GB1199047A - Method and Apparatus for Laying a Drainpipe - Google Patents
Method and Apparatus for Laying a DrainpipeInfo
- Publication number
- GB1199047A GB1199047A GB5030667A GB5030667A GB1199047A GB 1199047 A GB1199047 A GB 1199047A GB 5030667 A GB5030667 A GB 5030667A GB 5030667 A GB5030667 A GB 5030667A GB 1199047 A GB1199047 A GB 1199047A
- Authority
- GB
- United Kingdom
- Prior art keywords
- pipe
- plough
- vehicle
- theodolite
- motor
- 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
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
- F16L1/024—Laying or reclaiming pipes on land, e.g. above the ground
- F16L1/028—Laying or reclaiming pipes on land, e.g. above the ground in the ground
- F16L1/032—Laying or reclaiming pipes on land, e.g. above the ground in the ground the pipes being continuous
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/10—Dredgers 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
- E02F5/102—Dredgers 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 operatively associated with mole-ploughs, coulters
- E02F5/103—Dredgers 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 operatively associated with mole-ploughs, coulters with oscillating or vibrating digging tools
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/02—Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
- E02F5/14—Component parts for trench excavators, e.g. indicating devices travelling gear chassis, supports, skids
- E02F5/145—Component parts for trench excavators, e.g. indicating devices travelling gear chassis, supports, skids control and indicating devices
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F9/00—Component parts of dredgers or soil-shifting machines, not restricted to one of the kinds covered by groups E02F3/00 - E02F7/00
- E02F9/26—Indicating devices
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Road Paving Machines (AREA)
- Sewage (AREA)
Abstract
1,199,047. Laying pipes. WERNER CORNELIUS K.G. 6 Nov., 1967 [11 Feb., 1967], No. 50306/67. Heading F2P In a method of laying a drainpipe, consisting of a perforated flexible pipe of synthetic material, wherein the pipe is paid out from a supply reel 5 mounted on an endless track vehicle 1 as the vehicle is advanced and the pipe is laid at the required depth and angle of slope from an outfall ditch by a plough 9 which is adjusted to the desired depth during laying by a motor 10, a theodolite 21 positioned at the outfall ditch is adjusted to a horizontal direction in which it is desired to lay the pipe, the plough is adjusted to the desired depth in the ditch, the theodolite is readjusted to give the desired angle of slope at which it is desired to lay the pipe, a sight mark 14 movable with the plough is adjusted to align with the graticule of the theodolite, and remote control of the motor 10 is effected to adjust the plough depth as the pipe is laid to maintain the sight mark constantly in the graticule of the theodolite. In this manner, the pipe is laid at the desired angle in the ground regardless of any surface undulations over which the pipe-laying vehicle may traverse. As shown, the plough is fixed to carriage 8 which is slidably adjusted in a framework 2, 7 by an hydraulic double-acting piston and cylinder motor 10. The piston/cylinder motor hydraulic supply is through a slide valve 12, Fig. 3 (not shown), which is actuated by an electromagnet 13. The magnet may be radio-controlled by an observer at the theodolite. Alternatively, as shown, the magnet is actuated by an observer at the theodolite through a switch 22 and a cable 24 run off from a drum 23 mounted on the vehicle, the amount of cable run-off during laving also giving an indication of the pipe length laid. The framework is pivotally mounted at 3 on the vehicle and is maintained in the vertical plane regardless of any vehicle pitching movement by a double-acting hydraulic motor 4. The motor 4 is fed through a control slide valve operated by another electromagnet (not shown). This electromagnet is actuated when a plummet 16, Fig. 4 (not shown), suspended in a liquid engages one of two contacts 18, 19. The pipe is guided in a guide pipe 28, Fig. 6 (not shown), at the rear of the plough. Also an extension guide tube 26 may be pivoted to the end of the guide pipe to reduce effects due to varying the depth of the plough. The pipe may be previously wrapped with filter material, such as peat mats or glass fibres. Alternatively, Fig. 5 (not shown), cellular or other coarsegrained material may be blown from a container on the vehicle into the ditch formed by the plough through a further tube 29 at the rear of the plough by a blower mounted on the vehicle.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEC0041476 | 1967-02-11 |
Publications (1)
Publication Number | Publication Date |
---|---|
GB1199047A true GB1199047A (en) | 1970-07-15 |
Family
ID=7024575
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB5030667A Expired GB1199047A (en) | 1967-02-11 | 1967-11-06 | Method and Apparatus for Laying a Drainpipe |
Country Status (5)
Country | Link |
---|---|
BE (1) | BE710663A (en) |
DE (1) | DE1634030C3 (en) |
GB (1) | GB1199047A (en) |
NL (1) | NL143302B (en) |
SE (1) | SE314946B (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3727696A (en) * | 1971-01-04 | 1973-04-17 | R Hansen | Vibrating plow to bury cable and the like |
GB2354886A (en) * | 1999-09-28 | 2001-04-04 | Engineering Business Ltd | Cable or pipe laying apparatus |
CN115781807A (en) * | 2022-11-17 | 2023-03-14 | 水利部交通运输部国家能源局南京水利科学研究院 | Soft base is handled vacuum preloading construction drain pipe laying device |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102010029312A1 (en) * | 2010-05-26 | 2011-12-01 | Thomas Möhle | Device and method for laying a drainage |
RU2769752C2 (en) * | 2020-09-28 | 2022-04-05 | Акционерное Общество "Институт "Оргэнергострой" | Method of creating a protected boundary using a plow of a mechanized cable layer |
-
1967
- 1967-02-11 DE DE19671634030 patent/DE1634030C3/en not_active Expired
- 1967-11-06 GB GB5030667A patent/GB1199047A/en not_active Expired
- 1967-11-08 SE SE1533767A patent/SE314946B/xx unknown
-
1968
- 1968-01-09 NL NL6800319A patent/NL143302B/en unknown
- 1968-02-12 BE BE710663D patent/BE710663A/xx unknown
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3727696A (en) * | 1971-01-04 | 1973-04-17 | R Hansen | Vibrating plow to bury cable and the like |
GB2354886A (en) * | 1999-09-28 | 2001-04-04 | Engineering Business Ltd | Cable or pipe laying apparatus |
GB2354886B (en) * | 1999-09-28 | 2003-10-15 | Engineering Business Ltd | Cable or pipe laying macxhines |
CN115781807A (en) * | 2022-11-17 | 2023-03-14 | 水利部交通运输部国家能源局南京水利科学研究院 | Soft base is handled vacuum preloading construction drain pipe laying device |
CN115781807B (en) * | 2022-11-17 | 2023-08-18 | 水利部交通运输部国家能源局南京水利科学研究院 | Soft foundation treatment vacuum preloading construction drain pipe laying device |
Also Published As
Publication number | Publication date |
---|---|
DE1634030C3 (en) | 1974-06-06 |
DE1634030A1 (en) | 1971-10-07 |
SE314946B (en) | 1969-09-15 |
DE1634030B2 (en) | 1973-11-08 |
NL6800319A (en) | 1968-08-12 |
NL143302B (en) | 1974-09-16 |
BE710663A (en) | 1968-06-17 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PS | Patent sealed | ||
433D | Application made for revocation (sect. 33/1949) | ||
433A | Case decided by the comptroller ** patent amended (sect. 33/1949) | ||
SPA | Amended specification published | ||
PCNP | Patent ceased through non-payment of renewal fee |