CN106192976A - A kind of roller-compactor - Google Patents
A kind of roller-compactor Download PDFInfo
- Publication number
- CN106192976A CN106192976A CN201510231269.5A CN201510231269A CN106192976A CN 106192976 A CN106192976 A CN 106192976A CN 201510231269 A CN201510231269 A CN 201510231269A CN 106192976 A CN106192976 A CN 106192976A
- Authority
- CN
- China
- Prior art keywords
- compaction plate
- roller
- compactor
- hole
- steel compaction
- 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
Abstract
The present invention relates to building machinery tool-class, be specially a kind of roller-compactor.The invention aims to solve existing employing frog hammer, vibratory impulse type ramming machine is when carrying out backfilling rammed earth construction, has that labor intensity is high, construction speed slow, inefficiency, the problem big to human body vibration.
Description
Technical field
The present invention relates to building machinery tool-class, be specially a kind of roller-compactor.
Background technology
Architectural engineering is returned and is often used ramming machine in fill construction, can only tamp with small-sized ramming machine after foundation trench backfill soil or other position backfills limited by site condition.
Conventional small-sized ramming machine has breast-stroke, vibratory impulse tamping machine etc..
If tamped by frog hammer or vibratory impulse tamping machine, one is intended to carry out repeatedly manual zoning's compacting, and the method labor intensity is high, construction speed is slow, inefficiency；Two is that the vibrations of above two ramming machine are relatively big, and workman can cause because long-time operation machinery that staff's is uncomfortable.
Summary of the invention
The invention aims to solve existing employing frog hammer, vibratory impulse type ramming machine is when carrying out backfilling rammed earth construction, has that labor intensity is high, construction speed slow, inefficiency, the problem big to human body vibration.
To achieve these goals, the present invention is by the following technical solutions
A kind of roller-compactor, it includes that steel compaction plate 1 positions hole 2, crushing hammar drill rod 3, steel compaction plate 4.
A kind of roller-compactor includes quartering hammer, the steel compaction plate 1 being installed on excavator, hole 2, location is offered in the middle of steel compaction plate, location plugs crushing hammar drill rod 3 in hole 2, and crushing hammar drill rod 3 one end is fixed in the hole, location of steel compaction plate stiffener 42, and the other end is connected with quartering hammer.Described steel compaction plate 4 surrounding is welded with stiffener, plays the effect reinforcing steel compaction plate 4.
Beneficial effects of the present invention
1, labor intensity is low, and construction speed is fast.
2, work efficiency is high, reduce the harm problem to rigidity of the body force vibration.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention.
Detailed description of the invention
The invention aims to solve existing employing frog hammer, vibratory impulse type ramming machine is when carrying out backfilling rammed earth construction, has that labor intensity is high, construction speed slow, inefficiency, the problem big to human body vibration.
To achieve these goals, the present invention is by the following technical solutions
A kind of roller-compactor, it includes that steel compaction plate 1 positions hole 2, crushing hammar drill rod 3, steel compaction plate 4.
A kind of roller-compactor includes quartering hammer, the steel compaction plate 1 being installed on excavator, hole 2, location is offered in the middle of steel compaction plate, location plugs crushing hammar drill rod 3 in hole 2, and crushing hammar drill rod 3 one end is fixed in the hole, location of steel compaction plate stiffener 42, and the other end is connected with quartering hammer.Described steel compaction plate 4 surrounding is welded with stiffener, plays the effect reinforcing steel compaction plate 4.
Below in conjunction with the accompanying drawings and embodiment, the present invention will be further described
In figure, 1-steel compaction plate, 2-positions hole, 3-crushing hammar drill rod, 4-steel compaction plate.
The structure design of the present invention, welds crushing hammar drill rod 3 in the hole, location 2 in the middle of steel compaction plate 4, thus forms " compaction plate ", then " compaction plate " be arranged on hydraulic crawler excavator, just can carry out backfilling rammed earth.
A kind of roller-compactor of the present invention, its steel compaction plate 4 a size of 550X560mm, consider that Mechanical Moving compacting speed is 8m/min, tests determined, this work carries out compacting only need to divide 2 layers to carry out, tamping 1 time for every layer, degree of compaction can meet design requirement, carries out secondary and tamp in width range.
It should be noted that problems with when carrying out being backfilling and compacted construction by the method:
1, during compacting construction, special messenger to be had commands, in order to avoid will be with complete wprks；
2, because of mechanical different, impulsive force difference, so lift height wants site inspection, test to determine, do not meet design requirement in order to avoid being layered blocked up compacting degree of compaction or be layered thin causing damage.
Finally illustrate is, above example is only in order to illustrate technical scheme and unrestricted, other amendment or equivalents that technical scheme is made by those of ordinary skill in the art, without departing from the spirit and scope of technical solution of the present invention, all should contain in the middle of scope of the presently claimed invention.
Claims (1)
1. a roller-compactor, it is characterised in that it includes, steel compaction plate 1, position hole 2, crushing hammar drill rod 3, steel compaction plate 4；Wherein, a kind of roller-compactor includes quartering hammer, the steel compaction plate 1 being installed on excavator, hole 2, location is offered in the middle of steel compaction plate, location plugs crushing hammar drill rod 3 in hole 2, crushing hammar drill rod 3 one end is fixed in the hole, location of steel compaction plate stiffener 42, the other end is connected with quartering hammer, and described steel compaction plate 4 surrounding is welded with stiffener, plays the effect reinforcing steel compaction plate 4.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510231269.5A CN106192976A (en) | 2015-05-08 | 2015-05-08 | A kind of roller-compactor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510231269.5A CN106192976A (en) | 2015-05-08 | 2015-05-08 | A kind of roller-compactor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106192976A true CN106192976A (en) | 2016-12-07 |
Family
ID=57459640
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510231269.5A Pending CN106192976A (en) | 2015-05-08 | 2015-05-08 | A kind of roller-compactor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106192976A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111972099A (en) * | 2020-09-09 | 2020-11-24 | 中国五冶集团有限公司 | Tree pit planting soil tamping tool and tamping method |
-
2015
- 2015-05-08 CN CN201510231269.5A patent/CN106192976A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111972099A (en) * | 2020-09-09 | 2020-11-24 | 中国五冶集团有限公司 | Tree pit planting soil tamping tool and tamping method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104074186B (en) | The casing device of pore-forming and construction method thereof in a kind of building lot | |
| CN202881926U (en) | Quartering hammer type tamping device | |
| CN204199335U (en) | A kind of pressure release well reducing PHC tube pile construction soil compaction effect | |
| CN105442532A (en) | Construction method for pile-head-expanded bored pile | |
| CN102635113A (en) | Construction method for hydraulic vibrating sinking pipe cast-in-place piles | |
| CN108755698B (en) | Construction method for steep slope loose accumulation body large inclined rock surface foundation | |
| CN108589711A (en) | A kind of construction method of bead string type solution cavity development area fender post | |
| CN104314071A (en) | Construction method of underground diaphragm wall by employing rotary drilling rig | |
| CN206721870U (en) | A kind of long auger guncreting pile steel reinforcement cage | |
| CN110055973B (en) | Foundation pit enclosure structure under high-speed railway bridge with limited construction space and water stopping method | |
| CN102912789A (en) | Mechanical hole forming technology applied to karst landform | |
| CN107859034B (en) | Large diameter pile foundation spillage immediate processing method | |
| CN105200994A (en) | Construction method for reserved shield crossing composite foundation pit support device | |
| CN113846618A (en) | Dynamic compaction replacement reinforcing method for foundation treatment | |
| CN110512649B (en) | Underground excavation construction method for additionally arranging basement and communication channel structure under existing building | |
| CN106192976A (en) | A kind of roller-compactor | |
| CN102383432A (en) | Enclosure method for inserting H-shaped reinforced concrete slab piles in three-axis (two-axis) cement mixing pile | |
| CN103806444A (en) | Soft soil layer rotary excavating pile construction method | |
| CN106337418A (en) | Supporting structure and supporting method of deep foundation pit in narrow area | |
| CN110067205A (en) | A kind of permanent protecting tube embedding construction method of bridge pier column outsourcing | |
| CN203878559U (en) | Hydraulic battering ram of excavator | |
| CN204982857U (en) | Three -dimensional multichannel drainage combination tamping unit of low level negative pressure | |
| CN105625435B (en) | Sea product island multi-section, multi-level special-shaped equipment deep basal pit quick molding method | |
| CN109853532B (en) | Ultrasonic disturbance wall-protection slurry sediment cleaning device and construction method | |
| CN105887798B (en) | Rock backfills Novel foundation treatment method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20161207 |
|
| WD01 | Invention patent application deemed withdrawn after publication |