CN208379362U - A kind of steel plate temporary construction road structure - Google Patents
A kind of steel plate temporary construction road structure Download PDFInfo
- Publication number
- CN208379362U CN208379362U CN201820758849.9U CN201820758849U CN208379362U CN 208379362 U CN208379362 U CN 208379362U CN 201820758849 U CN201820758849 U CN 201820758849U CN 208379362 U CN208379362 U CN 208379362U
- Authority
- CN
- China
- Prior art keywords
- steel plate
- soil
- temporary construction
- ground layer
- road structure
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 106
- 239000010959 steel Substances 0.000 title claims abstract description 106
- 238000010276 construction Methods 0.000 title claims abstract description 30
- 239000002689 soil Substances 0.000 claims abstract description 51
- 239000004568 cement Substances 0.000 claims abstract description 31
- 239000011435 rock Substances 0.000 claims abstract description 24
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 22
- 230000007246 mechanism Effects 0.000 claims description 6
- 238000004140 cleaning Methods 0.000 claims description 5
- 244000025254 Cannabis sativa Species 0.000 claims description 4
- 239000002699 waste material Substances 0.000 abstract description 8
- 230000008901 benefit Effects 0.000 abstract description 5
- 238000009435 building construction Methods 0.000 abstract description 2
- 239000000463 material Substances 0.000 description 4
- 238000006073 displacement reaction Methods 0.000 description 3
- 239000007921 spray Substances 0.000 description 3
- 241000196324 Embryophyta Species 0.000 description 2
- CRQQGFGUEAVUIL-UHFFFAOYSA-N chlorothalonil Chemical compound ClC1=C(Cl)C(C#N)=C(Cl)C(C#N)=C1Cl CRQQGFGUEAVUIL-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 230000000087 stabilizing effect Effects 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 206010006895 Cachexia Diseases 0.000 description 1
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 235000013339 cereals Nutrition 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 239000002657 fibrous material Substances 0.000 description 1
- 238000005098 hot rolling Methods 0.000 description 1
- 238000007726 management method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000004162 soil erosion Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 208000016318 wasting Diseases 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model discloses a kind of steel plate temporary construction road structures, it is related to the realm of building construction, including ground layer, the ground layer includes nature soil, Cement Stabilized Rock Soil is equipped on the ground layer, steel plate layer is provided on the Cement Stabilized Rock Soil, the steel plate layer includes the steel plate that muti-piece is laid on the Cement Stabilized Rock Soil and the connection component for connecting the adjacent steel plate.Pass through the setting of Cement Stabilized Rock Soil and steel plate, in disassembly only steel plate need to be separated by connection component, and Cement Stabilized Rock Soil can be used as the roadbed on formal road surface, therefore the generation of building waste is reduced, substantially reduce the waste of cement, sandstone, to save resource, economic benefit is improved.
Description
Technical field
The utility model relates to the realm of building construction, more specifically, it relates to a kind of steel plate temporary construction road structure.
Background technique
Green construction refers in engineering construction, under the premise of guaranteeing the basic demands such as quality, safety, passes through scientific management
And technological progress, it economizes on resources to the maximum extent and reduces the construction activities negatively affected to environment, realize four sections, one environmental protection (section
Can, it save land, is water-saving, save material and environmental protection).The Ministry of Construction builds matter [2007] 223 " Green Construction Guidelines " and points out: China Shang Chu
Green construction should be implemented in full, is undertaken as a large amount of consumption resources, the construction industry of influence environment in the rapid economic development stage
Play the social responsibility of sustainable development.
Need to be arranged the temporary construction road current for vehicle transport at the construction field (site), current way is using element soil
Compacting, the backfill of 100mm thickness sand-gravel cushion, 100mm thickness C20 commerical ready-mixed concrete pour, and 4 meters of road width.The way disadvantage: work as work
It after completion of works, needs to remove these temporary roads, then be poured formal road, a large amount of building rubbish can be generated after dismounting
Rubbish, causes the wastings of resources such as cement, sandstone, no matter can all cause damages to country, to society, to owner, to unit in charge of construction and
Waste.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of steel plate temporary construction road knots
Structure need to only separate steel plate in disassembly by the setting of Cement Stabilized Rock Soil and steel plate by connection component, and cement stabilizing
Gravelly soil can be used as the roadbed on formal road surface, therefore reduce the generation of building waste, substantially reduce the wave of cement, sandstone
Take, to save resource, improves economic benefit.
To achieve the above object, the utility model provides following technical solution:
A kind of steel plate temporary construction road structure, including ground layer, the ground layer includes that nature is native, on the ground layer
It is equipped with Cement Stabilized Rock Soil, steel plate layer is provided on the Cement Stabilized Rock Soil, the steel plate layer includes that muti-piece is laid with
The connection component of steel plate and the adjacent steel plate of connection on the Cement Stabilized Rock Soil.
By using above-mentioned technical proposal, according to on-site actual situations, road surface, route and the road on planning and designing steel plate road
Width recycles theodolite and level meter to carry out unwrapping wire to steel plate road surface at the construction field (site), and carries out to the natural soil of line inner region
It is smooth and tamp.Then pave Cement Stabilized Rock Soil, and, road roller compacting smooth with paver.Work as Cement Stabilized Rock Soil
Tamp it is smooth after, splicing is laid with steel plate on Cement Stabilized Rock Soil, and adjacent steel plate is connected by connection component.Pass through
The setting of Cement Stabilized Rock Soil and steel plate only need to separate steel plate, and Cement Stabilized Rock Soil by connection component in disassembly
It can be used as the roadbed on formal road surface, therefore reduce the generation of building waste, substantially reduce the waste of cement, sandstone, thus
Resource is saved, economic benefit is improved.The steel plate separated simultaneously is Ke Xunhuanliyong, the material as next temporary construction road
Material, improves the utilization rate of resource.
Preferably, expansion joint is reserved between the adjacent steel plate.
By using above-mentioned technical proposal, there are thermal expansion and contractions for steel plate, thus when there is the temperature difference steel plate volume
It can change, if being fitted closely between steel plate, ring can be broken and connect the connection component of adjacent steel plate, to influence adjacent steel plate
Between fastness.By the setting at expansion joint, deformation space is provided for expanding with heat and contract with cold for steel plate, to avoid connection component quilt
It destroys.
Preferably, the connection component includes connection sheet and fixing bolt, and the connection sheet offers through-hole, the fixation
The stud of bolt passes through the through-hole and is threadedly engaged with the steel plate.
By using above-mentioned technical proposal, first connection sheet is placed on adjacent steel plate, and the stud of fixing bolt is worn
The through-hole and steel plate for crossing connection sheet are screwed, to complete the fixation of adjacent steel plate.Pass through setting for connection sheet and fixing bolt
It sets, so that being detachably connected between steel plate, so that steel plate can be recycled, to improve the utilization rate of steel plate.Simultaneously with company
Contact pin and the fixed adjacent steel plate of fixing bolt are more convenient quick, can save many times, shorten the duration, improve effect
Rate.
Preferably, the steel plate layer is provided with the kerbstone being close to the steel plate, the road along the two sides of road direction
Kerb setting is in the ground layer upper surface, and the upper surface of the kerbstone is higher than the upper surface of the steel plate.
By using above-mentioned technical proposal, pass through due to often having oversize vehicle on construction road, can have to steel plate compared with
Big pressure, and when vehicle when passing through on one side, can make neighbouring steel plate generate the trend of lateral displacement in steel plate, this movement becomes
Gesture can be generated to fixing bolt shearing force, be easy to make fixing bolt that failure by shear occur, influenced the stationarity between adjacent steel plate.
By the setting of kerbstone, the lateral displacement of steel plate is limited, so that the shearing force that fixing bolt is subject to is substantially reduced, to protect
The stationarity between adjacent steel plate is demonstrate,proved.
Preferably, deceleration strip is installed by bolt spacings in the steel plate layer.
By using above-mentioned technical proposal, when vehicle passes through on the steel plate, since surface of steel plate is relatively smooth, if encountering
When emergency needs to brake, tire may skid with steel plate, and vehicle is not easy to stop.By the setting of deceleration strip, when need
When braking, the frictional force of tire and deceleration strip is larger, so that vehicle is easy to stop, to improve the safety of vehicle driving
Property.
Preferably, the kerbstone is provided with the wiper mechanism for cleaning the steel plate, institute away from the steel plate side
Stating wiper mechanism includes standing on the ground layer and the water pipe connecting with water source, the rotation spray for being mounted on the water pipe water outlet
Head.
More soil can be carried on tire since engineering truck is often opened in temporary road by using above-mentioned technical proposal
Dust can make steel plate more dirty and messy, influence the cleaning of surface of steel plate;And one to rainy day, if soil is more, tire be easy with
Soil skids, and wheel opens out-of-date soil and is easy to be splashed on the people of walking.Steel plate is cleaned by rotary nozzle, is guaranteed
Surface of steel plate it is clean and tidy so that soil will not be splashed to pedestrian in the rainy day.
Preferably, the kerbstone is equipped with planting soil away from the steel plate side and on the ground layer, described
Kind is implanted with turf on planting soil.
By using above-mentioned technical proposal, rotary nozzle has water and leaks down in water spray, after water flows to ground layer, meeting
The stability for influencing the soil in ground layer, easily causes soil erosion, so that ground layer is slack and undisciplined, to influence the steady of construction road
It is qualitative.By planting the setting of layer, and Turf Culture, so that is leaked down from rotary nozzle absorbs for turf grass growth, avoid
The water body of ground layer is lost.
Preferably, grass-planting grid is provided on the planting soil, the turf is planted in the grass-planting grid.
By using above-mentioned technical proposal, since turf is to spell to be seeded on plantation layer, and have pedestrian on turf
Walking, sole can generate opposing force with turf, be easy to deviate turf, expose plantation layer, the kind so that pedestrian may step on
It plants on layer.By the setting of grass-planting grid, turf is limited in grass-planting grid, is shifted so as to avoid turf, makes pedestrian not
It can step on and plant on layer.
Compared with prior art, the utility model has the advantages that:
1, by the setting of Cement Stabilized Rock Soil and steel plate, steel plate need to be only separated by connection component in disassembly, and
Cement Stabilized Rock Soil can be used as the roadbed on formal road surface, therefore reduce the generation of building waste, substantially reduce cement, sand
The waste of stone improves economic benefit to save resource;
2, the steel plate separated is Ke Xunhuanliyong, as the material of next temporary construction road, improves the utilization rate of resource;
3, by the setting of deceleration strip, when needing to brake, the frictional force of tire and deceleration strip is larger, so that vehicle holds very much
It easily stops, to improve the safety of vehicle driving;
4, steel plate is cleaned by rotary nozzle, ensure that the clean and tidy of surface of steel plate, so that soil is not in the rainy day
It can be splashed to pedestrian;
5, by planting the setting of layer, and Turf Culture, make to leak down from rotary nozzle absorbs for turf grass growth, avoids
The water body of ground layer is lost.
Detailed description of the invention
Fig. 1 is the utility model schematic perspective view;
Fig. 2 is the portion the A enlarged drawing of Fig. 1.
Appended drawing reference: 1, ground layer;2, Cement Stabilized Rock Soil;3, steel plate;4, connection component;41, connection sheet;42, solid
Determine bolt;43, through-hole;5, expansion joint;6, kerbstone;7, deceleration strip;8, planting soil;81, grass-planting grid;82, turf;9, cleaning machine
Structure;91, water pipe;92, rotary nozzle.
Specific embodiment
With reference to the accompanying drawings and examples, the utility model is described in detail.
The unit of written specification is mm in the present embodiment.
A kind of steel plate temporary construction road structure, referring to Fig.1, including ground layer 1, ground layer 1 are nature soil layer.Ground layer
It is equipped with the Cement Stabilized Rock Soil 2 of 200mm thickness on 1, steel plate layer is provided on Cement Stabilized Rock Soil 2, steel plate layer includes more
The connection component 4(of steel plate 3 and the adjacent steel plate 3 of connection that block is laid on Cement Stabilized Rock Soil 2 is shown in Fig. 2), steel plate 3 is using thick
Hot rolling medium plate of the degree for 20mm, specification 1500*6000*20, rank Q235B, and be reserved between adjacent steel plate 3
The expansion joint 5 of 5mm.
Referring to Fig. 2, connection component 4 includes connection sheet 41 and fixing bolt 42, and connection sheet 41 is using the heat with a thickness of 15mm
It rolls medium plate cutting to be made, specification 100*50*15, rank Q235B;Fixing bolt 42 uses hex bolts, performance etc.
Grade is 10.9, specification M20*1.5*55.Connection sheet 41 offers through-hole 43(and sees Fig. 1), the stud of fixing bolt 42 passes through logical
Hole 43 is simultaneously threadedly engaged with steel plate 3.
Referring to Fig.1, steel plate layer is provided with the kerbstone 6 being close to steel plate 3 along the two sides of road direction, and kerbstone 6 uses
Grade of compressive strength is Cc50, specification 350*200, the special solidifying native strip kerbstone 6 that flexural strength grade is Cf50.
The setting of kerbstone 6 is in 1 upper surface of ground layer, and the upper surface of kerbstone 6 is higher than the upper surface of steel plate 3.
Bolt being crossed every 20 rice grain patterns on 3 layers of steel plate, deceleration strip 7 being installed, deceleration strip 7 uses speed-reducing rubber band, and specification is
The middle section 1000*350*50().
Kerbstone 6 is equipped with planting soil 8 away from 3 side of steel plate and on ground layer 1, is embedded with grass planting on planting soil 8
Lattice 81, grass-planting grid 81 are made of complex fiber material, and interior kind of grass-planting grid 81 is implanted with turf 82.It is arranged above grass-planting grid 81 useful
In the wiper mechanism 9 of cleaning steel plate 3, wiper mechanism 9 includes water pipe 91 and rotary nozzle 92, and rotary nozzle 92 is using 90 degree of rotations
Rotatable plasticizing spray head.Water pipe 91 is connect with water source, is existed side by side above grass-planting grid 81, and rotary nozzle 92 is mounted on the water outlet of water pipe 91
Mouthful.
Working principle of the utility model is:
According to live soil property situation and Deepen Design method, after smooth compacting foundation layer 1, pave Cement Stabilized Rock Soil
2, and it is smooth with road roller compacting.Then it is being laid with steel plate 3 above, is being connected between steel plate 3 by connection sheet 41 and fixing bolt 42
Connect fixation.The kerbstone 6 for being used to limit 3 road surface lateral displacement of steel plate is set to ground layer 1 again, and it is broken to be close to cement stabilizing
The two sides of stone soil 2.
Then away from 3 side of steel plate and it is located at laying planting soil 8 on ground layer 1 in kerbstone 6, and is buried in planting soil 8
If grass-planting grid 81.Outside the prominent planting soil 8 of grass-planting grid 81, and the Turf Culture 82 on grass-planting grid 81.
The water pipe 91 for connecting water source is led on grass-planting grid 81, and draws long one end distance straight up.In going out for water pipe 91
Rotary nozzle 92 is fixedly mounted in the mouth of a river, for carrying out spraying-rinsing to steel plate 3.
The above is only the preferred embodiment of the utility model, and the protection scope of the utility model is not limited merely to
Above-described embodiment, technical solution belonging to the idea of the present invention belong to the protection scope of the utility model.It should refer to
Out, for those skilled in the art, it is without departing from the principle of the utility model it is several improvement and
Retouching, these improvements and modifications also should be regarded as the protection scope of the utility model.
Claims (8)
1. a kind of steel plate temporary construction road structure, including ground layer (1), it is characterised in that: the ground layer (1) includes nature
Soil is equipped with Cement Stabilized Rock Soil (2) on the ground layer (1), is provided with steel plate on the Cement Stabilized Rock Soil (2)
Layer, the steel plate layer include the steel plate (3) that muti-piece is laid on the Cement Stabilized Rock Soil (2) and the adjacent steel plate of connection
(3) connection component (4).
2. a kind of steel plate temporary construction road structure according to claim 1, it is characterised in that: the adjacent steel plate (3)
Between be reserved with expansion joint (5).
3. a kind of steel plate temporary construction road structure according to claim 2, it is characterised in that: the connection component (4)
Including connection sheet (41) and fixing bolt (42), the connection sheet (41) is offered through-hole (43), the fixing bolt (42)
Stud passes through the through-hole (43) and is threadedly engaged with the steel plate (3).
4. a kind of steel plate temporary construction road structure according to claim 1, it is characterised in that: the steel plate layer is along road
The two sides in direction are provided with the kerbstone (6) being close to the steel plate (3), and the kerbstone (6) is arranged in the ground layer (1)
Upper surface, and the upper surface of the kerbstone (6) is higher than the upper surface of the steel plate (3).
5. a kind of steel plate temporary construction road structure according to claim 1, it is characterised in that: pass through in the steel plate layer
Bolt spacings are equipped with deceleration strip (7).
6. a kind of steel plate temporary construction road structure according to claim 4, it is characterised in that: kerbstone (6) back
The steel plate (3) side is provided with the wiper mechanism (9) for cleaning the steel plate (3), the wiper mechanism (9) includes vertical
The water pipe (91) that connect on the ground layer (1) and with water source, the rotary nozzle for being mounted on the water pipe (91) water outlet
(92)。
7. a kind of steel plate temporary construction road structure according to claim 6, it is characterised in that: kerbstone (6) back
It is equipped with planting soil (8) from the steel plate (3) side and on the ground layer (1), the planting soil (8) on kind is implanted with grass
Skin (82).
8. a kind of steel plate temporary construction road structure according to claim 7, it is characterised in that: on the planting soil (8)
It is provided with grass-planting grid (81), the turf (82) is planted in the grass-planting grid (81).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820758849.9U CN208379362U (en) | 2018-05-21 | 2018-05-21 | A kind of steel plate temporary construction road structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820758849.9U CN208379362U (en) | 2018-05-21 | 2018-05-21 | A kind of steel plate temporary construction road structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208379362U true CN208379362U (en) | 2019-01-15 |
Family
ID=64971469
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820758849.9U Expired - Fee Related CN208379362U (en) | 2018-05-21 | 2018-05-21 | A kind of steel plate temporary construction road structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208379362U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111962353A (en) * | 2020-08-05 | 2020-11-20 | 安徽智星交通科技股份有限公司 | Assembled road surface device |
-
2018
- 2018-05-21 CN CN201820758849.9U patent/CN208379362U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111962353A (en) * | 2020-08-05 | 2020-11-20 | 安徽智星交通科技股份有限公司 | Assembled road surface device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108316089B (en) | Method for repairing pavement by adopting plain concrete and reinforced concrete | |
CN104652217A (en) | Modified emulsified asphalt fiber synchronous pavement surface dressing construction method | |
CN112144573B (en) | Reverse-slotting PC (polycarbonate) member rapid inspection well construction method | |
CN112695582A (en) | Assembly type construction and repair structure of highway pavement and rapid construction method thereof | |
CN101886364B (en) | Pavement paver capable of spanning central median for construction and construction method thereof | |
CN208379362U (en) | A kind of steel plate temporary construction road structure | |
CN114908630A (en) | Factory road structure and secondary permanent-temporary combined layered construction method | |
CN201704603U (en) | Pavement paver capable of constructing across central dividing strip | |
KR101097995B1 (en) | Concrete modular panels for rigid paving and fast construction method | |
CN102330401B (en) | Joint-expansion-free refilling process for cement concrete road slab joint | |
CN103422410B (en) | A kind of airfield pavement is not suspended and is overlayed the construction method of concrete prefabricated board | |
CN207452609U (en) | A kind of hassock layer Foam lightweight soil road structure in deep soft foundation section | |
CN207003157U (en) | A kind of roadbed material of energy saving and environment friendly highway | |
CN102787549B (en) | Method for mending longitudinal/transverse single cracks of asphalt concrete pavement | |
CN104894942B (en) | The recyclable combination construction sidewalk of drainage type | |
CN207659813U (en) | A kind of pervious concrete pavement constructing structure | |
CN208055793U (en) | A kind of structure using plain concrete and reinforced concrete repairing road | |
CN102758393A (en) | Cement concrete pavement damage repairing method | |
CN202543759U (en) | Concrete block for road construction | |
CN208933792U (en) | Watering device for crawler asphalt paver | |
CN207828722U (en) | A kind of protection structure for crossing over karez suitable for Xinjiang region roadbed | |
CN112095394A (en) | Composite pavement with excellent drainage function and construction method thereof | |
CN111979865A (en) | Composite asphalt pavement construction method | |
CN206858992U (en) | A kind of draining paving structure of antiskid thin layer | |
CN112523028A (en) | Waterproof edge sealing construction method for joint of pit and groove of asphalt pavement |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP03 | Change of name, title or address |
Address after: 312025 No. 8 Qianqingzhen Cultural Road, Keqiao District, Shaoxing City, Zhejiang Province Patentee after: Zhejiang Dongxia Construction Industry Group Co.,Ltd. Address before: 312030 Zhenjiang Bridge, Yangxunqiao, Keqiao District, Shaoxing City, Zhejiang Province Patentee before: ZHEJIANG DONGSHA CONSTRUCTION ENGINEERING Co.,Ltd. |
|
CP03 | Change of name, title or address | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190115 |
|
CF01 | Termination of patent right due to non-payment of annual fee |