CN106638252A - Cement pavement splitter - Google Patents
Cement pavement splitter Download PDFInfo
- Publication number
- CN106638252A CN106638252A CN201710080336.7A CN201710080336A CN106638252A CN 106638252 A CN106638252 A CN 106638252A CN 201710080336 A CN201710080336 A CN 201710080336A CN 106638252 A CN106638252 A CN 106638252A
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- China
- Prior art keywords
- jump bit
- pavement
- cement pavement
- splitting machine
- cement
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- 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
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
- E01C23/06—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
- E01C23/12—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for taking-up, tearing-up, or full-depth breaking-up paving, e.g. sett extractor
- E01C23/122—Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for taking-up, tearing-up, or full-depth breaking-up paving, e.g. sett extractor with power-driven tools, e.g. oscillated hammer apparatus
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Repair (AREA)
Abstract
The invention discloses a cement pavement splitter. The cement pavement splitter has the advantages that the structure is simple, and the design is reasonable; when a cement concrete pavement slab is knocked and broken by an impact hammer, the top surface of the pavement slab forms cracks which are fine as hair, and the oblique cracks are shown in the pavement slab, so that no matter whether the road pavement slab is horizontal or vertical, the cracks are undercut and staggered, and the slabs are mutually embedded; although the stress of the road pavement slab is released, the certain structure strength and bearing capacity are still realized; after an asphalt concrete surface layer is covered, the characteristics of uniform distribution and uniform adhesion force of asphalt concrete are realized, so that the water stabilizing layer required by the rectifying of black and white appearance in the traditional pavement is not used, the engineering investment is greatly reduced, and the road maintenance cycle is shortened; after rectifying, the settling value of road turn is small, the bearing capacity is uniform, the reflection joint is eliminated, and the service life is long.
Description
Technical field
The invention belongs to road maintenance maintenance technology field, and in particular to a kind of cement pavement splitting machine.
Background technology
Ended for the end of the year 2016,4,060,000 kilometers of highway in China total kilometrage, wherein 130,000 kilometers of highway total kilometrage, grade
4,060,000 kilometers of above kilometer total kilometrage, 57.5 ten thousand kilometers of secondary standard kilometer.In highway, it is cement concrete to account for 10%
Road surface, it is cement concrete pavement that sizable ratio is accounted in remaining standard highway.According to China's highway layout service life, entirely
State-owned quite a few road needs to implement the inside, roadbed maintenance, needs waist to adopt " morning-night " Pavement Improvement, and this is one great
Engineering.It is existing《Specification》It is required that road " morning-night " transformation is done using first cement stabilizing layer of laying before bituminous paving is overlayed
Method, the weak point of this technical measures is apparent：Roadbase bearing capacity is uneven, and deflection value peak value is big, asphalt overlaying
It is poor that layer is combined with former cement concrete layer, and often the uneven reflection crack of presentation bulk strength, load type are launched crack, temperature and answered
Power launches crack, and this is road maintenance common quality defect.
Such as " gate-type is crushed " and " impact grinding " technology, its result is to produce irregular cracking, the block that adjacent slits are surrounded
Spend for 0.4～0.6 square metre, measure and press each time steady rear settling amount, survey after the settling amount for measuring every time is ditto once pressed surely
The settling amount for obtaining compares, when the difference of variable quantity before and after it is less than 5 millimeters, then it is assumed that the steady technique of pressure has reached construction requirement.
It is actual to have the technical effect that：(1) the plate Angle Position for coming to nothing often is difficult to tamp；Road surface longitudinal cracking defect or longitudinal fluting band, make
Easily there is longitudinal cracking into overlay；Surfacing after broken punishment, overlay is poor with the cohesive force on old road, easily occurs
Overlay gathers around bag breaks down；(2) it is difficult to eliminate plat-bottom escape, the plate after crushing is still within " cantilever slab " state, is compacted
Surface afterwards is more smooth, causes overlay reflection crack and breaks down easily occur.
Accordingly, it would be desirable to a kind of new cement pavement splitting machine is solving the above problems.
The content of the invention
To solve the defect that prior art is present, there is provided a kind of cement pavement splitting machine.
In order to realize above-mentioned target, the present invention is adopted the following technical scheme that：
A kind of cement pavement splitting machine, including car-mounted device and jump bit equipment, the jump bit equipment bag
Fixed pulley, column, pull rope, jump bit, swing pull bar, traveling sheave, hoist engine and flywheel are included, the column is vertically arranged in
On the car-mounted device, the fixed pulley is provided with the top of the column, one end of the pull rope connects the jump bit,
The other end of the pull rope is fixedly connected with the onboard system, and the pull rope passes through the fixed pulley and traveling sheave,
The two ends for swinging pull bar are hinged respectively with the traveling sheave and flywheel, and the hoist engine drives the flywheel turns.
Further, the jump bit equipment also includes slide block, and the slide block is fixedly connected with the jump bit,
Guide rail, the relatively described slide of the slide block are provided with the column.
Further, support bar is provided with the car-mounted device, the column is fixed on institute by the support bar
State on car-mounted device.Wherein, the quantity of support bar is two.
Further, the side of the flywheel is provided with pin-and-hole, and the swing pull bar is cut with scissors by bearing pin with the pin-and-hole
Connect.Connecting rod 10 and traveling sheave 14 are rotated with flywheel 16 and drive pull rope 4 to tighten up and loosen, and are further driven to jump bit 7 and are done
Lower vibration.The position of pin-and-hole 12 is different, and the potential energy that jump bit 7 is obtained is different, so as to obtain different impulsive forces.
Further, the side of the flywheel is provided with multiple pin-and-holes, multiple pin-and-holes and the flywheel center
Distance is different.The position of pin-and-hole 12 need to only be changed, the impact hammer 7 that just can make same quality obtains different kinetic energy, produces not
Same impulsive force.After jump bit impact cement pavement, Jing inspection Cement Concrete Pavement Slabs surface produces the crackle of thin such as hair,
Crackle both sides concrete block interlocking, occlusion each other, Jing core boring samplings observation in concrete flag is presented oblique hair check, you can
Judgement meets micro-cracking requirement, must otherwise adjust the position of pin-and-hole 12, until it reaches the micro-cracking broken requirement of Old cement road panel.
Further, the bottom of the jump bit is provided with salient point.Salient point impacts road surface, and spill is formed on road surface
Hole, and it is internally formed ramp-like, hair shape, discontinuous crackle in pavement concrete.
Further, the jump bit equipment also includes back timber, and the back timber is arranged on the top of the column,
The two ends of the back timber are provided with the fixed pulley.
Further, also including hammer cover, the hammer cover is fixedly connected with the column, and the jump bit is arranged on described
Hammer into shape in cover and relatively described hammer cover motion.This design can effectively overcome feelings of the direction of motion of jump bit with column when not parallel
Condition.
Further, the bottom of the jump bit is provided with apron.The dust that jump bit lower section splashes can be played
Effectively block effect.
Further, the quantity of the salient point is 3.Salient point impacts road surface, and 3 concave pits are formed on road surface, and
Ramp-like, hair shape, discontinuous crackle are internally formed in pavement concrete, effect is more preferable.
Use principle：Splitting machine is implemented to overlay rigid pavement or flexible road after micro-cracking crushing to existing cement-concrete pavement plate
Face, and again deflection value is overlayed after the assay was approved just to implement Jing after ground polymers slip casting to the not enough section basic unit of road bend value detection
Property road surface or flexible pavement.
Beneficial effect：The cement pavement splitting machine simple structure of the present invention, it is reasonable in design, smash cement using jump bit and mix
Solidifying dirt road panel, causes road surface plate top surface that the crackle of tiny such as hair is presented, and panel itself is presented oblique crackle, therefore, plate face
Either level to or it is vertical, its crackle is occlusion staggeredly, be mutually fitted together between plate, although panel stress is released,
But still with certain structural strength and bearing capacity, after covering asphalt concrete pavement, be evenly distributed with bituminous concrete, it is attached
Put forth effort uniform feature, so as to the necessary steady layer of water of conventional pav morning-night rectification can be saved, greatly save construction investment, plus
Fast road maintenance cycle, and road bend value is little after rectifying and improving, bearing capacity and it is uniform, reflection can be eliminated stitch, long service life.
Description of the drawings
Fig. 1 is the structural representation of cement pavement splitting machine.
Specific embodiment
Make specific introduction to the present invention below in conjunction with specific embodiment.
Refer to shown in Fig. 1, the cement pavement splitting machine of the present invention, including car-mounted device and jump bit equipment, its
In, onboard system includes excavator and wheeled loader.Jump bit equipment include fixed pulley 1, column 3, pull rope 4,
Jump bit 7, connecting rod 10, traveling sheave 14, hoist engine 15 and flywheel 16, column 3 is vertically arranged on car-mounted device, column 3
Top is provided with fixed pulley 1, and one end connection jump bit 7 of pull rope 4, the other end of pull rope 4 is fixedly connected with onboard system,
Pull rope 4 is hinged respectively through fixed pulley 1 and traveling sheave 14, the two ends of connecting rod 10 with traveling sheave 14 and flywheel 16, elevator
The flywheel driven 16 of machine 15 is rotated.
Wherein, jump bit equipment also includes slide block 6, and slide block 6 is fixedly connected with jump bit 7, is provided with column 3 and leads
Rail, the opposite rail of slide block 6 slides.Support bar 11 is provided with car-mounted device, column 3 is fixed on car-mounted device by support bar 11
On.Wherein, the quantity of support bar 11 is two.The side of flywheel 16 is provided with pin-and-hole 12, and connecting rod 10 is by bearing pin and pin-and-hole 12
It is hinged.Connecting rod 10 and traveling sheave 14 are rotated with flywheel 16 and drive pull rope 4 to tighten up and loosen, and are further driven to jump bit 7 and are done
Up-down vibration.The position of pin-and-hole 12 is different, and the potential energy that jump bit 7 is obtained is different, so as to obtain different impulsive forces.The side of flywheel 16
Face is provided with multiple pin-and-holes 12, and multiple pin-and-holes 12 are different from the distance at the center of flywheel 16.
The bottom of jump bit 7 is provided with salient point 10.Salient point impacts road surface, and concave pit is formed on road surface, and mixed on road surface
Solidifying soil is internally formed ramp-like, hair shape, discontinuous crackle.The quantity of salient point 10 is 3.Salient point impacts road surface, the shape on road surface
Into 3 concave pits, and ramp-like, hair shape, discontinuous crackle are internally formed in pavement concrete, effect is more preferable.Under impact hammer 7
After the impact old cement concrete road of salient point 10 of end, Jing inspection Old cement concrete plate surfaces produce thin such as the crackle of hair, crackle
Both sides concrete block interlocking, occlusion each other, Jing core boring samplings observation in concrete flag is presented oblique hair check, you can judge
Meet micro-cracking requirement, must otherwise adjust the position of pin-and-hole 12, until it reaches the micro-cracking broken requirement of Old cement road panel.
Jump bit equipment also includes back timber 2, and back timber 2 is arranged on the top of column 3, and the two ends of back timber 2 are provided with
Fixed pulley 1.The top of column 3 is provided with to carry draws ring 5, and pull rope 4 draws the connection column 3 of ring 5 by carrying.
Also include hammer cover 8, hammer cover 8 is fixedly connected with column 3, jump bit 7 is arranged in hammer cover 8 and relative hammer cover 8 is moved.
This design can effectively overcome situation of the direction of motion of jump bit with column when not parallel.Specifically, hammer cover 8 and jump bit 7
Between be provided with pulley, can effectively reduce jump bit 7 with hammer cover 8 frictional force.The bottom of jump bit 7 is provided with apron 9.Can
Played the effect effectively block to the dust that jump bit lower section splashes.
Use principle：Splitting machine is implemented to overlay rigid pavement or flexible road after micro-cracking crushing to existing cement-concrete pavement plate
Face, and again deflection value is overlayed after the assay was approved just to implement Jing after ground polymers slip casting to the not enough section basic unit of road bend value detection
Property road surface or flexible pavement.
The present invention passes through detection in advance, investigation and assesses road surface, subgrade defect situation, then adopts and does not expand, do not shrink
Ground polymers to road structure layer Lack of support or deflection value deficiency section implement slip casting, with eliminate road surface inside disease.So
Afterwards, according to old pavement concrete structural strength, thickness, rigidity etc., broken using the cement road surface plate splitting machine fine fisssure formula of the present invention
Broken cement pavement, because the splitting machine impulsive force of the present invention can be via the position adjustment of latch 12, it can be ensured that the road after broken
Face be formed as apparent cracking, split and not from；Underbead crack, oblique expansion；Plate check crack, mutually chimeric perfect condition, its work
Journey has the technical effect that：Both the residual structure strength of old concrete can have been made full use of, higher subgrade rating, and old coagulation had been formed
Soil is realized preferably combining with overlay, prevents reflection crack, road surface passage, gathers around the diseases such as bag, and fully mixes in old road
Concrete board regeneration.Its economic effect is：Low-carbon (LC), section material, saving construction period, save construction fund.
The cement pavement splitting machine simple structure of the present invention, it is reasonable in design, smash cement concrete pavement using jump bit
Plate, causes road surface plate top surface to present tiny such as the crackle of hair, and panel itself is presented oblique crackle, therefore, plate face either water
Put down to or it is vertical, its crackle is occlusion staggeredly, be mutually fitted together between plate, although panel stress is released, but still has
Have certain structural strength and a bearing capacity, after covering asphalt concrete pavement, be evenly distributed with bituminous concrete, adhesive force it is uniform
Feature, so as to the necessary steady layer of water of conventional pav morning-night rectification can be saved, greatly save construction investment, accelerate road dimension
Repair the cycle, and road bend value is little after rectifying and improving, bearing capacity and it is uniform, reflection can be eliminated stitch, long service life.
The cement pavement overlay construction method of the present invention, comprises the following steps：
1), cement concrete pavement is cleaved using jump bit, forms plate face of different sizes；Step 1) in plate face size
For 150mm × 250mm.Size is suitable, convenient construction.Step 1) in first deflection value detection is carried out to cement concrete pavement,
Then the not enough cement concrete pavement of deflection value detection is cleaved using jump bit.Without the need for carrying out to all cement concrete pavements
Construction, it is cost-effective.Using FWD (FWD) or portable falling weight deflectometer (EVD) and geological radar (GPR) to line
Road carries out technology for detection, analysis and evaluation sub-surface proterties, and foundation《Highway cement concrete pavement maintenance technology specification》
Situations such as (JTJ073.1-2001) are to concrete road surface plate thickness, intensity, global stiffness, damage location and hollowing carries out synthesis
Evaluate.Step 1) in using cement pavement splitting machine as above cleave cement concrete pavement.
Step 1) in using jump bit splitting cement concrete pavement after, discontinuous of the concrete roadway surface band for obtaining
Silking.Old concrete plate Jing after splitting either level to or it is vertical, its crackle present occlusion staggeredly, between plate mutually
It is chimeric, both released old concrete panel stress, maintain again old concrete plate it is cracked after still there is certain structural strength
And bearing capacity, old concrete and overlay realization preferably combination, prevent reflection crack, road surface passage, gather around the diseases such as bag, fill
Divide old road concrete plate regeneration.
2), to roadbed under plate face come to nothing layer injection geo-polymer；Wherein, geo-polymer is inorganic mineral polymerization
Thing.The inorganic mineral polymer five poisonous creatures: scorpion, viper, centipede, house lizard, toad are harmless, and its slurry consolidation body volume does not expand, do not shrink.Step 2) in using static pressure to
Under plate face roadbed come to nothing layer injection geo-polymer slurries.
Step 2) in roadbed under plate face come to nothing layer injection geo-polymer after, it is further comprising the steps of：
First, with forcing press vibroroller cmpacting road surface；
2nd, road surface floating dust is blown out；
3rd, road surface is rinsed with water；
4th, road surface natural drying.
3) rigid pavement or flexible pavement, are overlayed in plate face, the cement pavement of construction overlay is obtained.
Step 3) in first deflection value detection is carried out to plate face, rigid pavement or flexible pavement are then overlayed in plate face.It is curved
After heavy value is qualified, mating formation for rigid pavement or flexible pavement is being carried out, preventing underproof situation.Establishing criteria is evaluated
PCI carries out ground polymers Grouting for disease structure sheaf inside difference level section, and after testing punishment position deflection value meets design and wants
Ask or with road to occur to cleave crusher machine using old cement concrete road after destruction section road surface bearing capacity is basically identical.
The cement pavement overlay construction method of the present invention cleaves cement concrete pavement using jump bit, implements ground polymers
Rigid pavement or flexible pavement are overlayed after slip casting.The residual structure strength of old concrete can be made full use of, higher roadbed is formed
Bearing capacity, fully by old road concrete plate regeneration.Its economic effect is：Low-carbon (LC), section material, saving construction period, save
Construction fund.
Claims (10)
1. a kind of cement pavement splitting machine, it is characterised in that including car-mounted device and jump bit equipment, the jump bit work
Make device including fixed pulley (1), column (3), pull rope (4), jump bit (7), swing pull bar (12), traveling sheave (14), volume
Machine (15) and flywheel (16) are raised, the column (3) is vertically arranged on the car-mounted device, the top of the column (3) is arranged
Have a fixed pulley (1), one end of the pull rope (4) connects the jump bit (7), the other end of the pull rope (4) with
The onboard system is fixedly connected, and the pull rope (4) through the fixed pulley (1) and traveling sheave (14), draw by described swing
The two ends of bar (12) are hinged respectively with the traveling sheave (14) and flywheel (16), and the hoist engine (15) drives the flywheel
(16) rotate.
2. cement pavement splitting machine as claimed in claim 1, it is characterised in that the jump bit equipment also includes slide block
(6), the slide block (6) is fixedly connected with the jump bit (7), and guide rail, slide block (6) phase are provided with the column (3)
To the slide.
3. cement pavement splitting machine as claimed in claim 1, it is characterised in that be provided with support bar on the car-mounted device
(11), the column (3) is fixed on the car-mounted device by the support bar (11).
4. cement pavement splitting machine as claimed in claim 1, it is characterised in that the side of the flywheel (16) is provided with pin-and-hole
(12), swing pull bar (12) is hinged by bearing pin with the pin-and-hole (12).
5. cement pavement splitting machine as claimed in claim 4, it is characterised in that the side of the flywheel (16) is provided with multiple
Pin-and-hole (12), multiple pin-and-holes (12) are different from the distance at the flywheel (16) center.
6. cement pavement splitting machine as claimed in claim 1, it is characterised in that the bottom of the jump bit (7) is provided with convex
Point (10).
7. cement pavement splitting machine as claimed in claim 1, it is characterised in that the jump bit equipment also includes back timber
(2), the back timber (2) is arranged on the top of the column (3), and the two ends of the back timber (2) are provided with the fixed pulley
(1)。
8. cement pavement splitting machine as claimed in claim 1, it is characterised in that also including hammer cover (8), hammer cover (8) with
The column (3) is fixedly connected, and the jump bit (7) is arranged in hammer cover (8) and relatively described hammer cover (8) motion.
9. cement pavement splitting machine as claimed in claim 3, it is characterised in that the bottom of the jump bit (7) is provided with encloses
Skirt (9).
10. cement pavement splitting machine as claimed in claim 6, it is characterised in that the quantity of the salient point (10) is 3.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710080336.7A CN106638252A (en) | 2017-02-15 | 2017-02-15 | Cement pavement splitter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710080336.7A CN106638252A (en) | 2017-02-15 | 2017-02-15 | Cement pavement splitter |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106638252A true CN106638252A (en) | 2017-05-10 |
Family
ID=58844839
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710080336.7A Pending CN106638252A (en) | 2017-02-15 | 2017-02-15 | Cement pavement splitter |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106638252A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2279382Y (en) * | 1996-04-15 | 1998-04-22 | 谌志祥 | Apparatus for internal ramming and enlarging bottom diameter |
| CN2418243Y (en) * | 2000-01-05 | 2001-02-07 | 彭德钊 | Distance-changeable self-falling automatic continuous impactiou driller |
| CN203174607U (en) * | 2013-03-06 | 2013-09-04 | 杭州南联地基基础工程有限公司 | Pipe-inside impacting hammer broken earth vibration crushing and expanding immersed tube pile machine |
| CN204344081U (en) * | 2014-12-19 | 2015-05-20 | 刘铁民 | A kind of ram pile driver denoising device |
| CN205135406U (en) * | 2015-12-09 | 2016-04-06 | 何刚 | Can dash rig of filling thick liquid |
| CN105840092A (en) * | 2016-02-03 | 2016-08-10 | 平南县六陈镇炳德机械厂 | Rotary drilling machine double-column structure |
| CN205502015U (en) * | 2016-03-21 | 2016-08-24 | 广东省建筑工程机械施工有限公司 | Major diameter pile hammer fishing device |
| CN207498795U (en) * | 2017-02-15 | 2018-06-15 | 江苏卓典钻掘科技有限公司 | A kind of cement pavement splitting machine |
-
2017
- 2017-02-15 CN CN201710080336.7A patent/CN106638252A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2279382Y (en) * | 1996-04-15 | 1998-04-22 | 谌志祥 | Apparatus for internal ramming and enlarging bottom diameter |
| CN2418243Y (en) * | 2000-01-05 | 2001-02-07 | 彭德钊 | Distance-changeable self-falling automatic continuous impactiou driller |
| CN203174607U (en) * | 2013-03-06 | 2013-09-04 | 杭州南联地基基础工程有限公司 | Pipe-inside impacting hammer broken earth vibration crushing and expanding immersed tube pile machine |
| CN204344081U (en) * | 2014-12-19 | 2015-05-20 | 刘铁民 | A kind of ram pile driver denoising device |
| CN205135406U (en) * | 2015-12-09 | 2016-04-06 | 何刚 | Can dash rig of filling thick liquid |
| CN105840092A (en) * | 2016-02-03 | 2016-08-10 | 平南县六陈镇炳德机械厂 | Rotary drilling machine double-column structure |
| CN205502015U (en) * | 2016-03-21 | 2016-08-24 | 广东省建筑工程机械施工有限公司 | Major diameter pile hammer fishing device |
| CN207498795U (en) * | 2017-02-15 | 2018-06-15 | 江苏卓典钻掘科技有限公司 | A kind of cement pavement splitting machine |
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Application publication date: 20170510 |