CN207331395U - One kind is used to close construction site subregion concrete steel pin-connected panel temporary road - Google Patents
One kind is used to close construction site subregion concrete steel pin-connected panel temporary road Download PDFInfo
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- CN207331395U CN207331395U CN201721321680.2U CN201721321680U CN207331395U CN 207331395 U CN207331395 U CN 207331395U CN 201721321680 U CN201721321680 U CN 201721321680U CN 207331395 U CN207331395 U CN 207331395U
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Abstract
It is used to close construction site subregion concrete steel pin-connected panel temporary road the utility model discloses one kind, road Cross Section is divided into track for empty tubs, loaded vehicle road, pedestrian's auxiliary channel sum aggregate water route shoulder；The pavement structure of track for empty tubs is assembled by the reinforced concrete prefabricated board for bearing empty wagons wheel load and the concrete slab for being not subject to empty wagons wheel load, loaded vehicle road is made of the steel plate for bearing loaded vehicle wheel load and the concrete slab for being not subject to loaded vehicle wheel load, and pedestrian's auxiliary channel is assembled by single concrete slab.The prefabricated pavement structure by different subregions function in the closed place temporary road is assembled, empty wagons on road surface, loaded vehicle, the loading condition in three different subregions of pedestrian are adapted to, pavement structure can be optimized significantly, reduce the weight on the material utilization amount and unit area of road surface unit area processed, and then manufacture, transport, installation and the removal cost between prefabricated road surface total life cycle are reduced, it is construction site rainwater recycle and utilizes place mat technical foundation.
Description
Technical field
A kind of multi-functional temporary road for subregion pin-connected panel in closed construction site is the utility model is related to,
More particularly to economical and rainwater collecting function the more work(for being used for subregion pin-connected panel in closed construction site
Can temporary road.
Background technology
In an enclosed construction site, the traditional way of temporary construction road is casting concrete, such to do
Method shortcoming has：Man-machine operation is needed to arrange for, increases cost and the duration of project；Secondly, temporary road is cut after construction,
Noise and airborne dust are produced in operation process, unfavorable factor is caused to neighbouring environment；The concrete block to get off is cut to be formed
Building waste, to local city environmental protection adds burden.In recent years, the reinforcement with entreprise cost economy consciousness and society
The raising of the understanding of meeting environmental protection consciousness, some cities and construction unit have given great attention, have started prefabricated molds
The research and application of block pin-connected panel temporary road, it is above-mentioned to solve the problems, such as.But it can be retrieved from present on mating formation
The achievement data of formula temporary road sees, although existing application achievements field cast-in-place concrete making technology has been changed to it is prefabricated
Concrete road surface module or assembling steel plate road surface module, but these changes are only the construction mould for changing temporary road
Formula, i.e., change to certain homogenous material Prefabricated block from cast-in-place pattern, for example, single steel plate module temporary road, or it is single
The temporary road of one concrete prefabricated module, does not analyze Characteristics of Transportation in construction place, does not also have
Effect of the pin-connected panel road surface to ground is analyzed, the two-way mixed road design-build technology of social upper routine has been continued to use, can cause
Following problem：
1st, it is inevitable according to loaded vehicle Load value using two-way mixed road, the design load of whole road surface precast construction.Many institute's weeks
Know, Chinese load-carrying vehicle overloading is very universal, and 1~2 times of overload is very universal, reaches after the overloading wagon that more than 30 tons of payload ratings
More than 60 tons very common, and sometimes up to hundred tons, and its curb weight is generally not over 15 tons.Like this, compared to empty wagons load,
According to loaded vehicle load design will consumable material, increase the material utilization amount of unit path area, increase precast splice type road surface knot
The weight of structure module；
2nd, without subregion is carried out in the plane of track, it is entirely that the pavement structure of tunneling boring unified specification is mated formation, equally, can increases
Add the material utilization amount of unit path area, increase the weight of precast splice type pavement structure module；
3rd, the supporting rain rill of the temporary road of building on-site builds pattern by laying bricks or stones using scene at present, its same cast-in-place concrete
The shortcomings that road surface pattern, is the same, takes, takes a lot of work, not environmentally.
In view of this, design with how more becoming more meticulous and be suitable for closing temporary road in construction place, and match somebody with somebody
Cover the temporary road system of corresponding rainwater collecting function, reduce the manufacture of pin-connected panel road, transport, installation, remove link
Cost, preferably popularizes pin-connected panel road this green construction technology, just becomes what current those skilled in the art faced
One research topic.
Utility model content
For existing pin-connected panel temporary road there are the problem of, closed according to construction site and isolated with social road
The characteristics of, while according to the magnitude of traffic flow of construction site temporary road is small, loading loaded vehicle passes in and out the characteristics of probability is small at the same time,
The utility model provides a kind of subregion pin-connected panel temporary road technical solution, can optimize pavement structure significantly, reduces and builds
Cost.
The technical solution adopted in the utility model is a kind of interim for closing construction site subregion concrete steel pin-connected panel
Road, road Cross Section are divided into four parts, be respectively track for empty tubs (1), loaded vehicle road (2), pedestrian's auxiliary channel (3) and catchment
Curb (4)；Track for empty tubs (1), loaded vehicle road (2) and pedestrian's auxiliary channel (3) sequentially arrange that the curb that catchments (4) is set along the longitudinal direction of road
Put in the side of pedestrian's auxiliary channel (3)；Empty wagons, loaded vehicle, people and its assistant conveyance correspond to respectively track for empty tubs (1), loaded vehicle road (2) and
Pedestrian's auxiliary channel (3), empty wagons, loaded vehicle, people and its assistant conveyance are taken their own roads, and do not mix row.
The pavement structure of track for empty tubs (1) is by bearing the reinforced concrete prefabricated board (5) of empty wagons wheel load and being not subject to sky
The concrete slab (6) of pressure wheel load is assembled, and loaded vehicle road (2) are by bearing the steel plate (7) of loaded vehicle wheel load and being not subject to loaded vehicle
Concrete slab (8) composition of wheel load, pedestrian's auxiliary channel (3) are assembled by single concrete slab (9).It is not subject to empty wagons wheel load
The concrete slab (6) of load is arranged on the centre for the reinforced concrete prefabricated board (5) for bearing empty wagons wheel load, bears empty wagons wheel
Press each prefabricated board of the reinforced concrete prefabricated board (5) of load to be laid with along the transverse direction of road, be not subject to empty wagons wheel load
Concrete slab (6) is laid with along the longitudinal direction of road；The concrete slab (8) for being not subject to loaded vehicle wheel load is arranged on and bears loaded vehicle wheel load
The centre of the steel plate (7) of load, each prefabricated board for bearing the steel plate (7) of loaded vehicle wheel load are laid with along the transverse direction of road, no
The concrete slab (6) for bearing empty wagons wheel load is laid with along the longitudinal direction of road.
Road surface after track for empty tubs (1), loaded vehicle road (2) and pedestrian's auxiliary channel (3) are assembled is along unidirectionally favouring the curb that catchments
(4)。
The curb (4) that catchments is used to collect rainwater, and the curb that catchments (4) is divided into the closed curb that catchments (10) and open type is catchmented
Curb (11), every several closed curbs that catchment (10), is provided with an open type and catchments curb (11)；Open type collection water route
The opening on the top of shoulder (11) is equipped with rain-proof leaf grating for down pipe (13), and the perforate of lower part by vertical short tube (14) and is embedded in underground
Vertical equity rainwater collection collector (12) connects.
From the foregoing, it will be observed that due to taking above technical scheme, have the following advantages that：
The prefabricated pavement structure by different subregions function in closed place temporary road is assembled, has adapted to road surface overhead
Car, loaded vehicle, the loading condition in three different subregions of pedestrian, can optimize pavement structure significantly, reduce road surface unit area processed
Material utilization amount and unit area on weight, and then reduce manufacture, transport, installation and the dismounting between prefabricated road surface total life cycle
Expense.
The utility model provides the rainwater collecting function of precast splice type, and the prefabricated same pavement structure of this covering device is the same
It can be installed, recycled, reused with rapid construction, be construction site rainwater recycle and utilize place mat technical foundation.
Brief description of the drawings
Fig. 1 is the definition of subregion and the construction diagrams of pavement structure of independently passing through in temporary road plane.
Fig. 2 a are to form section 1 close to auxiliary road collecting system.
Fig. 2 b are to form section 2 close to auxiliary road collecting system.
Embodiment
As shown in Figure 1, after having handled roadbed and having buried horizontal rain pipe (12) and vertical rain pipe (14), will be interim
Road is divided into track for empty tubs (1), loaded vehicle road (2), pedestrian's auxiliary channel (3), (4) four regions of curb of catchmenting；On same section,
Steel plate (7) in loaded vehicle road (2) assembled first, mats formation certain distance at operation apart from steel plate (7), starts assembled loaded vehicle road (2)
The concrete slab (9) in concrete slab (5) and concrete slab (6), auxiliary road (3) in inner concrete plate (8), track for empty tubs (1)；Most
Arrangement is catchmented curb (4) afterwards, is installed every several closed curbs that catchment (10), sets an open type to catchment curb (11),
The opening on open type curb top prevents rain perforaled strainer (13), and perforate below by vertical short tube (14) and is embedded in the vertical of underground
Connected to horizontal rainwater collection collector (12).
One kind is used to close construction site subregion concrete steel pin-connected panel temporary road, changes traditional or existing two-way mixed
Capable highway layout pattern, four parts are divided into by road Cross Section, are respectively track for empty tubs (1), loaded vehicle road (2), Hang Renfu
(3) sum aggregate water route shoulder (4) is helped, track for empty tubs (1), loaded vehicle road (2) and pedestrian's auxiliary channel (3) sequentially arrange that the curb that catchments (4) is set
Put in the side of pedestrian's auxiliary channel (3)；Empty wagons, loaded vehicle, people and its assistant conveyance correspond to respectively track for empty tubs (1), loaded vehicle road (2) and
Pedestrian's auxiliary channel (3), empty wagons, loaded vehicle, people and its assistant conveyance are taken their own roads, and do not mix row.
The pavement structure of track for empty tubs (1) is by bearing the reinforced concrete prefabricated board (5) of empty wagons wheel load and being not subject to sky
The concrete slab (6) of pressure wheel load is assembled, and loaded vehicle road (2) are by bearing the steel plate (7) of loaded vehicle wheel load and being not subject to loaded vehicle
Concrete slab (8) composition of wheel load, pedestrian's auxiliary channel (3) are assembled by single concrete slab (9).It is not subject to empty wagons wheel load
The concrete slab (6) of load is arranged on the centre for the reinforced concrete prefabricated board (5) for bearing empty wagons wheel load, bears empty wagons wheel
Press each prefabricated board of the reinforced concrete prefabricated board (5) of load to be laid with along the transverse direction of road, be not subject to empty wagons wheel load
Concrete slab (6) is laid with along the longitudinal direction of road；The concrete slab (8) for being not subject to loaded vehicle wheel load is arranged on and bears loaded vehicle wheel load
The centre of the steel plate (7) of load, each prefabricated board for bearing the steel plate (7) of loaded vehicle wheel load are laid with along the transverse direction of road, no
The concrete slab (6) for bearing empty wagons wheel load is laid with along the longitudinal direction of road.
Road surface after track for empty tubs (1), loaded vehicle road (2) and pedestrian's auxiliary channel (3) are assembled is along unidirectionally favouring the curb that catchments
(4)。
The curb (4) that catchments is used to collect rainwater on road surface.The curb (4) that catchments is divided into the closed curb that catchments (10) and open type
Catchment curb (11), every several closed curbs that catchment (10), is provided with an open type and catchments curb (11)；Open type collection
The opening on the top of water route shoulder (11) is equipped with rain-proof leaf grating for down pipe (13), and the perforate of lower part by vertical short tube (14) and is embedded in ground
Under vertical equity rainwater collection collector (12) connection.
Claims (3)
1. one kind is used to close construction site subregion concrete steel pin-connected panel temporary road, it is characterised in that：Road Cross Section quilt
Four parts are divided into, are respectively track for empty tubs (1), loaded vehicle road (2), pedestrian's auxiliary channel (3) sum aggregate water route shoulder (4)；Track for empty tubs
(1), loaded vehicle road (2) and pedestrian's auxiliary channel (3) sequentially arrange that the curb that catchments (4) is arranged on pedestrian's auxiliary channel along the longitudinal direction of road
(3) side；Empty wagons, loaded vehicle, people and its assistant conveyance correspond to track for empty tubs (1), loaded vehicle road (2) and pedestrian's auxiliary channel (3) respectively,
Empty wagons, loaded vehicle, people and its assistant conveyance are taken their own roads；
The pavement structure of track for empty tubs (1) is by bearing the reinforced concrete prefabricated board (5) of empty wagons wheel load and being not subject to empty wagons wheel
Concrete slab (6) assembly of load is pressed, loaded vehicle road (2) are by bearing the steel plate (7) of loaded vehicle wheel load and being not subject to loaded vehicle wheel load
Concrete slab (8) composition of load, pedestrian's auxiliary channel (3) are assembled by single concrete slab (9)；It is not subject to empty wagons wheel load
Concrete slab (6) be arranged on the centre of the reinforced concrete prefabricated board (5) for bearing empty wagons wheel load, bear empty wagons wheel load lotus
Each prefabricated board of the reinforced concrete prefabricated board (5) of load is laid with along the transverse direction of road, is not subject to the coagulation of empty wagons wheel load
Native plate (6) is laid with along the longitudinal direction of road；The concrete slab (8) for being not subject to loaded vehicle wheel load is arranged on and bears loaded vehicle wheel load
Steel plate (7) centre, bear loaded vehicle wheel load steel plate (7) each prefabricated board along road transverse direction be laid with, be not subject to
The concrete slab (6) of empty wagons wheel load is laid with along the longitudinal direction of road.
2. according to claim 1 a kind of for closing construction site subregion concrete steel pin-connected panel temporary road, it is special
Sign is：Road surface after track for empty tubs (1), loaded vehicle road (2) and pedestrian's auxiliary channel (3) are assembled is along unidirectionally favouring the curb that catchments (4).
3. according to claim 1 a kind of for closing construction site subregion concrete steel pin-connected panel temporary road, it is special
Sign is：The curb (4) that catchments is used to collect rainwater, and the curb that catchments (4) is divided into the closed curb that catchments (10) and open type is catchmented
Curb (11), every several closed curbs that catchment (10), is provided with an open type and catchments curb (11)；Open type collection water route
The opening on the top of shoulder (11) is equipped with rain-proof leaf grating for down pipe (13), and the perforate of lower part by vertical short tube (14) and is embedded in underground
Vertical equity rainwater collection collector (12) connects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721321680.2U CN207331395U (en) | 2017-10-13 | 2017-10-13 | One kind is used to close construction site subregion concrete steel pin-connected panel temporary road |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721321680.2U CN207331395U (en) | 2017-10-13 | 2017-10-13 | One kind is used to close construction site subregion concrete steel pin-connected panel temporary road |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207331395U true CN207331395U (en) | 2018-05-08 |
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ID=62368508
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721321680.2U Active CN207331395U (en) | 2017-10-13 | 2017-10-13 | One kind is used to close construction site subregion concrete steel pin-connected panel temporary road |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207331395U (en) |
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2017
- 2017-10-13 CN CN201721321680.2U patent/CN207331395U/en active Active
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