CN107142839B - A kind of attachment device of pile slab structure floorings and roadbed - Google Patents
A kind of attachment device of pile slab structure floorings and roadbed Download PDFInfo
- Publication number
- CN107142839B CN107142839B CN201710543227.4A CN201710543227A CN107142839B CN 107142839 B CN107142839 B CN 107142839B CN 201710543227 A CN201710543227 A CN 201710543227A CN 107142839 B CN107142839 B CN 107142839B
- Authority
- CN
- China
- Prior art keywords
- roadbed
- cast
- upside
- cushion block
- thickness
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- 239000004567 concrete Substances 0.000 claims abstract description 30
- 231100001004 fissure Toxicity 0.000 claims abstract description 19
- 229920002635 polyurethane Polymers 0.000 claims abstract description 16
- 239000004814 polyurethane Substances 0.000 claims abstract description 16
- 239000011384 asphalt concrete Substances 0.000 claims abstract description 15
- 229920000728 polyester Polymers 0.000 claims abstract description 14
- 239000004744 fabric Substances 0.000 claims abstract description 13
- 239000000835 fiber Substances 0.000 claims abstract description 13
- 239000011380 pervious concrete Substances 0.000 claims description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- 239000011248 coating agent Substances 0.000 claims 1
- 238000000576 coating method Methods 0.000 claims 1
- 239000006071 cream Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 12
- 239000002689 soil Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000010426 asphalt Substances 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 201000010099 disease Diseases 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 230000001737 promoting Effects 0.000 description 2
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 210000001503 Joints Anatomy 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 235000015450 Tilia cordata Nutrition 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- QGZKDVFQNNGYKY-UHFFFAOYSA-N ammonia Chemical compound N QGZKDVFQNNGYKY-UHFFFAOYSA-N 0.000 description 1
- 230000000903 blocking Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000000875 corresponding Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 201000009910 diseases by infectious agent Diseases 0.000 description 1
- 150000002148 esters Chemical class 0.000 description 1
- JOYRKODLDBILNP-UHFFFAOYSA-N ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000033764 rhythmic process Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
-
- 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
- E01C11/226—Coherent pavings
-
- 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
-
- 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
- E01C3/00—Foundations for pavings
Abstract
A kind of attachment device of pile slab structure floorings and roadbed is related to highway and builds new technical field, including plain concrete cushion layer, cushion block, beam slab, former roadbed, drainage network, the polyurethane cementation of fissures, cast-in-place piece, polyester fiber cloth and asphalt concrete pavement；The upper outside position of plain concrete cushion layer is arranged in cushion block, beam slab is fixed at the upside of cushion block, former roadbed is arranged in plain concrete cushion layer inner side, lap belt is poured after being provided between beam slab and former roadbed, drainage network is arranged on the lateral surface of former roadbed, the outside of drainage network is arranged in the polyurethane cementation of fissures, cast-in-place piece is cast between cushion block, beam slab and the polyurethane cementation of fissures, the upside of beam slab, cast-in-place piece and former roadbed is arranged in polyester fiber cloth, and asphalt concrete pavement is laid on the upside of polyester fiber cloth.Globality of the present invention is preferable, and construction is simple is saved the area, and surrounding enviroment are influenced with small, prefabricated construction degree height, short construction period, good economy performance.
Description
Technical field:
The present invention relates to highways to build new technical field, and in particular to a kind of company of pile slab structure floorings and roadbed
Connection device.
Background technique:
With the development of Modern Traffic science and technology and information technology, work and the accelerating rhythm of life, people are to fast and easy
The cry of trip is higher and higher.In recent years, China increases infrastructure construction speed, but as urbanization scale continues to increase,
Increased population, corresponding volume of transport and car quantity rapid growth, urban traffic blocking and environmental protection problem are got over
It more protrudes, mass rapid highway reconstruction and expansion is extremely urgent.
There are problems, such as expropriation of land difficulty, the amount of banketing are big for conventional reorganization and expansion method；Long construction period, social shadow
It rings big；Environment is polluted, not environmentally etc..Common solution has: stake plate type retaining wall, halfway up the hill half-bridge, pile slab structure etc., but all
The defects such as there are restricted applications, and cost is higher, and assembling degree is low.
Peg board formula roadbed is being saved the area, and construction period is shortened, and has huge advantage in terms of reducing construction infection, to week
Surrounding environment influences small, prefabricated construction degree height, short construction period, good economy performance, with very big promotional value.Pile slab structure road
Base is mainly made of part-structures such as reinforced concrete bridge deck plate, steel bar concrete pile, bent cap and inter-pile soils.For how to have
Effect connects each component, is to be worth the problem of inquiring into especially by floorings and roadbed lateral connection.
Summary of the invention:
The invention reside in defect existing in the prior art is overcome, a kind of good integrity, the peg board knot of construction is simple are provided
The attachment device of structure floorings and roadbed.
The following technical solution is employed for the technical problems to be solved by the invention to realize:
A kind of attachment device of pile slab structure floorings and roadbed, it is characterised in that: including plain concrete cushion layer, cushion block,
Beam slab, former roadbed, drainage network, the polyurethane cementation of fissures, cast-in-place piece, polyester fiber cloth and asphalt concrete pavement；The cushion block is set
It sets in the upper outside position of plain concrete cushion layer, the beam slab is fixed at the upside of cushion block, and the former roadbed is set
It sets and pours lap belt, the drainage network after being provided between plain concrete cushion layer inner side, the beam slab and former roadbed
It is arranged on the lateral surface of former roadbed and is poured in lap belt after being located at, the outside of drainage network is arranged in the polyurethane cementation of fissures,
Described cast-in-place piece is cast between cushion block, beam slab and the polyurethane cementation of fissures, and the polyester fiber cloth is arranged in beam slab, cast-in-place piece
With the upside of former roadbed, the asphalt concrete pavement is laid on the upside of polyester fiber cloth.
The polyurethane cementation of fissures with a thickness of 1cm, the drainage network with a thickness of 2cm, cast-in-place piece of the width
Degree is 95cm.
The width of the cushion block is 30cm.
Weeper drain, the interval between the weeper drain are laterally evenly arranged on the upside of the plain concrete cushion layer
Distance is 3m.
Pervious concrete bed course is provided on the upside of the asphalt concrete pavement.
The asphalt concrete pavement is with a thickness of 1mm or more.
The pervious concrete bed course with a thickness of 20cm, the plain concrete cushion layer with a thickness of 10cm.
The present invention is handled disease old road roadbed, is such as tamped after existing roadbed is excavated to base surface
With grouting etc., meet the requirements after-pouring blinding concrete.Blinding concrete is divided into two layers, and upper layer is the permeable coagulation of 20cm thickness C20
Soil padding, lower layer are the impermeable water subfill of 10cm thickness plain concrete, and emulsified asphalt waterproof layer is arranged between two layers of bed course.Mat surface
One of weeper drain is arranged in every 3m.Lap belt is poured after 95cm wide is set between floorings and existing roadbed, is set on the outside of lap belt
Set 30cm wide cushion block.The expansion joint 1cm is set between Bars In Poured Concrete Slab transverse direction and cement stabilized macadam, with the highly-elastic urethane cementation of fissures.High-elastic poly- ammonia
2cm thickness three-dimensional water discharge geonet is laid on the inside of the ester cementation of fissures.
The pervious concrete requires water penetration to be not less than 1mm/s, logical to form water draining between good lateral supercrust
Road, emulsified asphalt waterproof layer film thickness are not less than 1mm.For treated disease old road roadbed, it is desirable that the comprehensive rebound mould in its top surface
Amount is not less than 80MPa.The comprehensive modulus of resilience in roadbed top surface should be verified using drop hammer deflection meter, such as fallen short of the target and wanted
It asks, then the embankment for coping with roadbed and deeper continues to handle, until can pour blinding concrete not after meeting the requirements
It is able to increase blinding concrete thickness to replace roadbed to handle.
Advantageous effects of the invention: globality of the present invention is preferable, and construction is simple is saved the area, to surrounding enviroment
Influence small, prefabricated construction degree height, short construction period, good economy performance, with very big promotional value.
Detailed description of the invention:
Fig. 1 is schematic structural view of the invention；
Fig. 2 is partial enlargement structural representation of the present invention；
Serial number in above-mentioned figure: 1- asphalt concrete pavement, 2- polyester fiber cloth, the 3- polyurethane cementation of fissures, the drainage network 4-, 5- beam
Plate, 6- cushion block, cast-in-place piece of 7-, 8- weeper drain, 9- plain concrete cushion layer.
Specific embodiment:
In order to realize the present invention technological means, create new feature, reach purpose and effect is easy to understand, below
In conjunction with being specifically illustrating, the present invention is further explained.
Embodiment one
As depicted in figs. 1 and 2,
A kind of attachment device of pile slab structure floorings and roadbed, including plain concrete cushion layer 9, cushion block 6, beam slab 5, Yuan Lu
Base 10, drainage network 4, the polyurethane cementation of fissures 3, cast-in-place piece 7, polyester fiber cloth 2 and asphalt concrete pavement 1；The setting of cushion block 6 is mixed in element
The upper outside position of solidifying soil padding 9, beam slab 5 are fixed at the upside of cushion block 6, and former roadbed 10 is arranged in plain concrete cushion layer
9 inner sides pour lap belt after being provided between beam slab 5 and former roadbed 10, and drainage network 4 is arranged on the lateral surface of former roadbed 10
And poured in lap belt after being located at, the polyurethane cementation of fissures 3 is arranged in the outside of drainage network 4, cast-in-place piece 7 be cast in cushion block 6, beam slab 5 with
Between the polyurethane cementation of fissures 3, the upside of beam slab 5, cast-in-place piece 7 and former roadbed 10, asphalt concrete pavement is arranged in polyester fiber cloth 2
1 is laid on the upside of polyester fiber cloth 2.
The polyurethane cementation of fissures 3 with a thickness of 1cm, drainage network 4 with a thickness of 2cm, cast-in-place piece 7 of width is 95cm.Cushion block 6
Width is 30cm.9 upside of plain concrete cushion layer is laterally evenly arranged with weeper drain 8, and the spacing distance between weeper drain 8 is
3m.The upside of asphalt concrete pavement 1 is provided with pervious concrete bed course.Asphalt concrete pavement is with a thickness of 1mm or more.It is permeable
Concrete cushion with a thickness of 20cm, plain concrete cushion layer 9 with a thickness of 10cm.
Before concrete cast-in-situ, cement stabilized macadam, lime soil contact face smear pitch, the seam top surface pitch cementation of fissures.Envelope
Layer must covering joints.Top surface is laid with Fibergrass polyester mat at lap side seam, and wide 3m prevents reflection cracking in a pavement.On former roadbed 10
Original corrugated beam barrier is cut to peg board back plate, pours together with peg board beam Cast-in-Situ Segment, inside filling plain concrete.It is interior
Side second row fence upright discards column with other and carries out inserting piling.
The above shows and describes the basic principles and main features of the present invention and the advantages of the present invention.The technology of the industry
Personnel are it should be appreciated that the present invention is not limited to the above embodiments, and the above embodiments and description only describe this
The principle of invention, without departing from the spirit and scope of the present invention, various changes and improvements may be made to the invention, these changes
Change and improvement all fall within the protetion scope of the claimed invention.The claimed scope of the invention by appended claims and its
Equivalent thereof.
Claims (6)
1. a kind of attachment device of pile slab structure floorings and roadbed, it is characterised in that: including plain concrete cushion layer, cushion block, beam
Plate, former roadbed, drainage network, the polyurethane cementation of fissures, cast-in-place piece, polyester fiber cloth and asphalt concrete pavement；The cushion block setting
In the upper outside position of plain concrete cushion layer, the beam slab is fixed at the upside of cushion block, the former roadbed setting
Lap belt is poured after being provided between plain concrete cushion layer inner side, the beam slab and former roadbed, the drainage network is set
It sets on the lateral surface of former roadbed and is poured in lap belt after being located at, the outside of drainage network, institute is arranged in the polyurethane cementation of fissures
Cast-in-place piece stated is cast between cushion block, beam slab and the polyurethane cementation of fissures, the described polyester fiber cloth setting beam slab, cast-in-place piece and
The upside of former roadbed, the asphalt concrete pavement are laid on the upside of polyester fiber cloth, and blinding concrete is divided into two layers, on
Layer is 20cm thickness C20 pervious concrete bed course, and lower layer is the impermeable water subfill of 10cm thickness plain concrete, and cream is arranged between two layers of bed course
Change bituminous water-proof coating, be laterally evenly arranged with weeper drain on the upside of the plain concrete cushion layer, between the weeper drain
Spacing distance be 3m.
2. the attachment device of a kind of pile slab structure floorings and roadbed according to claim 1, it is characterised in that: described
The polyurethane cementation of fissures with a thickness of 1cm, the drainage network with a thickness of 2cm, cast-in-place piece of the width is 95cm.
3. the attachment device of a kind of pile slab structure floorings and roadbed according to claim 1 or 2, it is characterised in that: institute
The width for the cushion block stated is 30cm.
4. the attachment device of a kind of pile slab structure floorings and roadbed according to claim 1, it is characterised in that: described
Pervious concrete bed course is provided on the upside of asphalt concrete pavement.
5. the attachment device of a kind of pile slab structure floorings and roadbed according to claim 4, it is characterised in that: described
Asphalt concrete pavement is with a thickness of 1mm or more.
6. the attachment device of a kind of pile slab structure floorings and roadbed according to claim 5, it is characterised in that: described
Pervious concrete bed course with a thickness of 20cm, the plain concrete cushion layer with a thickness of 10cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710543227.4A CN107142839B (en) | 2017-07-05 | 2017-07-05 | A kind of attachment device of pile slab structure floorings and roadbed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710543227.4A CN107142839B (en) | 2017-07-05 | 2017-07-05 | A kind of attachment device of pile slab structure floorings and roadbed |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107142839A CN107142839A (en) | 2017-09-08 |
| CN107142839B true CN107142839B (en) | 2019-08-23 |
Family
ID=59785238
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710543227.4A Active CN107142839B (en) | 2017-07-05 | 2017-07-05 | A kind of attachment device of pile slab structure floorings and roadbed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107142839B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113073538A (en) * | 2021-03-17 | 2021-07-06 | 安徽省交通规划设计研究总院股份有限公司 | High pile plate-soil combined road |
| CN113389150B (en) * | 2021-07-22 | 2022-08-09 | 山东省交通规划设计院集团有限公司 | Highway reconstruction and extension construction method for expanded bridge road section |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101691724A (en) * | 2009-09-17 | 2010-04-07 | 西南交通大学 | Liquefied soil foundation quake-proof road-bridge transition section structure of ballastless track of high-speed railway |
| JP6201929B2 (en) * | 2014-08-12 | 2017-09-27 | Ｊｆｅスチール株式会社 | Abutment scour prevention structure |
| CN204418003U (en) * | 2014-12-12 | 2015-06-24 | 苏州规划设计研究院股份有限公司 | A kind of bridge platform post processing combined system |
| KR101741044B1 (en) * | 2015-01-07 | 2017-05-29 | 주식회사 포스코건설 | Settlement adjusting apparatus and settlement adjusting maintenance method for earthwork connecting portion |
| CN204401447U (en) * | 2015-01-27 | 2015-06-17 | 重庆交通大学 | A kind of structure preventing bumping at bridge-head |
| CN204644799U (en) * | 2015-05-12 | 2015-09-16 | 中铁第一勘察设计院集团有限公司 | A kind of four line ballastless track roadbed pile slab structure |
| CN106835880A (en) * | 2017-01-23 | 2017-06-13 | 安徽省交通规划设计研究总院股份有限公司 | Highway lateral support type peg board formula is without earth roadbed |
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2017
- 2017-07-05 CN CN201710543227.4A patent/CN107142839B/en active Active
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| Publication number | Publication date |
|---|---|
| CN107142839A (en) | 2017-09-08 |
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