JPS591851B2 - drilling method - Google Patents
drilling methodInfo
- Publication number
- JPS591851B2 JPS591851B2 JP18404981A JP18404981A JPS591851B2 JP S591851 B2 JPS591851 B2 JP S591851B2 JP 18404981 A JP18404981 A JP 18404981A JP 18404981 A JP18404981 A JP 18404981A JP S591851 B2 JPS591851 B2 JP S591851B2
- Authority
- JP
- Japan
- Prior art keywords
- ground
- earth
- backhoe
- embankment
- excavation
- 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
- 238000000034 method Methods 0.000 title claims description 5
- 238000005553 drilling Methods 0.000 title 1
- 238000009412 basement excavation Methods 0.000 claims description 8
- 239000004575 stone Substances 0.000 claims description 6
- 239000004576 sand Substances 0.000 claims description 5
- 239000002689 soil Substances 0.000 claims description 4
- 238000007790 scraping Methods 0.000 claims description 2
- 238000007796 conventional method Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F1/00—General working methods with dredgers or soil-shifting machines
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
Description
【発明の詳細な説明】
本発明は新規な構成を有する掘削方法を提供しようとす
るものである。DETAILED DESCRIPTION OF THE INVENTION The present invention seeks to provide an excavation method having a novel configuration.
従来ストーンピッカーへの土砂の投入は、バックホーを
使用しているが、バックホーは深度の浅い掘削が不得意
であるため、掘削能力を充分発揮することができないな
どの問題がある。Conventionally, backhoes are used to introduce earth and sand into stone pickers, but backhoes are not good at digging at shallow depths, so there are problems such as not being able to fully utilize their digging capacity.
本発明はかかる問題を充分解決しようとするもので、以
下図面を参照しながら、その1実施例の詳細を説明する
。The present invention aims to fully solve this problem, and one embodiment thereof will be described in detail below with reference to the drawings.
掘削を所望する所定面積を有する圃場などの被処理地面
1において、処理深さに相邑する地表面1人をブルドー
ザなどで削りながら土砂を上記地面1の一部に集めて土
堤2を築堤し、との土堤2をバックホー3などにより、
当該土堤2を掘削しながら土砂をストーンピッカーなど
の処理装置4に投入するよう構成されている。In the ground 1 to be treated, such as a farm field having a predetermined area where excavation is desired, earth and sand are collected on a part of the ground 1 while scraping the ground surface corresponding to the depth of treatment with a bulldozer, and an earth embankment 2 is built. Then, the earthen embankment 2 is removed by backhoe 3, etc.
It is configured to feed earth and sand into a processing device 4 such as a stone picker while excavating the earth embankment 2.
そして、たとえばストーンピッカーで処理された除礫ず
みの土砂はまた掘削された地面I A’上に敷きつめブ
ルドーザなどで均一になるよう均す。Then, for example, the gravel that has been removed by a stone picker is spread over the excavated ground IA' and leveled using a bulldozer or the like.
以上は土堤2を被処理地面1の全面をブルドーザで削っ
た場合で説明したが、第6図、第7図の如く上記地面1
の一部に掘削しない部分1人“を残してこの部分1人“
上に土堤2を形成したものでもよい。The above explanation is based on the case where the earth embankment 2 is carved out of the entire surface of the ground 1 to be treated using a bulldozer, but as shown in Figures 6 and 7, the ground 1
There is one person who does not excavate in a part of the area, and one person who does not excavate this part.
It may also have an earthen embankment 2 formed thereon.
この場合、上記掘削しない部分1A“についてはバック
ホーで処理することになる。In this case, the portion 1A'' that is not excavated will be treated with a backhoe.
なお、第5図はバックホーが土堤上に乗った状態で処理
している場合を示しているが、第8図の如く地上にあり
ながら土堤2の長手方向へ掘削処理してもよい。Although FIG. 5 shows a case in which the backhoe is carrying out processing while riding on the earthen embankment, it is also possible to perform excavation processing in the longitudinal direction of the earthen embankment 2 while being on the ground as shown in FIG.
本発明のものは上述の如く構成されているからA バッ
クホーの掘削能力を最大限に71″(用できる。Since the present invention is constructed as described above, the excavation capacity of the backhoe A can be utilized to the maximum of 71''.
B ストーンピッカーへ投入する場合、当該ストーンピ
ッカーの投入シュートとバックホーの作業レベルの差が
小さくなり、ダンプ作業が容易となる。B When dumping into a stone picker, the difference between the work level of the stone picker's charging chute and the backhoe becomes smaller, making dumping easier.
C築堤のための前処理により、床上が解かれ、バックホ
ーの掘削作業が容易になる。Pretreatment for embankment C loosens the floor and makes it easier for backhoe excavation work.
D 築堤をしない従来工法では処理深さが浅い場合には
バックホーで土砂をかき寄せてからすぐい込む作業をし
なければならないが、本願方法ではかかる作業を不要と
するから掘削のサイクルタイムを一段と短くすることが
できる。D With conventional methods that do not involve embankments, if the depth of treatment is shallow, it is necessary to use a backhoe to scrape up the soil and then immediately dig in. However, with the proposed method, such work is not necessary, so the excavation cycle time is further shortened. can do.
E 除礫処理した土砂をブルドーザなどで均して敷きつ
めるから、敷きつめられた土砂の底面側も表面側も均一
化する。E: The gravel-removed soil is leveled and spread using a bulldozer, so both the bottom and surface of the spread soil are uniform.
F 雨天時には土堤にシートをかけシート養生ができ、
天候回復彼達やかに作業の再開をすることができる。F In case of rain, you can cover the earthen embankment with a sheet for curing.
They can resume work as soon as the weather improves.
図面は本発明の1実施例を示すもので、第1図第2図、
第3図は土堤を形成する工程を順に示す略図的断面図、
第4図は斜視図、第5図は作業状態の斜視図、第6図、
第7図は他の実施例を示す略図的縦断面図、第8図は作
業状態の他の方法を示す略図的平面図である。
1・・・被処理地面、1人・・・地表面、2・・・土堤
。The drawings show one embodiment of the present invention, and include FIG. 1, FIG. 2, and
Figure 3 is a schematic cross-sectional view showing the steps of forming an earthen embankment;
Figure 4 is a perspective view, Figure 5 is a perspective view of the working state, Figure 6,
FIG. 7 is a schematic vertical sectional view showing another embodiment, and FIG. 8 is a schematic plan view showing another method of working conditions. 1... Ground to be treated, 1 person... Ground surface, 2... Earth embankment.
Claims (1)
処理深さに相邑する地表面1Aをブルドーザなどで削り
ながら土砂を上記地面1の一部に集めて土堤2を築堤し
、この土堤2をバックホー3などにより、当該土堤2を
掘削しながら土砂を当該バックホー3と伴走するストー
ンピッカーなどの処理装置4へ投入し、この処理装置4
から排出された除礫ずみの土砂5を掘削さtた地面IA
’にブルドーザなどで均一に均すことを特徴とする掘削
方法。1. In a predetermined area of ground 1 where excavation is desired,
While scraping the ground surface 1A corresponding to the treatment depth with a bulldozer or the like, the earth and sand are collected on a part of the ground 1 to build an earth embankment 2, and this earth embankment 2 is excavated using a backhoe 3 or the like. While doing so, the earth and sand are thrown into a processing device 4 such as a stone picker that is accompanied by the backhoe 3, and this processing device 4
Ground IA where excavated soil 5 after removing gravel discharged from
An excavation method characterized by leveling the area uniformly using a bulldozer etc.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18404981A JPS591851B2 (en) | 1981-11-16 | 1981-11-16 | drilling method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18404981A JPS591851B2 (en) | 1981-11-16 | 1981-11-16 | drilling method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5886225A JPS5886225A (en) | 1983-05-23 |
| JPS591851B2 true JPS591851B2 (en) | 1984-01-14 |
Family
ID=16146470
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP18404981A Expired JPS591851B2 (en) | 1981-11-16 | 1981-11-16 | drilling method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS591851B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4810116B2 (en) * | 2005-04-01 | 2011-11-09 | 益田クリーンテック株式会社 | Dust removal equipment |
-
1981
- 1981-11-16 JP JP18404981A patent/JPS591851B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5886225A (en) | 1983-05-23 |
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