CN205804083U - A kind of assembling steel plate temporary pavement structure - Google Patents
A kind of assembling steel plate temporary pavement structure Download PDFInfo
- Publication number
- CN205804083U CN205804083U CN201620587354.5U CN201620587354U CN205804083U CN 205804083 U CN205804083 U CN 205804083U CN 201620587354 U CN201620587354 U CN 201620587354U CN 205804083 U CN205804083 U CN 205804083U
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- steel
- steel plate
- surface layer
- pavement structure
- plate surface
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Abstract
A kind of assembling steel plate temporary pavement structure, including steel plate surface layer, I-steel basic unit, granular cushion and soil matrix layer, the bottom is soil matrix layer, top is steel plate surface layer, steel plate surface layer be plurality of steel plates fix connection and steel plate connect gap between filling rubber sheet gasket, steel plate surface layer is provided with hole for hoist, the side of steel plate surface layer is provided with connecting hole, it is equipped with granular cushion on soil matrix layer, I-steel basic unit is made up of many I-steel I and the I-steel II being positioned at I-steel both sides, place with 90 degree of angles between I-steel I with I-steel II and I-steel I is fixed with I-steel II and is connected.Assembling steel plate temporary pavement structure of the present utility model, reasonable in design, compare with tradition cast-in-place concrete interim hard surface structure, pavement structure and I-steel basic unit use prefabricated construction, easy construction, construction quality are prone to ensure, reusable, it is achieved green, economy, the construction effect of environmental protection.
Description
Technical field
This utility model relates to a kind of pavement structure, specifically a kind of assembling steel plate temporary pavement structure, belongs to building
With building engineering construction field.
Background technology
Most buildings need to carry out levelling of the land and road surface cure process, at present with construction projects before going into operation
The most universal road surface hardening process makes the mode of employing cast-in-place concrete, and this mode has following all many scarce
Fall into:
(1) pour curing time longer, be unfavorable for shortening the construction period；
(2) job site car load is heavier, and after destruction, reparation is wasted time and energy expensive；
(3) difficulty is removed after construction；
(4) can not recycle, cause waste greatly, disagree with the construction concept of " green, energy-saving and environmental protection ".
If a kind of assembled energy-saving and environment friendly temporary pavement can be invented, current construction will be improved greatly interim
The problem of road surface existence and defect.
Summary of the invention
For the problems referred to above, this utility model provides a kind of assembling steel plate temporary pavement structure, easy construction, construction matter
Amount is prone to ensure, reusable, it is achieved green, economy, the construction effect of environmental protection.
This utility model is realized by techniques below scheme:
A kind of assembling steel plate temporary pavement structure, including steel plate surface layer, I-steel basic unit, granular cushion and soil matrix
Layer, the bottom is soil matrix layer, and top is steel plate surface layer, and described steel plate surface layer is that plurality of steel plates fixes connection and steel plate connects
Filling rubber sheet gasket between gap, described steel plate surface layer is provided with hole for hoist, and the side of described steel plate surface layer is provided with connecting hole, described
Being equipped with granular cushion on soil matrix layer, described I-steel basic unit is by many I-steel I and the I-shaped being positioned at I-steel I both sides
Steel II forms, and places with 90 degree of angles and I-steel I is fixed with I-steel II and is connected between described I-steel I and I-steel II.
Preferably, described I-steel I is parallel to vehicle heading spaced set, two ends closure with I-steel II with
Vehicle heading is vertically arranged.
Preferably, described I-steel I is perpendicular to vehicle heading spaced set, two ends closure with I-steel II with
Vehicle heading be arranged in parallel.
Preferably, described steel plate surface layer scribbles antirust agent.
Preferably, described I-steel I scribbles antirust agent with I-steel II surface.
Preferably, described granular cushion thickness is 10-30 centimetre, and the laying width ratio I-steel basic unit often surveyed is extremely
Few the widest go out 25 centimetres.
This utility model beneficial effect:
(1) pavement structure and I-steel basic unit use prefabricated construction, substantially reduce the engineering time；
(2) steel plate road surface and I-steel basic unit are reusable, economy；
(3) after using, other job sites can be directly lifted into, it is to avoid because dismantling concrete hard surface produces
Building waste, energy-saving and environment friendly.
This utility model dress one joins formula steel plate temporary pavement structure construction convenience, construction quality is prone to ensure, repeatable
Use, it is achieved green, economy, the construction effect of environmental protection, there is commercial value and market prospect widely.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is orthogonal view of the present utility model.
Fig. 3 is this utility model I-steel basic unit top view.
Fig. 4 is this utility model I-steel based structures schematic diagram
In figure: 1, steel plate surface layer, 2, I-steel basic unit, 2-1, I-steel I, 2-2 I-steel II, 3, granular cushion,
4, soil matrix layer, 5, hole for hoist, 6, connecting hole.
Detailed description of the invention
With embodiment, this utility model is described further below in conjunction with the accompanying drawings.
As shown in Figures 1 to 4, a kind of assembling steel plate temporary pavement structure, including steel plate surface layer 1, I-steel basic unit 2,
Granular cushion 3 and soil matrix layer 4, the bottom is soil matrix layer 4, and top is steel plate surface layer 1, and steel plate surface layer 1 is plurality of steel plates
Filling rubber sheet gasket between the gap that fixing connection and steel plate connect, reduces the friction of steel plate junction, and steel plate surface layer 1 is provided with and hangs
Dress hole 5, facilitates lifting construction, the side of steel plate surface layer 1 to be provided with connecting hole 6, soil matrix layer 4 is equipped with granular cushion 3, work
Word base steel layer 2 is made up of many I-steel I 2-1 and I-steel II 2-2 being positioned at I-steel I 2-1 both sides, I-steel I 2-1 and work
Place with 90 degree of angles between word steel II 2-2 and I-steel I 2-1 and I-steel II 2-2 fixes and is connected.
I-steel I 2-1 is parallel to vehicle heading spaced set, two ends closure I-steel II 2-2 and vehicle row
Sail direction to be vertically arranged or I-steel I 2-1 is perpendicular to vehicle heading spaced set, two ends closure I-steel II 2-
2 be arranged in parallel with vehicle heading, it is ensured that the power transmission effect of basic unit.
Antirust agent is scribbled in board finish 1.
I-steel I 2-1 and I-steel II 2-2 surface scribble antirust agent.
Granular cushion 3 thickness is 10-30 centimetre, the laying width ratio I-steel basic unit 2 that often surveys the widest go out 25 lis
Rice；Guarantee the effectiveness of granular cushion.
Soil matrix layer 4 is compacting soil layer, if weak soil etc. should not use the soil layer that compacting processes, then takes to thicken grating broken
Stone bed course carries out changing the mode filled out and processes；Guarantee the stability of soil matrix layer 4.
A kind of assembling steel plate temporary pavement structure, as a example by 6m width road surface, construction procedure is as follows:
Step one, surveying setting-out, mark width of roadway edge line with white lime.
Step 2, soil matrix layer 4 uses small-sized tamping machine to tamp 2-3 time, and every side exceeds width of roadway edge line at least 20cm；As
Fruit is that the Subgrade soils such as weak soil directly lay granular cushion 3.
Step 3, thoroughly does away with job site practical situation, lays granular cushion 10-30cm, lays the every side of width and compares work
Word base steel layer 2 the widest go out 25cm, uniformly tamp by small-sized tamping machine.
Step 4, I-steel brushing preservative, lay I-steel；Along vehicle heading I-steel I 2-1 spacing 30-
50cm parallel laid, two plug I-steel II 2-2 connection side fixing with vehicle heading I-steel vertical runs and employing
Formula.
Step 5, starts to lay steel plate road surface from marginal position, and steel plate uses the size of 2m*2m, thickness 10-20mm, is coated with
Brush preservative；Width of roadway direction lays three pieces, and adjacent connecting hole pin is fixed, and splicing seams rubber blanket stoppers；Along long
Degree direction is laid successively.
Claims (6)
1. an assembling steel plate temporary pavement structure, including steel plate surface layer (1), I-steel basic unit (2), granular cushion
And soil matrix layer (4) (3), it is characterised in that: the bottom is soil matrix layer (4), and top is steel plate surface layer (1), described steel plate surface layer
(1) be plurality of steel plates fix connection and steel plate connect gap between filling rubber sheet gasket, described steel plate surface layer (1) is provided with lifting
Hole (5), the side of described steel plate surface layer (1) is provided with connecting hole (6), described soil matrix layer (4) is equipped with granular cushion
(3), described I-steel basic unit (2) is by many I-steel I (2-1) and the I-steel II (2-2) that is positioned at I-steel I (2-1) both sides
Composition, places and I-steel I (2-1) and I-steel with 90 degree of angles between described I-steel I (2-1) and I-steel II (2-2)
II (2-2) is fixing to be connected.
A kind of assembling steel plate temporary pavement structure the most according to claim 1, it is characterised in that: described I-steel I (2-
1) being parallel to vehicle heading spaced set, two ends closure I-steel II (2-2) is vertically arranged with vehicle heading.
A kind of assembling steel plate temporary pavement structure the most according to claim 1, it is characterised in that: described I-steel I (2-
1) being perpendicular to vehicle heading spaced set, two ends closure I-steel II (2-2) be arranged in parallel with vehicle heading.
A kind of assembling steel plate temporary pavement structure the most according to claim 1, it is characterised in that: described steel plate surface layer
(1) antirust agent is scribbled on.
A kind of assembling steel plate temporary pavement structure the most according to claim 1, it is characterised in that: described I-steel I (2-
1) antirust agent is scribbled with I-steel II (2-2) surface.
A kind of assembling steel plate temporary pavement structure the most according to claim 1, it is characterised in that: described graded broken stone pad
Layer (3) thickness is 10-30 centimetre, laying width ratio I-steel basic unit (2) often surveyed the widest go out 25 centimetres.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620587354.5U CN205804083U (en) | 2016-06-17 | 2016-06-17 | A kind of assembling steel plate temporary pavement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620587354.5U CN205804083U (en) | 2016-06-17 | 2016-06-17 | A kind of assembling steel plate temporary pavement structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205804083U true CN205804083U (en) | 2016-12-14 |
Family
ID=58142773
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620587354.5U Expired - Fee Related CN205804083U (en) | 2016-06-17 | 2016-06-17 | A kind of assembling steel plate temporary pavement structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205804083U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107620239A (en) * | 2017-10-10 | 2018-01-23 | 储君 | A kind of cement road laying method |
| CN107740318A (en) * | 2017-10-10 | 2018-02-27 | 储君 | A kind of laying method of cement road |
| CN109518559A (en) * | 2019-01-08 | 2019-03-26 | 哈尔滨理工大学 | A kind of ground level compensation device that is open to traffic suitable for a variety of intervals |
| CN110747711A (en) * | 2019-11-04 | 2020-02-04 | 河南省交通规划设计研究院股份有限公司 | Assembled temporary road and manufacturing method thereof |
| CN111877679A (en) * | 2020-07-29 | 2020-11-03 | 广州市柏舍装饰设计有限公司 | Construction process of high-strength floor in subway space |
| CN113152240A (en) * | 2021-04-23 | 2021-07-23 | 九江职业技术学院 | Automatic robot that spouts of road surface |
| CN113481771A (en) * | 2021-08-05 | 2021-10-08 | 常熟市第二市政路桥建设工程有限公司 | Permanent-temporary combined construction structure for municipal road and construction method thereof |
-
2016
- 2016-06-17 CN CN201620587354.5U patent/CN205804083U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107620239A (en) * | 2017-10-10 | 2018-01-23 | 储君 | A kind of cement road laying method |
| CN107740318A (en) * | 2017-10-10 | 2018-02-27 | 储君 | A kind of laying method of cement road |
| CN109518559A (en) * | 2019-01-08 | 2019-03-26 | 哈尔滨理工大学 | A kind of ground level compensation device that is open to traffic suitable for a variety of intervals |
| CN110747711A (en) * | 2019-11-04 | 2020-02-04 | 河南省交通规划设计研究院股份有限公司 | Assembled temporary road and manufacturing method thereof |
| CN111877679A (en) * | 2020-07-29 | 2020-11-03 | 广州市柏舍装饰设计有限公司 | Construction process of high-strength floor in subway space |
| CN111877679B (en) * | 2020-07-29 | 2021-09-28 | 广州市柏舍装饰设计有限公司 | Construction process of high-strength floor in subway space |
| CN113152240A (en) * | 2021-04-23 | 2021-07-23 | 九江职业技术学院 | Automatic robot that spouts of road surface |
| CN113152240B (en) * | 2021-04-23 | 2022-10-18 | 九江职业技术学院 | Automatic robot that spouts of road surface |
| CN113481771A (en) * | 2021-08-05 | 2021-10-08 | 常熟市第二市政路桥建设工程有限公司 | Permanent-temporary combined construction structure for municipal road and construction method thereof |
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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 |
Granted publication date: 20161214 Termination date: 20170617 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |