JPS5886225A - Excavating method - Google Patents

Excavating method

Info

Publication number
JPS5886225A
JPS5886225A JP18404981A JP18404981A JPS5886225A JP S5886225 A JPS5886225 A JP S5886225A JP 18404981 A JP18404981 A JP 18404981A JP 18404981 A JP18404981 A JP 18404981A JP S5886225 A JPS5886225 A JP S5886225A
Authority
JP
Japan
Prior art keywords
earth
sand
embankment
ground
backhoe
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
JP18404981A
Other languages
Japanese (ja)
Other versions
JPS591851B2 (en
Inventor
Tsuneo Ohashi
大橋恒雄
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.)
Kyoei Kogyo Co Ltd
Original Assignee
Kyoei Kogyo 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 Kyoei Kogyo Co Ltd filed Critical Kyoei Kogyo Co Ltd
Priority to JP18404981A priority Critical patent/JPS591851B2/en
Publication of JPS5886225A publication Critical patent/JPS5886225A/en
Publication of JPS591851B2 publication Critical patent/JPS591851B2/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F1/00General 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)

Abstract

PURPOSE:To display capability of a buck hoe, by a method wherein, once excavated earth and sand are banked into a levee, the earth and sand are transferred by the back hoe so as to excavate deeply enough. CONSTITUTION:Earth and sand at an excavating spot 1 are banked into a levee 2 by a bulldozer. The banking is transferred by the use of a back hoe.

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一バックホーを
使用しているが、バックホーは深度力浅い掘削が不得意
であるため一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, a backhoe is used to introduce earth and sand into a stone picker, 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りようとするもので一以
下図面を参照しなから−そ0工男施例の詳細を説明する
The present invention is intended to fully solve this problem, and will now be described in detail 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、処理深さに相当する地表面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6などk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に投入するよつlIl成されている。
In the ground 1 to be treated, such as a field having a predetermined area where excavation is desired, earth surface 1A corresponding to the treatment depth is scraped with a bulldozer or the like, and earth and sand are collected on a part of the ground 1 to build an earthen embankment 2, This earthen embankment 2 is removed from a backhoe 6, etc.
While excavating the earth embankment 2, the earth and sand are fed into a processing device 4 such as a stone picker.

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fた掘削された地面I A’上に敷羨つめ
ブルドーザなどで均一になるよう均す。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。
Then, for example, the gravel removed by a stone picker (earth and sand) is spread on the excavated ground IA' and leveled using a bulldozer or the like until it is evenly distributed. 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 FIG.

第7図の如く上記地面1の一部に掘削しない部分1Aを
残してこの部分1A上に土堤2を形成したものでもよい
。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。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。
As shown in FIG. 7, a portion 1A which is not excavated may be left in a part of the ground 1, and an earth embankment 2 may be formed on this portion 1A. In this case, the unexcavated portion 1A will be treated with a backhoe. Note that Figure 5 shows the case where the backhoe is processing the soil while riding on the earthen embankment.

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。
As shown in FIG. 8, excavation treatment may be performed in the longitudinal direction of the earthen embankment 2 while it is on the ground.

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オ0用できる。Since the present invention is constructed as described above, A. The backhoe's digging capacity can be used to its maximum potential.

B、スト−〉′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. Sto-〉' When stone is thrown into a picker, the difference between the working level of the stone picker's charging chute and the backhoe becomes smaller, making the dumping work easier.

○、築堤σ)ための前処理により一床士が解かれ、バッ
クホーの掘削作業が容易になる。
○、Embankment σ) Pretreatment allows the single-bed structure to be released, making backhoe excavation work easier.

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くい込む作業をし
なければならないが1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 processing depth is shallow, it is necessary to scrape up the soil with a backhoe and then scoop it in. However, with the proposed method, this 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. Since the gravel-removed earth and sand is leveled and spread using a bulldozer, both the bottom and surface sides of the spread earth are made uniform.

F、雨天時には土堤にシートをかけシート養生かでき、
天候回復後運やかK (’II:業の再開をすることが
できる。
F. When it rains, you can cover the earthen embankment with a sheet for curing.
After the weather improves, you can resume business.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本発明の1実施例を示すもので2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
、@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。 111.被処理地面、 I A、、、地表面一2.、、
土堤O 特 許 出 願 人   共栄工業株式会社特開昭58
−86225(3) qフ 綜   区 ト 法 ′ 俵 さ   1 115−
The drawings show one embodiment of the present invention. 2. FIG. 1, FIG. 2, and FIG. 3 are schematic cross-sectional views sequentially showing the steps of forming an earth embankment. FIG. 4 is a perspective view. FIG. A perspective view of the working state, FIGS. 6 and 7 are schematic longitudinal sectional views showing other embodiments, and FIG. 8 is a schematic plan view showing another method of the working state. 111. Ground surface to be treated, IA, 2. ,,
Earthquake O Patent applicant Kyoei Kogyo Co., Ltd. 1983
-86225(3)

Claims (1)

【特許請求の範囲】 掘削を所望する所定面積の被処理地面1において、処理
深さに相当する地表面1Aを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6などにより。 当該土堤2を掘削しながら土砂をスト〜〉lピッカーな
どの処理装f4へ投入することを特徴とする掘削方法。
[Claims] In a predetermined area of the ground 1 where excavation is desired, earth and sand are collected in a part of the ground 1 while scraping the ground surface 1A corresponding to the processing depth, and an earth embankment 2 is built. Earth embankment 2 is constructed using backhoe 6, etc. An excavation method characterized in that while excavating the earth embankment 2, earth and sand are thrown into a processing device f4 such as a picker.
JP18404981A 1981-11-16 1981-11-16 drilling method Expired JPS591851B2 (en)

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 true JPS5886225A (en) 1983-05-23
JPS591851B2 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)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006281132A (en) * 2005-04-01 2006-10-19 Masuda Clean Tech Co Ltd Filter in dust removing device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006281132A (en) * 2005-04-01 2006-10-19 Masuda Clean Tech Co Ltd Filter in dust removing device

Also Published As

Publication number Publication date
JPS591851B2 (en) 1984-01-14

Similar Documents

Publication Publication Date Title
CN110889163B (en) Method for treating coal mining subsidence wide and large cracks in loess hilly area
US2757514A (en) Method of forming an impermeable wall in the terrain
JPS5886225A (en) Excavating method
RU2024753C1 (en) Method for placer dredging
Piggott The Excavation of a Long Barrow in Holdenhurst Parish, near Christchurch, Hants (No. 183 of Neolithic Wessex Map)
JPH0424332A (en) Ditch excavating method and bucket used for this method
Egboka et al. Soil and gully erosion models for effective control programmes
Hunter Archaeological Investigations at The Cavendish Laboratory, Free School Lane, Cambridge 1991
JP2691511B2 (en) Water blocking method
SU787564A1 (en) Shovel bucket
SU1599481A1 (en) Method of erecting building foundation in heaving soil
SU667671A1 (en) Stripped soil dumping method
JPH02248521A (en) Open shield method
Wace Part III. Notes on the Construction of the ‘Tomb of Clytemnestra’
RU1794130C (en) Method of drainage construction in poorly draining soils
SU1642015A1 (en) Method of mining placer deposits with dredge in complicated geological conditions
SU696107A1 (en) Earth-moving machine bucket
SU1724814A1 (en) Embankment filling method
Kivett Mechanized Archeology
SU829791A1 (en) Method of making an underground profile working
Higgins Suboperation 9, 10, and 18 Complexes: Two Small Mounds Northwest of the Site Core
RU2219313C1 (en) Gear to smooth out and compact ground
SU857371A1 (en) Method of layer working of congealed soil
Chastanet et al. Wanaque filtration plant subgrade stabilization. A case history
JPH06212648A (en) Foundation construction