CN203782513U - Assembly type road component - Google Patents
Assembly type road component Download PDFInfo
- Publication number
- CN203782513U CN203782513U CN201420134419.1U CN201420134419U CN203782513U CN 203782513 U CN203782513 U CN 203782513U CN 201420134419 U CN201420134419 U CN 201420134419U CN 203782513 U CN203782513 U CN 203782513U
- Authority
- CN
- China
- Prior art keywords
- road
- assembling
- concrete
- assembly type
- reinforcement
- 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.)
- Expired - Fee Related
Links
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model discloses an assembly type road component. A structure of each framework is welded with at least one layer of reinforcement cages (2) in a steel rectangular frame (1); at least two frameworks are jointed to form an assembly type framework; four pins of one layer of the reinforcement cages (2) are welded with lifting rings (3); concrete (4) covering the reinforcement cages (2) is cast in the assembly type framework to form a prefabricated concrete component; and the concrete (4) is reserved with a hole (5) on each lifting ring (3). The assembly type road component which is used for solving problems that site temporary road is complex in construction, long in period and resource-wasting is convenient to manufacture, simple to assemble, high in number of turnover times, green and environmentally friendly and capable of being massively popularized and used.
Description
Technical field
The utility model relates to a kind of road component, particularly relates to a kind of engineering of building that is applicable to various temporary roads, and the temporary road that is specially adapted to be badly in need of being open to traffic in job site is built the assembling road component of engineering.
Background technology
Before room is built and put into operation at present, building temporary road is the most important thing.Often on building site, mainly to build concrete road, all will drop into a large amount of man power and materials at every turn, sometimes in order being eager, to be open to traffic, concrete strength does not also reach 100% just come into operation, and causes a hidden trouble to the durability on road surface.And building construction completes, temporary road also will carry out fragmentation outward transport, produces a large amount of building wastes, causes the pollution of environment and the waste of resource.
Traditional temporary road form of construction work is to use on-the-spot formwork supporting plate, and concreting moulding, adopts traditional temporary road to have following unfavorable factor:
(1) resource has high input
Each temporary road construction all will drop into that a large amount of human and material resources carry out levelling of the land, install template, concreting, the length consuming time of constructing, and production efficiency is lower.
(2) constructing road is complete, can not come into operation in time
Tradition temporary road is built complete, needs special messenger's curing concrete road surface, reaches after the age of concrete, can come into operation.
(3) after pavement damage, repairing efficiency is longer
Tradition temporary road path loss is easily damaged, once damage, again repairs, and needs concrete to reach after the length of time, can normally use, and affects site operation progress.
(4) wasting of resources, easily pollutes
Engineering is complete, and temporary road need to carry out demolition reduction, as building waste outward transport, causes the waste of environment pollution and the energy.
In the face of all unfavorable factors of traditional temporary road, we adhere to constantly exploring and improving in construction, and we have invented a kind of novel assembling road, are applied to sky and protect in building of real estate airport commercial area Housing Project temporary road, save cost, improved production efficiency.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of assembling road component of being convenient to turnover, assembled simple, energy-conserving and environment-protective.
In order to solve the problems of the technologies described above, the assembling road component that the utility model provides, the structure of every skeleton is in angle steel rectangle frame, to be welded with at least one deck cage of reinforcement, at least two skeletons are spliced into an assembling skeleton, four pin spot welding at the cage of reinforcement described in are connected to suspension ring, build that the concrete that covers described cage of reinforcement forms precast unit and the described concrete suspension ring place described in each is reserved with hole in described assembling skeleton.
The specification of described angle steel rectangle frame is 2m * 3m.
The height of described suspension ring does not exceed described hole.
Adopt the assembling road component of technique scheme, in angle steel rectangle frame, concreting forms precast unit, then arranges at the scene assembled according to link length and width requirement.Be reserved with hole and suspension ring and be convenient to lifting, thereby be convenient to transportation and install.
Adopt its advantage of the present invention as follows:
(1) easy to process
Assembling road both can factory batch production, then require on-site consolidation according to road width, also can be directly according to road width, to require to carry out assembling road skeleton at the scene assembled, then concreting moulding.
(2) assembled flexible
The basic module of this novel fabricated road is 2m * 3m.According to the modulus of assembling road, can be assembled into the width roads such as 2m, 3m, 4m, 5m, 6m, 7m, applicability is strong.
(3) maintenance rapidly
Road surface is damaged, and only need to use small-sized machine that the section of damaging is hung out, and repairs roadbed, is replaced with the module of new assembling road, and road just can recover to use, simple and quick.
(4) energy-conserving and environment-protective, recycling
The economic comparison of assembling road and traditional temporary road is as following table.
Road economical analysis contrast table
Remarks: the temporary road later stage abolishes, mostly are fragmentary outward transport, and unit price is higher.
The conclusion that can draw through economic analysis contrast table is that assembling road only need have enough to meet the need 6 times, and the cost of building assembling road drops into and has just been less than the cost input of building traditional road.And the number of turnover of general assembling road is more than 10 times, so the assembling road that comes into operation just can reach cost-saving object.
Engineering finishes, and all will carry out fragmentation outward transport to traditional temporary road at every turn, and not only labor intensive, material resources, also caused pollution to environment.And assembling road is transported outward without fragmentation, a needs is transported and secondary is assembled just can reuse, and has reached the effect of energy-conserving and environment-protective.
In sum, the utility model is that the on-the-spot temporary road construction of a kind of solution is loaded down with trivial details, and the cycle is long, and the assembling road component of the wasting of resources is easy to make, and assembled simple, the number of turnover is high, and environmental protection can large-scale popularization be used.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is along 1-1 line cut-away view in Fig. 1.
Fig. 3 is use assembling schematic diagram of the present utility model.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
Referring to Fig. 1 and Fig. 2, the structure of every skeleton is in angle steel rectangle frame 1, to be welded with cage of reinforcement 2, at least two skeletons are spliced into an assembling skeleton, four of a cage of reinforcement 2 pin spot welding are therein connected to suspension ring 3, concrete 4 formation precast units and the concrete 4 of in assembling skeleton, building covering cage of reinforcement 2 are reserved with hole 5 at each suspension ring 3 place, the height of suspension ring 3 does not exceed hole 5, and the specification of angle steel rectangle frame 1 is 2m * 3m.
Below manufacture of the present utility model and use step are described.
Referring to Fig. 1, Fig. 2 and Fig. 3, manufacture of the present utility model and use step are as follows:
Step 1: reinforced mesh processing
Adopt
12 reinforcing bars, colligation becomes the cage of reinforcement 2 of single-layer bidirectional spacing 150mm, and cage of reinforcement 2 is of a size of 1985mm * 2985mm.
Step 2: splicing outsourcing angle steel
The angle steel of employing 50mm * 50mm * 3mm is welded into the angle steel rectangle frame 1 of 2m * 3m.
Step 3: angle steel rectangle frame 1 and cage of reinforcement 2 splicings
Angle steel rectangle frame 1 links and forms assembling road a slice skeleton with cage of reinforcement 2 spot welding, guarantees that the top edge of cage of reinforcement 2 is apart from the angle steel edge 3cm of angle steel rectangle frame 1 simultaneously.
Step 4: assembling road skeleton splicing
Adopt the angle steel of 50mm * 50mm * 3mm that two skeletons are stitched together and form assembling skeleton, then four suspension ring 3 are welded on to four pin points of cage of reinforcement 2, then the extruded sheet colligation of the 180mm * 80mm * 50mm twining with adhesive tape in advance the position at suspension ring 3.
Step 5: roadbed is laid
Adopt the thick 2:8 dirt of 40cm roadbed paving, paving fine sand is looked for slope to both sides, road surface.
Step 6: assembling road on-site consolidation
At ready-made roadbed upper berth 2mm plastic sheeting, according to the assembled assembling skeleton of the width on road surface, between assembling skeleton, place template, the direction of prolonging road installs template.
Step 7: assembling road concreting and maintenance
Assembling road adopts C30 concrete, and concrete 4 is built complete employing plastic sheeting and covered.
Claims (3)
1. an assembling road component, it is characterized in that: the structure of every skeleton is in angle steel rectangle frame (1), to be welded with at least one deck cage of reinforcement (2), skeleton described at least two is spliced into an assembling skeleton, four pin spot welding of the cage of reinforcement described in one deck (2) are therein connected to suspension ring (3), build that the concrete (4) that covers described cage of reinforcement (2) forms precast unit and described concrete (4) suspension ring (3) described in each locate to be reserved with hole (5) in described assembling skeleton.
2. assembling road component according to claim 1, is characterized in that: the specification of described angle steel rectangle frame (1) is 2m * 3m.
3. assembling road component according to claim 1 and 2, is characterized in that: the height of described suspension ring (3) does not exceed described hole (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420134419.1U CN203782513U (en) | 2014-03-24 | 2014-03-24 | Assembly type road component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420134419.1U CN203782513U (en) | 2014-03-24 | 2014-03-24 | Assembly type road component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203782513U true CN203782513U (en) | 2014-08-20 |
Family
ID=51318717
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420134419.1U Expired - Fee Related CN203782513U (en) | 2014-03-24 | 2014-03-24 | Assembly type road component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203782513U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106676990A (en) * | 2017-01-18 | 2017-05-17 | 中泰国际高新技术有限公司 | Skeleton assembling type prefabricated road foundation mould |
| CN106884366A (en) * | 2017-04-24 | 2017-06-23 | 中建二局第二建筑工程有限公司华东分公司 | A kind of assembled road and its construction method |
| CN109440564A (en) * | 2018-12-24 | 2019-03-08 | 苏州第建筑集团有限公司 | A kind of construction site assembled road |
| CN111501463A (en) * | 2020-05-27 | 2020-08-07 | 中国二十二冶集团有限公司 | Anti-cracking fabricated concrete pavement and construction method thereof |
-
2014
- 2014-03-24 CN CN201420134419.1U patent/CN203782513U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106676990A (en) * | 2017-01-18 | 2017-05-17 | 中泰国际高新技术有限公司 | Skeleton assembling type prefabricated road foundation mould |
| CN106884366A (en) * | 2017-04-24 | 2017-06-23 | 中建二局第二建筑工程有限公司华东分公司 | A kind of assembled road and its construction method |
| CN109440564A (en) * | 2018-12-24 | 2019-03-08 | 苏州第建筑集团有限公司 | A kind of construction site assembled road |
| CN111501463A (en) * | 2020-05-27 | 2020-08-07 | 中国二十二冶集团有限公司 | Anti-cracking fabricated concrete pavement and construction method thereof |
| CN111501463B (en) * | 2020-05-27 | 2024-05-10 | 中国二十二冶集团有限公司 | Anti-cracking assembled concrete pavement and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103243817B (en) | A kind of assembled beam-column attachment means | |
| CN107090925B (en) | Reinforced precast reinforced concrete shear wall, structural system and construction method thereof | |
| CN203782513U (en) | Assembly type road component | |
| CN103334356B (en) | The dark beam slab pavement system of bridge-type prefabricated reinforced concrete and construction method thereof | |
| CN109797971B (en) | Disassembling and assembling method for cast-in-place reinforced concrete frame structure building component | |
| CN103343503B (en) | Bridge-type prefabricated reinforced concrete trough slab wear resistant road surface structural system and construction method | |
| CN203905214U (en) | Assembled type blend coupled wall system | |
| CN108005099B (en) | Prefabricated assembled concrete stepped foundation for pole tower and assembling method thereof | |
| CN104895221B (en) | Assembled shaped steel confined concrete shear wall structure | |
| CN103758290A (en) | Building construction method and device for temporarily supporting mobile split heads | |
| CN104314103B (en) | Post stretching bonded prestress underground garage splash guard design and construction engineering method | |
| CN103334360B (en) | The dark beam slab wear-resistant pavement system of bridge-type prefabricated reinforced concrete and construction method thereof | |
| CN205077352U (en) | Novel anti -shearing concrete road surface of rapid Assembly formula | |
| CN203947493U (en) | Assembling type device for detecting manhole | |
| CN208009182U (en) | A kind of prefabricated assembled Cement Concrete Pavement Slab | |
| CN105386447A (en) | Construction method for replacement support of post-cast strip in construction site | |
| CN103397661B (en) | The construction technology of combined exterior wall structure under shaped steel-concrete ground | |
| CN203213137U (en) | Steel raft foundation for installing steel structure roof | |
| CN206418394U (en) | A kind of main pier of railway High-pier and long-span continuous frigid frame bridge | |
| CN103850162A (en) | Bridge type combined-structure road surface system and construction method thereof | |
| CN103088829B (en) | The construction method that in a kind of foundation ditch, concrete supports | |
| CN203905027U (en) | Prefabricated assembling-type inner supporting system of foundation pit support system | |
| CN203429528U (en) | Bridge-type precast-reinforced-concrete-trough-plate wear-resistant pavement structure system | |
| CN103590419A (en) | Assembled type adjustable high-voltage reactor foundation | |
| CN210482368U (en) | Assembled flat-top large-span pillar-free underground structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140820 Termination date: 20190324 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |