CN107100061A - Highway road surface construction transverse joint processing unit and its application method and method for dismounting - Google Patents
Highway road surface construction transverse joint processing unit and its application method and method for dismounting Download PDFInfo
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- CN107100061A CN107100061A CN201710283882.0A CN201710283882A CN107100061A CN 107100061 A CN107100061 A CN 107100061A CN 201710283882 A CN201710283882 A CN 201710283882A CN 107100061 A CN107100061 A CN 107100061A
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- China
- Prior art keywords
- road surface
- highway road
- processing unit
- square tube
- transverse joint
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Classifications
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- 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
- E01C23/04—Devices for laying inserting or positioning reinforcing elements or dowel bars with or without joint bodies; Removable supports for reinforcing or load transfer elements; Devices, e.g. removable forms, for making essentially horizontal ducts in paving, e.g. for prestressed reinforcements
- E01C23/045—Removable, e.g. reusable supports for positioning reinforcing or load transfer elements, adapted or not to also hold joint bodies
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of highway road surface construction transverse joint processing unit, including square tube, modified scissors truss piece and stopping means, modified scissors truss piece is triangular structure of right angle, erects right-angle side and is contour with square tube and is fixedly connected that level right angle edge lengths are 80 120cm；Stopping means is fixed in square tube and is located at the homonymy of square tube with modified scissors truss piece, and highway road surface is fixed on for square tube；And the application method and method for dismounting of the device.Apparatus of the present invention mount and dismount extremely convenient, safe and reliable, economical and practical, may be reused, and finally reclaim salvage value rate and are more than 95%；Basic unit's elevation, which is realized, at construction joint is precisely controlled, and new and old basic unit's material linking inherent quality is effectively guaranteed.
Description
Technical field
The present invention relates to highway road surface technical field of construction, especially a kind of highway road surface construction transverse joint processing
Device, in being constructed for highway road surface, because construction organization, paragraph are divided, working face conversion or other reasonses are interrupted and applied
When more than work 2h needs to set construction transverse joint, the device that transverse joint is set can quickly, accurately, specification be realized.
Background technology
Highway road surface or underlayment（Note：Only carried in follow-up discussion " basic unit ", but it is actual comprising " basic unit " and " bottom
Basic unit "）In construction, because construction organization, paragraph are divided, construction more than 2h is interrupted in working face conversion or other reasonses, it is necessary to
Construction transverse joint is set to specification, is connected with facilitating to smooth out during subsequent construction, ensures that each structure sheaf flatness in road surface and road surface are whole
Body road-ability.At present, road base layer construction transverse joint sets conventional method to have three kinds：
First method：" paver is paved and rolled " construction transverse joint set-up mode.When the normal section of highway is constructed, generally spread out
Road roller directly coordinates roller-compaction after paving machine paves.Now, according to《Highway road surface construction technology detailed rules and regulations》
（JTG/T F20-2015）5.4.22 the setting of construction transverse joint should be met the following requirements：
（1）It is artificial that the suitable compound of end moisture content is neat, put two lumps of wood against compound end, the height of the lumps of wood with
The compacted depth of compound is identical, compound of the leveling against the lumps of wood；
（2）Opposite side gravel or rubble the backfill about 3m length of the lumps of wood, its height should be higher by lumps of wood 2-3cm, and grinding compacting；
（3）Before paved mixture again, gravel or rubble and the lumps of wood should be removed, and sub-layer top surface is cleaned up；
（4）Paver returns to the end of compacted lift, restarts paved mixture.
The drawbacks of this method is：（1）The lumps of wood is easily rolled destruction, constantly more renews lumps of wood cumulative cost high；（2）Adopt
With gravel or rubble backfill about 3m length, it is necessary to which 4-8m3 gravels or rubble, transport can only use small-size dump truck, cost is high；（3）
Gravel or rubble are rooted out in scene, and because side is measured, small, working face is small can not to realize mechanization.So, this partial gravel or rubble are often
By waste disposal, general abandoned well is piled up in slope of highway, causes serious waste and the environmental disruption of road domain.（4）Which is made
The industry time is long, using artificial more, and efficiency is low, is not matched that with the demand for development of extensive and comprehensive mechanized construction.
Second method：According to " paver is paved and rolled " form of construction work, the interruption that paves is more than 2h, and not by above-mentioned
, should be by near paver and the compound without compacting is rooted out below, and will grind when first way sets construction transverse joint
Densification reality and elevation and the satisfactory end of flatness scrape out section vertical with Lu Zhizheng line and vertically downward, then spread out
The new compound of paving.Or minitype cutting machine joint-cutting is used, then manually remove sloped transition section.
This method is widely adopted at present.But the drawbacks of this method is present is：（1）Configuration cuts machine, generator are needed
Want certain cost；（2）Diesel Generator Noise is big, uses fuel contamination air；（3）Cutting machine cools down blade, meeting using flowing water
Mud contamination construction transverse joint is produced, the inherent quality of new and old compound linking is influenceed；（4）At least need two people's compounding practices, people
Work cost is high, potential security risk in operating process；（5）Basic unit's material that plan after cutting is discarded is small due to side's small, working face of amount
Mechanization can not be realized.So, this part basic unit material often presses waste disposal, and general abandoned well is piled up in slope of highway, caused
Serious waste and the environmental disruption of road domain；（6）Which activity duration is long, and efficiency is low, with extensive and comprehensive mechanized construction
Demand for development do not match that.
The third method：" Manual is with rolling " construction transverse joint processing mode.For road surface corner part, widen transition
The pavers such as section can not the direct position such as narrow ring road in place, can be paved using bull-dozer, the manual type stand of land leveller leveling
Spread and roller-compaction synchronous with main line.Now, according to《Highway road surface construction technology detailed rules and regulations》（JTG/T F20-2015）
5.5.19 the setting of construction transverse joint should be met the following requirements：
（1）In the stabilized with inorganic binder material layer end rolled, digging one traverses the width about 300mm's of making layer overall with
Groove, until sub-layer top surface.Form section with the median perpendicular on road and vertically downward, and put two and compacted depth uniform thickness,
The lumps of wood top patch vertical plane of a length of overall with half, as shown in Figure 1.
（2）The material dug out with original backfills remainder in groove；
（3）The lumps of wood is removed after second day adjacent job step mix, is backfilled with compound；
（4）Fail a bit of of mix close to the lumps of wood, answer artificial supplementation mix；
（5）During leveling, the stabilizing material of seam crossing should complete section and be higher by about 50mm；
（6）In new compound roller compaction process, seam amendment should be smoothed out.
The drawbacks of this method is：（1）The lumps of wood is easily rolled destruction, constantly more renews lumps of wood cumulative cost high；（2）People
The drawbacks of work grooving or cutting machine are cut is identical with the second way；（3）The mode of plain earthen backfill and first method gravel
Stone or rubble backfill drawback are approximate；（4）The waste material that scene is rooted out typically is piled up in slope of highway, causes serious waste and road domain
Environmental disruption.
The content of the invention
The present invention in view of the shortcomings of the prior art, proposes a kind of highway road surface construction transverse joint processing unit, structure letter
It is single, scene can soon branch Quick Release, facilitate mechanically under, roller-compaction, do not produce dead meal.
In order to realize foregoing invention purpose, the present invention provides following technical scheme：A kind of highway road surface construction transverse joint
Processing unit, including square tube, modified scissors truss piece and stopping means, modified scissors truss piece are triangular structure of right angle, erect right-angle side
It is contour and be fixedly connected with square tube, level right angle edge lengths are 80-120cm；Stopping means is fixed in square tube and and diagonal brace
Truss piece is located at the homonymy of square tube, and highway road surface is fixed on for square tube.
Further, the highway road surface construction transverse joint processing unit be set to 3 meters long, be fixed with square tube homonymy to
Few 3 modified scissors truss pieces.
Further, square tube is welded by the channel-section steel of two make-ups.
Further, stopping means includes up and down just two layers of U-shaped card of correspondence and plug in pricker, and U-shaped card is separately fixed at square tube side
The upper and lower sides of wall, plug in pricker and are hammered into through just two layers of U-shaped card of correspondence up and down in highway road surface.
Further, stopping means be provided with 3, be respectively provided at the highway road surface construction transverse joint processing unit two ends away from
At the 20cm of termination and centre position.
Further, in addition to lumps of wood bearing diagonal, obliquely it is located on the downside of the U-shaped card of upper strata, inserts on the outside of pricker, is fixed on highway
On roadbed or underlayment.
Further, in addition to banking pin, banking pin nail is located in highway road surface, is resisted against the opposite side of square tube
Face, it is corresponding with plug in pricker position.
Further, each plug in pricker is through just corresponding two layers of U-shaped card up and down, and U-shaped card is located above and below square tube homonymy two layers.
A kind of application method of highway road surface construction transverse joint processing unit, comprises the following steps：
(1) banking pin, is hammered on highway road surface, is positioned；
(2) highway road surface construction transverse joint processing unit, is relied on into step (1) banking pin, while plug in pricker hammers into public affairs through U-shaped card
In the sub-surface of road；
(3), the lumps of wood diagonal brace being obliquely installed is added between U-shaped card and highway road surface.
A kind of method for dismounting of highway road surface construction transverse joint processing unit, including procedure below：Beaten in U-shaped card tiltedly
Pricker is inserted, extracts and plugs in pricker.
Compared with prior art, the present invention has advantages below：
1st, the clear thinking of present apparatus invention, makes simple；The device installation and removal extremely convenient that the present invention is formed, safely may be used
Lean on, it is economical and practical, it may be reused, finally reclaim salvage value rate and be more than 95%.
2nd, specification transverse joint manufacture craft, improves transverse joint production technique.Basic unit's elevation, which is realized, at construction joint is precisely controlled,
New and old basic unit's material linking inherent quality is effectively guaranteed.
3rd, effectively save mechanical, artificial and unnecessary work, fast branch Quick Release improves labor productivity, can effectively saved
Save the duration.
4th, avoid conventional construction method and largely rely on artificial, labor intensity is big, and low production efficiency, operation quality is difficult to protect
The inferior position of card, after the device, is easy to standardization, standardisation body construction, appropriate tissue continuous productive process.
5th, potential various risks in the position construction organization are avoided, such as high process control is inaccurate, easily reflexes to drip
Blue or green road surface, which is formed, jumps car.
6th, waste of material is avoided（Basic unit's material, fuel, gravel or rubble, plain soil, the lumps of wood etc.）, resource has been saved, has been protected
Environment（Air pollution, noise pollution, mud contamination, waste entrainment, oil material contamination etc. are prevented）.
7th, the potential safety hazard without any livewire work.Such as use cutting machine potential safety hazard, the potential safety hazard using generator.
Brief description of the drawings
Fig. 1 is that transverse joint of the prior art handles schematic diagram；
Fig. 2 is the plan of highway road surface of the present invention construction transverse joint processing unit；
Fig. 3 be in Fig. 2 I-I to sectional side elevational schematic view；
Fig. 4 be in Fig. 2 II-II to sectional side elevational schematic view.
Embodiment
The present invention will be described in detail below in conjunction with the accompanying drawings, and the description of this part is only exemplary and explanatory, should not
There is any restriction effect to protection scope of the present invention.
As shown in Fig. 2,3 and 4, a kind of highway road surface construction transverse joint processing unit, including square tube 1, modified scissors truss piece 2
And stopping means, modified scissors truss piece 2 is triangular structure of right angle, erects right-angle side and is contour with square tube 1 and is fixedly connected, level
Right-angle side considers that basic unit's height is advisable with 80-120cm length, and the gradient is preferred so that machinery is easy for going up and down；Stopping means is fixed on square tube 1
On, fixed square tube 1 is on highway roadbed or underlayment；And stopping means and modified scissors truss piece are set in square tube homonymy.
The general 3m length with artificial easily carrying and installation of the length of square tube 1 is advisable.According to paving concrete pavement width needs, the dress
Put available different length and be spliced into Road width.
Square tube 1 uses two height and groundwork thickness（Groundwork thickness design is generally 18cm, 20cm, 28cm etc.）Highly one
The channel-section steel of cause, groove is relative, and notch tunneling boring welds to form square-section.Basic unit's transverse joint is formed with the section side channel-section steel face to block up
Head end, forms the plane that road roller can walk, roll above.
According to device length and road roller wheel width, determining should above and below the spacing of modified scissors truss piece 2, a general road roller
The modified scissors truss piece 2 of support needed for device is no less than 3, the spacing of modified scissors truss piece 2 it is general with 50cm spacing be evenly arranged for
Preferably.Modified scissors truss piece 2 laterally retains level and keeps vertical with square tube 1, so as to ensure that plug end can form effective vertical
Face.Modified scissors truss piece 2 is evenly arranged with 50cm spacing in the side of square tube 1 and is advisable, and modified scissors truss piece 2 and square tube 1 are firmly welded.Tiltedly
The rigidity of support truss piece 2 will meet the rigidity requirement rolled above and below road roller, general using the welding of Φ 22mm screw-thread steels.
Stopping means includes vertical just two layers of U-shaped card 3 of correspondence and plug in pricker 4, and U-shaped card 3 is fixed in square tube 1, is plugged in pricker 4 and is passed through
Two layers of U-shaped card 3 is hammered on highway roadbed or underlayment.
U-shaped card 3 is to be fixed on the outside of square tube 1, align up and down；It is the drill rod for just wearing U-shaped card 3 to plug in pricker 4.In order to ensure to insert
The fixed effect of pricker 4, plugs in pricker 4 from the drill rod with point, good rigidity, plugs in pricker diameter and is not less than 18mm.On the downside of upper strata U-shaped card 3, insert
The outside of pricker 4, can be reinforced with lumps of wood bearing diagonal 5 if necessary.
The construction technological process of highway road surface construction transverse joint processing unit of the present invention：
1st, according to setting out of lines, the normal direction of transverse joint is determined.And squeeze into Φ 10mm plain bars 6.Form circuit normal direction
Position and spacing to the device.Note：Plain bar 6 and the position of plug in pricker 4 are tried one's best correspondingly.The exposure ground of plain bar 6 only needs 2cm
, it is retained in basic unit, not reclaims after dismounting.
2nd, the device is put according to plain bar 6 on normal, the U-shaped card 3 that plug in pricker 4 is aligned above and below squeezes into Shang Lu
Bed, so as to position, fix the device.If necessary, the device can be reinforced by lumps of wood bearing diagonal 5.When the device makes, as long as
Ensure modified scissors truss piece 2 laterally retain level and and plug end it is vertical, you can the effective vertical guide of formation.
3rd, base layer construction.Other technologies technique is pressed《Highway road surface construction technology detailed rules and regulations》（JTG/T F20-2015）Will
Ask progress.
4th, basic unit roll finish or construction next time before, make oblique cutting pricker 4 out of U-shaped card 3, plug in pricker 4 can be extracted, and gently be tapped
The device can disposably remove the device.Rear regular maintenance is unloaded, in case next time uses.
The difficulty of construction of the invention for thoroughly solving highway road surface construction transverse joint setting presence is big, tedious process, effect
The problems such as rate is low, according to recommended industry standard《Highway road surface construction technology detailed rules and regulations》（JTG/T F20-2015）Institute
It is required that, a kind of scene of making can soon branch Quick Release, it is convenient mechanically under, roller-compaction, the highway for not producing dead meal
Constructing road foundation transverse joint processing unit.
Embodiment
2015-2016, the first Silk Road Dunhuang international culture review that the acceptance of the bid of Heng Tong road and bridge Co., Ltd is undertaken the construction of in Gansu
Can project " G215 Xian Liu gardens to Dunhuang Highway Construction Project Based " and " Dunhuang to Yadan geological park tourist road construction project "
In, the use of the invention device improves transverse joint and makes precision and level, it is ensured that construction quality, transverse joint is straight attractive in appearance.Significantly
Convergence time has been saved, progress is promoted.The unnecessary waste to artificial dependence and plant equipment is greatly reduced, life is improved
Produce efficiency.It is easy to standardization, standardisation body construction, is easy to tissue continuous productive process.Material is greatly saved.Avoid possibility
All kinds of potential risks existed.Protect environment.Economic benefit and social benefit are notable.
Described above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, under the premise without departing from the principles of the invention, some improvements and modifications can also be made, these improvements and modifications also should
It is considered as protection scope of the present invention.
Claims (10)
- The transverse joint processing unit 1. a kind of highway road surface is constructed, it is characterised in that：Including square tube, modified scissors truss piece and spacing dress Put, modified scissors truss piece is triangular structure of right angle, erect right-angle side and be contour with square tube and be fixedly connected, level right angle edge lengths For 80-120cm；Stopping means is fixed in square tube and is located at the homonymy of square tube with modified scissors truss piece, and public affairs are fixed on for square tube On the sub-surface of road.
- The transverse joint processing unit 2. highway road surface as claimed in claim 1 is constructed, it is characterised in that：The highway road surface is applied Work transverse joint processing unit is set to 3 meters long, and at least three modified scissors truss piece is fixed with square tube homonymy.
- The transverse joint processing unit 3. highway road surface as claimed in claim 1 is constructed, it is characterised in that：Square tube is by two make-ups Channel-section steel is welded.
- The transverse joint processing unit 4. the highway road surface as described in claim 1 or 3 is constructed, it is characterised in that：Stopping means includes Just correspondence two layers of U-shaped card and plug in pricker up and down, U-shaped card is separately fixed at the upper and lower sides of square tube side wall, plugs in pricker through positive correspondence up and down Two layers of U-shaped card is hammered into highway road surface.
- The transverse joint processing unit 5. highway road surface as claimed in claim 2 is constructed, it is characterised in that：Stopping means is provided with 3, It is respectively provided at the highway road surface and constructs transverse joint processing unit two ends far from the 20cm of termination and centre position.
- The transverse joint processing unit 6. highway road surface as claimed in claim 4 is constructed, it is characterised in that：Also tiltedly propped up including the lumps of wood Support, is obliquely located on the downside of the U-shaped card of upper strata, inserts on the outside of pricker, be fixed on highway roadbed or underlayment.
- The transverse joint processing unit 7. highway road surface as claimed in claim 4 is constructed, it is characterised in that：Also include banking pin, should Banking pin nail is located in highway road surface, is resisted against the another side of square tube, corresponding with plug in pricker position.
- The transverse joint processing unit 8. the highway road surface as described in claim 3 or 7 is constructed, it is characterised in that：Each plug in pricker is passed through Two layers of U-shaped card is just corresponded to up and down, and U-shaped card is located above and below square tube homonymy two layers.
- The application method of transverse joint processing unit 9. a kind of highway road surface is constructed, comprises the following steps：(1) banking pin, is hammered on highway road surface, is positioned；(2) highway road surface construction transverse joint processing unit, is relied on into step (1) banking pin, while plug in pricker hammers into public affairs through U-shaped card In the sub-surface of road；(3), the lumps of wood diagonal brace being obliquely installed is added between U-shaped card and highway road surface.
- The method for dismounting of transverse joint processing unit 10. a kind of highway road surface is constructed, including procedure below：Beaten in U-shaped card tiltedly Pricker is inserted, extracts and plugs in pricker.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710283882.0A CN107100061A (en) | 2017-04-26 | 2017-04-26 | Highway road surface construction transverse joint processing unit and its application method and method for dismounting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710283882.0A CN107100061A (en) | 2017-04-26 | 2017-04-26 | Highway road surface construction transverse joint processing unit and its application method and method for dismounting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107100061A true CN107100061A (en) | 2017-08-29 |
Family
ID=59656462
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710283882.0A Pending CN107100061A (en) | 2017-04-26 | 2017-04-26 | Highway road surface construction transverse joint processing unit and its application method and method for dismounting |
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| CN (1) | CN107100061A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202705872U (en) * | 2012-08-08 | 2013-01-30 | 江苏省交通工程集团有限公司 | Paving type pavement structure layer side mold stabilizing and supporting device |
| CN203021899U (en) * | 2013-01-15 | 2013-06-26 | 中冶天工上海十三冶建设有限公司 | Quick-assembling template device for concrete ground construction |
| US9127415B1 (en) * | 2012-08-24 | 2015-09-08 | Russell Dean Blackwell | Anchor positioning form with drainage system |
| CN205025068U (en) * | 2015-10-07 | 2016-02-10 | 中国轻工业长沙工程有限公司 | Height mark adjustable super flat terrace mould |
| CN105625147A (en) * | 2016-01-20 | 2016-06-01 | 甘肃顺达路桥建设有限公司 | Basement layer stiffened side mold construction method |
-
2017
- 2017-04-26 CN CN201710283882.0A patent/CN107100061A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202705872U (en) * | 2012-08-08 | 2013-01-30 | 江苏省交通工程集团有限公司 | Paving type pavement structure layer side mold stabilizing and supporting device |
| US9127415B1 (en) * | 2012-08-24 | 2015-09-08 | Russell Dean Blackwell | Anchor positioning form with drainage system |
| CN203021899U (en) * | 2013-01-15 | 2013-06-26 | 中冶天工上海十三冶建设有限公司 | Quick-assembling template device for concrete ground construction |
| CN205025068U (en) * | 2015-10-07 | 2016-02-10 | 中国轻工业长沙工程有限公司 | Height mark adjustable super flat terrace mould |
| CN105625147A (en) * | 2016-01-20 | 2016-06-01 | 甘肃顺达路桥建设有限公司 | Basement layer stiffened side mold construction method |
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Application publication date: 20170829 |