JPS63189531A - Installation of steel tube under ground - Google Patents
Installation of steel tube under groundInfo
- Publication number
- JPS63189531A JPS63189531A JP62018727A JP1872787A JPS63189531A JP S63189531 A JPS63189531 A JP S63189531A JP 62018727 A JP62018727 A JP 62018727A JP 1872787 A JP1872787 A JP 1872787A JP S63189531 A JPS63189531 A JP S63189531A
- Authority
- JP
- Japan
- Prior art keywords
- road
- iron
- tube
- iron pipe
- steel tube
- 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
- 238000009434 installation Methods 0.000 title claims description 8
- 229910000831 Steel Inorganic materials 0.000 title abstract 8
- 239000010959 steel Substances 0.000 title abstract 8
- 238000000034 method Methods 0.000 claims abstract description 9
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 106
- 229910052742 iron Inorganic materials 0.000 claims description 53
- 238000004804 winding Methods 0.000 abstract 1
- 230000002452 interceptive effect Effects 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Abstract
Description
【発明の詳細な説明】
（産業上の利用分野）
本発明は、地中罠配設される鉄管（大径鉄管）の地中据
付方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to an underground installation method for iron pipes (large-diameter iron pipes) arranged in underground traps.
（従来の技術）
従来、公共の運河、道路等の下側の地中に、下水管など
の大径鉄管を埋設する場合は、船の航行や車両の通行に
できるだけ影響を与えないように、運河を片舷ごとに順
次に堰止め海底を掘シ起して鉄管を上方から配置し同海
底に所望の土盛シなどを施すことによシ埋設し、道路を
片車線ごとに順次に通行止めして、・道路を掘シ起こし
て鉄管を上方から配置し所望の土盛ｂｉどを施して埋設
している。(Prior art) Conventionally, when burying large-diameter iron pipes such as sewage pipes underground under public canals, roads, etc., it is necessary to do so in order to minimize the impact on ship navigation and vehicle traffic. The canal will be dammed on each side of the canal, the seabed will be dug up, iron pipes will be placed from above, and the desired earthen embankments will be placed on the seabed to bury the canal, and the road will be closed to traffic on each side of the road in turn. Then, the road is dug up, iron pipes are placed from above, and the desired earthen embankments are made and buried.
（発明が解決しようとする問題点）
従来の前記鉄管の地中据付方法は、運河や道路の一部を
順次に使用不可能とし、海底あるいは道路の掘り起こし
、鉄管の配置さらに土盛９などの工程となシ、長期間に
わたって一部を使用不可能にするとともに前記各作業に
より船の航行、車両の運行などを妨げ、交通機関などに
与える影響が非常に大きく、大径鉄管の地中据付方法の
開発が望まれている。(Problems to be Solved by the Invention) The conventional underground installation method for iron pipes sequentially makes parts of the canal or road unusable, and involves digging up the seabed or the road, arranging the iron pipes, and building earth embankments. The underground installation of large-diameter iron pipes has a very large impact on transportation, making parts unusable for a long period of time, and interfering with ship navigation and vehicle operation. Development of a method is desired.
（問題点の解決手段）
本発明は、前記のような実状に鑑みて開発された鉄管の
地中据付方法であって、地中に設けた墜道内にレールを
敷設して、前記墜道の一端側から鉄管を前記レール上に
走行機構を介在させて載置し、前記鉄管を前記墜道内へ
前進走行せしめるとともに、前記鉄管に他の鉄管を順次
に一連に接続して同様に前進走行せしめ、前記墜道内に
一連の接続鉄管を据え付けることにより、地上における
交通などに対する影響を著しく減少するとともに鉄管の
地中への据付を容易とし施工能率を向上させて前記のよ
うな問題点を解消している。(Means for Solving Problems) The present invention is an underground installation method for iron pipes developed in view of the above-mentioned circumstances, in which a rail is laid in a fallen road provided underground, and the fallen road is installed underground. An iron pipe is placed on the rail from one end side with a traveling mechanism interposed therebetween, and the iron pipe is made to travel forward into the fallen road, and other iron pipes are sequentially connected to the iron pipe in series and made to travel forward in the same way. By installing a series of connecting iron pipes within the said fallen road, the impact on traffic on the ground is significantly reduced, and the installation of the iron pipes underground is facilitated, improving construction efficiency and solving the above-mentioned problems. ing.
（作用）
地中に設けた墜道内にレールを敷設して、墜道の一端側
から鉄管をレール上に走行機構を介在させて載置して前
進走行せしめるとともに、前記鉄管に他の鉄管を・順次
に一連に接続して同様に前進走行せしめ、墜道内に一連
の接続鉄管が据え付けられ、墜道への鉄管などの搬入作
業は、墜道の一端部のみとなシ、墜道上方の地上におけ
る交通などの妨げにならず、墜道内への接続鉄管の据え
付けが円滑に遂行される。(Function) A rail is laid in a fallen road provided underground, and an iron pipe is placed on the rail from one end of the fallen road with a traveling mechanism interposed therebetween to run forward, and another iron pipe is connected to the said iron pipe.・A series of connecting iron pipes are installed in the fallen road by sequentially connecting them in a series and driving forward in the same way, and the work of carrying iron pipes etc. to the fallen road is done only at one end of the fallen road, and the upper part of the fallen road is To smoothly install a connecting iron pipe within a fallen road without interfering with traffic on the ground.
（実施例）
第１図および第２図に本発明方法の一実施例を示し、図
中（１）は運河、道路等であって、運河、または道路（
１）等の両側に縦穴（３１（４）を設けて出、入口部と
し、縦穴（３）（４）を利用して地中に墜道（５）を適
宜の掘削手段によって設ける。(Example) Figures 1 and 2 show an example of the method of the present invention, in which (1) indicates a canal, a road, etc.
A vertical hole (31(4)) is provided on both sides of the vertical hole (31(4)) to serve as an entrance, and a tunnel (5) is provided underground using the vertical hole(3)(4) by appropriate excavation means.
さらに、縦穴（３）上の入口部の地上作業場（１α）に
クレーン車（６）などを配車するとともに、縦穴（４）
上の地上作業場（１ｂ）にウィンチ（７）などを配設し
て連続鉄管を墜道（５）内に据え付ける。Furthermore, a crane truck (6) etc. will be deployed to the above-ground work area (1α) at the entrance above the vertical hole (3), and
A winch (7) and the like are installed in the ground work area (1b) above, and the continuous iron pipe is installed in the falling road (5).
クレーン車（６）で縦穴（３）の下部に組立架台ａυを
吊り下げ配置し縦穴（３）からレール部材などを搬入し
縦穴（３）（４）側から墜道（５）内の全長にわたシレ
ール（１１を敷設するとともＫ、ウィンチ（７）から繰
シ出したワイヤロープ（１３（またはチェノ）を滑車（
１３１などを介して縦穴（４）側から墜道（５）内に挿
通して縦穴（３）内へ導通する。A crane truck (6) is used to suspend the assembly frame aυ from the bottom of the vertical hole (3), and the rail components are carried in from the vertical hole (3) and placed over the entire length of the fall road (5) from the vertical hole (3) and (4) sides. As soon as the wire rope (11) was laid, the wire rope (13 (or chain)) let out from the winch (7) was placed on the pulley (
131, etc., from the vertical hole (4) side into the falling road (5) to conduct into the vertical hole (3).
次に、クレーン車（６）などにより大径の鉄管（１５α
）を縦穴（３）内に吊り下げ組立架台ａＤ上に搬入する
。Next, a large diameter iron pipe (15α) is
) into the vertical hole (3) and carry it onto the assembly frame aD.
組立架台ａυ上に延設されているレールα〔上に複数の
脚（１６）付き車輪αＤからなる走行機構（１６，１７
）を介在させて鉄管（１５α）を載置し、前記ワイヤロ
ープα２の先端部を鉄管（１５α）に適宜手段で連結し
、 ウィンチ（７）によるワイヤロープα２０巻き取シ
によυ鉄管（１５４）をレールＯＩの案内によシ墜道（
５）内へ前進走行する。A running mechanism (16, 17) consisting of a rail α extending on an assembly frame aυ and wheels αD with a plurality of legs (16) on the rail α
), the tip of the wire rope α2 is connected to the iron pipe (15α) by an appropriate means, and the winch (7) winds up the wire rope α20 to remove the υ iron pipe (154). ) to the rail OI guide.
5) Move forward inwards.
前記鉄管（１５りを適宜に前進走行させて一時停止し、
次の鉄管（ＩＯＡ）を前記鉄管（１５４）の後端部に適
宜手段で連結し同様に前進走行せしめる。鉄管（ＩＯＡ
）側の走行機構（１６，１７）は鉄管間の連結力により
一部省略可能である。The iron pipe (15) is moved forward as appropriate and stopped temporarily,
The next iron pipe (IOA) is connected to the rear end of the iron pipe (154) by appropriate means and similarly moved forward. Iron pipe (IOA)
) side traveling mechanism (16, 17) can be partially omitted due to the connection force between the iron pipes.
前記鉄管（ｉ５ｔＯＬ）の前進走行と鉄管（ＩＯＡ）連
結の繰り返しによシ、鉄管が順次に一連に接続されて墜
道（５）内へ前進走行され、墜道（５）の−側から内部
全長にわたり一連の接続鉄管Ｑｌが据え付けられる。By repeating the forward running of the iron pipe (i5tOL) and the connection of the iron pipe (IOA), the iron pipes are sequentially connected in series and run forward into the falling road (5), and the inside from the - side of the falling road (5) is repeated. A series of connecting iron pipes Ql are installed along the entire length.
前記ワイヤロープａｚの先端側は、接続鉄管ＣＩＧの後
端側に連結換えすることにより、連続鉄管の前進走行が
円滑に遂行される。By reconnecting the distal end of the wire rope az to the rear end of the connecting iron pipe CIG, the continuous iron pipe can smoothly move forward.
接続鉄管α〔が墜道（５）内の全長にわたシ前進走行さ
れて配置されると、適宜の手段によシ走行機構（１６，
１７）、レールαＧが撤去され、あるいはまた、撤去し
ないで放置するとそれらが接続鉄管αＣの支持構造とな
り、接続鉄管顛が墜道（５）内に据え付けられる。When the connecting iron pipe α [is moved forward and placed across the entire length of the falling road (5), the running mechanism (16,
17) If the rail αG is removed, or if it is left unremoved, it becomes a support structure for the connecting iron pipe αC, and the connecting iron pipe frame is installed in the falling road (5).
（発明の効果）
本発明方法は、前述のようになっておシ、地中に設けた
墜道内にレールを敷設して、墜道の一端側からレール上
に走行機構を介在させて載置して前進走行せしめるとと
もに、前記鉄管に他の鉄管を順次に一連に接続して前進
走行せしめることにより、墜道内に一連の接続鉄管が据
え付けられて埋設され、墜道内への鉄管などの搬入作業
は、墜道の一端部側のみとなシ、墜道上方の地上におけ
る交通などの妨げにならず、墜道内への接続鉄管の据え
付けが円滑に高能率で行われるとともに、墜道内への作
業員の立入は殆んど必要なく墜道の横断面積を鉄管に対
応させて必要最少限にできるなどの効果を有している。(Effects of the Invention) The method of the present invention is as described above, in which a rail is laid in a fallen road provided underground, and a traveling mechanism is placed on the rail from one end of the fallen road. At the same time, by connecting other iron pipes to the iron pipe in series and driving them forward, a series of connecting iron pipes are installed and buried in the fallen road, and the work of carrying iron pipes etc. into the fallen road is carried out. The structure is installed only at one end of the crash road, does not obstruct traffic on the ground above the crash road, allows the installation of connecting iron pipes into the crash road to be carried out smoothly and with high efficiency, and allows work to be carried out inside the crash road. It has the advantage of requiring almost no personnel to enter, and the cross-sectional area of the falling road can be minimized to the necessary extent by making it correspond to the iron pipe.
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種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, it goes without saying that the present invention is not limited to such embodiments, and that various design modifications can be made without departing from the spirit of the present invention. .
ｇ１図は本発明方法の一実施例を示す縦断面図、第２図
（Ａ）（Ｂは第１図の要部拡大図と■−■視図である。
５：墜道 １０：レール １５：接続鉄管１５α、
Ａ、Ｃ：鉄管
代理人 弁理士 岡 本 重 文
外２名Figure g1 is a longitudinal cross-sectional view showing an embodiment of the method of the present invention, and Figures 2 (A) (B are an enlarged view of the main part of Figure 1 and a view from ■-■. 5: Falling road 10: Rail 15 : Connection iron pipe 15α,
A, C: Iron pipe agent Patent attorney Shige Okamoto 2 other people
Claims (1)
端側から鉄管を前記レール上に走行機構を介在させて載
置し、前記鉄管を前記墜道内へ前進走行せしめるととも
に、前記鉄管に他の鉄管を順次に一連に接続して同様に
前進走行せしめ、前記墜道内に一連の接続鉄管を据え付
けることを特徴とする鉄管の地中据付方法。A rail is laid in a fallen road provided underground, and an iron pipe is placed on the rail from one end side of the fallen road with a traveling mechanism interposed therebetween, and the iron pipe is made to travel forward into the fallen road, and A method for underground installation of iron pipes, characterized in that the iron pipes are sequentially connected to other iron pipes in series and made to run forward in the same way, and the series of connecting iron pipes are installed in the fallen road.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62018727A JPS63189531A (en) | 1987-01-30 | 1987-01-30 | Installation of steel tube under ground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62018727A JPS63189531A (en) | 1987-01-30 | 1987-01-30 | Installation of steel tube under ground |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS63189531A true JPS63189531A (en) | 1988-08-05 |
Family
ID=11979698
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP62018727A Pending JPS63189531A (en) | 1987-01-30 | 1987-01-30 | Installation of steel tube under ground |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS63189531A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105937655A (en) * | 2016-05-27 | 2016-09-14 | 上海二十冶建设有限公司 | Construction method for arranging large-aperture coke gas pipeline through railway culvert |
-
1987
- 1987-01-30 JP JP62018727A patent/JPS63189531A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105937655A (en) * | 2016-05-27 | 2016-09-14 | 上海二十冶建设有限公司 | Construction method for arranging large-aperture coke gas pipeline through railway culvert |
| CN105937655B (en) * | 2016-05-27 | 2018-06-26 | 上海二十冶建设有限公司 | A kind of construction method of heavy caliber coke oven gas pipe railroad crossing culvert |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107701192B (en) | Box culvert with pushing frame component relays pushing tow system | |
| JPS63189531A (en) | Installation of steel tube under ground | |
| JP2539151B2 (en) | Excavation method for bottom floor in tunnel | |
| CN205477629U (en) | T -shaped undercut tunnel shield constructs owner's machine translation system that goes into well | |
| CN111577294B (en) | Reverse-construction tunnel portal of steep rock mass in complex terrain and construction method | |
| CN107747494B (en) | Box culvert with mobile mechanism relays pushing tow system | |
| JP2506610B2 (en) | Shield tunnel construction method | |
| CN207554058U (en) | Box culvert with thrustor and box culvert pushing block connection structure relays pushing tow system | |
| CN107762526B (en) | Box culvert with thrustor and box culvert pushing block connection structure relays pushing tow system | |
| CN207554047U (en) | Box culvert relaying pushing tow system with pushing frame component | |
| CN108979641B (en) | Construction method for underground structure | |
| JP2000345790A (en) | Shield machine, drive method for shield machine, and construction method for inclined shaft or vertical shaft | |
| JPH08319618A (en) | Civil engineering work device, excavator, sheathing device and civil engineering work method | |
| JP2022001704A (en) | Method for arranging succeeding bogie of shield machine and succeeding bogie | |
| JP3706449B2 (en) | Method and device for dredging sediments in the Passover Pass | |
| JPH03233098A (en) | Method and device for installation of precast concrete plate for tunnel | |
| JPH081963Y2 (en) | Overhead retractor for overhead lines | |
| US3442088A (en) | Method and machine for building tunnels | |
| JPH0584773B2 (en) | ||
| JP3453564B2 (en) | Continuous construction method of tunnel block | |
| KR100443819B1 (en) | Underway Tunneling Methods of arch typed Triangle Elementary pipe-roof | |
| JP3421235B2 (en) | Pipe laying method and apparatus | |
| JP2765475B2 (en) | Pipeline laying method | |
| JP6713025B2 (en) | Drilling pier | |
| JP3232501B2 (en) | Double pipe buried method |