JPS61204422A - Trench excavating method - Google Patents
Trench excavating methodInfo
- Publication number
- JPS61204422A JPS61204422A JP4402585A JP4402585A JPS61204422A JP S61204422 A JPS61204422 A JP S61204422A JP 4402585 A JP4402585 A JP 4402585A JP 4402585 A JP4402585 A JP 4402585A JP S61204422 A JPS61204422 A JP S61204422A
- Authority
- JP
- Japan
- Prior art keywords
- excavated
- boiler
- steam
- trench
- soil
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
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)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は冬期間のケーブル埋設等の路面溝#A削工法に
圓するものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention is directed to a method of cutting #A road grooves for burying cables during winter.
(従来の技術〕
ケーブル等の埋設の為の#l堀削は、表面アスファルト
層をカッターで長尺状C:切断し、アスファルト部分を
剥ぎ収り、然かる恢パック7オー等の土木機械で溝を掘
削するものである。しかし前述の工法!!厳冬期にその
まま実施で8ない。即ち厳冬期C二於ては表面が深’g
70(m位迄凍り付き非常に竪いため、アスファルト部
分を剥ぎ取ることは勿論、バックフォーのパケットが地
中に喰い込まない。そこで現在は、コンクリートの養生
に主として使用される電熱シートを掘削部分(−敷いて
アスクアルド表面な暖ためて堀mする手法と、愁い地艙
と同僚C二削岩機を以って減圧を4il砕する手法が行
なわれている。(Conventional technology) #l excavation for burying cables, etc. is performed by cutting the surface asphalt layer into long pieces with a cutter, stripping off the asphalt part, and then using a civil engineering machine such as the ``Cable Pack 7''. The method used is to excavate a trench. However, the method described above cannot be carried out as is in the middle of winter. In other words, in the middle of winter, the surface is deep.
70m (about 70m) and is very vertical, so it is difficult to remove the asphalt part, and the back four packets cannot dig into the ground.Therefore, currently, electric heating sheets, which are mainly used for curing concrete, are used to cover the excavated part ( - Two methods are being used: one is to lay down the surface of Askuald and warm it up and dig it, and the other is to crush the reduced pressure to 4 il using a rock drill and a co-worker C2 rock drill.
(発明が解決しようとTる問題点〕
厳冬期に於て、掘削部分が凍り付いて溝の*SUが非常
に固層で前述しか2手渓hs刊π行なわれているが、電
熱7−トを用いる手法シま刀0熱温度が低いので、アス
ファルト部分即ち表面のみしか暖ためることがでさす、
且つ加熱に時間がかかる。又PIJ@機を以って破砕す
る手′/f:は、騒音及び振動を発すると共に、その炸
薬能率が悪い欠点を有する。(Problem that the invention aims to solve) During the severe winter, the excavated part freezes and the trench becomes a very solid layer. Since the heat temperature is low, it is possible to heat only the asphalt part, that is, the surface.
Moreover, it takes time to heat up. In addition, the method of crushing using a PIJ machine has the drawbacks of emitting noise and vibration and having poor explosive efficiency.
(問題点を′N4次するための手段)
本発明は前述の凍り付いた路面に溝を堀剛する工事に於
て、JJII創部を加熱して誕期と同僚に掘削でさるよ
うにしたもので、加熱手段として本数可能な1iII9
易ボイラからの加熱蒸気を以って行りよりにしたもので
ある。即ち、凍り付いた掘削部分に蒸気を吹き付けて加
熱し、土中の水を溶かすと、ILMと同僚にバック7オ
ー等で容易に蒋を堀割でさるものである。(Means for resolving the problem to the fourth degree) The present invention heats the JJII wound during the aforementioned construction work to dig a trench on the frozen road surface, so that it can be excavated by a co-worker. , 1iIII9 which can be used as a heating means
It is powered by heated steam from an easy boiler. In other words, by blowing steam onto the frozen excavated area and heating it to dissolve the water in the soil, ILM and his colleagues could easily drill the ground with a back-7-o.
(実施例) 本案の実m9iJを図面に晶づいて説明する。(Example) The actual m9iJ of the present invention will be explained with reference to the drawings.
加熱源であるボイラー1は車両2に塔載して分くもので
、ボイラー1からの刀Ω熱蒸気を過当な分岐f3を以っ
て複数に分岐すると共(二、分岐t3(二連結された各
噴出管偽を掘削しようとする路面に並べ若しくは深く迄
凍り付いているときは穴5を穿ち、咳穴5内(二噴出1
!4を差し入れ、保温カッく−6で噴出管4を並べた所
を覆い、数時間(実験例で多=2時間、蒸気tIIL度
110〜l 20 C%蒸気圧力3〜4kg/′cRり
蒸気を噴出し、掘削部分を加熱すると1凍土が融け、夏
期と同僚に堀刷作莱が行なえるものである。The boiler 1, which is a heating source, is mounted on a vehicle 2 and separated, and the hot steam from the boiler 1 is branched into multiple branches with an appropriate branch f3 (2, branch t3 (two connected). If the false jet pipes are lined up on the road surface to be excavated, or if the road is deeply frozen, drill holes 5 and insert them into the cough holes 5 (2 jets 1
! 4, cover the area where the jet pipes 4 are lined up with a heat insulating cup-6, and leave it for several hours (2 hours in the experimental example) at a steam temperature of 110-120 C%, a steam pressure of 3-4 kg/'cR, By ejecting water and heating the excavated area, the frozen ground will thaw, making it possible for colleagues to use the site to drill holes during the summer.
(発明の効未)
本発明工法は別置した通り、凍り付いた路面を単載ボイ
ラーの加熱蒸気を以って暖ため、夏期と同様に碑の掘削
がでさるようにしたもので、従来の破砕工法に比してS
騒音、無振動であると共に、地下埋設物に外力が加わら
ないので、これらの塊aS!智を破損せしめる虞が全く
なく、又従来の電熱シートに比しても、短時間で且つ加
熱軛囲、深さも目出に選択でさるものである。更にアス
ファルト部分は熱によって光分軟かくなっているため、
その剥ぎ収りが容易であると共に、アスファルト自体が
熱いので、別置して送風すると水分の蒸発が促進され、
再生し易くなると共に、史にボイラーの熱源による伝導
加熱でアスファルトを再生でさるので、従来のような石
油バーナによる加熱再生の欠点即ちアスファルト中の油
成分をも燃焼せしめて再生アスファルトの品質が著しく
低下するようなことがなく、調品寅の再生アスファルト
を得ることがでさる利点をも有するものである。(Effects of the invention) As mentioned elsewhere, the construction method of the present invention warms the frozen road surface using heated steam from a single-mounted boiler, making it possible to excavate monuments in the same way as in the summer. S compared to crushing method
Since there is no noise, no vibration, and no external force is applied to underground objects, these lumps aS! There is no risk of damaging the metal, and compared to conventional electric heating sheets, it takes a shorter time and the heating range and depth can be selected to a greater extent. Furthermore, as the asphalt part becomes optically soft due to heat,
In addition to being easy to remove, the asphalt itself is hot, so placing it separately and blowing air will accelerate the evaporation of moisture.
In addition to making it easier to regenerate, asphalt is regenerated by conductive heating using the heat source of a boiler, which has the disadvantage of conventional heating regeneration using an oil burner, that is, it also burns the oil component in the asphalt, significantly improving the quality of the regenerated asphalt. It also has the advantage of being able to obtain recycled asphalt without any deterioration.
第1図は本発明の実施状態を示すもので、第2図はその
拡大図である。
1はボイラー 2は車両 3は分岐管 4#工噴出管
5は穴 6は保温カバー
t#肝出−人 株式会社村山土椰
!・・ 二。FIG. 1 shows the state of implementation of the present invention, and FIG. 2 is an enlarged view thereof. 1 is the boiler 2 is the vehicle 3 is the branch pipe 4 #engineering jet pipe
5 is a hole 6 is a thermal cover t # liver Murayama Toya Co., Ltd.!・・・ Two.
Claims (3)
熱した後、常法により堀削することを特徴とする溝の堀
削工法。(1) A trench excavation method characterized by heating the excavated road surface with steam from an on-vehicle simple boiler and then excavating it by a conventional method.
き込んで堀削路面を加熱してなる特許請求の範囲第1項
記載の溝の堀削工法。(2) The trench digging method according to claim 1, wherein holes are drilled at appropriate intervals in the excavated road surface, and steam is blown into the holes to heat the excavated road surface.
に蒸気を吹き込んで堀削路面を加熱してなる特許請求の
範囲第1項記載の溝の堀削工法。(3) The trench digging method according to claim 1, wherein the excavated road surface is covered with a heat insulating sheet and steam is blown below the sheet to heat the excavated road surface.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4402585A JPS61204422A (en) | 1985-03-06 | 1985-03-06 | Trench excavating method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4402585A JPS61204422A (en) | 1985-03-06 | 1985-03-06 | Trench excavating method |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS61204422A true JPS61204422A (en) | 1986-09-10 |
Family
ID=12680112
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4402585A Pending JPS61204422A (en) | 1985-03-06 | 1985-03-06 | Trench excavating method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS61204422A (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS53118420A (en) * | 1977-03-25 | 1978-10-16 | Kazuo Hara | Dissolution of clumped asphalt mixture |
JPS5531873B2 (en) * | 1976-03-01 | 1980-08-21 |
-
1985
- 1985-03-06 JP JP4402585A patent/JPS61204422A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5531873B2 (en) * | 1976-03-01 | 1980-08-21 | ||
JPS53118420A (en) * | 1977-03-25 | 1978-10-16 | Kazuo Hara | Dissolution of clumped asphalt mixture |
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