CN105064159B - A kind of concrete road of Fast Installation - Google Patents
A kind of concrete road of Fast Installation Download PDFInfo
- Publication number
- CN105064159B CN105064159B CN201510486778.2A CN201510486778A CN105064159B CN 105064159 B CN105064159 B CN 105064159B CN 201510486778 A CN201510486778 A CN 201510486778A CN 105064159 B CN105064159 B CN 105064159B
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- CN
- China
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- prefabricated board
- parts
- shearing resistance
- steel
- strand wires
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Ceramic Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Road Paving Structures (AREA)
Abstract
The present invention discloses a kind of concrete road of Fast Installation, including four prefabricated boards, and the both sides of described prefabricated board are provided between the hole for placing steel strand wires, adjacent prefabricated board and connected by steel strand wires;The a diameter of 14.50mm of steel hinge line, four sides of described prefabricated board are respectively provided between the hole with placement steel strand wires, adjacent prefabricated board to be connected by steel strand wires;Four prefabricated boards using steel hinge line and constitute a road surface unit by steel connecting plate band on the outside of prefabricated board;Prefabricated board between adjacent is also equipped with connecting bond structure, described connection bond structure includes the convex key of shearing resistance and the recessed key of shearing resistance cooperated, and the material of described prefabricated board is cement, flyash, sand, water, nylon fiber, calcium metasilicate, neopelex, carborundum powder.
Description
Technical field
The present invention relates to a kind of concrete road of Fast Installation.
Background technology
China's economy is currently under high-speed development period, the annual road for building a large amount of various grades, wherein very big one
It is concrete road to divide.Country's concrete road mainly uses cast-in-place concrete construction technique, it is necessary to which live formwork supporting plate, is tied up at present
Wire-tie, casting concrete, the work progress such as concrete curing.It is mainly as follows to there is drawback in cast-in-place concrete production technology：
Low production efficiency, expends substantial amounts of human resources, long construction period.Site operation mainly uses manual work, production
Quality is difficult to ensure.Big for environment pollution, poured in place concrete produces noise, sewage, the environmental pollution such as waste material.Tear open on road surface
When removing or discarding, ground surface material formation building waste, it is impossible to reuse, cause the wasting of resources.Climate influence of constructing is big.Rain
Season and cold season unfavorable construction, cause the seasonal downtime longer.Therefore, the disadvantage mentioned above of cast-in-place concrete road, into
To restrict the bottleneck of concrete road industrialization development.
And precast concrete road has the advantage that：
1）Production efficiency is high, saves human resources, is advantageously implemented road engineering industrialization.Precast concrete road is in work
Factory's mechanization production component, site machineryization is installed, and production efficiency is far above the artificial production in scene, and change builder is industry work
People, lifts industry industrialization level.
2）Construction period is short, reduces Climatic risk.Precast concrete road in-site installation weatherproof, winter still may be used
Construction, and without concrete curing, the road construction cycle is substantially reduced, reduce because of the economic loss that climate change is brought.
3）Meet civilized construction and environmental requirement.Precast concrete road in-site installation is noiseless, sewage, airborne dust, can protect
The good operating environment in job site is held, it is small to surrounding environment influence.
4）Good product quality.Precast concrete road product is factory's shaping standard metaplasia production, realizes Specialty Design, makes
Make, the cast-in-place concrete road than making in product quality and security performance is more guaranteed.
5）Resource utilization is high, is conducive to social sustainable development.Precast concrete road, which can be realized, disassembles reuse,
When road needs to remove or moved, concrete pavement slab can disassemble resettlement and reuse.And concrete dirt road
Industrial waste and circular regeneration material, to economizing on resources, energy-saving and emission-reduction meaning weight can be largely used in the process of factory production of road
Greatly, social sustainable development is conducive to.
It is contemplated that：Industrialized level is higher, the precast concrete road of better quality by be road engineering development side
To.Promoting the use of to lifting road engineering industry level for precast concrete road, reduces construction cost, accelerates construction week
Phase, reducing Construction on Environment influence all has positive role.
The content of the invention
In view of the above-mentioned problems of the prior art, the present invention is provided, the invention provides a kind of pin-connected panel Pre-coagulation dirt road
Road.The road includes concrete pavement slab, and road deck is prefabricated in processing factory, is transported to job site positioning assembly, road surface
Slab geomitry size, is determined according to the number of track-lines and design grade of design requirement.
To achieve these goals, the technical solution adopted by the present invention is：A kind of concrete road of Fast Installation, four
Individual prefabricated board, the both sides of described prefabricated board, which are provided between the hole for placing steel strand wires, adjacent prefabricated board, passes through steel
Twisted wire is connected;The a diameter of 14.50mm of steel hinge line,
Four sides of described prefabricated board, which are respectively provided between the hole with placement steel strand wires, adjacent prefabricated board, passes through steel strand wires
Connection;
Four prefabricated boards using steel hinge line and constitute a road surface unit by steel connecting plate band on the outside of prefabricated board;
Prefabricated board between adjacent is also equipped with connecting bond structure, and described connection bond structure includes the shearing resistance cooperated
Convex key and the recessed key of shearing resistance;
The convex key of described shearing resistance, which is one, has the pedestal of the raised conical surface；The recessed key of described shearing resistance, which is one, has depression cone
The pedestal in face, the raised conical surface can be with depression cone match.
Two medial extremitys of described prefabricated board are mounted on the convex key of shearing resistance, and the side for corresponding prefabricated board is provided with
The recessed key of shearing resistance.
The convex key of described shearing resistance and the recessed key of shearing resistance are embedded into prefabricated board side respectively, and are welded with anchor rib.
One block of rubber slab is set between described steel connecting plate band and prefabricated board plate contact surface.
Yellow sand is filled with gap between adjacent prefabricated board.
The material of described prefabricated board, is calculated by weight to 400-450 parts of cement, 40-90 parts of flyash, sand 600-700
Part, 100 parts of water, 0.2-0.4 parts of nylon fiber, 10-15 parts of calcium metasilicate, 10-13 parts of neopelex, carborundum
11-16 parts of powder.
The beneficial aspects of the present invention：
The road includes concrete pavement slab, and road deck is prefabricated in processing factory, is transported to job site positioning assembled.
Road deck physical dimension, is determined according to the number of track-lines and design grade of design requirement.
For road surface plate convenient transportation, quick for installation, plate is divided into multiple by the ratio according to road deck short side and long side
Species and model.
To ensure that fracture, breakage, the linkage interface between plate and plate do not occur under heavy-duty vehicle repeated action for road deck
Place, there is provided some anti-shearing connecting keys of positioning.
To give full play to the bearing capacity of every block of plate, the present invention uses soap-free emulsion polymeization post-tensioned prestressing steel hinge line, and passes through plate
Outside steel connecting plate band, an organic whole is connected into by adjacent four blocks of plates.
Under buffering heavy-duty vehicle repeated actions, 10-15mm gaps to be reserved at linkage interface, are filled with yellow ground, shape
Into being flexible coupling.
Using special concrete batching, the prefabricated board made has preferable frost resistance.
Brief description of the drawings
Fig. 1 is schematic diagram of the present invention.
Fig. 2 is Fig. 1 sectional views.
Fig. 3 is connecting key structural representation.
1st, prefabricated board, 2, steel strand wires, 3, steel connecting plate band, 4, stretching end anchorage, 5, fixing end anchorage, 6, hole, 7, even
Connect bond structure, 8, anchor rib, 71, the convex key of shearing resistance, 72, the recessed key of shearing resistance.
Embodiment
1 the invention will be further described below in conjunction with the accompanying drawings.
As shown in figure 1, a kind of concrete road of Fast Installation, the road surface unit laying for having multiple arrangements is formed, each
Road surface unit includes 4 pieces of prefabricated boards 1, and the both sides of described prefabricated board 1 are provided with the hole 6 for placing steel strand wires 2, adjacent
Connected between prefabricated board 1 by steel strand wires.In order to preferably increase intensity, four sides of prefabricated board are respectively provided with placement steel strand wires
Hole, connected by steel strand wires 2 between adjacent prefabricated board, have 3 to 4 steel strand wires companies result in formation of each piece of prefabricated board
Connect, enhance road surface unit resistance to overturning,
During processing factory's prefabricated board, the concrete pressure-bearing position being in contact in steel connecting plate band 3 with concrete slab is buried respectively
If one of helical form stirrup and the road of reinforcing bar weld tabs three, to strengthen concrete Local bearing capacity.Prefabricated board is prefabricated in processing factory, is transported to
Job site positioning is assembled.Prefabricated board physical dimension, is determined according to the number of track-lines and design grade of design requirement.To design etc.
The higher concrete road surface of level, should combine local engineering geology and water wave related data, according to relevant test stone, rule before laying
Whether model, meet design document requirement to its roadbed and checked and checked and accepted.
Prefabricated board is made using armored concrete, and template can use set shaped steel formwork, and reserving hole channel is should be noted during making, is resisted
Cut pre-buried key and inspection shaft openings position and size is accurate.Prefabricated board is divided into multiple models, so as to scale standardized production.Foundation
Prefabricated board short side and the lenth ratio on long side are divided into multiple species（Such as：A, B, C class）, each species is long according to prefabricated board short side
Degree is divided into multiple models（Such as：A2000, B2250, C2500 model）；According to highway layout width, matching somebody with somebody for different model is selected
Cover product and carry out assembly.
Prefabricated board between adjacent is also equipped with connecting bond structure 7, and described connection bond structure 7 includes the anti-of mutual cooperation
Cut convex key 71 and the recessed key 72 of shearing resistance.Connection bond structure 7 has several, uniform arrangement be arranged on two adjacent prefabricated boards 1 it
Between,
Two medial extremitys of described prefabricated board are mounted on the convex key of shearing resistance, and the side for corresponding prefabricated board is provided with
The recessed key of shearing resistance.
This cone structure show that its shearing stress effect is especially good through overtesting,
The convex key of described shearing resistance and the recessed key of shearing resistance are embedded into prefabricated board side respectively, and are welded with anchor rib, firmly simultaneously
And it is easy for installation.
One block of rubber slab is set between described steel connecting plate band 3 and the contact surface of prefabricated board plate 1.Prevention is applied to steel hinge line
Plus during stress, cause road deck outer surface to produce local damage.
The a diameter of 14.50mm of steel hinge line, steel hinge line standard pull tension intensity level is 1860 N/mm2, by two ends anchorage by steel
Hinge line is anchored in the outside of steel connecting plate band.
The method for stretching of presstressed reinforcing steel：, should be using steel of two tensioning equipments to the end of same plate two in stretching process
Twisted wire carries out tensioning simultaneously.After tensioning is finished, the steel hinge line outside exposure, anchorage are wrapped up with butter, plastic foil in time
Preservative treatment
The convex key of described shearing resistance, which is one, has the pedestal of the raised conical surface；The recessed key of described shearing resistance, which is one, has depression cone
The pedestal in face, the raised conical surface can be with depression cone match.
Between steel connecting plate band 3 and road deck contact surface, the thick rubber slabs of one piece of 5mm are set, prevention applies to steel hinge line
During stress, road deck outer surface is caused to produce local damage.Yellow sand, overall shape are filled with gap between adjacent prefabricated board
It is flexible coupling into one, anti-extrusion effect is good.
The material of above-mentioned prefabricated board, is calculated by weight to 400-450 parts of cement, 40-90 parts of flyash, sand 600-700
Part, 100 parts of water, 0.2-0.4 parts of nylon fiber, 10-15 parts of calcium metasilicate, 10-13 parts of neopelex, carborundum
11-16 parts of powder.Above-mentioned formula frost resistance performance more preferably, melts circulation mass loss rate low.
Embodiment 1：450 parts of cement, 60 parts of flyash, 630 parts of sand, 100 parts of water, 0.2 part of nylon fiber, calcium metasilicate
125 parts, 13 parts of neopelex, 15 parts of carborundum powder
Comparative example 1：450 parts of cement, 60 parts of flyash, 630 parts of sand, 100 parts of water.
Comparative example 2：450 parts of cement:, 630 parts of sand, 100 parts of water.
Comparative example 3：450 parts of cement, 630 parts of sand, 100 parts of water, 15 parts of carborundum powder.
Four kinds of concrete have mass loss after Frozen-thawed cycled, and the mass loss rate of embodiment concrete is compared with comparative example 1-3
Concrete is low, and when circulating 200 times, the mass loss rate of normal concrete is more than 8.5%, and comparative example concrete is only
6.2%.Embodiment 1 has preferable frost resistance.
The method for stretching of presstressed reinforcing steel：For in stretching process, the gap between plate keep one to, be easy to yellow ground joint filling, should
Tensioning is carried out simultaneously to the steel strand wires at the end of same plate two using two tensioning equipments.After tensioning is finished, to the steel outside exposure
Hinge line, anchorage carry out wrapping preservative treatment with butter, plastic foil in time.
Claims (4)
1. a kind of concrete road of Fast Installation, it is characterised in that including four prefabricated boards, the both sides of described prefabricated board are equal
It is provided between the hole for placing steel strand wires, adjacent prefabricated board and is connected by steel strand wires;The a diameter of 14.50mm of steel hinge line,
Four sides of described prefabricated board are respectively provided between the hole with placement steel strand wires, adjacent prefabricated board and connected by steel strand wires;Four
Individual prefabricated board using steel hinge line and constitutes a road surface unit by steel connecting plate band on the outside of prefabricated board;It is pre- between adjacent
Making sheet is also equipped with connecting bond structure, and described connection bond structure includes the convex key of shearing resistance and the recessed key of shearing resistance cooperated, described
The convex key of shearing resistance be a pedestal with the raised conical surface；The recessed key of described shearing resistance, which is one, has the pedestal of the depression conical surface, convex
Playing the conical surface can be with depression cone match, and the material of described prefabricated board is cement, flyash, sand, water, nylon fiber, inclined silicon
Sour calcium, neopelex, carborundum powder, the material of described prefabricated board, are calculated by weight to 450 parts of cement, fine coal
60 parts of ash, 630 parts of sand, 100 parts of water, 0.2 part of nylon fiber, 125 parts of calcium metasilicate, 13 parts of neopelex, carbonization
15 parts of silica flour, two medial extremitys of described prefabricated board are mounted on the convex key of shearing resistance, and the side for corresponding prefabricated board is installed
There is the recessed key of shearing resistance.
2. a kind of concrete road of Fast Installation according to claim 1, it is characterised in that the convex key of described shearing resistance and
The recessed key of shearing resistance is embedded into prefabricated board side respectively, and is welded with anchor rib.
3. a kind of concrete road of Fast Installation according to claim 1, it is characterised in that described steel connecting plate
One block of rubber slab is set between band and prefabricated board plate contact surface.
4. the concrete road of a kind of Fast Installation according to claim 1, it is characterised in that between adjacent prefabricated board
Gap in be filled with yellow sand.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710266943.2A CN107059524A (en) | 2015-08-11 | 2015-08-11 | A kind of freeze proof Fast Installation concrete road |
| CN201510486778.2A CN105064159B (en) | 2015-08-11 | 2015-08-11 | A kind of concrete road of Fast Installation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510486778.2A CN105064159B (en) | 2015-08-11 | 2015-08-11 | A kind of concrete road of Fast Installation |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710266943.2A Division CN107059524A (en) | 2015-08-11 | 2015-08-11 | A kind of freeze proof Fast Installation concrete road |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105064159A CN105064159A (en) | 2015-11-18 |
| CN105064159B true CN105064159B (en) | 2017-09-01 |
Family
ID=54493647
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710266943.2A Pending CN107059524A (en) | 2015-08-11 | 2015-08-11 | A kind of freeze proof Fast Installation concrete road |
| CN201510486778.2A Active CN105064159B (en) | 2015-08-11 | 2015-08-11 | A kind of concrete road of Fast Installation |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710266943.2A Pending CN107059524A (en) | 2015-08-11 | 2015-08-11 | A kind of freeze proof Fast Installation concrete road |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN107059524A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106012751A (en) * | 2016-06-13 | 2016-10-12 | 上海建工七建集团有限公司 | Integrated prefabricating construction method for roads, drainage ditches and foundations of enclosing walls |
| CN112609527A (en) * | 2020-12-16 | 2021-04-06 | 中铁十一局集团第五工程有限公司 | Invisible joint and hoisting hole site steel fiber concrete pavement slab and fabricated pavement |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2243637A (en) * | 1990-04-30 | 1991-11-06 | Heng Beng Lam | Method of constructing a roadway |
| CN102535295A (en) * | 2012-03-21 | 2012-07-04 | 长安大学 | Fabricated prestressed heat-resistant cement concrete pavement and construction process thereof |
| CN202718022U (en) * | 2012-06-14 | 2013-02-06 | 长安大学 | Fabricated type prestressed concrete pavement |
| CN203923831U (en) * | 2014-07-07 | 2014-11-05 | 刘浦贵 | A kind of ladder type concrete member prestressing force assembling roadbed |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1011756A1 (en) * | 1981-12-31 | 1983-04-15 | Ленинградская Ордена Ленина Лесотехническая Академия Им.С.М.Кирова | Butt joint of knock-down prefabricated paving of ferroconcrete slab |
| CN203684027U (en) * | 2013-12-24 | 2014-07-02 | 深圳市建工集团股份有限公司 | Prefabricated assembled temporary road for building operations |
| CN104594210B (en) * | 2015-01-19 | 2016-04-13 | 肖礼经 | A kind of concrete prefabricated board and its preparation method and application |
-
2015
- 2015-08-11 CN CN201710266943.2A patent/CN107059524A/en active Pending
- 2015-08-11 CN CN201510486778.2A patent/CN105064159B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2243637A (en) * | 1990-04-30 | 1991-11-06 | Heng Beng Lam | Method of constructing a roadway |
| CN102535295A (en) * | 2012-03-21 | 2012-07-04 | 长安大学 | Fabricated prestressed heat-resistant cement concrete pavement and construction process thereof |
| CN202718022U (en) * | 2012-06-14 | 2013-02-06 | 长安大学 | Fabricated type prestressed concrete pavement |
| CN203923831U (en) * | 2014-07-07 | 2014-11-05 | 刘浦贵 | A kind of ladder type concrete member prestressing force assembling roadbed |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105064159A (en) | 2015-11-18 |
| CN107059524A (en) | 2017-08-18 |
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Inventor after: Ding Xiaoyuan Inventor after: Zhang Yancong Inventor after: Zhou Lei Inventor after: Chen Yuanxin Inventor after: Liu Jiangbo Inventor after: Zeng Facai Inventor after: Zhou Shikai Inventor after: Chen Junli Inventor after: Deng Fang Inventor after: Wen Anwen Inventor before: Sun Xin |
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Effective date of registration: 20170803 Address after: 570208 Hainan Province, Haikou City Road Haidian five No. 28 10 floor Applicant after: Haikou municipal engineering design and Research Institute Address before: Gehu Lake Road Wujin District 213100 Jiangsu city of Changzhou province No. 1 Changzhou University Applicant before: Sun Xin |
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Address after: 10 / F, 28 Haidian Wuxi Road, Haikou, Hainan 570100 Patentee after: Haikou Design Group Co.,Ltd. Address before: 570208 10, 28 Haidian five West Road, Haikou, Hainan. Patentee before: HAIKOU MUNICIPAL ENGINEERING DESIGN & Research Institute |
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