HUE026438T2 - Method for laying a pipe at right angles and impact device for same - Google Patents
Method for laying a pipe at right angles and impact device for same Download PDFInfo
- Publication number
- HUE026438T2 HUE026438T2 HUE12169478A HUE12169478A HUE026438T2 HU E026438 T2 HUE026438 T2 HU E026438T2 HU E12169478 A HUE12169478 A HU E12169478A HU E12169478 A HUE12169478 A HU E12169478A HU E026438 T2 HUE026438 T2 HU E026438T2
- Authority
- HU
- Hungary
- Prior art keywords
- last last
- base body
- pipe
- striking
- ground
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/02—Placing by driving
- E02D7/06—Power-driven drivers
- E02D7/10—Power-driven drivers with pressure-actuated hammer, i.e. the pressure fluid acting directly on the hammer structure
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
- E02D13/04—Guide devices; Guide frames
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
- E02D13/10—Follow-blocks of pile-drivers or like devices
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/02—Placing by driving
- E02D7/06—Power-driven drivers
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Revetment (AREA)
- Road Signs Or Road Markings (AREA)
- Sewage (AREA)
- Earth Drilling (AREA)
Description
BACKGROUND OF FEE XUVENTTON
The invention relates to a method for the perpendicular laying of a pipe, prefer ably a steel pipe,, in a groaned preferably earthy ground, wherein the pipe is positinned at first in a perpendicularly aligned manner above a laying location and repetitive force pulses are delivered to a face end of the pipe which is remote from the ground by means of a preferably hydraulically driven striker of a striking apparatus in order to ram said pipe into the ground,· according to the preamble of clairs 1 ,· and a respective striking apparatus and a respective striking plate.
DESCRIPTION OF THE PRIOR AST
Pipes laid perpendicularly in the ground are often used as the basis for foundations of buildings above ground, A broad field of application relates to sound insulation wails, aid on usually consist of pi ate-" shaped sound protection elements which are arranged between supports protruding vertically from the ground and are fined thereto. In order to ensure secure anchoring of the supports; they are introduced info pipes previously laid perpendicularly In the ground. The pipes are then filled with concrete.
The laying of the pipes in the ground occurred up until now by means of a vibrating technology. Vibrating apparatuses are used for this purpose, which drive the pipes perpendionlariy into the ground by means of osc 11.latino elements which are mounted, oh unbalanced masses and which are moved under considerable input of energy. The problematic aspect is the positioning of the pipes which can often only occur in a highly imprecise manner.
The far greater problem in these known methods is the compaction of the ground which occurs in the course of the vibrating process. which renders the laying process even more difficult., and the expenditure of force required for the laying needs to be increased «ltd progressing duration of the laying process,
Methods are already known ( see DE 2S 00 221 hi or DE 197 34 066 ai for example) in which the compaction of the ground is substantially prevented during the laying process and the required energy input is lower than in conventional methods,. Do 29 00 221 ni shoes a r&nmrnq apparatus which is driven by a pressure medium and which comprises a housing in which a striking body is displaesabiy guided and rests on a strike transmission apparatus 11,· which rests on its part on a ramming part 10, i. e, a perpendicularly arranged pipé:,
It is an object of the present invention to provide a method for the perpendicular laying of a pipe, preferably a steel pipe, in a ground, with which a cost-effecti ve modular centiguration of the striking apparatus and an attachment to various construction machines is enabled,
SUMMDEY OF THE IFvBhTIOH
This object is achieved in accordance with the invention by the method according to claim 1,. according to which a nips is positioned at first in a perpendicularly aligned manner above a laying location end repetitive force pulses are delivered to a face end of the pipe which Is remote from the ground by means of a preferably hydraulically driven striker of a striking apparatus in order to ram said pipe in the ground, such that its perpendicular positioning above the laying location occurs by suspending the pipe on the striking apparatus. The laying of the pipe can thus be arranged in an especially simple way, and the inadvertent compaction of the ground Is prevented in any case by the method according to claim: 1,. Furthermore, the mechanical, configuration of the striking apparatus is cost-effective, requires little maintenance and is sturdy, A rapid laying process is enabled by the cetbeen
The striking apparatus comprises in. a preferred embodiment a preferably' hydraulically operating drive apparatus which is arranged in a housing and which: drives a striker that is mounted in a linearly movable manner in the housing, and comprises a striking plate which is fixed to the housing and is preferably suspended, and the striker can be moved from a position not making contact when the striking plate to a position making contact with the striking plate outside of the housing and vice versa. This provides a modular compact variant of an embodiment of the atreking apparatus, which is suitable for rapid mounting on a construction machine such as an excavator or a similar utility vehicle.
In order to transmit the repetitive force pulses Of the striker onto the pipe, it is farther provided that the striking plate makes contact with the face end of the pipe remote from the ground at least in the position whore contact is established with the striker.
The striking plate of the striking apparatus has a substantially cylindrical base body, comprising a first face end facing away from: the striker and a second face end facing a contact surface of the: striker, wherein a depression is provided on the so cord face end, which depression is preferably adjusted with respect to its shape and dimensions to the contact surface.. The depression allows a constant distribution of force within the striking plate.
In order to fix the position of the striking plate upon contact with the pipe, it can be provided that it comprises a substantially cylindrical base body, having a first face end on which a cylindrical shoulder is provided, which shoulder is arranged concentrically to the cylindrical base body and has a smaller diameter than the base body. The shoulder protrudes into the interior of the pipe end thus prevents lateral slippage of the striking plate.
In order to ensure that the striking plate is suitable tor attachment in pipes with different inner diameters, it is further provided in an 'especially preferred; variant of the embodiment that the striking piste has a substantially cylindrical base body, having a first face end on union several cylindrical shoulders are provided,, which shoulders are arranged concentrically to the cylindrical base body and respectively have a smaller diameter than the base body, wherein the several shoulders heve different diameters with respect to each other and the diameters of the several shoulders decrease with increasing distance thereof from: the base body.
In order to prevent canting of the· seri ring plate with the face end of the pipe which is remote from the ground and to facilitate centric application of the striking plate on the pipe, the jacket surface of the one shoulder or the respective jacket surfaces of the several shoulders respectively enclose an obtuse angle with the first face end of the base body.
For the purpose of ensuring a distribution of the forces occurring on the face end facing the striker as uniform, as possiblef the striking plate comprises a depression on a second face end opposite of toe first face end, which depression is provided for aceemendating a contact surface of a striker. iince the striking plate has a high weight, it comprises openings for the purpose of easy handling: capability:,· which openings enable the suspension of the striking plate by means of cable or other holding elements. The openings are preferably arranged as boreholesο The anchoring within said openings can be achieved for example in such a way that the cable or holding elements are respectively fixed on a pin situated transversely to the axis of the borehole. The fixing can alternatively also be realised by continuous openings, whose diameter expands in the direct son of the first face end end is thus suitable of a c: corncob a ting a respectively forced region of the cable or holding element , e. g, a eedge-shaped body, and is thus prevented from moving in the direction of the second face end,
In en especially preferred variant of the embodiment, the striking apparatus is attached to a construction machine, e, g . an excavator or a similar utility vehicle. The construction machine is arranged with a chassis and a jib arranged thereon, wherein the end region of the jib facing away from the chassis is formed by the striking apparatus with a striking plate,
BRIEF DESCRIETTOh CF THE DEADXBBS
The invention will be explained below in closer detail, by reference to an embodiment shown in the drawings, wherein;
Big, 1 shows a side view of a construct ion machine, including the striking apparatus, the striking plate and the pipe;
Big, 2 shows a top view of the striking plate,?
Fig, 3 shews a hoitom view of the striking: plate;
Fig, i shows: a aide view of the striking plats,
DETAILED DESCRIPTIDE Qf THE PREFERRED ERBODIREhTS
Fig. 1 shows a side view of a const rueiron machine 18, including the striking apparat as the striking plate D and the pipe 1,
The illustration shows a construction machine 18, e,g, an excavator or a similar utility vehicle, on the chassis la of which a jib 2D is; attached, whose end region 21 is formed by a striking apparatus 1 in accordance with the Invention, or on whose end region 21 a striking apparatus f in accordance with the invention, is attached lay means of conventional quick-change apparatuses -
The striking apparatus 4 per so comprises a housing Ó a drive apparatus ? arranged in said housing, and a striking plate :9 which is fixed to: the housing and is preferably suspended.
The preferably hydraulically driven drive apparatus ? drives a striker 8, which during the method in accordance with the invention strikes: a depression 15 in the striking plate 9, which on its part makes: contact with the pipe 1. The striking plate 9 is suspended in this case by means of cable or holding element 17 on the housing 6, therein the striking plate 9 comprises openings 19 in which the cable or holding elements 17 axe anchored.
The striking plate 9 per se consists of a cylindrical base body 10, which in the illustrated embodiment comprises two shoulders 12, 13 on a first face end 11 facing away from the striker. The jacket surfaces 23 (see Fig, 41 of the shoulders 12, 13 respectively enclose an obtuse angle a (see Fig, 1) with the first face end 11 of the base body, h second face end 14 of the striking: plate 9 which faces the striker comprises the depression 15, which is suitable for absorbing force pulses of the striker 8 vie its contact surface 24, The striking plate 9 is situated in the working position above the pipe i, which is fixed by means of a flexible connecting element 22 to the housing 6» The connecting element 22 can be arranged as a retaining strap for example.
Fig, 2 shows the layout of the striking plate 9 according to Fig. 1, which shows a view of the second face end 14 of the striking plate 9, The depression 15 is situated in the centre, The openings 16· arranged in the boundary region are additionally visible.
Fig, 3 snows the fitst face on cl 11 of the striking plate 9 which is opposite of the second face end 14- The shoulders 12.., 13 are situated in its centre. The striking plate 9 can alternatively also: comprise three, four or fire shoulders. Furthermore, the cylindrical base body 10 and the -jacket surfaces 23 (see Fig, 4} are visible.
Fig, 4 shews a side view of the striking plate S, The shoulders 12, 13 are visible, whose respective jacket surfaces 23 respectively enclose an obtuse angle a with the first face end 11 of the base body. FÜFCT ICMh L ! T Y OF Tub IFvEhTiOb
The functionality: of the invention shall be explained below by reference to an example,
In order to lay a pipe 1 perpendicularly in the ground 2, it is provided in accordance with the invention to position the pipe 1 at first perpendicularly above the laying location 3 and to apply by means of the striker 8 repetitive force pulses onto the striking plate 3 arid thus onto the face end of the pipe 5 remote from the ground 2 in order to ram said pipe into the ground 2,
The pice 1 is fixed in this process by means of a connecting element 22 to the housing 6, which on its part is connected to a construction machine 18, The positioning of the pipe 1 occurs through a respective positioning of the housing 6, whose pocition is predetermined by the construction machine 18, The perpendicular alignment of the pipe 1 occurs by gravity.
The construction machine 18 can be moved in the ambient environment either independently, or i.t can be arranged on a carriage in order to erect a foundation of noise protection walls for example, which are to be mounted parallel to the traffic rails. The construction machine IS comprises a chassis 19 and a jib 20 which is arranged thereon, whose end region 21 which faces away is formed by the striking apparat as 4.. it the pipe 1 is situated at the laying location 3, the striking plate 9 is moved towards the face end 5 of the pipe 1 which is remote fror;· the ground 2, so that at least one of the shoulders
It, 13 protrudes into the interior of the pipe 1. It is thus preferably but not mandatorily provided that the face end 11 of the striking plate 9 also makes contact with the face end 5 of the pipe 1, Since the striking piste 9 is suspended on the housing 6, only a low aligning force is required for the correct movement or placement of the striking plate 9 on the pipe 1, which force can be applied by a construction worker for example. The striker 8 is in a ncn-conrecting position and is now accelerated in order to impact the depression 13 of the sir iking plate 9 in a contacting position and to thus transmit a force pulse over a large area onto said striking plate and thus onto the pipe 1. In the event that the striking plate 9 is moved at first merely towards the face end a of the pipe 1 which is remote from the ground 2, so that at least one of the shoulders 12, 13 protrudes into the interior of the pipe 1, the contact established between the striking plate "S' and the face end 5 of the pipe 1 also occurs in the course of the impact of the strike ίο on the striking plate 9,
Finally, the striker 8 is moved from; the depression 15 back to a non "-con tact ing position, which enables a renewed acceleration of the striker 8 to the cootacting position. As a result of a repetition of this process, the pi.pe 1 is successively driven into the: ground 2 until, the desired end position is reached. The connecting elements 22 can already be released once the pipe 1 is situated in a stable position, which is generally already achieved before reaching the end position.
DlST OF REFERENCE; NUMERALS 1 Pipe 2 Ground 3 Lay ing 1oca t i on 4 Striking apparatus 5 Face end of pipe 6 Bousing ? Drive apparatus 8 Striker 9 Striking plate 10 Cylindrical base body 11 First face end of the base body 12 Shoulder
If SnouIder la Second face end of the base body 15 Depression 16 Openings 17 Cable or holding eretient 18 Construction .machine 19 Chassis 20 Jib 21 End region 22 Core':.eet i ng e 1 oment 22 Jacket surface of the shoulder/shoulders 24 Contact surface of the striker
Claims (4)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ATGM318/2011U AT12719U1 (en) | 2011-06-01 | 2011-06-01 | METHOD FOR VERTICALLY LAYING A PIPE AND HITCH FOR EQUIPPING THEREOF |
Publications (1)
Publication Number | Publication Date |
---|---|
HUE026438T2 true HUE026438T2 (en) | 2016-06-28 |
Family
ID=47048871
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
HUE12169478A HUE026438T2 (en) | 2011-06-01 | 2012-05-25 | Method for laying a pipe at right angles and impact device for same |
Country Status (6)
Country | Link |
---|---|
EP (1) | EP2530205B1 (en) |
AT (1) | AT12719U1 (en) |
HR (1) | HRP20150652T1 (en) |
HU (1) | HUE026438T2 (en) |
PL (1) | PL2530205T3 (en) |
SI (1) | SI2530205T1 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT15636U1 (en) * | 2016-11-23 | 2018-03-15 | Guenter Keuschnig | INCLUDED IN A SUB-BACKGROUND SYSTEM |
CN108221993B (en) * | 2018-01-16 | 2023-08-08 | 中国科学院南京地理与湖泊研究所 | Underwater pile driver |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2900221C2 (en) * | 1979-01-04 | 1985-05-09 | Koehring Gmbh, 2000 Hamburg | Pressure-medium driven ramming device |
US4340210A (en) * | 1980-01-25 | 1982-07-20 | Metex Corporation | Pile driver cushion |
RU2109105C1 (en) * | 1996-08-14 | 1998-04-20 | Акционерное общество закрытого типа "Российская патентованная техника" | Hydraulic hammer |
US6557647B2 (en) * | 2000-05-30 | 2003-05-06 | American Piledriving Equipment, Inc. | Impact hammer systems and methods |
-
2011
- 2011-06-01 AT ATGM318/2011U patent/AT12719U1/en not_active IP Right Cessation
-
2012
- 2012-05-25 SI SI201230229T patent/SI2530205T1/en unknown
- 2012-05-25 PL PL12169478T patent/PL2530205T3/en unknown
- 2012-05-25 EP EP12169478.0A patent/EP2530205B1/en not_active Not-in-force
- 2012-05-25 HU HUE12169478A patent/HUE026438T2/en unknown
-
2015
- 2015-06-16 HR HRP20150652TT patent/HRP20150652T1/en unknown
Also Published As
Publication number | Publication date |
---|---|
EP2530205A1 (en) | 2012-12-05 |
PL2530205T3 (en) | 2015-10-30 |
HRP20150652T1 (en) | 2015-09-11 |
SI2530205T1 (en) | 2015-08-31 |
EP2530205B1 (en) | 2015-03-18 |
AT12719U1 (en) | 2012-10-15 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN109142067B (en) | Experimental method and device for stress wave propagation in rock-like material under gradient static stress | |
CN104833537A (en) | Similarity model test apparatus for simulating tunnel construction | |
CN105510558A (en) | Simulation testing device used for simulating karst collapse caused by underground vibration of karst terrain | |
KR100916810B1 (en) | Model horizontal load test apparatus | |
WO2018151583A1 (en) | Soft ground improvement method using high-density polyurethane | |
HUE026438T2 (en) | Method for laying a pipe at right angles and impact device for same | |
CN104988884A (en) | Concrete faced rock-fill dam void deformation monitoring device and installation method thereof | |
CN116337654A (en) | Anchor rod impact tensile mechanical property testing device and testing method | |
CN102720218A (en) | Deep-hole inverted-T-shaped pile based high-rise earthquake-resistant building structure | |
KR101378732B1 (en) | Composition of a square shape using high pressure jet grouting techniques Retaining Wall Composition Method | |
CN105241648A (en) | Loading device simulating loess tunnel lock foot anchor pipe end stress and use method thereof | |
CN112129480A (en) | Roadbed vibration simulation device and method | |
EP2875188B1 (en) | Method for laying a pipeline | |
CN106501083A (en) | Large scale structure multiple spot ground anchor type drag-line charger and test method | |
CN202347853U (en) | Concrete grouting and vibrating device | |
CN105887926A (en) | Open trench tunnel structure capable of preventing inhomogeneous deformation of foundation for soft soil seismic subsidence stratum | |
KR101863757B1 (en) | Expansive force measuring apparatus of high-expansion liquid chemical for ground reinforcement, maintenance system and method for the same | |
CN204942926U (en) | A kind of fixed pedestal of blasting vibration measurement vibration sensor | |
JP2019039144A (en) | Foundation structure of structure, and foundation method of structure | |
CN116678720B (en) | Large-tonnage rock transmitting device for simulating falling rock impact and application method | |
CN108343097B (en) | A kind of monitoring method of foundation pit rotary churning pile to overhead high-speed rail construction effect | |
Chenaf et al. | Independent experimental observations of kinematic and inertial soil–pile interactions | |
CN100410454C (en) | Heavy ramming technology for processing deeper foundation | |
Hamidi et al. | Advances in dynamic compaction | |
CN115652981B (en) | Device and method for advanced monitoring and backfilling of collapse inside foundation of pole tower foundation |