CN205474673U - Steel fabricated construction temporary road - Google Patents
Steel fabricated construction temporary road Download PDFInfo
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- CN205474673U CN205474673U CN201620164644.9U CN201620164644U CN205474673U CN 205474673 U CN205474673 U CN 205474673U CN 201620164644 U CN201620164644 U CN 201620164644U CN 205474673 U CN205474673 U CN 205474673U
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Abstract
The utility model discloses a steel fabricated construction temporary road, including the relative two rectangle steel components that set up and connect the support piece of two rectangle steel components, wherein, support piece is provided with a plurality ofly, and support piece is the channel -section steel component, the both sides face of channel -section steel component respectively with two rectangle steel component fixed connection, be located and still install a plurality of rings that are used for its handling on the rectangle steel component on top. The utility model provides a steel fabricated construction temporary road forms through the welding of channel -section steel component and rectangle steel component, can have enough to meet the need the use, can piece together the multiple width road surface of system according to prefabricated modulus to adapt to different on -the -spot demands, the while is reducible construction site's wet trade still, promotes the assembled road of the green job site of construction.
Description
Technical field
This utility model relates to temporary road technical field of structures, particularly relates to a kind of steel fabricated construction temporary road.
Background technology
Lin Jian place, domestic construction industry job site hardening at present and on-the-spot temporary road, generally individually use 150, 200 or 300 thick cast-in-situ steel reinforced concretes harden, drive a vehicle for job site temporarily and face and build Office Area and living area, to reach place hardening, traffic organization and prevent the requirement of airborne dust, but because job site is mainly temporary road, interim place, hardened material stockyard, inserting exterior components (tube net outside, town road, landscape garden etc. specialty subpackage) time need to remove, certainly will waste a large amount of artificial, material, machinery, a large amount of building waste can be produced simultaneously, cause airborne dust, the environmental pollutions such as waste material, the green construction simultaneously also advocated with country requires to run counter to.
Construction site temporary road does not forms batch production at present, tool, canalization, the system repeatedly having enough to meet the need, fabricated construction road industrial chain is not yet formed, along with the development of Building Trade in China and the raising to green construction requirement, wherein comprise green construction Samsung certification and green building three magnitude certification target, carry out under the background of green construction energetically, in line with cost-effective, the principle of environmental protection, it is analyzed site operation temporary road improving, improve management level and the Environmental Protection Level of job site, building temporary road is made to form intrinsic turnover, easy, energy-conservation, practical fabricated construction temporary road, promote construction site green process.
Utility model content
Main purpose of the present utility model is to provide a kind of steel fabricated construction temporary road, it is intended to simplifies manufacturing process, reduces the wet trade of building site simultaneously.
For achieving the above object, this utility model provides a kind of steel fabricated construction temporary road, including the support member of rectangle steel component described in the two rectangle steel components being oppositely arranged and connection two, wherein, described support member is provided with multiple, described support member is channel members, and the two sides of channel members are fixing with rectangle steel component described in two respectively to be connected, be positioned on the rectangle steel component on top be also equipped with multiple for by the suspension ring of its handling.
It is preferably located on the rectangle steel component on top and is additionally provided with anti-slip veins.
Preferably, described channel members uses equilateral shaped steel to be welded, and between every two adjacent channel members, gap is equal.
Preferably, described suspension ring are by being fixedly welded on rectangle steel component.
Preferably, described channel members is connected with rectangle steel component by welding.
Preferably, described suspension ring use round steel bending to form.
It is preferably located on the rectangle steel component on top and is also welded with tread plate.
Preferably, described rectangle steel component is additionally provided with osculum.
Preferably, the outer surface of described rectangle steel component and support member is additionally provided with rust preventive coating.
The steel fabricated construction temporary road that the utility model proposes, formed by channel members and rectangle steel Member Welding, use can be had enough to meet the need, the multiple width road surface of system can be spelled according to prefabricated modulus, to adapt to Different field demand, the most also can reduce the wet trade of building site, promote the assembled road that construction green construction is on-the-spot.This steel fabricated construction temporary road uses batch production to make, speed of mating formation is fast, without on-the-spot maintenance can realize the green of construction site temporary road, safety, clean and tidy, civilization, have enough to meet the need, practical, easy, avoid the rapid wear of interim reason, reduce the generation of construction site construction waste, improve construction site safety construction level, promote building industry green construction process.Meanwhile, by the exploitation of steel fabricated construction temporary road, on the one hand: have and use construction material targetedly；On the other hand: use channel-section steel and steel plate to form entirety, the excellent mechanical property such as bending resistance of steel beam column is given full play to.
Accompanying drawing explanation
Fig. 1 is the structural representation of this utility model steel fabricated construction temporary road preferred embodiment；
Fig. 2 is the partial structurtes schematic diagram of this utility model steel fabricated construction temporary road；
Fig. 3 is the internal structure schematic diagram of this utility model steel fabricated construction temporary road；
Fig. 4 is the plan structure schematic diagram of the steel fabricated construction temporary road shown in Fig. 3.
In figure, 1-support member, 2-suspension ring, 3-steel fabricated construction temporary road, 4-rectangle steel component, 6-osculum.
The realization of this utility model purpose, functional characteristics and advantage will in conjunction with the embodiments, are described further referring to the drawings.
Detailed description of the invention
Should be appreciated that specific embodiment described herein, only in order to explain this utility model, is not used to limit this utility model.
It should be noted that, in description of the present utility model, term " laterally ", " longitudinally ", on " ", D score, " front ", " afterwards ", " left ", " right ", " vertically ", " level ", " push up ", " end ", " interior ", orientation or the position relationship of the instruction such as " outward " are based on orientation shown in the drawings or position relationship, it is for only for ease of description this utility model and simplifies description, it is not to indicate or imply that the device of indication or element must have specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to restriction of the present utility model.
Referring to figs. 1 through Fig. 4, in this preferred embodiment, a kind of steel fabricated construction temporary road, including the two rectangle steel components 4 being oppositely arranged and the support member 1 connecting two rectangle steel components 4, wherein, support member 1 is provided with multiple, and support member 1 is channel members, the two sides of channel members are fixing with two rectangle steel components 4 respectively to be connected, be positioned on the rectangle steel component 4 on top be also equipped with multiple for by the suspension ring 2 of its handling.The outer surface of rectangle steel component 4 and support member 1 is additionally provided with rust preventive coating.
Specifically, rectangle steel component 4 is formed by carbon structural steels hot rolling.Rectangle steel component 4 is certain thickness Q235 steel plate.Polyurethane paint selected by steel road surface outer surface paint, and its steel structure surface processes, and internal structure uses acid washing phosphorization technique, and external structure uses overall shot peening technique, and application uses high pressure gas spraying coating process, to avoid corrosion.
Further, be positioned at the rectangle steel component 4(on top i.e. as the rectangle steel component 4 on road surface) on be additionally provided with anti-slip veins (as rectangle steel component 4 can use checkered steel plate).It is positioned on the rectangle steel component 4 on top and is also welded with tread plate, on the one hand improve the non-skid property of this temporary road, on the other hand steel plate road can also be played a protective role.
In the present embodiment, channel members uses equilateral shaped steel to be welded, and between every two adjacent channel members, gap is equal.Between the most every two adjacent channel members, gap is equal, and the most multiple channel members are uniformly distributed between two rectangle steel components 4, improve the structural strength of steel plate road.
Specifically, suspension ring 2 are by being fixedly welded on rectangle steel component 4.Channel members is connected with rectangle steel component 4 by welding.Suspension ring 2 use round steel (using the round steel of a diameter of 20mm) bending to form.Suspension ring 2 are Ω type.
Osculum 6 it is additionally provided with on rectangle steel component 4.Osculum 6 is provided with four.
Specifically, according to the size of construction site temporary road, welded by channel members and rectangle steel component 4, form steel fabricated construction temporary road flat closed steel component.
Weld using the round steel of a diameter of 20mm at four corner location of flat closed steel component with channel members, form the suspension ring 2 of the Ω type of four steel fabricated construction temporary roads, as the lifting point of installation steel fabricated construction temporary road, reserve the osculum 6 of four temporary roads in the position of Ω type suspension ring 2 simultaneously.After factory completes, scene carries out an acceptance inspection.After job site reaches requirement flatness and compacting degree to roadbed treatment, prefabricated section uses fork truck or excavator to be transported to region of mating formation, and employing manually adjusts, and completes the lifting of steel fabricated construction temporary road.
The steel fabricated construction temporary road that the utility model proposes, it is welded by channel members and rectangle steel component 4, use can be had enough to meet the need, the multiple width road surface of system can be spelled according to prefabricated modulus, to adapt to Different field demand, the most also can reduce the wet trade of building site, promote the assembled road that construction green construction is on-the-spot.This steel fabricated construction temporary road uses batch production to make, speed of mating formation is fast, without on-the-spot maintenance can realize the green of construction site temporary road, safety, clean and tidy, civilization, have enough to meet the need, practical, easy, avoid the rapid wear of interim reason, reduce the generation of construction site construction waste, improve construction site safety construction level, promote building industry green construction process.Meanwhile, by the exploitation of steel fabricated construction temporary road, on the one hand: have and use construction material targetedly；On the other hand: use channel-section steel and steel plate to form entirety, the excellent mechanical property such as bending resistance of steel beam column is given full play to.
These are only preferred embodiment of the present utility model; not thereby the scope of the claims of the present utility model is limited; every equivalent structure transformation utilizing this utility model description and accompanying drawing content to be made; or directly or indirectly it is used in other relevant technical fields, the most in like manner it is included in scope of patent protection of the present utility model.
Claims (9)
1. a steel fabricated construction temporary road, it is characterized in that, including the support member of rectangle steel component described in the two rectangle steel components being oppositely arranged and connection two, wherein, described support member is provided with multiple, described support member is channel members, and the two sides of channel members are fixing with rectangle steel component described in two respectively to be connected, be positioned on the rectangle steel component on top be also equipped with multiple for by the suspension ring of its handling.
2. steel fabricated construction temporary road as claimed in claim 1, it is characterised in that be positioned on the rectangle steel component on top and be additionally provided with anti-slip veins.
3. steel fabricated construction temporary road as claimed in claim 1, it is characterised in that described channel members uses equilateral shaped steel to be welded, and between every two adjacent channel members, gap is equal.
4. steel fabricated construction temporary road as claimed in claim 1, it is characterised in that described suspension ring are by being fixedly welded on rectangle steel component.
5. steel fabricated construction temporary road as claimed in claim 1, it is characterised in that described channel members is connected with rectangle steel component by welding.
6. steel fabricated construction temporary road as claimed in claim 1, it is characterised in that described suspension ring use round steel bending to form.
7. steel fabricated construction temporary road as claimed in claim 1, it is characterised in that be positioned on the rectangle steel component on top and be also welded with tread plate.
8. steel fabricated construction temporary road as claimed in any of claims 1 to 7 in one of claims, it is characterised in that be additionally provided with osculum on described rectangle steel component.
9. steel fabricated construction temporary road as claimed in any of claims 1 to 7 in one of claims, it is characterised in that the outer surface of described rectangle steel component and support member is additionally provided with rust preventive coating.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620164644.9U CN205474673U (en) | 2016-03-04 | 2016-03-04 | Steel fabricated construction temporary road |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620164644.9U CN205474673U (en) | 2016-03-04 | 2016-03-04 | Steel fabricated construction temporary road |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205474673U true CN205474673U (en) | 2016-08-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620164644.9U Expired - Fee Related CN205474673U (en) | 2016-03-04 | 2016-03-04 | Steel fabricated construction temporary road |
Country Status (1)
| Country | Link |
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| CN (1) | CN205474673U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110453558A (en) * | 2019-07-30 | 2019-11-15 | 郑州暖树实业有限公司 | Assembled terrace plate and construction site road construction method |
| CN111155390A (en) * | 2020-01-09 | 2020-05-15 | 江苏科技大学 | Fabricated road suitable for mudflat stratum and construction method thereof |
| CN114182599A (en) * | 2021-12-31 | 2022-03-15 | 太原理工大学 | Platform plate and assembled heavy platform |
-
2016
- 2016-03-04 CN CN201620164644.9U patent/CN205474673U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110453558A (en) * | 2019-07-30 | 2019-11-15 | 郑州暖树实业有限公司 | Assembled terrace plate and construction site road construction method |
| CN111155390A (en) * | 2020-01-09 | 2020-05-15 | 江苏科技大学 | Fabricated road suitable for mudflat stratum and construction method thereof |
| CN114182599A (en) * | 2021-12-31 | 2022-03-15 | 太原理工大学 | Platform plate and assembled heavy platform |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160817 |