JPH0361802B2 - - Google Patents

Info

Publication number
JPH0361802B2
JPH0361802B2 JP58217877A JP21787783A JPH0361802B2 JP H0361802 B2 JPH0361802 B2 JP H0361802B2 JP 58217877 A JP58217877 A JP 58217877A JP 21787783 A JP21787783 A JP 21787783A JP H0361802 B2 JPH0361802 B2 JP H0361802B2
Authority
JP
Japan
Prior art keywords
work
excavation
pavement
machine body
lining
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 - Lifetime
Application number
JP58217877A
Other languages
Japanese (ja)
Other versions
JPS60112941A (en
Inventor
Yoshihiro Niihori
Isao Deki
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries 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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP21787783A priority Critical patent/JPS60112941A/en
Publication of JPS60112941A publication Critical patent/JPS60112941A/en
Publication of JPH0361802B2 publication Critical patent/JPH0361802B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/02Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/10Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)

Description

【発明の詳細な説明】 本発明は地中管埋設作業装置に関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an underground pipe burying device.

従来の地中管埋設工法を第1図乃至第4図によ
り説明すると、まず第1図に示すように道路カツ
ター、油圧ブレーカー、或いは道路破砕機aによ
り舗装を切断、破砕し、次いで第2図に示すよう
に探針棒、或いは金属探知機bにより矢板打込位
置cの地下埋設物を調べて、管埋設位置と矢板打
込位置とを決定し、次いで抗打機、或いは矢板圧
入機により土留矢板(パイル)を打込み、次いで
第3図に示すように人力(スコツプ)、機械力
(カラムシエル、バツクホー、油圧シヨベルd)
等により掘削を、油圧シヨベルdやベルトコンベ
アによりダンプトラツクeへの積込みを、行な
い、その後の運搬をダンプトラツクeにより行な
う一方、打込済の土留矢板fの支保g建込みを行
ない、次いで地中管を埋設して、復旧するよう
に、また作業時間以外には、第4図に示すように
クレーン車hにより鉄板(復工板)iを敷くよう
にしている。
The conventional underground pipe burying method will be explained with reference to Figs. 1 to 4. First, as shown in Fig. 1, the pavement is cut and crushed using a road cutter, hydraulic breaker, or road crusher a, and then as shown in Fig. 2. As shown in Figure 2, the underground structure at the sheet pile driving position c is investigated using a probe rod or a metal detector b to determine the pipe burial position and the sheet pile driving position, and then a pile driving machine or a sheet pile pressing machine is used to investigate the underground structure at the sheet pile driving position c. Driving the retaining sheet pile (pile), then using human power (scop) and mechanical power (column shell, backhoe, hydraulic shovel) as shown in Figure 3.
Excavation is carried out using a hydraulic excavator d or a belt conveyor, and the dump truck e is used for subsequent transportation.While the earth retaining sheet pile f that has already been driven is erected with support g, In order to restore the pipe by burying it, and during non-working hours, a crane vehicle h is used to lay down iron plates (reconstruction plates) i, as shown in Fig. 4.

前記地中管埋設工法では、()人力に依存す
る工程が多くて、施工能率、施工精度を高めるこ
とが容易でなく、施工単価も高くなりがちであ
る。()深穴での掘削、クレーン作業、車両通
行滞近くでの作業等、危険な作業が多い。また夜
間作業が多いので、作業環境が悪くて、安全性が
低い。()地下埋設物の多い個所では、人力に
たよるしか方法がなくて、施工能率が極端に落
る。()作業時間以外の車両通行を可能とする
ために、覆工という第4図の余分な工程が必要に
なる。()作業中、車両の通行が大きく制限さ
れる。()薬液を注入した土砂を生じ、これを
廃土として処理する必要がある。()騒音、振
動、粉塵等により地域住民に悪影響を与えるとい
う問題があつた。
In the underground pipe burying method, (2) many steps are dependent on human labor, making it difficult to improve construction efficiency and construction accuracy, and the construction unit cost tends to be high. () There is a lot of dangerous work involved, such as digging in deep holes, working with cranes, and working near traffic jams. Also, because most of the work is done at night, the working environment is poor and safety is low. () In areas where there are many underground structures, the only option is to rely on manual labor, which dramatically reduces construction efficiency. (2) In order to allow vehicular traffic to pass outside of working hours, an extra step of lining, shown in Figure 4, is required. () Vehicle traffic will be severely restricted during the work. () Sediment produced by injecting the chemical solution must be treated as waste soil. (2) There were problems with negative impacts on local residents due to noise, vibration, dust, etc.

本発明は前記の問題点に対処するもので、上部
に一般車両の通行可能な緩い傾斜の路面を形成す
るとともに下部に走行装置を設けた作業機本体の
内部に、道路舗装の切断、破砕を行う舗装破砕装
置と、破砕された舗装材の収集、搬出を行う破砕
材搬出装置とを設け、上記作業機本体の前部から
後部にかけて設けたガイドレールにより、舗装破
砕後の地盤を掘削、排土する掘削・排土装置と、
矢板支保の建込みを行う土留装置と、掘削部の上
に復工板を敷く覆工装置とを移動可能に支持し、
上記作業機本体側面の前部から後部にかけて設け
た別のガイドレールにより、矢板の圧入を行う矢
板圧入装置を移動可能に支持したことを特徴とす
る地中管埋設作業装置に係り、その目的とする処
は、地中管を地下埋設物に左右されずに、また交
通を妨げずに能率よく埋設できる地中管埋設作業
装置を供する点にある。
The present invention addresses the above-mentioned problems, and includes a work machine body that forms a gently sloping road surface that can be passed by general vehicles on the upper part and a traveling device on the lower part. The machine is equipped with a pavement crushing device that collects and carries out crushed paving materials, and a guide rail installed from the front to the rear of the work machine body excavates and drains the ground after the pavement has been crushed. Excavation and soil removal equipment,
movably supporting an earth retaining device for erecting sheet pile supports and a lining device for laying restoration boards on top of the excavated portion;
This underground pipe burying device is characterized in that a sheet pile press-in device for press-fitting sheet piles is movably supported by another guide rail provided from the front to the rear side of the work machine body, and its purpose is The purpose of this invention is to provide an underground pipe burying device that can efficiently bury underground pipes without being affected by underground objects and without interfering with traffic.

次に本発明の地中管埋設作業装置を第5図乃至
第8図に示す一実施例により説明すると、Aが作
業機本体で、同作業機本体Aは、上部に一般車両
の通行可能な緩い傾斜の路面aを形成するととも
に下部に走行装置7を設けている。また同作業機
本体A内には、前部(F参照)から後部にかけて
各装置が順に吊下げ支持されている。次にこれら
の装置を具体的に説明すると、1が舗装破砕装置
で、カツター、スカリフアイア等よりなり、道路
舗装の切断、破砕を行なう。また2が破砕材搬出
装置で、破砕された舗装材の収集、搬出を行な
う。また3が矢板圧入装置で、矢板を連続的に供
給する装置と所定の位置に圧入する装置よりな
り、本体側面のガイドレールにより移動できる。
また4が掘削・排土装置で、高圧力水により掘削
を行なうウオータジエツト掘削機と泥水ポンプ、
泥水処理装置、及び作業を監視・指令する作業員
のための作業台よりなる。また5が土留装置(矢
板支保の取付を行うための装置)で、支保材運搬
用クレーンと作業台とよりなる。また6が覆工装
置(覆工用装置)で、覆工板運搬用クレーンと作
業台とよりなる。なお以上の各装置は、付属の作
業台(作業員が装置の監視・指令をリモートコン
トロールする作業台)と共にガイドレールに沿つ
て移動可能である。なおカーブ施行は、作業本体
Aを中折式にして対応させる。
Next, the underground pipe burying work device of the present invention will be explained with reference to an embodiment shown in FIGS. A road surface a with a gentle slope is formed, and a traveling device 7 is provided at the bottom. Further, within the working machine main body A, various devices are suspended and supported in order from the front part (see F) to the rear part. Next, to explain these devices in detail, 1 is a pavement crushing device, which is composed of cutters, scarifiers, etc., and cuts and crushes road pavement. Further, 2 is a crushed material transport device, which collects and transports crushed paving materials. Reference numeral 3 denotes a sheet pile press-in device, which consists of a device for continuously feeding sheet piles and a device for press-fitting them into predetermined positions, and can be moved by a guide rail on the side of the main body.
4 is the excavation and earth removal equipment, which includes a water jet excavator that excavates with high pressure water, a mud water pump,
It consists of muddy water treatment equipment and a workbench for workers who monitor and direct the work. Further, 5 is an earth retaining device (a device for installing sheet pile supports), which consists of a crane for transporting support materials and a workbench. Also, 6 is a lining device (a device for lining), which consists of a crane for transporting lining plates and a workbench. Note that each of the above devices can be moved along a guide rail together with an attached workbench (a workbench on which a worker remotely controls monitoring and commands of the device). In addition, for curve execution, work body A should be made into a center-folding type.

次に前記地中管埋設作業装置の作用を説明す
る。舗装破砕装置1及び破砕材搬出装置2により
舗装路面の破砕・搬出を行なつた後、掘削・排土
装置4及び土留装置5により地中管埋設に必要な
掘削を行なう。この掘削は、埋設物に損傷を与え
ない高圧力水により行ない、排土は、泥水を連続
的に吸入・処理することで行なう。また矢板圧入
は、掘削と併行して行なう。この作業は、地中レ
ーダ、TVカメラ、あるいは肉眼等により作業員
が監視しながら行なうが、掘削機や圧入装置自身
にも安全装置を取付けて、作業中の事故を防ぐよ
うに配慮している。土留装置5及び覆工装置6に
より必要資材、埋設管、覆工板等の資材の搬入、
設置を行ない、上記一連の作業中、作業機上の車
両の通行は路面aにより可能である。
Next, the operation of the underground pipe burying work device will be explained. After the pavement crushing device 1 and the crushed material carrying out device 2 crush and carry out the paved road surface, the excavation/earth removal device 4 and the earth retaining device 5 perform the excavation necessary for burying the underground pipe. This excavation is performed using high-pressure water that does not damage buried objects, and soil removal is performed by continuously sucking in and treating muddy water. In addition, sheet pile press-in will be carried out in parallel with excavation. This work is carried out while being monitored by workers using underground radar, TV cameras, or the naked eye, but the excavators and press-in equipment themselves are also equipped with safety devices to prevent accidents during the work. . Carrying in necessary materials, buried pipes, lining boards, etc. using the earth retaining device 5 and lining device 6;
During the installation and the above-mentioned series of operations, vehicles on the work equipment can pass through the road surface a.

本発明の地中管埋設作業装置は前記のように舗
装破砕装置及び破砕材搬出装置により舗装路面の
破砕、搬出を行い、次いでガイドレールにより前
後方向に移動可能な掘削、排土装置により舗装破
砕後の地盤を掘削、排土すると同時に矢板圧入装
置により矢板の圧入を行ない、次いでガイドレー
ルにより前後方向に移動可能な土留装置と覆土装
置とにより必要な資材、埋設管、覆工板等の搬
入、設置を行なう。つまり地中管埋設作業を連続
的に行う。そして上記矢板圧入作業を作業員の充
分な監視の下で行つて、準備工(布掘工等)を不
用にするので、地中管埋設作業を能率よく施工で
きる効果がある。
As described above, the underground pipe burying work device of the present invention uses the pavement crushing device and the crushed material transport device to crush and transport the paved road surface, and then crushes the pavement using the excavation and earth removal device that can be moved forward and backward using the guide rail. At the same time as the ground is excavated and removed, sheet piles are pressed in using a sheet pile press-in device, and then necessary materials, buried pipes, lining boards, etc. are brought in using an earth retaining device and a soil covering device that can be moved forward and backward using guide rails. , perform the installation. In other words, underground pipe burying work is carried out continuously. Since the above-mentioned sheet pile press-in work is performed under the full supervision of workers and preparatory work (cloth digging, etc.) is unnecessary, underground pipe burying work can be carried out efficiently.

以上本発明を実施例について説明したが、勿論
本発明は、このような実施例にだけ局限されるも
のではなく、本発明の精神を逸脱しない範囲内で
種々の設計の改変を施しうるものである。
Although the present invention has been described above with reference to embodiments, the present invention is, of course, not limited to these embodiments, and can be modified in various ways without departing from the spirit of the invention. be.

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

第1図乃至第4図は従来の地中管埋設工法を示
す説明図、第5図は本発明に係る地中管埋設作業
装置の一実施例を示す斜視図、第6図はその側面
図、第7図はその正面図、第8図はその背面図で
ある。 A……作業機本体、a……路面、1……舗装破
砕装置、2……破砕材搬出装置、3……矢板圧入
装置、4……掘削・排土装置、5……土留装置、
6……覆工装置。
Figures 1 to 4 are explanatory diagrams showing a conventional underground pipe burying method, Figure 5 is a perspective view showing an embodiment of the underground pipe burying work device according to the present invention, and Figure 6 is a side view thereof. , FIG. 7 is its front view, and FIG. 8 is its rear view. A... Work equipment body, a... Road surface, 1... Pavement crushing device, 2... Crushed material carrying out device, 3... Sheet pile press-in device, 4... Excavation/earth removal device, 5... Earth retaining device,
6... Lining device.

Claims (1)

【特許請求の範囲】[Claims] 1 上部に一般車両の通行可能な緩い傾斜の路面
を形成するとともに下部に走行装置を設けた作業
機本体の内部に、道路舗装の切断、破砕を行う舗
装破砕装置と、破砕された舗装材の収集、搬出を
行う破砕材搬出装置とを設け、上記作業機本体の
前部から後部にかけて設けたガイドレールによ
り、舗装破砕後の地盤を掘削、排土する掘削・排
土装置と、矢板支保の建込みを行う土留装置と、
掘削部の上に覆工板を敷く覆工装置とを移動可能
に支持し、上記作業機本体側面の前部から後部に
かけて設けた別のガイドレールにより、矢板の圧
入を行う矢板圧入装置を移動可能に支持したこと
を特徴とする地中管埋設作業装置。
1 Inside the working machine body, which forms a gently sloping road surface that can be passed by general vehicles on the upper part and has a traveling device on the lower part, is a pavement crushing device that cuts and crushes road pavement, and a An excavation/earth removal device that excavates and removes the ground after pavement crushing is installed using a guide rail installed from the front to the rear of the work machine body, and a shredded material carrying device that collects and carries out the work. An earth retaining device that performs construction;
The lining device that lays the lining board on top of the excavation part is movably supported, and the sheet pile press-in device that presses in the sheet piles is moved by another guide rail installed from the front to the rear of the side of the work machine body. An underground pipe burying work device characterized in that it can be supported.
JP21787783A 1983-11-21 1983-11-21 Working equipment for burying underground pipe Granted JPS60112941A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21787783A JPS60112941A (en) 1983-11-21 1983-11-21 Working equipment for burying underground pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21787783A JPS60112941A (en) 1983-11-21 1983-11-21 Working equipment for burying underground pipe

Publications (2)

Publication Number Publication Date
JPS60112941A JPS60112941A (en) 1985-06-19
JPH0361802B2 true JPH0361802B2 (en) 1991-09-24

Family

ID=16711166

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21787783A Granted JPS60112941A (en) 1983-11-21 1983-11-21 Working equipment for burying underground pipe

Country Status (1)

Country Link
JP (1) JPS60112941A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5934080B2 (en) * 2012-11-27 2016-06-15 Jfeスチール株式会社 Rapid construction bridge and its construction method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS579448U (en) * 1980-06-12 1982-01-18

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS579448U (en) * 1980-06-12 1982-01-18

Also Published As

Publication number Publication date
JPS60112941A (en) 1985-06-19

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