CN105714635A - Concrete drainage road surface and construction and repairing method thereof - Google Patents
Concrete drainage road surface and construction and repairing method thereof Download PDFInfo
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- CN105714635A CN105714635A CN201610075791.3A CN201610075791A CN105714635A CN 105714635 A CN105714635 A CN 105714635A CN 201610075791 A CN201610075791 A CN 201610075791A CN 105714635 A CN105714635 A CN 105714635A
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- concrete prefabricated
- prefabricated plate
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- road surface
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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
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
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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
- E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
- E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
- E01C11/14—Dowel assembly ; Design or construction of reinforcements in the area of joints
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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
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/227—Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
- E01C11/228—Gutters for porous pavings
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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
- E01C5/005—Individual couplings or spacer elements for joining the prefabricated 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
- E01C5/00—Pavings made of prefabricated single units
- E01C5/06—Pavings made of prefabricated single units made of units with cement or like binders
- E01C5/08—Reinforced units with steel frames
- E01C5/10—Prestressed reinforced units ; Prestressed coverings from reinforced or non-reinforced units
- E01C5/105—Prestressed reinforced units ; Prestressed coverings from reinforced or non-reinforced units on prefabricated supporting structures or prefabricated foundation elements, except coverings made of layers of similar elements
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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
- E01C2201/00—Paving elements
- E01C2201/20—Drainage details
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
A concrete drainage road surface comprises concrete prefabricated plate blocks, force transmission rods, ground pillow beams and drainage grooves.The road surface is formed by splicing and laying the concrete prefabricated plate blocks, the adjacent concrete prefabricated plate blocks are fixedly connected through the force transmission rods, each ground pillow beam is arranged on the lower bottom face of the joint of every two adjacent concrete prefabricated plate blocks, and the drainage grooves are formed in the lower bottom face of the road surface formed by splicing the concrete prefabricated plate blocks at intervals.A plurality of vertical drainage holes are formed in the upper surfaces of the concrete prefabricated plate blocks, a plurality of force transmission rod connecting holes are formed in the peripheral end faces of the concrete prefabricated plate blocks, and a plurality of longitudinal preserved hole channels are formed in the end faces of the two sides of each concrete prefabricated plate block and penetrate into the end faces of the two sides of the concrete prefabricated plate block.The drainage holes vertically extend to the longitudinal preserved hole channels and are communicated with the longitudinal preserved hole channels.The problem about road surface repairing is solved, and the damaged concrete prefabricated plate blocks can be directly replaced with new concrete prefabricated plate blocks.
Description
Technical field
The present invention relates to road building technology field, particularly to a kind of concrete drainage pavement and construction, method for repairing and mending.
Background technology
Traditional concrete road surface, it is all that (reinforcement placing skeleton) pours into a mould concrete road surface at the scene, then on-the-spot large-area maintenance is carried out, rear maintenance of having constructed reaches concrete design strength and could use, construction period length and expend substantial amounts of resource, the climatic effect by winter, rainy season is big.Also must designing horizontal wall inscription in horizontal section and usual friendship mouth etc. so that draining, roadside must supporting gully or gutter.It addition, concrete road surface has occurred the defects such as crack, faulting of slab ends, purt mud, plat-bottom escape, it is difficult to after breakage repair, generally requires and break road surface in damage zone, remove old concrete, again build road surface by regulation operation.Therefore exploitation quickly, material-saving, environmental protection, convenient for maintaining road construction method have very important significance.
Summary of the invention
One of the technical problem to be solved is to provide a kind of concrete drainage pavement, and it is spliced laying by concrete prefabricated plate and forms, convenient construction and maintenance；In horizontal section peace with one voice without designing horizontal wall inscription, road surface gets final product draining without rainwater well head, improve road-ability and safety.
The two of the technical problem to be solved be to provide a kind of concrete road surface quickly, the construction method of environmental protection, accelerate concrete pavement construction speed, reduce the concrete road surface climatic effect by winter, rainy season；Meanwhile, adopt prestressed method according to the principle that concrete road surface is controlled by flexural tensile strength, save the natural resourcess such as cement, water, sand, stone.
Required for the present invention to solve the technical problem that three be to provide a kind of method facilitating concrete road surface rapid-maintenance, the problem being difficult to after solving concrete road surface breakage repair, can quickly resume traffic.
For solving one of above-mentioned technical problem, the technical scheme is that a kind of concrete drainage pavement, including concrete prefabricated plate, dowel steel, sleeper beam, rhone, it is spliced laying by some concrete prefabricated plates and forms, adjacent concrete prefabricated plate connects fixing by dowel steel, ground sleeper beam is located at the bottom surface of adjacent two block concrete prefabricated chunk stitching portions, and rhone is arranged at the road surface bottom surface being spliced by concrete prefabricated plate at interval；
Described concrete prefabricated plate is rectangular panel blocks, and its upper surface is provided with some vertical osculums, and surrounding end face is provided with some dowel steel connecting holes, dowel steel resigning hole, and both sides end face is provided with some longitudinal reserving hole channels, and reserving hole channel is through to both sides end face；Vertically extending to the longitudinal reserving hole channel of osculum, connects with longitudinal reserving hole channel；Some compressor wires it are additionally provided with inside concrete prefabricated plate.
Described dowel steel includes connecting rod, bolt, nut, and connecting rod includes horizontal cross bar and vertical circular arc wall, and bolt is provided with the bolt sleeve of annular, and nut is provided with the nut sleeve of annular；After bolt attaching nut, bolt sleeve forms a sealed inner chamber with nut sleeve Guan Bi, vertical circular arc wall in described connecting rod is placed in sealed interior intracavity, and each sealed inner chamber is placed into the vertical circular arc wall of two connecting rods respectively, and the horizontal cross bar of connecting rod connects dowel steel connecting hole.
For solving the two of above-mentioned technical problem, the technical scheme is that and concrete road surface is numbered piecemeal, adopt prefabrication and lifting construction, insert compressor wire in the prefabricated middle employing pre-tensioning system of concrete prefabricated plate.Concrete method step is:
A. first, road surface is carried out piecemeal numbering by the material property according to the designing requirement on road surface and compressor wire, concrete prefabricated plate；
B. stretch-draw prestressing force steel wire, according to piecemeal numbering precast concrete prefabricated chunk, the accurately position of reserved longitudinal dowel steel connecting hole；
C. embedding ground sleeper beam in the earth roadbed or blotter filled, accurately controls the end face absolute altitude of ground sleeper beam smooth with filling roadbed；
D. lift the first block concrete prefabricated chunk, make concrete prefabricated plate two ends just be held on horizontal ground sleeper beam；
E. the connecting rod of the dowel steel through antirust treatment is inserted in dowel steel connecting hole, lift by crane the second block concrete prefabricated chunk longitudinally to advance to the first block concrete prefabricated chunk, the other end making dowel steel inserts in the dowel steel connecting hole of the second block concrete prefabricated chunk, by the dowel steel of bolt, the sealed adjacent concrete prefabricated chunk of nut, connect fixing adjacent concrete prefabricated plate.
F. rhone is arranged at the road surface bottom surface being spliced by concrete prefabricated plate at interval, and is in the splicing seams place of adjacent two block concrete prefabricated chunks, and the drainage channel of rhone " U " type accepts the hydrops discharged from longitudinal reserving hole channel；
G. sleeper beam is arranged at the splicing seams place of adjacent two block concrete prefabricated chunks, irrigates waterproof clay material equal with the minimum point of longitudinal reserving hole channel, it is prevented that ooze intrusion roadbed under current on ground sleeper beam.
H. method described above circulation lifts whole concrete prefabricated plates, then gets final product open to traffic with after the pavement seam filling material cementation of fissures.
Further, described method to better implement the present invention, reduces earth roadbed requirement of filling, accelerates the speed that bad subgrade processes, can squeeze into concrete prefabricated short tubular piles under ground sleeper beam.
Further, described method to better implement the present invention, according to concrete prefabricated plate by curved draw effect time, concrete prefabricated plate upper portion pressurized, lower tension feature, and bottom tension is mainly undertaken by compressor wire, steel pipe can be adopted to loose core method indwelling longitudinal direction reserving hole channel in concrete prefabricated plate bottom, bigger saving concrete material.
Further, on the basis of the present invention, it may be achieved the prefabrication and lifting construction of the facilities such as excavation and filling side slope skeleton, intercepting ditch, inspection shaft, kerbstone, the labour force that quickening speed of application and a large amount of saving are manually built by laying bricks or stones.
Preferably, the preparation method of described concrete prefabricated plate is: by making specific steel form, when concrete prefabricated plate is prefabricated, longitudinal reserving hole channel of the straight-through bottom of vertical circular hole of the reserved about 2cm of upper surface pavement, being pooled in rhone by the pipe tunnel of bottom, rhone is directly discharged into the chute of highway or the gully of town road.Specifically, comprise the following steps:
A. the requirement according to local rainfall and road surface drainage amount, the size of draining hole, quantity in design road surface, quincuncial arrangement is above the longitudinal direction reserving hole channel of bottom；
B. the Vertical Curve (road surface bearing of trend) according to Pavement Design, at change of longitudinal grade place and horizontal section subsection setup transverse row tank；
C. the requirement according to road surface rag, mills out the steel form of corresponding burr, then according to the size in vertical drainage hole, quantity and position at the corresponding round steel of steel form position corresponding above welding；
D. the upset of upper layer steel form is placed on down, and the mode casting concrete prefabricated chunk that bottom presstressed reinforcing steel is arranged in vibration compacting, lastblock steel form is closed in maintenance again on top after reaching 1.2Mpa, concrete prefabricated plate is together overturn 180 ° together with template and presstressed reinforcing steel pedestal, removes upper mould and Side shuttering；
E. after maintenance reaches design strength, put tension prestress muscle, transport to the concrete prefabricated plate of on-site hoisting；
For solving the three of above-mentioned technical problem, the technical scheme is that the concrete prefabricated plate directly changing breakage with new concrete prefabricated plate.
The present invention has the advantage that and provides the benefit that compared with constructing with traditional concrete pavement:
Adopt technique scheme, owing to this concrete drainage pavement is to be spliced laying by plate to form so that it is convenient and swift in laying and maintenance；Utilize the reserving hole channel draining on plate, only need segmentation to offer transverse row tank and import house steward；Make in horizontal section peace with one voice without designing horizontal wall inscription, road surface gets final product draining without rainwater well head, improve road-ability and safety；
The method of the invention speed of application is fast, and the impact of the conditions such as climate is less, it is not necessary to on-the-spot maintenance, installation gets final product open to traffic；The prefabrication and lifting construction of the facilities such as excavation and filling side slope skeleton, intercepting ditch, inspection shaft, kerbstone, the labour force that a large amount of saving are manually built by laying bricks or stones can be realized while lifting road surface；Utilize the performance pluses and minuses of high tensile steel wire and concrete material, save material.
Accompanying drawing explanation
Fig. 1 is the concrete prefabricated plate structure schematic diagram of the present invention；
Fig. 2 is the concrete prefabricated plate structure schematic diagram top view of the present invention；
Fig. 3 is the sectional view after the dowel steel decomposition of the present invention；
Fig. 4 is the connecting rod top view of the dowel steel of the present invention；
Fig. 5 is concrete prefabricated plate and the ground sleeper beam connection diagram of the present invention；
Fig. 6 is concrete prefabricated plate and the rhone connection diagram of the present invention；
The concrete prefabricated plate of 1-in figure, 2-dowel steel, 3-ground sleeper beam, 4-rhone, 11-osculum, 12-dowel steel connecting hole, 13-longitudinal direction reserving hole channel, 14-compressor wire, 15-dowel steel resigning hole, 21-connecting rod, 22-bolt, 23-nut, 221-bolt sleeve, 231-nut sleeve, 211-horizontal cross bar, the vertical circular arc wall of 212-, the sealed interior intracavity of 8-, 9-pavement seam filling material.
Detailed description of the invention
Below in conjunction with accompanying drawing, the specific embodiment of the present invention is described further.At this it should be noted that be adapted to assist in for the explanation of these embodiments and understand the present invention, but it is not intended that the restriction to invention.As long as just can be mutually combined additionally, technical characteristic involved in each embodiment of invention described below does not constitute conflict each other.
As shown in Figures 1 to 6, a kind of concrete drainage pavement, including concrete prefabricated plate 1, dowel steel 2, sleeper beam 3, rhone 4, it is spliced laying by some concrete prefabricated plates 1 and forms, adjacent concrete prefabricated plate 1 connects fixing by dowel steel 2, ground sleeper beam 3 is located at the bottom surface of adjacent two block concrete prefabricated chunk 1 stitching portions, and rhone 4 is arranged at the road surface bottom surface being spliced by concrete prefabricated plate 1 at interval；
As shown in Figure 1 and Figure 2, described concrete prefabricated plate 1 is rectangular panel blocks, its upper surface is provided with some vertical osculums 11, surrounding end face is provided with some dowel steel connecting holes 12, dowel steel resigning hole 15, both sides end face is provided with some longitudinal reserving hole channels 13, and longitudinal reserving hole channel 13 is through to both sides end face；Vertically extending to the longitudinal reserving hole channel 13 of osculum 11, connects with longitudinal reserving hole channel 13；Concrete prefabricated plate 1 is internal is additionally provided with some compressor wires 14；Locus is conceded in the installation that dowel steel resigning hole 15 is dowel steel 2.
As shown in Figure 3, Figure 4, described dowel steel 2 includes the bolt 22 in connecting rod 21, bolt 22, nut 23, Fig. 3, nut 23 is sectional view；Connecting rod 21 includes horizontal cross bar 211 and vertical circular arc wall 212, and bolt 22 is provided with the bolt sleeve 221 of annular, and nut 23 is provided with the nut sleeve 231 of annular；After bolt 22 attaching nut 23, bolt sleeve 221 forms a sealed inner chamber 8 with nut sleeve 231 Guan Bi, vertical circular arc wall 212 in described connecting rod 21 is placed in sealed interior intracavity 8, each sealed inner chamber 8 is placed into the vertical circular arc wall 212 of two connecting rods 21 respectively, and the horizontal cross bar 211 of connecting rod 21 connects dowel steel connecting hole 12.
Described rhone 4 is U-shaped drainage channel for cross sectional shape, and its height (absolute altitude) can be identical with ground sleeper beam 3 with material.
For solving the two of above-mentioned technical problem, the construction of a kind of concrete drainage pavement of the present invention, method for repairing and mending be:
Concrete road surface is numbered piecemeal, adopts prefabrication and lifting construction, adopt pre-tensioning system to insert compressor wire 14 in prefabricated section.Concrete method step is:
A. first, road surface is carried out piecemeal numbering by the material property according to the designing requirement on road surface and compressor wire 14, concrete prefabricated plate 1；
B. stretch-draw prestressing force steel wire 14, according to piecemeal numbering precast slab 1, the accurately position of reserved longitudinal dowel steel connecting hole 12；
C. embedding ground sleeper beam 3 in the earth roadbed or blotter filled, accurately controls the end face absolute altitude of ground sleeper beam 3 smooth with filling roadbed；
D. lift the first block concrete prefabricated chunk 1, make concrete prefabricated plate 1 liang correct shelve with on the ground sleeper beam 3 of transverse direction (being perpendicular to road surface bearing of trend)；
E. dowel steel 2 one end of antirust treatment is inserted in dowel steel connecting hole 12, lift by crane the second block concrete prefabricated chunk 1 longitudinally to advance to the first block concrete prefabricated chunk 1, make the other end of dowel steel 2 insert in the dowel steel connecting hole 12 of the second block concrete prefabricated chunk 1；
F. rhone 4 is arranged at the road surface bottom surface being spliced by concrete prefabricated plate 1 at interval, and is in the splicing seams place of adjacent two block concrete prefabricated chunks 1, and the drainage channel of rhone 4 " U " type accepts the hydrops discharged from longitudinal reserving hole channel 13；
G. sleeper beam 3 is arranged at the splicing seams place of adjacent two block concrete prefabricated chunks 1, irrigates waterproof clay material equal with the minimum point of longitudinal reserving hole channel 13, it is prevented that ooze intrusion roadbed under current on ground sleeper beam 3.
H. as said method circulation lifts whole concrete prefabricated plates 1, then open to traffic is got final product with after pavement seam filling material 9 cementation of fissures.
Further, described method to better implement the present invention, reduces earth roadbed requirement of filling, accelerates the speed that bad subgrade processes, can squeeze into concrete prefabricated short tubular piles 3 times at ground sleeper beam.
Further, described method to better implement the present invention, according to concrete by curved draw effect time, concrete prefabricated plate 1 upper portion pressurized, lower tension feature, and bottom tension is mainly undertaken by compressor wire 14, steel pipe can be adopted to loose core method indwelling longitudinal direction reserving hole channel 13 in concrete prefabricated plate 1 bottom, bigger saving concrete material.
Further, on the basis of the present invention, it may be achieved the prefabrication and lifting construction of the facilities such as excavation and filling side slope skeleton, intercepting ditch, inspection shaft, kerbstone, the labour force that quickening speed of application and a large amount of saving are manually built by laying bricks or stones.
As improvement, longitudinal reserving hole channel 13 docking of the adjacent concrete prefabricated chunk 1 of described ground sleeper beam 3 position can adopt fastener for connection, steel pipe fills waterproof, rush-resisting material, the mode installed is identical with the mode that above-mentioned dowel steel 2 is installed, by steel pipe draining without irrigating waterproof clay material on ground sleeper beam 3, equal with longitudinal reserving hole channel 13 minimum point.
As improvement, the setting of described steel pipe, it is possible to be used as part dowel steel 2 and use, that reduces top dowel steel 2 arranges requirement.Meanwhile, steel pipe can disperse the compressive stress of concrete prefabricated plate 1 reserving hole channel on ground sleeper beam 3 position to concentrate, and improves sleeper beam 3 top, the ground concrete prefabricated plate 1 compression capability in reserved longitudinal holes position.
Preferably, the manufacture method of concrete prefabricated plate 1 is: by making specific steel form, when concrete prefabricated plate 1 is prefabricated, the vertical drainage hole 11 of the reserved about 2cm of upper surface pavement, osculum 11 leads directly to longitudinal reserving hole channel 13 of bottom, being pooled in rhone 4 by longitudinal preformed hole position of bottom, hydrops is introduced the chute of highway or the gully of town road by rhone 4.The manufacture method of concrete prefabricated plate 1, comprises the following steps:
A. the requirement according to local rainfall and road surface drainage amount, the size in osculum 11 hole, quantity in design road surface, quincuncial arrangement is above bottom longitudinal direction reserving hole channel 13；
B. the Vertical Curve according to Pavement Design, at the rhone 4 that change of longitudinal grade place and horizontal section subsection setup are horizontal；
C. the requirement according to road surface rag, mills out the steel form of corresponding burr, then according to the size in vertical drainage hole 11, quantity and position at the corresponding round steel of steel form position corresponding above welding；
D. the upset of upper layer steel form is placed on down, and the mode casting concrete prefabricated chunk that bottom presstressed reinforcing steel is arranged in vibration compacting, lastblock steel form is closed in maintenance again on top after reaching 1.2Mpa, concrete prefabricated plate is together overturn 180 ° together with template and presstressed reinforcing steel pedestal, removes upper mould and Side shuttering；
E. after maintenance reaches design strength, put tension prestress muscle, transport to the concrete prefabricated plate 1 of on-site hoisting；
For solving pavement maintenance problem, available new concrete prefabricated plate, directly change damaged concrete prefabricated plate.
Above in association with accompanying drawing, embodiments of the present invention are explained in detail, but the invention is not restricted to described embodiment.For a person skilled in the art, when without departing from the principle of the invention and spirit, these embodiments are carried out multiple change, amendment, replacement and modification, still falls within protection scope of the present invention.
Claims (10)
1. a concrete drainage pavement, including concrete prefabricated plate, dowel steel, sleeper beam, rhone, it is spliced laying by some concrete prefabricated plates and forms, it is characterized in that: adjacent concrete prefabricated plate connects fixing by dowel steel, ground sleeper beam is located at the bottom surface of adjacent two block concrete prefabricated chunk stitching portions, and rhone is arranged at the road surface bottom surface being spliced by concrete prefabricated plate at interval；
Described concrete prefabricated plate is rectangular panel blocks, and its upper surface is provided with some vertical osculums, and surrounding end face is provided with some dowel steel connecting holes, dowel steel resigning hole, and both sides end face is provided with some longitudinal reserving hole channels, and reserving hole channel is through to both sides end face；
Vertically extending to the longitudinal reserving hole channel of osculum, connects with longitudinal reserving hole channel.
2. concrete drainage pavement according to claim 1, it is characterised in that: described dowel steel includes connecting rod, bolt, nut, and connecting rod includes horizontal cross bar and vertical circular arc wall, and bolt is provided with the bolt sleeve of annular, and nut is provided with the nut sleeve of annular；
After bolt attaching nut, bolt sleeve forms a sealed inner chamber with nut sleeve, vertical circular arc wall in described connecting rod is placed in sealed interior intracavity, and each sealed inner chamber is placed into the vertical circular arc wall of two connecting rods respectively, and the horizontal cross bar of connecting rod connects dowel steel connecting hole.
3. concrete drainage pavement according to claim 1 and 2, it is characterised in that: being additionally provided with some compressor wires inside described concrete prefabricated plate, described ground sleeper beam lower surface is provided with concrete prefabricated short tubular piles.
4. concrete drainage pavement according to claim 1 and 2, it is characterised in that: it is U-shaped drainage channel that described rhone is provided with cross sectional shape, and rhone absolute altitude is identical with ground sleeper beam with material.
5. a preparation method for concrete prefabricated plate, comprises the steps:
A. the requirement according to local rainfall and road surface drainage amount, the size of draining hole, quantity in design road surface, quincuncial arrangement is above the longitudinal direction reserving hole channel of bottom；
B. the Vertical Curve (road surface bearing of trend) according to Pavement Design, at change of longitudinal grade place and horizontal section segmentation horizontally set rhone；
C. the requirement according to road surface rag, mills out the steel form of corresponding burr, then according to the size in vertical drainage hole, quantity and position at the corresponding round steel of steel form position corresponding above welding；
D. the upset of upper layer steel form is placed on down, and the mode casting concrete prefabricated chunk that bottom presstressed reinforcing steel is arranged in vibration compacting, lastblock steel form is closed in maintenance again on top after reaching 1.2Mpa, concrete prefabricated plate is together overturn 180 ° together with template and presstressed reinforcing steel pedestal, removes upper mould and Side shuttering；
E. after maintenance reaches design strength, put tension prestress muscle, transport to the concrete prefabricated plate of on-site hoisting.
6. the construction of concrete drainage pavement, a method for repairing and mending, comprise the steps: to be numbered concrete road surface piecemeal, adopts prefabrication and lifting construction, inserts compressor wire in the prefabricated middle employing pre-tensioning system of concrete prefabricated plate；
A. first, road surface is carried out piecemeal numbering by the material property according to the concrete prefabricated plate of the designing requirement on road surface and compressor wire；
B. stretch-draw prestressing force steel wire, according to piecemeal numbering precast concrete prefabricated chunk, the accurately hole location of reserved longitudinal dowel steel；
C. embedding ground sleeper beam in the earth roadbed or blotter filled, accurately controls the end face absolute altitude of ground sleeper beam smooth with filling roadbed；
D. lift the first block concrete prefabricated chunk, make concrete prefabricated plate two ends just be held on horizontal ground sleeper beam；
E. dowel steel one end of antirust treatment is inserted in dowel steel connecting hole, lift by crane the second block concrete prefabricated chunk longitudinally to advance to the first block concrete prefabricated chunk, the other end making dowel steel inserts in the dowel steel connecting hole of the second block concrete prefabricated chunk, by the dowel steel of bolt, the sealed adjacent concrete prefabricated chunk of nut, connect fixing adjacent concrete prefabricated plate.
F. rhone is arranged at the road surface bottom surface being spliced by concrete prefabricated plate at interval, and is in the splicing seams place of adjacent two block concrete prefabricated chunks, and the U-shaped drainage channel of rhone accepts the hydrops discharged from longitudinal reserving hole channel；
G. sleeper beam is arranged at the splicing seams place of adjacent two block concrete prefabricated chunks；
H. method described above circulation lifts whole concrete prefabricated plates, then gets final product open to traffic with after the pavement seam filling material cementation of fissures.
7. the construction of concrete drainage pavement, method for repairing and mending as claimed in claim 6, it is characterised in that: on described ground sleeper beam, irrigate waterproof clay material, equal with the minimum point of longitudinal reserving hole channel, it is prevented that under current, to ooze intrusion roadbed.
8. the construction of concrete drainage pavement, method for repairing and mending as claimed in claim 6, it is characterised in that: longitudinal reserving hole channel docking of described adjacent concrete prefabricated chunk adopts fastener for connection, fills waterproof, rush-resisting material on steel pipe.
9. the construction of concrete drainage pavement, method for repairing and mending as claimed in claim 6, it is characterised in that: described ground sleeper beam lower surface is provided with concrete prefabricated short tubular piles.
10. the construction of concrete drainage pavement, method for repairing and mending as claimed in claim 6, it is characterised in that: when road surface needs to repair, use new concrete prefabricated plate directly to change the concrete prefabricated plate of breakage.
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Cited By (7)
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| CN106381793A (en) * | 2016-08-30 | 2017-02-08 | 中冶天工集团天津有限公司 | Arrangement method for dowel bars of cement-concrete pavement |
| CN107034757A (en) * | 2017-06-02 | 2017-08-11 | 中国航发南方工业有限公司 | The method of construction of town road assembled rigid unit and precast assembly road |
| CN107083730A (en) * | 2017-05-31 | 2017-08-22 | 南昌大学 | A kind of prefabricated PC construction refuse regenerated aggregate road and its construction method |
| CN108374301A (en) * | 2018-02-02 | 2018-08-07 | 南通城欣市政工程有限公司 | Road surface structure and its construction method |
| CN109797618A (en) * | 2019-03-07 | 2019-05-24 | 临沂大学 | A kind of intersection pavement structure quick-replaceable restorative procedure and device |
| CN113201990A (en) * | 2021-04-22 | 2021-08-03 | 中冶南方城市建设工程技术有限公司 | Shrinkage joint inducing device suitable for cement concrete pavement and construction method |
| CN113215896A (en) * | 2021-03-22 | 2021-08-06 | 中铁九局集团有限公司 | Concrete road panel connecting structure and connecting method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2095061A (en) * | 1936-03-16 | 1937-10-05 | Henry A Taubensee | Joint for concrete slabs |
| DE3405628A1 (en) * | 1983-02-19 | 1986-07-10 | Hartmut 5000 Köln Schäfer | Fall protection surface |
| CN201128853Y (en) * | 2007-11-16 | 2008-10-08 | 白凤新 | Floor tile having draining function |
| KR100894568B1 (en) * | 2008-09-24 | 2009-04-24 | 주식회사 태영피씨엠 | A concrete block |
| KR20100012173U (en) * | 2009-06-03 | 2010-12-13 | 윤진한 | Structure in installing a floor |
| CN104612018A (en) * | 2014-12-25 | 2015-05-13 | 东南大学 | Dowel bar with combined structure for cement concrete pavements and durable stitch contracting structure |
-
2016
- 2016-02-03 CN CN201610075791.3A patent/CN105714635B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2095061A (en) * | 1936-03-16 | 1937-10-05 | Henry A Taubensee | Joint for concrete slabs |
| DE3405628A1 (en) * | 1983-02-19 | 1986-07-10 | Hartmut 5000 Köln Schäfer | Fall protection surface |
| CN201128853Y (en) * | 2007-11-16 | 2008-10-08 | 白凤新 | Floor tile having draining function |
| KR100894568B1 (en) * | 2008-09-24 | 2009-04-24 | 주식회사 태영피씨엠 | A concrete block |
| KR20100012173U (en) * | 2009-06-03 | 2010-12-13 | 윤진한 | Structure in installing a floor |
| CN104612018A (en) * | 2014-12-25 | 2015-05-13 | 东南大学 | Dowel bar with combined structure for cement concrete pavements and durable stitch contracting structure |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106381793A (en) * | 2016-08-30 | 2017-02-08 | 中冶天工集团天津有限公司 | Arrangement method for dowel bars of cement-concrete pavement |
| CN107083730A (en) * | 2017-05-31 | 2017-08-22 | 南昌大学 | A kind of prefabricated PC construction refuse regenerated aggregate road and its construction method |
| CN107034757A (en) * | 2017-06-02 | 2017-08-11 | 中国航发南方工业有限公司 | The method of construction of town road assembled rigid unit and precast assembly road |
| CN107034757B (en) * | 2017-06-02 | 2019-10-22 | 中国航发南方工业有限公司 | The method of construction of town road assembled rigid unit and precast assembly road |
| CN108374301A (en) * | 2018-02-02 | 2018-08-07 | 南通城欣市政工程有限公司 | Road surface structure and its construction method |
| CN109797618A (en) * | 2019-03-07 | 2019-05-24 | 临沂大学 | A kind of intersection pavement structure quick-replaceable restorative procedure and device |
| CN113215896A (en) * | 2021-03-22 | 2021-08-06 | 中铁九局集团有限公司 | Concrete road panel connecting structure and connecting method |
| CN113201990A (en) * | 2021-04-22 | 2021-08-03 | 中冶南方城市建设工程技术有限公司 | Shrinkage joint inducing device suitable for cement concrete pavement and construction method |
| CN113201990B (en) * | 2021-04-22 | 2023-05-30 | 中冶南方城市建设工程技术有限公司 | Shrinkage joint inducing device suitable for cement concrete pavement and construction method |
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