking body 3 is provided with hook-shaped hooks 3a which can be hooked and locked on a reversing body 4 to be described later. Each hook-shaped portion 3a is directed toward the center of the earth and sand discharging container 2. Is provided. Therefore, when two of the four locking members 3 are locked to the reversing member 4, the two locking members 3 are simply parallel to each other in plan view. Because it is shaped like a letter, it will be securely locked.
【0021】また、土砂排出用容体2の平坦面には、夫
々上下位置に回転体7が設けられている。
On the flat surface of the earth and sand discharging container 2, rotators 7 are provided at upper and lower positions, respectively.
【0022】この回転体7は、図1〜3に図示したよう
に土砂排出用容体2に係る各平坦面の上下位置に突出形
成された一対の板材9間に回動自在に軸架されている。
As shown in FIGS. 1 to 3, the rotating body 7 is rotatably mounted between a pair of plate members 9 which are formed at upper and lower positions on each flat surface of the earth and sand discharging container 2. I have.
【0023】この回転体7は、土砂排出用容体2を円筒
状の掘削孔8内を昇降せしめた際、対向する回転体7が
掘削孔8の壁面(埋設筒)8aに当接して土砂排出用容
体2の周面が掘削孔8の壁面8aに当接するのを阻止し
得る位置及び大きさ(高さ寸法)に設定されている。
When the rotating body 7 raises and lowers the earth and sand discharging container 2 in the cylindrical excavation hole 8, the opposing rotating body 7 comes into contact with the wall surface (buried cylinder) 8 a of the excavation hole 8 and discharges the sediment. The position and the size (height dimension) are set so as to prevent the peripheral surface of the container 2 from contacting the wall surface 8a of the excavation hole 8.
【0024】尚、回転体7としては、本実施例のような
車輪だけに限られる訳ではなく、例えば巾の広いローラ
ーなど、本実施例の特性を発揮せしめるものであればど
のようなものでも採用し得るものである。
The rotating member 7 is not limited to the wheels as in the present embodiment, but may be any member such as a wide roller that can exhibit the characteristics of the present embodiment. It can be adopted.
【0025】また、土砂排出用容体2には、吊り下げ部
材10が設けられている。
The earth and sand discharging container 2 is provided with a suspending member 10.
【0026】この吊り下げ部材10は、図1〜3に図示し
たように4本の金属製のチェーン部材10aと、この4本
のチェーン部材10aの先端同志を連結する金属製の連結
板10bとで構成され、連結板10bには、上面にクレーン
11から垂設されるワイヤー12の先端に設けられたフック
部材13を接続し得る接続部10b’が設けられている。反
転体4は、図1〜3に図示したように適宜な金属製の部
材を形成した棒状体であり、この反転体4は金属製の枠
体14に横架されている。
As shown in FIGS. 1 to 3, the hanging member 10 includes four metal chain members 10a and a metal connecting plate 10b connecting the tips of the four chain members 10a. The connecting plate 10b has a crane
A connecting portion 10b 'is provided for connecting a hook member 13 provided at the tip of a wire 12 hanging from the wire 11. The reversing body 4 is a rod-like body on which an appropriate metal member is formed as shown in FIGS. 1 to 3.
【0027】具体的には、この枠体14は、所謂鉄棒台の
ようにロ字形状の載置部5と該載置部5の長尺杆中央部
に立設された一対の棒状の立ち上がり部6とで構成さ
れ、この立ち上がり部6の上端部間には反転体4が架設
されており、反転体4の載置部5からの高さ(立ち上が
り部6の長さ)は、土砂排出用容体2を反転させても該
土砂排出用容体2が地面又は排出した土砂1aに当接し
ない程度の高さ(長さ)に設定されている。
More specifically, the frame body 14 has a mounting portion 5 having a rectangular shape like a so-called iron bar base, and a pair of bar-shaped rising portions which are erected at the center of a long rod of the mounting portion 5. A reversing body 4 is provided between the upper ends of the rising portions 6, and the height of the reversing body 4 from the mounting portion 5 (the length of the rising portions 6) is determined by discharging the sediment. The height (length) is set such that the soil discharging container 2 does not come into contact with the ground or the discharged soil 1a even when the container 2 is inverted.
【0028】符号1は地面、1aは土砂、15は土砂排出
部である。以下、本実施例に係る土砂排出用容体2から
土砂1aを排出する方法について説明する。
Reference numeral 1 is the ground, 1a is the earth and sand, and 15 is the earth and sand discharge part. Hereinafter, a method of discharging the earth and sand 1a from the earth and sand discharging container 2 according to the present embodiment will be described.
【0029】先ず、土砂排出用容体2に掘削した土砂1
aを入れて吊り上げ手段としてのクレーン11により吊り
上げ、続いて、土砂排出用容体2を吊り下げた状態のま
ま該土砂排出用容体2の外面に設けた四つの係止体3の
うち二つの係止体3を土砂排出部15に配設された反転体
4に係止させ、続いて、クレーン11から垂設されるワイ
ヤー12を徐々に下げることで、係止体3を反転体4に係
止させたまま該反転体4を支点にして土砂排出用容体2
を反転させると、土砂排出用容体2から土砂1aが排出
されることになる(図2参照)。
First, the earth and sand 1 excavated in the earth and sand discharge vessel 2
a and is lifted by a crane 11 serving as a lifting means, and then two of the four locking members 3 provided on the outer surface of the sediment discharging container 2 while the sediment discharging container 2 is suspended. The locking body 3 is engaged with the reversing body 4 by locking the stopping body 3 to the reversing body 4 disposed in the earth and sand discharging portion 15 and then gradually lowering the wire 12 suspended from the crane 11. The sediment discharging container 2 is set with the reversing member 4 as a fulcrum while being stopped.
Is reversed, the earth and sand 1a is discharged from the earth and sand discharge container 2 (see FIG. 2).
【0030】尚、本実施例では四つの係止体3のうち二
つの係止体3を反転体4に係止させて反転させる構造が
採用されているが、一つの係止体3を反転体4に係止さ
せて反転させる構造にするなど、本実施例の特性を発揮
し得るものであれば適宜設計し得るものである。
In the present embodiment, a structure is employed in which two of the four locking members 3 are locked by the reversing member 4 and inverted, but one locking member 3 is inverted. Any structure that can exhibit the characteristics of the present embodiment, such as a structure in which the structure is locked to the body 4 and inverted, can be appropriately designed.
【0031】本実施例は上述のように構成したから、従
来から厄介な作業とされて来た土砂排出用容体2の反転
作業が極めて簡易に行えることになり、よって、土砂排
出用容体2から土砂1aを排出する作業が極めて効率良
く行えることになり、しかも、例えば土砂1aを排出さ
せたい所望の箇所(土砂排出部15)に反転体4を設置す
るだけで当該箇所に土砂1aを迅速且つ正確に排出させ
ることができることになる。
Since the present embodiment is constructed as described above, the reversing operation of the sediment discharging container 2, which has been conventionally troublesome, can be performed extremely easily. The operation of discharging the earth and sand 1a can be performed extremely efficiently. Further, for example, only by installing the reversing body 4 at a desired place (the earth and sand discharge part 15) where the earth and sand 1a is desired to be discharged, the earth and sand 1a can be quickly and rapidly transferred to the place. It will be possible to discharge accurately.
【0032】また、本実施例は、係止体3が土砂排出用
容体2の下部に所定間隔をおいて複数設けられており、
具体的には、係止体3は土砂排出用容体2の下面の四つ
のコーナー部に突出形成されているから、吊り上げられ
た土砂排出用容体2と反転体4との位置関係を考慮して
最も係止し易い位置にある係止体3を選択して反転体4
に係止させることができることになり、しかも、反転体
4に対して二つの係止体3を係止させることで振れたり
せず安定した状態で反転させることができ、ひいては、
土砂排出用容体2から土砂1aを排出する作業が安全に
且つ効率良く行えることになる。
Further, in this embodiment, a plurality of locking members 3 are provided at a lower portion of the earth and sand discharging container 2 at predetermined intervals.
Specifically, since the locking body 3 is formed to protrude from the four corners on the lower surface of the earth and sand discharging container 2, the positional relationship between the suspended earth and sand discharging container 2 and the inverted body 4 is taken into consideration. Select the locking body 3 at the position where locking is most easily performed and select the reversing body 4
In addition, by locking the two locking members 3 with respect to the reversing member 4, it is possible to perform the reversing in a stable state without swinging.
The operation of discharging the earth and sand 1a from the earth and sand discharging container 2 can be performed safely and efficiently.
【0033】また、本実施例は、土砂排出用容体2とし
て方形体を採用し、前記係止体3は鉤状体であり、該鉤
状部3aは土砂排出用容体2の角部に設けられ、且つ、
土砂排出用容体2の中心方向へ向けて形成されているか
ら、クレーン11でチェーン部材10aにより吊って土砂排
出用容体2を反転体4上に載置し、チェーン部材10aを
下げるようにして移動させると、土砂排出用容体2は反
転体4上を移動し、いずれかの係止体3が反転体4に係
止されることになるから、土砂排出用容体2の反転作業
が極めて簡易且つ迅速に行えることになる。
In this embodiment, a rectangular body is adopted as the earth and sand discharging container 2, and the locking member 3 is a hook-like body, and the hook-like portion 3a is provided at a corner of the earth and sand discharging container 2. And
Since it is formed toward the center of the sediment discharging container 2, the crane 11 suspends the sediment discharging container 2 on the reversing body 4 by the chain member 10a, and moves the chain member 10a down. Then, the sediment discharging container 2 moves on the reversing member 4 and one of the locking members 3 is locked by the reversing member 4, so that the reversing operation of the sediment discharging container 2 is extremely simple and easy. It can be done quickly.
【0034】また、本実施例は、反転体4は載置部5に
立設された立ち上がり部6に付設されているから、反転
体4で安定的に支持した状態で土砂排出用容体2を反転
させることができ、しかも、立ち上がり部6の高さを適
宜設定することで、土砂1aの落下距離を調整したり、
係止体3が係止し易い位置となるように反転体4を配設
することができることになる。
Further, in this embodiment, since the reversing member 4 is attached to the rising portion 6 erected on the mounting portion 5, the sediment discharging container 2 is stably supported by the reversing member 4. It can be reversed, and by appropriately setting the height of the rising portion 6, the falling distance of the earth and sand 1a can be adjusted,
The reversing body 4 can be disposed so that the locking body 3 is at a position where the locking body 3 is easily locked.
【0035】また、本実施例は、土砂排出用容体2に掘
削した土砂1aを入れて掘削孔8内を吊り上げる際、回
転体7を掘削孔8の壁面8aに予め当接さながら(沿わ
せながら)吊り上げれば、土砂排出用容体2が掘削孔8
の壁面8aに勢いよく衝突したりしないのは勿論、土砂
排出用容体2が掘削孔8の壁面8aに引っ掛かったりす
ることもなく、よって、掘削孔8内の昇降時に土砂排出
用容体2が反転したりしてしまうことを可及的に防止
し、極めて安全に掘削土砂の排出作業が行えることにな
り、ひいては作業能率にも秀れることになる。また、万
一、掘削作業中に掘削部位にて怪我人や病人が出た場
合、従来であれば他の作業者が背負って仮設階段を上っ
て地上まで上げていたが、本実施例によれば、土砂排出
用容体2に怪我人や病人を乗せた状態で地上まで簡易に
上げることができる。即ち、従来においては、クレーン
11により土砂排出用容体2を吊り上げる際、土砂排出用
容体2が掘削孔8の壁面8aに衝突した勢いで反転した
り、掘削孔8の壁面8aに引っ掛かることで反転してし
まう場合があり、よって、怪我人や病人などを土砂排出
用容体2内に乗せた状態で吊り上げることは極めて危険
で不可能であったが、この点、本実施例は、前述のよう
に掘削孔8内において土砂排出用容体2を吊り上げても
反転する心配がないから、土砂1aを排出する他にも、
作業者の昇降用の容体としても使用でき非常に便利とな
る。
In this embodiment, when the excavated earth 1a is put into the earth and sand discharging container 2 and lifted in the excavation hole 8, the rotating body 7 is brought into contact with the wall surface 8a of the excavation hole 8 in advance (while the rotating body 7 is in contact with the wall 8a). ) If lifted, the sediment discharge container 2 is
Of course, the earth and sand discharge container 2 does not get caught on the wall surface 8a of the drilling hole 8, so that the earth and sand discharge container 2 is inverted when the drilling hole 8 moves up and down. The excavation of the excavated earth and sand can be performed very safely, and the work efficiency can be improved. In the event that an injured or sick person appears at the excavated site during excavation work, other workers would have to carry the temporary stairs and carry them up to the ground in the past. According to this, the injured or sick person can be easily lifted up to the ground with the earth and sand discharging container 2 placed thereon. That is, conventionally,
When lifting the sediment discharging container 2 by 11, the sediment discharging container 2 may be inverted by the momentum that collides with the wall surface 8 a of the excavation hole 8 or may be inverted by being caught on the wall surface 8 a of the excavation hole 8, Therefore, it was extremely dangerous and impossible to lift an injured person or a sick person in the earth and sand discharge container 2. However, in this regard, the present embodiment is described as follows. Since there is no fear that the container 2 will be inverted even if the container 2 is lifted, in addition to discharging the soil 1a,
It can be used as a container for raising and lowering the worker, which is very convenient.
【図面の簡単な説明】[Brief description of the drawings]
【図1】本実施例を示す斜視図である。FIG. 1 is a perspective view showing the present embodiment.
【図2】本実施例の使用状態を示す説明図である。FIG. 2 is an explanatory diagram illustrating a use state of the present embodiment.
【図3】本実施例の使用状態を示す説明図である。FIG. 3 is an explanatory diagram showing a use state of the embodiment.
【符号の説明】[Explanation of symbols]
1 地面 1a 土砂 2 土砂排出用容体 3 係止体 3a 鉤状部 4 反転体 5 載置部 6 立ち上がり部 7 回転体 8 掘削孔 8a 壁面 DESCRIPTION OF SYMBOLS 1 Ground 1a Earth and sand 2 Container for earth and sand discharge 3 Locking body 3a Hook-shaped part 4 Inversion body 5 Placement part 6 Standing part 7 Rotating body 8 Drilling hole 8a Wall surface

Claims (5)

    【特許請求の範囲】[Claims]
  1. 【請求項1】 地面を掘削して得られた土砂を上方へ吊
    り上げ排出する為の土砂排出用容体であって、該土砂排
    出用容体は外面に係止体が設けられ、この係止体は、地
    上に設置され所定高さ位置に横架された反転体に係止す
    ると、土砂が充填された土砂排出用容体が係止体を支点
    に擺動して該土砂が排出されるように構成されているこ
    とを特徴とする土砂排出用容体。
    1. An earth and sand discharging container for lifting and discharging earth and sand obtained by excavating the ground upward, wherein the earth and sand discharging container is provided with a locking body on an outer surface, and the locking body is provided with a locking body. When locked on a reversing body placed on the ground and laid at a predetermined height, the earth and sand discharging container filled with earth and sand is swung around the locking body to discharge the earth and sand. A container for discharging sediment, characterized in that:
  2. 【請求項2】 請求項1記載の土砂排出用容体におい
    て、前記係止体は土砂排出用容体の下部に所定間隔をお
    いて複数設けられていることを特徴とする土砂排出用容
    体。
    2. The earth and sand discharging container according to claim 1, wherein a plurality of said locking members are provided at a predetermined interval below the earth and sand discharging container.
  3. 【請求項3】 請求項2記載の土砂排出用容体におい
    て、土砂排出用容体として方形体を採用し、前記係止体
    は鉤状体であり、該鉤状部は土砂排出用容体の角部に設
    けられ、且つ、土砂排出用容体の中心方向へ向けて形成
    されていることを特徴とする土砂排出用容体。
    3. The earth and sand discharging container according to claim 2, wherein a rectangular body is adopted as the earth and sand discharging container, and said locking body is a hook-like body, and said hook-like portion is a corner of said earth and sand discharging container. Characterized in that the container is provided at a center of the container and is formed toward the center of the container.
  4. 【請求項4】 請求項1〜3いずれか1項に記載の土砂
    排出用容体において、前記反転体は載置部に立設された
    立ち上がり部に横架されていることを特徴とする土砂排
    出用容体。
    4. The earth and sand discharging container according to claim 1, wherein said reversing body is laid horizontally on a rising portion provided upright on a mounting portion. The body.
  5. 【請求項5】 請求項1〜4いずれか1項に記載の土砂
    排出用容体において、前記土砂排出用容体は周面に回転
    体が設けられ、該回転体は掘削孔の壁面に当接するよう
    に構成されていることを特徴とする土砂排出用容体。
    5. The earth and sand discharging container according to claim 1, wherein the earth and sand discharging container is provided with a rotating body on a peripheral surface, and the rotating body comes into contact with a wall surface of a drilling hole. A container for discharging sediment, characterized in that the container is configured as follows.
JP11150814A 1999-05-31 1999-05-31 Sediment discharging container Pending JP2000335876A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11150814A JP2000335876A (en) 1999-05-31 1999-05-31 Sediment discharging container

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11150814A JP2000335876A (en) 1999-05-31 1999-05-31 Sediment discharging container

Publications (1)

Publication Number Publication Date
JP2000335876A true JP2000335876A (en) 2000-12-05

Family

ID=15505010

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11150814A Pending JP2000335876A (en) 1999-05-31 1999-05-31 Sediment discharging container

Country Status (1)

Country Link
JP (1) JP2000335876A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101110837B1 (en) 2009-11-23 2012-02-24 삼성중공업 주식회사 Turnover method of use turn over jig

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101110837B1 (en) 2009-11-23 2012-02-24 삼성중공업 주식회사 Turnover method of use turn over jig

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