CN107724371A - A kind of domatic soil compaction system - Google Patents
A kind of domatic soil compaction system Download PDFInfo
- Publication number
- CN107724371A CN107724371A CN201711015942.7A CN201711015942A CN107724371A CN 107724371 A CN107724371 A CN 107724371A CN 201711015942 A CN201711015942 A CN 201711015942A CN 107724371 A CN107724371 A CN 107724371A
- Authority
- CN
- China
- Prior art keywords
- support column
- hoist
- base plate
- downside
- upside
- 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.)
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Classifications
-
- 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
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- 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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
Abstract
The present invention discloses a kind of laborsaving domatic soil compaction system, and it includes travel(l)er, vibrating squeezer, first hoist, second hoist and boom hoisting；The travel(l)er includes downside support column, upside support column, and both ends connect the crossbeam of downside support column upper end and upside support column upper end respectively, are arranged at the downside road wheel of downside support column lower end, are arranged at the upside road wheel of upside support column lower end；The vibrating squeezer includes base plate, and the dual-axle motor being arranged in the middle part of base plate, two are correspondingly arranged in the eccentric wheel of the output end of dual-axle motor two respectively, and the counterweight box being arranged on base plate；The first hoist is fixedly installed on the support column of upside, and its pull rope is fixedly connected with base plate one end；The boom hoisting is arranged on crossbeam by guide rail mechanism；Second hoist is arranged on travel(l)er, and the pull rope of second hoist is connected with boom hoisting.
Description
Technical field
The present invention relates to roadbed treatment equipment technical field, more particularly, to a kind of domatic soil compaction system.
Background technology
With the continuous development of high-grade highway construction, higher requirement is proposed to road resistance to overturning.Roadbed is made
For the basis of high-grade highway, ground deadweight and the road surface gravity of itself, and the frequent impact of exterior vehicle load are born.
To ensure the overall stability of road it may first have to ensure the closely knit stabilization of roadbed.And important component of the side slope as roadbed,
Also must closely knit stabilization.Roadbed side slope includes execavated rockmass and welding with filler wire, and larger for embankment to roadbed stability influence
Welding with filler wire.Press not closely knit enough if welding with filler wire surface layer is integrally compared with embankment, side slope in ground itself and road surface gravity,
And under the frequent impact effect of exterior vehicle load, original original stress equilibrium state will be destroyed, cause to settle or sliding phenomenon of collapsing.
It is especially even more serious in rainy season, washing away and permeating due to top layer flowing water.Therefore embankment filled soil side slope, which is removed, should meet design section
Size requirement it is outer, its is domatic to must be accorded to fully be compacted.Current domatic soil compaction is mostly using the side of hand fit's machinery
Formula is carried out, and existing mode of operation has many deficiencies, is mainly reflected in low construction efficiency, and hand labor intensity is big, domatic soil
Body compactness is uneven, inconvenient for operation etc..
The content of the invention
The purpose of the present invention is intended to overcome the shortcomings of the prior art, there is provided a kind of efficiency of construction is high, hand labor
Low intensity, the good and easy to operate domatic soil compaction system of domatic soil compaction uniformity.
In order to solve the above-mentioned technical problem, the present invention is achieved by the following technical solutions：
A kind of domatic soil compaction system, including travel(l)er, vibrating squeezer, first hoist, second hoist and
Boom hoisting；The travel(l)er including the use of when be supported in downside support column on bottom of slope road surface, be supported in slope during use
Upside support column on top, both ends connect the crossbeam of downside support column upper end and upside support column upper end respectively, are arranged at downside
The downside road wheel of support column lower end, it is arranged at the upside road wheel of upside support column lower end；The vibrating squeezer includes base
Seat board, the dual-axle motor being arranged in the middle part of base plate, two are correspondingly arranged in the eccentric wheel of the output end of dual-axle motor two respectively, and
The counterweight box being arranged on base plate；The first hoist is fixedly installed on the support column of upside, and its pull rope and pedestal
One end of plate towards upside support column is fixedly connected；The boom hoisting is arranged on crossbeam by guide rail mechanism；Described second
Hoist engine is arranged on travel(l)er, and the pull rope of the second hoist is connected with boom hoisting, the second hoist
For driving boom hoisting along cross beam movement.
Preferably, one end of the base plate towards downside support column is provided with tightrope, and the downside support column is set
For the traction wheel of tightrope solderless wrapped connection.
Preferably, the second hoist is arranged on the support column of downside, and the crossbeam both ends are set for second respectively
The fixed pulley of the pull rope solderless wrapped connection of hoist engine.
Preferably, the boom hoisting is electric block, bottle gouard moved by hands or hoist engine.
Preferably, the upending frame for boom hoisting connection is set on the base plate.
Preferably, the guide rail mechanism is face of cylinder guide rail or prismatic surface guide rail.
Compared with prior art, the invention has the advantages that：
The present invention is led by changing in use, change the vertical deadweight of vibrating squeezer with weight by adjust counterweight box
The hauling speed of messenger can change vibrating squeezer along domatic skew force, then change the vertical deadweight of vibrating squeezer with
Vibrating squeezer is made a concerted effort along domatic skew force, to form the static pressure effect of the different soil bodys to meet different soil compactions
It is required that；By the vibration in eccentric wheel rotary course, the dither effect to the domatic soil body can be produced.The domatic soil body in static pressure and
Fully it is compacted under vibration force effect.Its efficiency of construction is high, and hand labor intensity is low, and domatic soil compaction uniformity is good and operates
Convenient, the compacting available for all kinds of side slopes uses.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
There is the required accompanying drawing used in technology description to be briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, can be with
Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is the structural representation of the present invention.
Fig. 2 is Fig. 1 top view.
Fig. 3 is the structural representation of vibrating squeezer in Fig. 1.
Fig. 4 is Fig. 3 top view, wherein eliminating partial component.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other under the premise of creative work is not paid
Embodiment, belong to the scope of protection of the invention.
Domatic soil compaction system shown in Fig. 1-4, including travel(l)er 1, vibrating squeezer 2, first hoist 3,
Second hoist 4 and boom hoisting 5；The travel(l)er 1 including the use of when be supported on bottom of slope road surface downside support
Post 11, the upside support column 12 being supported in during use in top of the slope, both ends connect the downside upper end of support column 11 and upside support respectively
The crossbeam 13 of the upper end of post 12, the downside road wheel 14 of the downside lower end of support column 11 is arranged at, is arranged at the upside lower end of support column 12
Upside road wheel 15；The vibrating squeezer 2 includes base plate 21, the dual-axle motor 22 being arranged in the middle part of base plate 21, and two
The eccentric wheel 23 of 22 liang of output ends of dual-axle motor is correspondingly arranged in respectively, and the counterweight box 24 being arranged on base plate 21；Institute
State first hoist 3 to be fixedly installed on the support column 12 of upside, and its pull rope and base plate 21 are towards upside support column 12
One end is fixedly connected；The boom hoisting 5 is arranged on crossbeam 13 by guide rail mechanism 6；The second hoist 4 is arranged at shifting
On dynamic formula door frame 1, the pull rope of the second hoist 4 is connected with boom hoisting 5, and the second hoist 4 is used to drive
Device for hoisting 5 moves along crossbeam 13.
As a further improvement, one end of base plate 21 towards the downside support column 11 is provided with tightrope 7, under described
Collateral dagger 11 sets the traction wheel 8 for the solderless wrapped connection of tightrope 7.During use, vibration pressure can be corrected by artificial traction tightrope
The flat orientation of real device.
As specific technical scheme, the second hoist 4 is arranged on the support column 11 of downside, the both ends of crossbeam 13
The fixed pulley 9 of pull rope solderless wrapped connection for second hoist 4 is set respectively.Obviously other layout type can also be used
The boom hoisting 5 can use the common lifting appliances such as electric block, bottle gouard moved by hands or hoist engine.
As a further improvement, the upending frame 25 connected for boom hoisting 5 is set on the base plate 21, in order to rise
The quick connection of device for hoisting.
The guide rail mechanism 6 is the guiding rail mechanism of the use such as face of cylinder guide rail or prismatic surface guide rail.
The present invention is rotated to produce the bob of plate vibrator by the rotating band movable eccentric wheel of dual-axle motor；Double
Spindle motor both sides are respectively arranged with counterweight box, are mainly used in adding counterweight to adjust the deadweight of vibrating squeezer, to realize difference
Compacting requirement.When vibrating squeezer is slid onto top of the slope, it will be vibrated and pressed using the boom hoisting hung on mobile gate-type frame
Real device pull-up is hanging, and is vacantly slid along the track on crossbeam to toe, until vibrating squeezer is hung into toe specified location.
During construction, formed using vibrating squeezer on domatic 10 perpendicular to domatic 10 static pressure and vibration force, so as to reach compacting slope
The purpose of the soil body on face 10；Its implementation process is exactly along domatic 10 upward slippings, using oblique by oblique traction compactor
To making a concerted effort for tractive force and equipment self-weight, and the vibrating effect of equipment is compacted the soil body.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
God any modification, equivalent substitution and improvements made etc., should be included in the scope of the protection with principle.
Claims (6)
1. a kind of domatic soil compaction system, including travel(l)er（1）, vibrating squeezer（2）, first hoist（3）, second
Hoist engine（4）And boom hoisting（5）；It is characterized in that：The travel(l)er（1）Including the use of when be supported in bottom of slope road surface
On downside support column（11）, the upside support column that is supported in during use in top of the slope（12）, both ends connect downside support column respectively
（11）Upper end and upside support column（12）The crossbeam of upper end（13）, it is arranged at downside support column（11）The downside road wheel of lower end
（14）, it is arranged at upside support column（12）The upside road wheel of lower end（15）；The vibrating squeezer（2）Including base plate
（21）, it is arranged at base plate（21）The dual-axle motor at middle part（22）, two are correspondingly arranged in dual-axle motor respectively（22）Two output ends
Eccentric wheel（23）, and it is arranged at base plate（21）On counterweight box（24）；The first hoist（3）It is fixedly installed on
Collateral dagger（12）On, and its pull rope and base plate（21）Towards upside support column（12）One end be fixedly connected；Described
Device for hoisting（5）Pass through guide rail mechanism（6）It is arranged at crossbeam（13）On；The second hoist（4）It is arranged at travel(l)er（1）
On, the second hoist（4）Pull rope and boom hoisting（5）Connection, the second hoist（4）For having driven lifting
Put（5）Along crossbeam（13）It is mobile.
2. domatic soil compaction system according to claim 1, it is characterised in that：The base plate（21）Supported towards downside
Post（11）One end be provided with tightrope（7）, the downside support column（11）Setting supplies tightrope（7）The traction wheel of solderless wrapped connection（8）.
3. domatic soil compaction system according to claim 1 or claim 2, it is characterised in that：The second hoist（4）It is arranged at
Downside support column（11）On, the crossbeam（13）Both ends are set for second hoist respectively（4）Pull rope solderless wrapped connection fixed pulley
（9）.
4. domatic soil compaction system according to claim 1 or claim 2, it is characterised in that：The boom hoisting（5）For electronic calabash
Reed, bottle gouard moved by hands or hoist engine.
5. domatic soil compaction system according to claim 1 or claim 2, it is characterised in that：The base plate（21）Upper set supplies
Boom hoisting（5）The upending frame of connection（25）.
6. domatic soil compaction system according to claim 1 or claim 2, it is characterised in that：The guide rail mechanism（6）For the face of cylinder
Guide rail or prismatic surface guide rail.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711015942.7A CN107724371B (en) | 2017-10-26 | 2017-10-26 | Domatic soil body compaction system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711015942.7A CN107724371B (en) | 2017-10-26 | 2017-10-26 | Domatic soil body compaction system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107724371A true CN107724371A (en) | 2018-02-23 |
| CN107724371B CN107724371B (en) | 2023-04-14 |
Family
ID=61213968
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711015942.7A Active CN107724371B (en) | 2017-10-26 | 2017-10-26 | Domatic soil body compaction system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107724371B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110723692A (en) * | 2019-09-30 | 2020-01-24 | 中国一冶集团有限公司 | Movable operation platform for slope construction |
| CN113235621A (en) * | 2021-04-29 | 2021-08-10 | 通号工程局集团有限公司 | Cross sliding type side slope paving machine |
| CN113863337A (en) * | 2021-10-29 | 2021-12-31 | 浙江秦核环境建设有限公司 | Green mine soil treatment process |
| CN113914286A (en) * | 2021-11-19 | 2022-01-11 | 中电建十一局工程有限公司 | Slope foundation compacting machine |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203890963U (en) * | 2014-06-18 | 2014-10-22 | 葛洲坝集团基础工程有限公司 | Vibration compaction device for inverted filter material cushion layer with slope surface |
| CN204174511U (en) * | 2014-09-04 | 2015-02-25 | 中国航空港建设第八工程总队 | A kind of compacting vibrating device being convenient to control |
| JP2015218474A (en) * | 2014-05-16 | 2015-12-07 | 博 小野寺 | Slope compaction device |
| CN106150098A (en) * | 2016-08-30 | 2016-11-23 | 中国葛洲坝集团三峡建设工程有限公司 | A kind of big discrepancy in elevation slope thin layer non-fine concrete rapid constructing method |
| CN207376604U (en) * | 2017-10-26 | 2018-05-18 | 云南建投第四建设有限公司 | A kind of slope surface soil compaction system |
-
2017
- 2017-10-26 CN CN201711015942.7A patent/CN107724371B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2015218474A (en) * | 2014-05-16 | 2015-12-07 | 博 小野寺 | Slope compaction device |
| CN203890963U (en) * | 2014-06-18 | 2014-10-22 | 葛洲坝集团基础工程有限公司 | Vibration compaction device for inverted filter material cushion layer with slope surface |
| CN204174511U (en) * | 2014-09-04 | 2015-02-25 | 中国航空港建设第八工程总队 | A kind of compacting vibrating device being convenient to control |
| CN106150098A (en) * | 2016-08-30 | 2016-11-23 | 中国葛洲坝集团三峡建设工程有限公司 | A kind of big discrepancy in elevation slope thin layer non-fine concrete rapid constructing method |
| CN207376604U (en) * | 2017-10-26 | 2018-05-18 | 云南建投第四建设有限公司 | A kind of slope surface soil compaction system |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110723692A (en) * | 2019-09-30 | 2020-01-24 | 中国一冶集团有限公司 | Movable operation platform for slope construction |
| CN113235621A (en) * | 2021-04-29 | 2021-08-10 | 通号工程局集团有限公司 | Cross sliding type side slope paving machine |
| CN113863337A (en) * | 2021-10-29 | 2021-12-31 | 浙江秦核环境建设有限公司 | Green mine soil treatment process |
| CN113863337B (en) * | 2021-10-29 | 2022-12-30 | 浙江秦核环境建设有限公司 | Green mine soil treatment process |
| CN113914286A (en) * | 2021-11-19 | 2022-01-11 | 中电建十一局工程有限公司 | Slope foundation compacting machine |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107724371B (en) | 2023-04-14 |
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