EP1411174B1 - Dispositif pour compacter le sol - Google Patents
Dispositif pour compacter le sol Download PDFInfo
- Publication number
- EP1411174B1 EP1411174B1 EP20030022799 EP03022799A EP1411174B1 EP 1411174 B1 EP1411174 B1 EP 1411174B1 EP 20030022799 EP20030022799 EP 20030022799 EP 03022799 A EP03022799 A EP 03022799A EP 1411174 B1 EP1411174 B1 EP 1411174B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- soil compacting
- compacting device
- soil
- spring arrangement
- vibrator
- 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 - Fee Related
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/96—Dredgers; Soil-shifting machines mechanically-driven with arrangements for alternate or simultaneous use of different digging elements
- E02F3/967—Dredgers; Soil-shifting machines mechanically-driven with arrangements for alternate or simultaneous use of different digging elements of compacting-type tools
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/026—Improving by compacting by rolling with rollers usable only for or specially adapted for soil compaction, e.g. sheepsfoot rollers
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/046—Improving by compacting by tamping or vibrating, e.g. with auxiliary watering of the soil
- E02D3/074—Vibrating apparatus operating with systems involving rotary unbalanced masses
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/046—Improving by compacting by tamping or vibrating, e.g. with auxiliary watering of the soil
- E02D3/068—Vibrating apparatus operating with systems involving reciprocating masses
Definitions
- the invention relates to a soil compaction device with an upper part and with a lower part, in which a vibration generator is arranged. While the lower part of such soil compacting devices experiences the vibrations necessary for soil compaction due to the vibrator, the upper part of the guide serves the soil compacting device. For this purpose, the upper part should be extensively decoupled from the lower part vibrationally. For this purpose, corresponding buffers are provided laterally on the device, which act as shock absorbers. However, these lateral buffers, which are usually located in the region of the shaft with the eccentric weight of the vibrator, only cushion shocks of this vibrator, but not shocks on the lower part of lateral directions, as may occur, for example, when the compressor against an obstacle moves. In such cases, even damage to the lateral buffers may occur. In the most favorable case, the side impact strikes the upper part, as a result of which it is however affected and the guidance of the soil compactor above the ground is impaired.
- the EP 0 345 137 A1 describes a mountable to an excavator arm compressor in which a total of four horizontally directed dampers are arranged between the middle part and two of this spanning U-shaped mounting bridges. In the case of impacts from below, these dampers are subjected to shear stress in the transverse direction, which must lead to their destruction in the shortest possible time. Even with loads in the direction of movement of the compressor, the dampers are subjected to unlimited shear.
- a soil compacting device according to the preamble of claim 1 is made US Pat. No. 6,394,697 B1 known.
- the present invention has for its object to provide a soil compacting device, in which a vibration decoupling between the upper and lower part, even with shocks against the lower part is guaranteed, the side buffers are relieved and the damping devices are as little as possible subjected to shear regardless of the loading direction.
- the object is achieved with a soil compaction device having the features of claim 1.
- the additional shock absorbers decouple the upper part not only from the existing vibrations due to the vibration of the lower part, but also in other shock loads of the lower part vibrationally from the lower part.
- the at least one resilient arrangement sloping obliquely forward in the front region of the device and the at least one resilient arrangement in the rear region of the device obliquely sloping backwards so that they can absorb shocks of the lower part against the upper part in and against the direction of travel of the device ,
- the lower part is exposed during movement of the device in particular shocks by obstacles in the direction of travel. This always happens when the device moves against an obstacle lying on the ground or against an edge of the compression area. Since the direction of the soil compaction device is generally reversible, such oblique resilient arrangements must be provided in the front and rear regions of the soil compaction device in order to be able to cushion impacts on the lower part in both directions of movement.
- the resilient arrangements may each comprise at least one rail or plate attached to the upper and lower parts with a shock-absorbing support or storage formed.
- the training as a rail with a resilient support for example made of rubber, is simple and inexpensive to manufacture. If the rails are fastened to the upper part, then the lower part can bounce against the resilient supports of the rails in the event of corresponding impacts, as a result of which the impact is damped.
- the at least one resilient arrangement in the front and rear region of the device is designed such that it allows a limited relative movement of upper part and lower part transversely to the direction of movement of the device. This embodiment prevents shock transmission from the lower part to the upper part in lateral loads of the lower part.
- the ground compaction device may be a hand-held device, a self-propelled device or else a cultivation compressor, which can be fastened by means of a quick-change device on the arm of an excavator or the like. It is advantageous if the amplitude and frequency of the vibrator of the soil compacting device are adjustable in order to adapt it to different ground conditions.
- the soil compacting device according to the invention may also be either a plate compactor or a roller compactor.
- the plate compressor 10 off Fig. 1 has a lower part 11 with a compressor plate 12 and a vibration generator 13 in the form of a shaft with an eccentrically mounted weight not shown here.
- the plate compactor 10 has an upper part 14 which can be fastened via a quick-change device 15 to an arm of an excavator, not shown here, or the like. The plate compactor 10 is thus a cultivation compressor.
- a first resilient arrangement 16 and in the rear region a mirror-image-like resilient arrangement 17 are arranged in the front region of the soil compaction device 10.
- the assemblies 16 and 17 are thereby formed by attached to the upper part 14 rails 18 and 19, which are each provided with a resilient pad 20, 21, preferably made of rubber.
- the rails 18 and 19 with the pads 20 and 21 are arranged obliquely, ie the rail 18 falls transversely to its longitudinal direction obliquely forward and the rail 19 obliquely backwards.
- the two assemblies 16 and 17 are able to absorb shocks on the lower part 11, which occur in or against the direction of movement 22 of the compressor 10, so that these shocks are not on the upper part 14 and the associated quick-change device 15 and from there even transferred to the excavator arm.
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- Mechanical Engineering (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Soil Working Implements (AREA)
Claims (7)
- Appareil de compactage du sol, présentant une partie supérieure (14) et une partie inférieure (11), dans laquelle est agencé un générateur d'oscillations (13), où il est prévu entre la partie supérieure (14) et la partie inférieure (11), dans les zones avant et arrière du dispositif (10), au moins un agencement élastique respectif (16, 17) supportant les chocs, caractérisé en ce que le au moins un agencement élastique (20, 21) est incliné vers l'avant dans la zone avant du dispositif (10) et le au moins un agencement élastique (20) est incliné vers l'arrière dans la zone arrière du dispositif (21) de manière à pouvoir amortir les chocs de la partie inférieure (11) contre la partie supérieure (14) dans le sens de marche (22) du dispositif (10) et dans le sens opposé au sens de la marche de celui-ci.
- Appareil de compactage du sol selon la revendication 1, caractérisé en ce que les agencements élastiques (16, 17) sont respectivement constitués d'au moins un rail (18, 19) fixé sur la partie supérieure ou inférieure (14, 11) ou d'une plaque avec un appui amortissant les chocs (20, 21) ou d'une suspension.
- Appareil de compactage du sol selon la revendication 1 ou 2, caractérisé en ce que le au moins un agencement élastique (16, 17) se présente dans les zones avant et arrière du dispositif (10) de manière à permettre un déplacement relatif limité de la partie supérieure (14) et de la partie inférieure (11) transversalement à la direction de déplacement (22) du dispositif.
- Appareil de compactage du sol selon l'une quelconque des revendications 1 à 3, caractérisé en ce qu'il peut être fixé à l'aide d'un dispositif de changement rapide (15) sur le bras d'une excavatrice ou similaire.
- Appareil de compactage du sol selon l'une quelconque des revendications 1 à 4, caractérisé en ce que l'on peut régler l'amplitude et la fréquence du générateur d'oscillations (13).
- Appareil de compactage du sol selon l'une quelconque des revendications 1 à 5, caractérisé en ce qu'il est un compacteur à plaques (10).
- Appareil de compactage du sol selon l'une quelconque des revendications 1 à 5, caractérisé en ce qu'il est un compacteur à rouleau (10).
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE20215843U | 2002-10-15 | ||
DE20215843U DE20215843U1 (de) | 2002-10-15 | 2002-10-15 | Bodenverdichtungsvorrichtung |
DE20307433U | 2003-05-12 | ||
DE20307433U DE20307433U1 (de) | 2002-10-15 | 2003-05-12 | Bodenverdichtungsvorrichtung |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1411174A2 EP1411174A2 (fr) | 2004-04-21 |
EP1411174A3 EP1411174A3 (fr) | 2005-01-05 |
EP1411174B1 true EP1411174B1 (fr) | 2009-04-08 |
Family
ID=32044195
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP20030022799 Expired - Fee Related EP1411174B1 (fr) | 2002-10-15 | 2003-10-11 | Dispositif pour compacter le sol |
Country Status (1)
Country | Link |
---|---|
EP (1) | EP1411174B1 (fr) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102006061398A1 (de) * | 2006-12-23 | 2008-06-26 | MTS Gesellschaft für Maschinentechnik und Sonderbauten mbH | Anbauverdichter |
DE202012013346U1 (de) | 2012-06-20 | 2016-06-22 | Mts Maschinentechnik Schrode Ag | Anbauverdichter |
CN106192979B (zh) * | 2016-08-30 | 2018-03-30 | 山西省水利建筑工程局 | 一种防连接件撕裂的液压振动夯 |
DE102017107351A1 (de) | 2017-04-05 | 2018-10-11 | Mts Maschinentechnik Schrode Ag | Bodenrecycler |
CN107246018A (zh) * | 2017-06-20 | 2017-10-13 | 中国建筑第六工程局有限公司 | 一种狭小空间回填压实装置 |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2308929A1 (de) * | 1973-02-23 | 1974-09-05 | John Henry Danuser | Ruettelstampfer |
FR2647482B2 (fr) * | 1988-05-30 | 1993-01-15 | Koehl Jean Marie | Dispositif d'interchangeabilite rapide sur engins de terrassement et sur vibreur sous engin et dispositif a prise rapide sur les outils pour interchangeabilite rapide de tous les elements entre eux |
DE3906392A1 (de) * | 1989-03-01 | 1990-09-20 | Bomag Gmbh | Ruettelwalze zur bodenverdichtung |
DE19629324C1 (de) * | 1996-07-20 | 1997-10-16 | Wacker Werke Kg | Vibrationsplatte mit Besohlung |
DE19811345C2 (de) * | 1998-03-16 | 2002-11-07 | Wacker Werke Kg | Bodenverdichtungsvorrichtung |
DE19953553A1 (de) * | 1999-11-08 | 2000-06-21 | Joachim Mozdzanowski | Bodenverdichter mit stufenlos verstellbarer Schwingungsamplitude |
DE20105427U1 (de) * | 2001-03-28 | 2002-08-08 | Josef Martin Ges M B H & Co Kg | Anordnung zum auswechselbaren Befestigen eines Bodenverdichters an einem Bagger |
-
2003
- 2003-10-11 EP EP20030022799 patent/EP1411174B1/fr not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
EP1411174A3 (fr) | 2005-01-05 |
EP1411174A2 (fr) | 2004-04-21 |
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