CN215366617U - Town road faces combination construction structures forever - Google Patents
Town road faces combination construction structures forever Download PDFInfo
- Publication number
- CN215366617U CN215366617U CN202121823580.6U CN202121823580U CN215366617U CN 215366617 U CN215366617 U CN 215366617U CN 202121823580 U CN202121823580 U CN 202121823580U CN 215366617 U CN215366617 U CN 215366617U
- Authority
- CN
- China
- Prior art keywords
- permanent
- temporary
- construction
- interim
- road
- 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.)
- Active
Links
Images
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model belongs to the technical field of road construction and specifically relates to a town road faces combination construction structure forever, when having solved demolising interim road, still has construction material's the waste and the problem of the production of building the waste material, and it is including a plurality of permanent highway sections and a plurality of interim highway sections that are connected, permanent highway section includes bed course, basic unit and the surface course of laying in proper order by supreme down, interim highway section includes a plurality of superimposed interim boards mutually, interim board with be equipped with between the permanent highway section and adopt loose material to lay the filling layer that forms. The construction method has the advantages of reducing construction material waste caused by construction of temporary roads and reducing production of construction waste during dismantling.
Description
Technical Field
The application relates to the field of road construction, especially, relate to a town road faces combination construction structures forever.
Background
At present, the adoption of permanent and temporary combination in building construction is an industry trend, a part of projects which are expected to be constructed in the early construction period and are also needed in construction are constructed in advance according to construction standards, a temporary project is not needed to be constructed in the construction, and the reconstruction of the part of projects is omitted.
When the road is built by using the permanent temporary combination method, the permanent temporary combination road needs to be planned according to the predicted route for paving the road, and the route needed to be used in the construction process is built, so that the permanent road section occupation ratio is as large as possible, the transportation of construction materials is convenient, and the construction is facilitated. After the construction is finished, the temporary roads or the permanent roads occupying other projects are removed, and the construction of other projects can be carried out.
In view of the above-mentioned related art, the inventors believe that there is still a waste of construction materials and a generation of construction waste when dismantling a temporary road, and awaits further improvement.
SUMMERY OF THE UTILITY MODEL
In order to reduce the waste of the construction material that the construction of interim road leads to, reduce the production of building the waste material when demolising, this application provides a town road faces always and combines construction structure.
The application provides a town road faces to combine construction structures forever and adopts following technical scheme:
the utility model provides a town road faces forever and combines construction structures, includes a plurality of permanent highway sections and a plurality of interim highway sections that are connected, permanent highway section includes bed course, basic unit and the surface course of laying in proper order by supreme down, interim highway section includes a plurality of superimposed interim boards mutually, interim board with be equipped with the filling layer that adopts loose material to lay and form between the permanent highway section.
By adopting the technical scheme, the construction of the permanent road section at the overlapping position of the road section required by construction and the planned and predicted road section is facilitated, the permanent road section is connected between the permanent road sections through the superposition of the multiple layers of temporary plates and the filling of the filling layers between the temporary plates, the normal operation of construction is ensured, the temporary road section after construction is convenient to remove and the temporary plates are recycled, and the generation of construction waste is reduced.
Optionally, the two sides of the temporary plate in the length direction are both provided with an embedding groove, and the two adjacent layers of temporary plates are embedded with a limiting block in the corresponding embedding grooves together.
Through adopting above-mentioned technical scheme, made things convenient for with superimposed multilayer temporary plate spacing, reduced the probability that temporary plate rocked under the exogenic action, improved the stability of the temporary road section that temporary plate set up and form.
Optionally, the base layer is retracted in the length direction between the corresponding cushion layer and the corresponding face layer to form a groove, and the groove is engaged with the corresponding temporary plate or the corresponding filling layer.
By adopting the technical scheme, the temporary plate on the middle layer is conveniently erected on the cushion layer, the temporary plate is connected with the permanent road section in an embedded mode, the probability that the temporary plate has too many functions or sinks is reduced, and the connection stability of the temporary road section and the permanent road section is further improved.
Optionally, a steel reinforcement framework is arranged in the filling layer.
Through adopting above-mentioned technical scheme, arrange steel reinforcement framework in the filling layer, improved the intensity and the stability of filling layer, strengthened the stability of interim highway section.
Optionally, a plurality of reinforcing rods are fixed to one end of the temporary plate.
Through adopting above-mentioned technical scheme, made things convenient for in inserting many stiffeners reinforcing cage and the packing layer, strengthened the stability of the connection between interim board and the packing layer, further improved the stability of interim highway section.
Optionally, a hard partition plate is laid above the temporary road section.
By adopting the technical scheme, the connection part of the temporary road section and the permanent road section is conveniently covered by the hard partition plate, the probability of damage of the edges of the temporary plate and the permanent road section under the pressure of a heavy object is reduced, and the long-term use of the permanent road section and the repeated use of the temporary plate are facilitated.
Optionally, baffles are arranged on both sides of the temporary road section in the length direction.
Through adopting above-mentioned technical scheme, made things convenient for and blocked the intraformational bulk material of packing through the baffle, prevent that the intraformational bulk material of packing from dropping from interim highway section both sides, and then lead to interim highway section stability to reduce.
Optionally, the baffle is flexible, the upper end of the baffle in the vertical direction is fixed between the hard partition plate and the temporary plate, and the lower end of the baffle in the vertical direction is fixed below the temporary plate at the bottommost layer.
Through adopting above-mentioned technical scheme, made things convenient for through the stereoplasm baffle with the baffle fixed, strengthened the fixed stability of baffle, further reduced the loose probability that drops of filling layer, guaranteed the support of filling layer and interim board to the heavy object on the road surface.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the construction method has the advantages that the construction of the permanent road section at the overlapping position of the road section required by construction and the planned and predicted road section is facilitated, the permanent road section is connected between the permanent road sections through the superposition of multiple layers of temporary plates and the filling of filling layers between the temporary plates, the normal operation of construction is ensured, the removal of the temporary road section and the reutilization of the temporary plates after construction are facilitated, and the generation of construction waste is reduced;
2. the end part of the permanent road section is provided with the groove, the temporary plate is embedded into the end part of the permanent road section, the two sides of the temporary plate are provided with the embedding grooves, and the corresponding embedding grooves are embedded with the limiting blocks together, so that the connection stability between the permanent road section and the temporary road section and between the adjacent temporary plates is enhanced, the probability that the temporary plate moves and sinks under the action of external force is reduced, and the temporary road section is convenient to support a heavy object above;
3. through putting into steel reinforcement framework in the filling layer, at the fixed stiffener of interim board tip, set up the baffle in interim highway section both sides, strengthened the intensity of filling layer and the stability of being connected between filling layer and interim board, prevent that the intraformational bulk material of packing from dropping, and then lead to the filling layer holding power not enough.
Drawings
FIG. 1 is a schematic structural diagram of a town road permanent temporary combined construction structure of the embodiment of the application.
FIG. 2 is a side view of a town road permanent temporary joining construction structure according to an embodiment of the present application.
Description of reference numerals: 1. a permanent road section; 11. a cushion layer; 12. a base layer; 13. a surface layer; 14. a groove; 2. a temporary road section; 3. a temporary plate; 31. a reinforcing bar; 32. a fitting groove; 33. a limiting block; 4. a filling layer; 41. a steel reinforcement cage; 5. a hard spacer; 6. and a baffle plate.
Detailed Description
The present application is described in further detail below with reference to figures 1-2.
The embodiment of the application discloses town road faces combination construction structures forever. Referring to fig. 1 and 2, a town road permanent temporary combined construction structure includes a permanent road section 1 laid at a position which is a predetermined planned road section and a construction required road section, and a temporary road section 2 laid at a position other than the permanent road section 1 on the construction required road section, wherein the permanent road sections 1 and the temporary road sections 2 are connected in a staggered manner, thereby facilitating the transportation of construction materials on the permanent road section 1 and the temporary road section 2 during construction.
Referring to fig. 1 and 2, the permanent road section 1 includes a cushion layer 11, a base layer 12 and a surface layer 13 which are sequentially laid from bottom to top, the cushion layer 11 is formed by laying and compacting soil foundations of a construction site in the embodiment of the present application, the base layer 12 is formed by laying hard crushed stones of the construction site in the embodiment of the present application, and the surface layer 13 is formed by laying reinforced concrete in the embodiment of the present application, which facilitates long-term use of the permanent road section 1.
Referring to fig. 1 and 2, the temporary road section 2 includes a plurality of stacked temporary boards 3 and a filling layer 4 filled between the temporary boards 3 and the permanent road section 1, the temporary boards 3 are made of reinforced concrete in the embodiment of the present application, and the filling layer 4 is formed by paving hard crushed stones on a construction site in the embodiment of the present application, so that the splicing, assembling and disassembling of the temporary road section 2 are facilitated, the reuse of the temporary boards 3 is facilitated, and the generation of construction waste is reduced.
Referring to fig. 1 and 2, the end of the temporary section 2 close to the permanent section 1 is provided with a groove 14 at the end of the base layer 12, and the groove 14 is embedded and matched with the corresponding temporary plate 3 or the filling layer 4, so that the connection stability between the temporary plate 3 and the permanent section 1 is enhanced, and the probability of displacement and sinking of the temporary plate 3 under the action of external force is reduced.
Referring to fig. 1 and 2, a plurality of gomphosis grooves 32 have all been evenly seted up along the side to 3 length direction both sides of interim board, and it is corresponding to have made things convenient for a plurality of gomphosis grooves 32 with two superimposed interim boards 3 to imbed stopper 33 jointly in corresponding gomphosis groove 32, improved the stability between two superimposed interim boards 3 mutually, reduced interim board 3 and rocked the probability of aversion under the exogenic action.
Referring to fig. 1 and 2, be equipped with framework of steel reinforcement 41 in the filling layer 4, strengthened the intensity of filling layer 4, 3 one end of interim board is fixed with stiffener 31, stiffener 31 is the reinforcing bar section in this application embodiment, and stiffener 31 inserts and locates between filling layer 4 and framework of steel reinforcement 41, has strengthened interim board 3 and spacing stability between filling layer 4, has improved the intensity and the stability of interim highway section 2, has guaranteed the bearing capacity of interim highway section 2 to the heavy object on the road surface.
Referring to fig. 1 and 2, a hard partition plate 5 is disposed above the temporary section 2, two ends of the hard partition plate 5 are erected on two adjacent permanent sections 1 of the corresponding temporary section 2, and the hard partition plate 5 is made of an iron plate in the embodiment of the present application, so that edges at two ends of the temporary section 2 and the permanent section 1 are conveniently covered, the edges of the temporary section 2 and the permanent section 1 are prevented from being broken under the pressure of a heavy object, and the repeated use of the temporary section 2 and the subsequent long-term use of the permanent section 1 are facilitated.
Referring to fig. 1 and 2, baffle 6 is arranged on both sides of the temporary road section 2, the baffle 6 is made of soft material such as rubber plate, the upper end of the baffle 6 is fixed between the hard partition plate 5 and the temporary plate 3, the lower end of the baffle 6 is fixed below the temporary plate 3 at the bottom layer, and both sides of the filling layer 4 in the temporary road section 2 are blocked, so that loose materials in the filling layer 4 are prevented from falling from both sides of the temporary road section 2, and the supporting capacity of the filling layer 4 is insufficient.
The embodiment of the application provides a municipal road faces implementation principle who combines construction structure forever and does: the method comprises the steps of laying permanent road sections 1 on road sections which are preset to be paved and are required for construction, laying baffle plates 6 on two sides of each broken permanent road section 1, digging grooves 14 in a base layer 12 of a middle layer at the end parts of the permanent road sections 1, laying temporary plates 3 prefabricated by reinforced concrete and steel bar frameworks 41 in the broken permanent road sections 1 in a staggered mode, filling loose materials such as hard gravels in the steel bar frameworks 41 to form filling layers 4, and enabling the temporary plates 3 to be matched with the grooves 14 in an embedded mode to connect the broken permanent road sections 1.
The baffle 6 is turned upwards, so that the baffle 6 blocks two ends of the filling layers 4 at two sides of the temporary road section 2, the hard partition plates 5 are placed above the temporary road section 2, the hard partition plates 5 are erected at the end parts of the surface layers 13 of the two adjacent permanent road sections 1, the upper ends of the baffle 6 are fixed between the hard partition plates 5 and the temporary road section 2, loose materials in the filling layers 4 are prevented from falling off, namely, the permanent road section 1 and the temporary road section 2 are laid, the normal use of the permanent road section 1 and the temporary road section 2 in the construction process is ensured, the temporary road section 2 is dismantled after construction, the temporary plates 3 and the steel bar framework 41 are reused, and other purposes are built on the original temporary road section 2.
The above is a preferred embodiment of the present application, and the scope of protection of the present application is not limited by the above, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a town road faces combination construction structures forever which characterized in that: including a plurality of permanent highway sections (1) and a plurality of interim highway sections (2) that are connected, permanent highway section (1) includes bed course (11), basic unit (12) and surface course (13) of laying in proper order by supreme down, interim highway section (2) include a plurality of interim boards (3) that superpose mutually, interim board (3) with be equipped with between permanent highway section (1) and adopt loose material to lay filling layer (4) that form.
2. The permanent adjacent combined construction structure for the municipal road according to claim 1, wherein: the temporary plates (3) are provided with embedding grooves (32) on two sides in the length direction, and limiting blocks (33) are embedded in the corresponding embedding grooves (32) on the two adjacent layers of the temporary plates (3) together.
3. The permanent adjacent combined construction structure for the municipal road according to claim 1, wherein: the base layer (12) retracts to the corresponding space between the cushion layer (11) and the surface layer (13) in the length direction to form a groove (14), and the groove (14) is matched with the corresponding temporary plate (3) or the filling layer (4) in a embedding mode.
4. The permanent adjacent combined construction structure for the municipal road according to claim 1, wherein: and a steel reinforcement framework (41) is arranged in the filling layer (4).
5. The permanent adjacent combined construction structure for the municipal road according to claim 1, wherein: and a plurality of reinforcing rods (31) are fixed at one end of the temporary plate (3).
6. The permanent adjacent combined construction structure for the municipal road according to claim 1, wherein: and a hard partition plate (5) is laid above the temporary road section (2).
7. The permanent adjacent combined construction structure for the municipal road according to claim 6, wherein: baffle plates (6) are arranged on two sides of the temporary road section (2) in the length direction.
8. The permanent adjacent combined construction structure for the municipal road according to claim 7, wherein: the baffle (6) is soft, the upper end of the baffle (6) in the vertical direction is fixed between the hard partition plate (5) and the temporary plate (3), and the lower end of the baffle (6) in the vertical direction is fixed below the temporary plate (3) at the bottommost layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121823580.6U CN215366617U (en) | 2021-08-05 | 2021-08-05 | Town road faces combination construction structures forever |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121823580.6U CN215366617U (en) | 2021-08-05 | 2021-08-05 | Town road faces combination construction structures forever |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215366617U true CN215366617U (en) | 2021-12-31 |
Family
ID=79615772
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121823580.6U Active CN215366617U (en) | 2021-08-05 | 2021-08-05 | Town road faces combination construction structures forever |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215366617U (en) |
-
2021
- 2021-08-05 CN CN202121823580.6U patent/CN215366617U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109914173B (en) | Foam light soil pouring table back structure in expressway reconstruction and extension project and construction method thereof | |
| CN205399090U (en) | On stride highway's pile foundation reinforced concrete railway roadbed structure | |
| CN110644323A (en) | Pavement slab, pavement structure and construction method suitable for temporary road soft soil foundation | |
| CN214993554U (en) | Hydraulic engineering's side slope reinforced structure | |
| CN217923716U (en) | Waste concrete beam plate recycling retaining wall | |
| CN111485902B (en) | Tunnel construction method for side-span non-filling type deep and large karst cave section | |
| CN107354953A (en) | Concrete rib band and the reinforced Retaining wall structure of intensive aspect and construction method | |
| CN108004866B (en) | Precast concrete road system and construction method | |
| CN206902741U (en) | Concrete rib band and the reinforced Retaining wall structure of intensive aspect | |
| CN112227340B (en) | Pile-supported reinforced embankment based on waste tires and working method thereof | |
| CN215366617U (en) | Town road faces combination construction structures forever | |
| CN210946329U (en) | High embankment structure of filling up in subway top | |
| CN111305220A (en) | Concrete support and structural top plate combined building system based on permanent and temporary combination and construction method thereof | |
| CN113481771B (en) | Permanent and temporary combined construction structure for municipal road and construction method thereof | |
| CN115110571B (en) | Retaining wall for recycling waste concrete beam plates and construction method | |
| CN105113350A (en) | Pier abutment roadbed structure and construction method | |
| US4519730A (en) | Method for constructing underground structure | |
| CN212001126U (en) | Concrete support and structure top plate combined building system based on permanent-temporary combination | |
| CN211285121U (en) | Road surface board and road surface structure suitable for interim road weak soil foundation | |
| CN112921962A (en) | Pile foundation reinforcing method | |
| RU2344231C1 (en) | Method of foundation bed construction by horizontal reinforcing with precast concrete components | |
| JP7154715B2 (en) | Track construction method | |
| CN112411288A (en) | Geotextile-containing light soil widened embankment anti-floating structure and construction method thereof | |
| CN109811607B (en) | Light high embankment structure in mountain steep slope road section beneficial to disaster prevention and construction method | |
| CN110777844A (en) | Wall supporting structure based on waste guardrail stand columns and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |