CN109518554A - Assembled road structure and construction technology - Google Patents
Assembled road structure and construction technology Download PDFInfo
- Publication number
- CN109518554A CN109518554A CN201811430673.5A CN201811430673A CN109518554A CN 109518554 A CN109518554 A CN 109518554A CN 201811430673 A CN201811430673 A CN 201811430673A CN 109518554 A CN109518554 A CN 109518554A
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- Prior art keywords
- panel
- upside
- section above
- descending grade
- flat slope
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- 238000010276 construction Methods 0.000 title claims abstract description 27
- 238000005516 engineering process Methods 0.000 title claims abstract description 11
- 238000013016 damping Methods 0.000 claims abstract description 36
- 238000009434 installation Methods 0.000 claims description 18
- 239000000463 material Substances 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims 2
- 238000005266 casting Methods 0.000 claims 1
- 239000003795 chemical substances by application Substances 0.000 claims 1
- 238000002347 injection Methods 0.000 claims 1
- 239000007924 injection Substances 0.000 claims 1
- 239000007788 liquid Substances 0.000 claims 1
- 239000000203 mixture Substances 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 claims 1
- 238000003466 welding Methods 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 10
- 239000000725 suspension Substances 0.000 description 14
- 239000004575 stone Substances 0.000 description 9
- 239000003292 glue Substances 0.000 description 8
- 238000013461 design Methods 0.000 description 6
- 238000010057 rubber processing Methods 0.000 description 6
- 238000012546 transfer Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000010422 painting Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 229920000297 Rayon Polymers 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 241001074085 Scophthalmus aquosus Species 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000000284 extract Substances 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
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
- E01C5/00—Pavings made of prefabricated single units
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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
- E01C11/00—Details of pavings
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
- E01F15/02—Continuous barriers extending along roads or between traffic lanes
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F7/00—Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
- E01F7/06—Anti-dazzle arrangements ; Securing anti-dazzle means to crash-barriers
-
- 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
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The present invention relates to assembled road structure and construction technologies, it includes changeover portion, flat slope bottom surface flat slope section above, flat slope bottom surface uphill slope section above, flat slope bottom surface descending grade section above, uphill slope bottom surface flat slope section above, uphill slope bottom surface uphill slope section above, uphill slope bottom surface descending grade section above, descending grade bottom surface flat slope section above, descending grade bottom surface uphill slope section above, descending grade bottom surface descending grade section above, flat slope bottom surface flat slope section includes bottom panel above, intermediate pier, side bumper block, top panel, intermediate pier and side bumper block are provided on the upside of bottom panel, bottom panel is fixed in ground by fixed drill rod, leveling damping layer is provided on the upside of intermediate pier and side bumper block, top panel is provided on the upside of leveling damping layer, level point band guardrail board in being provided on the upside of the middle part of damping layer, in point band guardrail board on be provided in point band antiglare shield, the two sides of top panel are provided with side Guardrail board levels and is provided with supercrust on the upside of damping layer；The present invention has the advantages that structurally reasonable, speed of application is fast, using effect is good.
Description
Technical field
The invention belongs to road technology fields, and in particular to assembled road structure and construction technology.
Background technique
There are asphalt road and cement road in domestic and international existing road surface, both roads require the techniques such as to be mixed and stirred, pave, roll
It completes, it is short, it needs 1 older, needs the construction that could complete a road in 3 years.So long construction period is for common
It highways and streets can be by receiving, but in the case where special, such as earthquake relief, war transport, without the severe item in road
The temporary road transport of rescue, Super Engineering under part, temporarily to change its course etc. be the unbearable waiting as unit of year.Such as four
The Wenchuan earthquake in river, rescue early period is not smooth, effect is also bad, and most important reason is exactly that road is obstructed, relief supplies,
Goods and materials, equipment, personnel can not in place, so research and development can be in the assembled road that several days or a few houres complete a road engineering
It is necessary to, for earthquake relief, war transport, temporarily changing its course has demand；Therefore it provides a kind of structurally reasonable, construction speed
The assembled road structure and construction technology that degree is fast, using effect is good are necessary.
Summary of the invention
The purpose of the invention is to overcome the deficiencies in the prior art, and provide it is a kind of it is structurally reasonable, speed of application is fast, makes
With the good assembled road structure of effect and construction technology.
The object of the present invention is achieved like this: assembled road structure, it includes changeover portion, flat slope bottom surface above flat slope
Section, flat slope bottom surface uphill slope section above, flat slope bottom surface descending grade section above, uphill slope bottom surface flat slope section above, uphill slope bottom surface above uphill slope
Section, uphill slope bottom surface descending grade section above, descending grade bottom surface flat slope section above, descending grade bottom surface uphill slope section above, descending grade bottom surface above descending grade
Section, the upper surface of described flat slope bottom surface flat slope section includes bottom panel, intermediate pier, side bumper block, top panel, the upside of the bottom panel
It is provided with intermediate pier and side bumper block, the bottom panel is fixed in ground by fixed drill rod, the bottom panel and centre
Pier, side bumper block are attached by fixed pin, and fixed link is provided on the outside of the side bumper block, is arranged in the fixed link
There is nut, leveling damping layer, the upside setting of the leveling damping layer are provided on the upside of the intermediate pier and side bumper block
Have a top panel, be provided on the upside of the middle part of the leveling damping layer in point band guardrail board, it is described in set in point band guardrail board
Point band antiglare shield in being equipped with, the two sides of the upper surface of described plate are provided with side rail plate, the upside setting of the leveling damping layer
There is supercrust.
The bottom panel is prefabricated using armored concrete, and it is highly 0.2m that the length of the bottom panel, which is 5m, width
For 0.25m, tri- kinds of 2.5m, 3.75m, the bottom panel pre-buried guide for vertically connecting when prefabricated.
The upper surface of described plate is prefabricated using armored concrete, and it is highly 0.2m, width is that the upper surface of described plate length, which is 5m,
Two kinds of 2.5m, 3.75m, the upper surface of described plate pre-buried guide for vertically connecting when prefabricated.
The intermediate pier is prefabricated using armored concrete, and the intermediate pier is equilateral hexagonal prism, side length 0.5m,
Height 1m-10m, the intermediate pier pre-buried guide for vertically connecting when prefabricated, and the transverse direction for being used for lateral connection is set
Connecting hole.
The side bumper block is prefabricated using armored concrete, and the side bumper block is right angled triangle column, the side bumper
The pre-buried guide for vertically connecting when block is prefabricated, and the lateral connection hole for being used for lateral connection is set.
The side rail plate rectangular slab prefabricated using armored concrete, the length of the side rail plate are 5m,
Height is 1.2m, and setting is used for the lateral connection hole of lateral connection when the side rail plate is prefabricated.
The leveling damping layer using high-strength elastic rubber processing at coiled material, the leveling damping layer with a thickness of
Two kinds of 2cm, width 2.5m, 3.75m.
Using high-strength wearable rubber processing at coiled material, the supercrust is the supercrust with a thickness of 5cm, width
Two kinds of 2.5m, 3.75m.
The construction technology of assembled road structure, it the following steps are included:
Step 1): according to the requirement of highway layout, components preparation of construction: are selected；
Step 2: broken to flatten former road surface: directly to be flattened with scraper plate for soil property original ground, for stone matter original ground first with broken
Stone matter original ground is crushed, chisels flat by hammer, is then struck off again with scraper plate；
Step 3): compacting original ground beats location hole: being tamped using hammer ram to the original ground after leveling, stone matter original ground is made
Location hole is beaten with impact drill；
Step 4): lifting installation bottom panel: fixed pin is first installed on bottom panel, using panel suspender by bottom panel handling to setting
Position is counted, bottom panel is fixed on original ground using fixed drill rod；
Step 5): handling, installation intermediate pier, side bumper block: using vertical part suspender by intermediate pier, side bumper block handling to design position,
And enter fixed pin in the guide of intermediate pier, side bumper block and vertically fixed, using fixed link, nut by intermediate pier, side
Block is laterally fixedly connected；
Step 6): it is laid with leveling damping layer: leveling damping layer is laid on intermediate pier；
Step 7): top panel is installed in handling: using panel suspender by top panel handling to leveling damping layer, being connected using fixed pin
It connects panel and intermediate pier completes vertical connection；
Step 8): side rail plate is installed in handling: using vertical part suspender by side rail plate handling to design position, being connected with nut solid
Side rail plate is installed on top panel by fixed pole；
Step 9): it is laid with supercrust: smearing table tennis racket glue on top panel, supercrust is routed on the upside of top panel；
Step 10): band antiglare shield in installation point: by a point band antiglare shield be mounted on point band side rail plate.
Beneficial effects of the present invention: the present invention uses bottom panel, intermediate pier, side bumper block, top panel, side rail plate, bottom surface
Plate, intermediate pier, side bumper block, top panel, side rail plate be it is prefabricated in advance, only installed at the scene, improve
The speed of road construction；In most cases, assembled road both ends select changeover portion, in part stage broad in the middle selection
Face flat slope bottom surface flat slope section can choose flat slope bottom surface uphill slope section, flat slope bottom surface above descending grade above when road conditions are complex
Section, uphill slope bottom surface flat slope section above, uphill slope bottom surface uphill slope section above, uphill slope bottom surface descending grade section above, descending grade bottom surface above flat slope
One of eight kinds of sections such as section, descending grade bottom surface uphill slope section above, descending grade bottom surface descending grade section above or a variety of combinations, above-mentioned eight
Used bottom panel, top panel, intermediate pier, side bumper block, side rail plate can be by flat slope bottom surface flat slope sections above in kind section
In bottom panel, top panel, intermediate pier, side bumper block, side rail board group close or cutting complete；The present invention have it is structurally reasonable,
The advantage that speed of application is fast, using effect is good.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of assembled road structure of the present invention.
Fig. 2 is the schematic cross-sectional view of the upper surface of assembled road structure of the present invention flat slope bottom surface flat slope section.
Fig. 3 is the structural schematic diagram for the assembled road construction machinery that assembled road structure of the present invention is used.
Fig. 4 is the structural schematic diagram of the panel suspender in Fig. 3.
Fig. 5 is the structural schematic diagram of the vertical part suspender in Fig. 3.
In figure: 1, changeover portion 2, flat slope bottom surface flat slope section 3 above, flat slope bottom surface uphill slope section 4 above, flat slope above
Bottom surface descending grade section 5, uphill slope bottom surface flat slope section 6 above, descending grade bottom surface flat slope section 7 above, uphill slope bottom surface uphill slope section above
8, descending grade bottom surface descending grade section 9 above, uphill slope bottom surface descending grade section 10 above, descending grade bottom surface uphill slope section 11 above, above
12, middle section 13, original ground 14, bottom surface 101, side rail plate 102, top panel 103, supercrust 104, in
Divide band antiglare shield 105, leveling damping layer 106, bottom panel 107, intermediate pier 108, fixed pin 109, guide
110, side bumper block 111, fixed link 112, nut 113, ground 114, fixed steel fibre 115, in point band guardrail board
201, panel suspender 202, boom 203, tower crane 204, tire 205, engine 206, hydraulic pump 207, hydraulic
Motor 208, gearbox 209, transfer case 210, control system 211, quartering hammer Universal arm 212, quartering hammer
213, grillage 214, strike-off stick 215, hammer ram Universal arm 216, hammer ram 217, nut fixed pin installation brill are struck off
218, painting machine 219, table tennis racket glue storage bin 220, cutting machine 221, driver's cabin 222, vehicle frame 223, vertical
Part suspender 301, upper propulsion arm 302, suspension hook 303, hanging ring 304, positioning rope 305, lever dolly 306, lever
307, hanger 308, guide 309, panel 310, positioning tongue spring 311, fixed pin cap groove 312, lower pushing tow
Bar 313, lower sleeve 314, positioning tongue 315, positioning pipe 316, upper bush 317, goring push spring 318, pushing tow
Plate 401, vertical part suspender hanger 402, vertical part suspender hanging ring 403, vertical part suspender suspension hook 404, vertical part transverse splicing hole
405, part 406, vertical part suspender positioning tongue 407, vertical part suspender positioning tongue spring 408, vertical part positioning pipe are found
409, sunpender.
Specific embodiment
Following further describes the present invention with reference to the drawings.
Embodiment 1
As shown in Figs. 1-2, assembled road structure, it includes changeover portion 1, flat slope bottom surface flat slope section 2 above, flat slope bottom surface above
Uphill slope section 3, flat slope bottom surface descending grade section 4 above, uphill slope bottom surface flat slope section 5 above, uphill slope bottom surface uphill slope section 7 above, uphill slope above
Bottom surface descending grade section 8, descending grade bottom surface flat slope section 6 above, descending grade bottom surface uphill slope section 10 above, descending grade bottom surface descending grade section 9 above, it is described
The upper surface of flat slope bottom surface flat slope section 2 include bottom panel 106, intermediate pier 107, side bumper block 110, top panel 102, the bottom panel
106 upside is provided with intermediate pier 107 and side bumper block 110, and the bottom panel 106 passes through fixed drill rod 114 and is fixed on ground
In 113, the bottom panel 106 is attached with intermediate pier 107, side bumper block 110 by fixed pin 108, the side bumper block
110 outside is provided with fixed link 111, and nut 112, the intermediate pier 107 and side bumper are provided in the fixed link 111
The upside of block 110 is provided with leveling damping layer 105, and the upside of the leveling damping layer 105 is provided with top panel 102, described
Leveling damping layer 105 middle part on the upside of be provided in point band guardrail board 115, it is described in point band guardrail board 115 on be provided with
In point band antiglare shield 104, the two sides of the upper surface of described plate 102 are provided with side rail plate 101, the leveling damping layer 105
Upside is provided with supercrust 103.
The bottom panel 106 is prefabricated using armored concrete, and the length of the bottom panel 106 is 5m, is highly
0.2m, tri- kinds of width 0.25m, 2.5m, 3.75m, the bottom panel 106 pre-buried guide for vertically connecting when prefabricated.
The upper surface of described plate 102 is prefabricated using armored concrete, and it is highly 0.2m that the upper surface of described 102 length of plate, which is 5m,
Width is two kinds of 2.5m, 3.75m, the upper surface of described plate 102 pre-buried guide for vertically connecting when prefabricated.
The intermediate pier 107 is prefabricated using armored concrete, and the intermediate pier 107 is equilateral hexagonal prism, side length
For 0.5m, height 1m-10m, the intermediate pier 107 pre-buried guide for vertically connecting when prefabricated, and setting are for laterally
The lateral connection hole of connection.
The side bumper block 110 is prefabricated using armored concrete, and the side bumper block 110 is right angled triangle column, described
Side bumper block 110 it is prefabricated when the pre-buried guide for vertically connecting, and the lateral connection hole for being used for lateral connection is set.
The side rail plate 101 rectangular slab prefabricated using armored concrete, the length of the side rail plate 101
It is highly 1.2m for 5m, setting is used for the lateral connection hole of lateral connection when the side rail plate 101 is prefabricated.
The leveling damping layer 105 is using high-strength elastic rubber processing at coiled material, the thickness of the leveling damping layer 105
Spending is 2cm, two kinds of width 2.5m, 3.75m.
For the supercrust 103 using high-strength wearable rubber processing at coiled material, the supercrust 103 is wide with a thickness of 5cm
Degree is two kinds of 2.5m, 3.75m.
The construction technology of assembled road structure, it the following steps are included:
Step 1): according to the requirement of highway layout, components preparation of construction: are selected；
Step 2: broken to flatten former road surface: directly to be flattened with scraper plate for soil property original ground, for stone matter original ground first with broken
Stone matter original ground is crushed, chisels flat by hammer, is then struck off again with scraper plate；
Step 3): compacting original ground beats location hole: being tamped using hammer ram to the original ground after leveling, stone matter original ground is made
Location hole is beaten with impact drill；
Step 4): lifting installation bottom panel: fixed pin is first installed on bottom panel, using panel suspender by bottom panel handling to setting
Position is counted, bottom panel is fixed on original ground using fixed drill rod；
Step 5): handling, installation intermediate pier, side bumper block: using vertical part suspender by intermediate pier, side bumper block handling to design position,
And enter fixed pin in the guide of intermediate pier, side bumper block and vertically fixed, using fixed link, nut by intermediate pier, side
Block is laterally fixedly connected；
Step 6): it is laid with leveling damping layer: leveling damping layer is laid on intermediate pier；
Step 7): top panel is installed in handling: using panel suspender by top panel handling to leveling damping layer, being connected using fixed pin
It connects panel and intermediate pier completes vertical connection；
Step 8): side rail plate is installed in handling: using vertical part suspender by side rail plate handling to design position, being connected with nut solid
Side rail plate is installed on top panel by fixed pole；
Step 9): it is laid with supercrust: smearing table tennis racket glue on top panel, supercrust is routed on the upside of top panel；
Step 10): band antiglare shield in installation point: by a point band antiglare shield be mounted on point band side rail plate.
As shown in figure 3, assembled road construction machinery, it includes vehicle frame 222, and the downside of the vehicle frame 222 is provided with
The left part upside of tire 204, the vehicle frame 222 is provided with tower crane 203, and the tower crane 203 is connected with boom 202, described
The downside of boom 202 be provided with panel suspender 201, be additionally provided with vertical part suspender 223 on the upside of the left part of the vehicle frame 222,
It is provided with quartering hammer Universal arm 211 on the upside of the right part of the vehicle frame 222, the quartering hammer Universal arm 211 is connected with broken
Hammer 212, the right part upside of the vehicle frame 222, which is provided with, strikes off grillage 213, and the grillage 213 that strikes off is connected with strike-off stick
214, the right part upside of the vehicle frame 222 is additionally provided with hammer ram Universal arm 215, and the hammer ram Universal arm 215 is connected with rammer
Hammer 216, the middle part of the vehicle frame 222 are provided with the installation of nut fixed pin and bore 217, painting machine 218, the storage of table tennis racket glue
Case 219, cutting machine 220, the middle part of the vehicle frame 222 are additionally provided with driver's cabin 221, are provided in the driver's cabin 221
Control system 210 is additionally provided with engine 205 on the vehicle frame 222, and the engine 205 is connected with gearbox 208,
The gearbox 208 is connected with transfer case 209, and the transfer case 209 is connected with hydraulic motor 207, the hydraulic horse
Hydraulic pump 206 is connected with up to 207；Broken leveling that assembled road construction machinery is mainly used in road construction is tamped, is hung
The operations such as fortune, viscose glue.
As shown in figure 4, panel suspender 201, it includes hanger 307, is provided with upper bush 316 on the downside of the hanger 307,
The downside of the upper bush 316 is provided with positioning pipe 315, and positioning 310 He of tongue spring is provided in the positioning pipe 315
Tongue 314 is positioned, the downside of the positioning pipe 315 is provided with lower sleeve 313, is provided with top in the upper bush 316
Push rod 301 and lower propulsion arm 312, the top of the lower propulsion arm 312 are provided with push plate 318, the lower propulsion arm 312
Outside be provided with goring push spring 317, the top of the upper propulsion arm 301 is connected with lever 306, the lever 306
Downside is provided with lever dolly 305, and the lever dolly 305 is fixed on hanger 307.
As shown in figure 5, vertical part suspender 223, it includes founding part suspender hanger 401, in the vertical part suspender hanger 401
It is provided with vertical part suspender hanging ring 402 on the upside of portion, vertical part suspender suspension hook 403 is provided in the vertical part suspender hanging ring 402, it is described
The downside of vertical part suspender hanger 401 be provided with sunpender 409, the lower part of the sunpender 409 is provided with vertical part positioning pipe 408,
Vertical part suspender positioning tongue 406 and vertical part suspender positioning tongue spring 407 are provided in the vertical part positioning pipe 408.
The present invention uses bottom panel 106, intermediate pier 107, side bumper block 110, top panel 102, side rail plate 101, bottom panel
106, intermediate pier 107, side bumper block 110, top panel 102, side rail plate 101 are prefabricated in advance, only need to carry out at the scene
Installation improves the speed of road construction；In most cases, assembled road both ends select changeover portion 1, broad in the middle
Part stage selection flat slope bottom surface flat slope section 2 above, when road conditions are complex, can choose above flat slope bottom surface uphill slope section 3,
Flat slope bottom surface descending grade section 4, uphill slope bottom surface flat slope section 5 above, uphill slope bottom surface uphill slope section 7 above, uphill slope bottom surface above descending grade above
In eight kinds of sections such as section 10, descending grade bottom surface flat slope section 6 above, descending grade bottom surface uphill slope section 10 above, descending grade bottom surface descending grade section 8 above
One or more combinations, used bottom panel, top panel, intermediate pier, side bumper block, side rail plate in above-mentioned eight kinds of sections
It can be by bottom panel 106, top panel 102, intermediate pier 107, the side bumper block 110, side rail plate in flat slope bottom surface flat slope section above
101 combinations or cutting are completed；The present invention has the advantages that structurally reasonable, speed of application is fast, using effect is good.
Embodiment 2
As shown in Figs. 1-2, assembled road structure, it includes changeover portion 1, flat slope bottom surface flat slope section 2 above, flat slope bottom surface above
Uphill slope section 3, flat slope bottom surface descending grade section 4 above, uphill slope bottom surface flat slope section 5 above, uphill slope bottom surface uphill slope section 7 above, uphill slope above
Bottom surface descending grade section 8, descending grade bottom surface flat slope section 6 above, descending grade bottom surface uphill slope section 10 above, descending grade bottom surface descending grade section 9 above, it is described
The upper surface of flat slope bottom surface flat slope section 2 include bottom panel 106, intermediate pier 107, side bumper block 110, top panel 102, the bottom panel
106 upside is provided with intermediate pier 107 and side bumper block 110, and the bottom panel 106 passes through fixed drill rod 114 and is fixed on ground
In 113, the bottom panel 106 is attached with intermediate pier 107, side bumper block 110 by fixed pin 108, the side bumper block
110 outside is provided with fixed link 111, and nut 112, the intermediate pier 107 and side bumper are provided in the fixed link 111
The upside of block 110 is provided with leveling damping layer 105, and the upside of the leveling damping layer 105 is provided with top panel 102, described
Leveling damping layer 105 middle part on the upside of be provided in point band guardrail board 115, it is described in point band guardrail board 115 on be provided with
In point band antiglare shield 104, the two sides of the upper surface of described plate 102 are provided with side rail plate 101, the leveling damping layer 105
Upside is provided with supercrust 103.
The bottom panel 106 is prefabricated using armored concrete, and the length of the bottom panel 106 is 5m, is highly
0.2m, tri- kinds of width 0.25m, 2.5m, 3.75m, the bottom panel 106 pre-buried guide for vertically connecting when prefabricated.
The upper surface of described plate 102 is prefabricated using armored concrete, and it is highly 0.2m that the upper surface of described 102 length of plate, which is 5m,
Width is two kinds of 2.5m, 3.75m, the upper surface of described plate 102 pre-buried guide for vertically connecting when prefabricated.
The intermediate pier 107 is prefabricated using armored concrete, and the intermediate pier 107 is equilateral hexagonal prism, side length
For 0.5m, height 1m-10m, the intermediate pier 107 pre-buried guide for vertically connecting when prefabricated, and setting are for laterally
The lateral connection hole of connection.
The side bumper block 110 is prefabricated using armored concrete, and the side bumper block 110 is right angled triangle column, described
Side bumper block 110 it is prefabricated when the pre-buried guide for vertically connecting, and the lateral connection hole for being used for lateral connection is set.
The side rail plate 101 rectangular slab prefabricated using armored concrete, the length of the side rail plate 101
It is highly 1.2m for 5m, setting is used for the lateral connection hole of lateral connection when the side rail plate 101 is prefabricated.
The leveling damping layer 105 is using high-strength elastic rubber processing at coiled material, the thickness of the leveling damping layer 105
Spending is 2cm, two kinds of width 2.5m, 3.75m.
For the supercrust 103 using high-strength wearable rubber processing at coiled material, the supercrust 103 is wide with a thickness of 5cm
Degree is two kinds of 2.5m, 3.75m.
The construction technology of assembled road structure, it the following steps are included:
Step 1): according to the requirement of highway layout, components preparation of construction: are selected；
Step 2: broken to flatten former road surface: directly to be flattened with scraper plate for soil property original ground, for stone matter original ground first with broken
Stone matter original ground is crushed, chisels flat by hammer, is then struck off again with scraper plate；
Step 3): compacting original ground beats location hole: being tamped using hammer ram to the original ground after leveling, stone matter original ground is made
Location hole is beaten with impact drill；
Step 4): lifting installation bottom panel: fixed pin is first installed on bottom panel, using panel suspender by bottom panel handling to setting
Position is counted, bottom panel is fixed on original ground using fixed drill rod；
Step 5): handling, installation intermediate pier, side bumper block: using vertical part suspender by intermediate pier, side bumper block handling to design position,
And enter fixed pin in the guide of intermediate pier, side bumper block and vertically fixed, using fixed link, nut by intermediate pier, side
Block is laterally fixedly connected；
Step 6): it is laid with leveling damping layer: leveling damping layer is laid on intermediate pier；
Step 7): top panel is installed in handling: using panel suspender by top panel handling to leveling damping layer, being connected using fixed pin
It connects panel and intermediate pier completes vertical connection；
Step 8): side rail plate is installed in handling: using vertical part suspender by side rail plate handling to design position, being connected with nut solid
Side rail plate is installed on top panel by fixed pole；
Step 9): it is laid with supercrust: smearing table tennis racket glue on top panel, supercrust is routed on the upside of top panel；
Step 10): band antiglare shield in installation point: by a point band antiglare shield be mounted on point band side rail plate.
As shown in figure 3, assembled road construction machinery, it includes vehicle frame 222, and the downside of the vehicle frame 222 is provided with
The left part upside of tire 204, the vehicle frame 222 is provided with tower crane 203, and the tower crane 203 is connected with boom 202, described
The downside of boom 202 be provided with panel suspender 201, be additionally provided with vertical part suspender 223 on the upside of the left part of the vehicle frame 222,
It is provided with quartering hammer Universal arm 211 on the upside of the right part of the vehicle frame 222, the quartering hammer Universal arm 211 is connected with broken
Hammer 212, the right part upside of the vehicle frame 222, which is provided with, strikes off grillage 213, and the grillage 213 that strikes off is connected with strike-off stick
214, the right part upside of the vehicle frame 222 is additionally provided with hammer ram Universal arm 215, and the hammer ram Universal arm 215 is connected with rammer
Hammer 216, the middle part of the vehicle frame 222 are provided with the installation of nut fixed pin and bore 217, painting machine 218, the storage of table tennis racket glue
Case 219, cutting machine 220, the middle part of the vehicle frame 222 are additionally provided with driver's cabin 221, are provided in the driver's cabin 221
Control system 210 is additionally provided with engine 205 on the vehicle frame 222, and the engine 205 is connected with gearbox 208,
The gearbox 208 is connected with transfer case 209, and the transfer case 209 is connected with hydraulic motor 207, the hydraulic horse
Hydraulic pump 206 is connected with up to 207；Broken leveling that assembled road construction machinery is mainly used in road construction is tamped, is hung
The operations such as fortune, viscose glue.
As shown in figure 4, panel suspender 201, it includes hanger 307, is provided with upper bush 316 on the downside of the hanger 307,
The downside of the upper bush 316 is provided with positioning pipe 315, and positioning 310 He of tongue spring is provided in the positioning pipe 315
Tongue 314 is positioned, the downside of the positioning pipe 315 is provided with lower sleeve 313, is provided with top in the upper bush 316
Push rod 301 and lower propulsion arm 312, the top of the lower propulsion arm 312 are provided with push plate 318, the lower propulsion arm 312
Outside be provided with goring push spring 317, the top of the upper propulsion arm 301 is connected with lever 306, the lever 306
Downside is provided with lever dolly 305, and the lever dolly 305 is fixed on hanger 307.
The working principle of panel suspender 201 is: goring push spring 317 is in and is drawn by pulling force in goring push spring 317 under normal condition
Lower sleeve 313 is moved up under the action of power contacts with upper bush 316, and lower sleeve 313 makes to position the entrance of tongue 314 during moving up
In positioning pipe 315, at this time position tongue spring 310 be in compressive state, when being lifted, by sleeve insertion top panel 102,
(guide bottommost is inserted into) in the guide of bottom panel 106, and suspension hook 302 is tangled into hanging ring and positioning rope 304, slow lifting hook
302, suspension hook 302 pulls up positioning rope 304 and lever 306 is moved up close to one end of hanging ring 303, and lever 306 is close to upper bush 316
One end move down, propulsion arm 301 moves down in drive, push plate 318 upper propulsion arm 301 effect under glide, push plate 318
Lower propulsion arm 312 and lower sleeve 313 is driven to move down, goring push spring 317 is in compressive state, the positioning in positioning pipe 315 at this time
Tongue 314 stretches out positioning pipe 315 under the action of positioning tongue spring 310, and positioning tongue 314 is located at holding locating pin under panel
The recessed position of end positions tongue 314 at this time and lower sleeve 313 is prevented to move up, continues to rise suspension hook 302, suspension hook 302 slings face
Plate suspender 201 and panel, and panel is transported to installation site；Suspension hook is unclamped, positioning rope 304 is restored to horizontality, lever
306 move down close to one end of hanging ring 303, and lever 306 is moved up close to one end of upper bush 316, and propulsion arm 301 moves up in drive,
Push plate 318 moves up under the effect of 317 elastic force of goring push spring, and push plate 318 drives lower propulsion arm 312 and lower sleeve 313 to move up,
Lower sleeve 313 enters positioning tongue 314 in positioning pipe 315, and positioning tongue 314 loses positioning action；By positioning rope
304 are detached from suspension hook 302, rise suspension hook 302, and suspension hook 302 hangs hanging ring 303 and rises panel suspender 201, and sleeve is from guide
It extracts, completes handling work.
As shown in figure 5, vertical part suspender 223, it includes founding part suspender hanger 401, in the vertical part suspender hanger 401
It is provided with vertical part suspender hanging ring 402 on the upside of portion, vertical part suspender suspension hook 403 is provided in the vertical part suspender hanging ring 402, it is described
The downside of vertical part suspender hanger 401 be provided with sunpender 409, the lower part of the sunpender 409 is provided with vertical part positioning pipe 408,
Vertical part suspender positioning tongue 406 and vertical part suspender positioning tongue spring 407 are provided in the vertical part positioning pipe 408.
The working principle of vertical part suspender 223 is: under normal shape, founding part suspender positioning tongue 406 and stretches out vertical part positioning pipe
408, when lifting, sunpender 409 is located to the top of vertical part, sunpender 409 moves down, stand part suspender positioning tongue 406 enter it is vertical
Part positioning pipe 408(positions tongue spring at this time and is in compressive state), intermediate pier 107, side bumper block 110 and side rail plate 101 etc.
Vertical part is provided with lateral connection hole, and when the position in lateral connection hole is overlapped with vertical part suspender positioning tongue 406, it is fixed to found part suspender
Position tongue 406 stretches out vertical part positioning pipe 408 under the effect of elasticity and enters positioning states into lateral connection hole, and vertical part suspender is hung
Hook 403 hooks vertical part suspender hanging ring 402, rises vertical part suspender suspension hook 403, by vertical part handling to installation site, removes vertical part and hangs
When having 223, vertical part suspender suspension hook 403 is removed, firmly moves down sunpender 409 downwards, part suspender positioning tongue 406 is found and enters
It is (suitable to rotate vertical 22390 ° of part suspender when lateral connection drops to vertical 406 or less tongue of part suspender positioning for vertical part positioning pipe 408
Hour hands, rotate counterclockwise can be with), then above mention vertical part suspender 223 and remove vertical part suspender 223.
The present invention uses bottom panel 106, intermediate pier 107, side bumper block 110, top panel 102, side rail plate 101, bottom panel
106, intermediate pier 107, side bumper block 110, top panel 102, side rail plate 101 are prefabricated in advance, only need to carry out at the scene
Installation improves the speed of road construction；In most cases, assembled road both ends select changeover portion 1, broad in the middle
Part stage selection flat slope bottom surface flat slope section 2 above, when road conditions are complex, can choose above flat slope bottom surface uphill slope section 3,
Flat slope bottom surface descending grade section 4, uphill slope bottom surface flat slope section 5 above, uphill slope bottom surface uphill slope section 7 above, uphill slope bottom surface above descending grade above
In eight kinds of sections such as section 10, descending grade bottom surface flat slope section 6 above, descending grade bottom surface uphill slope section 10 above, descending grade bottom surface descending grade section 8 above
One or more combinations, used bottom panel, top panel, intermediate pier, side bumper block, side rail plate in above-mentioned eight kinds of sections
It can be by bottom panel 106, top panel 102, intermediate pier 107, the side bumper block 110, side rail plate in flat slope bottom surface flat slope section above
101 combinations or cutting are completed；The present invention has the advantages that structurally reasonable, speed of application is fast, using effect is good.
Claims (5)
1. assembled road structure, it includes changeover portion, flat slope bottom surface flat slope section above, flat slope bottom surface uphill slope section above, above
Flat slope bottom surface descending grade section, uphill slope bottom surface flat slope section above, uphill slope bottom surface uphill slope section above, uphill slope bottom surface descending grade section above, above
Descending grade bottom surface flat slope section, descending grade bottom surface uphill slope section above, descending grade bottom surface descending grade section above, it is characterised in that: the upper surface of described flat
Bottom of slope face flat slope section includes bottom panel, intermediate pier, side bumper block, top panel, be provided on the upside of the bottom panel intermediate pier and
Side bumper block, the bottom panel are fixed in ground by fixed drill rod, and the bottom panel and intermediate pier, side bumper block pass through admittedly
Rationed marketing is attached, and fixed link is provided on the outside of the side bumper block, is provided with nut in the fixed link, it is described in
Between be provided with leveling damping layer on the upside of pier and side bumper block, be provided with top panel on the upside of the leveling damping layer, it is described
Point band antiglare shield in being provided on the upside of the middle part of damping layer is leveled, the two sides of the upper surface of described plate are provided with side rail plate, described
Leveling damping layer on the upside of be provided with supercrust.
2. assembled road structure as described in claim 1, it is characterised in that: the bottom panel is pre- using armored concrete
The length of system, the bottom panel is 5m, is highly 0.2m, tri- kinds of width 0.25m, 2.5m, 3.75m, the bottom panel
The pre-buried guide for vertically connecting when prefabricated.
3. assembled road structure as described in claim 1, it is characterised in that: the upper surface of described plate is pre- using armored concrete
System, the upper surface of described plate length are 5m, are highly 0.2m, and two kinds of width 2.5m, 3.75m, the upper surface of described plate is pre- when prefabricated
Bury the guide for vertically connecting.
4. assembled road structure as described in claim 1, it is characterised in that: the operating system is by control element, control
Software processed, Operation switch composition.
5. the construction technology of assembled road structure as described in claim 1, it is characterised in that: it the following steps are included:
Step 1): preparation of construction, surveying and locating, mechanical erection, hemisphere is prefabricated, thickness control of protection cover of rebar system blanking；
Step 2: Steel Reinforcing Bar Material, binding, welding, steel reinforcement cage installation；
Step 3): the installation of thickness control of protection cover of rebar system, by two flexible collars of bisymmetric two vertical reinforcements
It blocks；
Step 4): entire die device is installed in place；
Step 5): injection release agent for the first time；
Step 6): template adjustment pressurization switch is opened, for the template of device under the action of hydraulic system, inner panel is close to hemisphere；
Step 7): casting concrete；
Step 8): in concrete initial set, the jet button of opening operation system；
Step 9): after concrete strength is formed, the jet button of shutoff operation system, the liquid that goes out of pushing operation system is pressed again
Button；
Step 10): opening operation system relief cock, etc. templates and column completely disengage after remove whole device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811430673.5A CN109518554A (en) | 2018-11-28 | 2018-11-28 | Assembled road structure and construction technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811430673.5A CN109518554A (en) | 2018-11-28 | 2018-11-28 | Assembled road structure and construction technology |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109518554A true CN109518554A (en) | 2019-03-26 |
Family
ID=65793500
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811430673.5A Pending CN109518554A (en) | 2018-11-28 | 2018-11-28 | Assembled road structure and construction technology |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109518554A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202323608U (en) * | 2011-11-14 | 2012-07-11 | 苏州市广卫特种水泥制品有限公司 | Paving plate |
| CN202610669U (en) * | 2012-02-24 | 2012-12-19 | 杨世维 | Bridge type steel road with multidimensional paving frame and of three-dimensional structure |
| CN108004866A (en) * | 2017-12-04 | 2018-05-08 | 马晓鹤 | A kind of precast concrete road system and construction method |
| CN207525631U (en) * | 2017-11-17 | 2018-06-22 | 中交二公局第三工程有限公司 | A kind of modular removable formula precast beam floor structure |
| CN108570900A (en) * | 2018-04-28 | 2018-09-25 | 江西博慧工程技术服务有限公司 | A kind of water draining and accumulating concrete road surface structure and construction method |
-
2018
- 2018-11-28 CN CN201811430673.5A patent/CN109518554A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202323608U (en) * | 2011-11-14 | 2012-07-11 | 苏州市广卫特种水泥制品有限公司 | Paving plate |
| CN202610669U (en) * | 2012-02-24 | 2012-12-19 | 杨世维 | Bridge type steel road with multidimensional paving frame and of three-dimensional structure |
| CN207525631U (en) * | 2017-11-17 | 2018-06-22 | 中交二公局第三工程有限公司 | A kind of modular removable formula precast beam floor structure |
| CN108004866A (en) * | 2017-12-04 | 2018-05-08 | 马晓鹤 | A kind of precast concrete road system and construction method |
| CN108570900A (en) * | 2018-04-28 | 2018-09-25 | 江西博慧工程技术服务有限公司 | A kind of water draining and accumulating concrete road surface structure and construction method |
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Application publication date: 20190326 |