CN220813279U - Integrated assembly type steel plate temporary road - Google Patents
Integrated assembly type steel plate temporary road Download PDFInfo
- Publication number
- CN220813279U CN220813279U CN202322677726.6U CN202322677726U CN220813279U CN 220813279 U CN220813279 U CN 220813279U CN 202322677726 U CN202322677726 U CN 202322677726U CN 220813279 U CN220813279 U CN 220813279U
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- steel plate
- steel
- embossed
- assembly type
- road
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 92
- 239000010959 steel Substances 0.000 title claims abstract description 92
- 239000011178 precast concrete Substances 0.000 claims abstract description 22
- 239000002689 soil Substances 0.000 claims abstract description 22
- 238000009434 installation Methods 0.000 claims abstract description 4
- 239000004575 stone Substances 0.000 claims description 9
- 238000005553 drilling Methods 0.000 claims description 6
- 238000005259 measurement Methods 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 238000000465 moulding Methods 0.000 claims 2
- 239000004567 concrete Substances 0.000 abstract description 15
- 238000010276 construction Methods 0.000 description 11
- 239000004576 sand Substances 0.000 description 4
- 238000005034 decoration Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000007790 scraping Methods 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
Abstract
The utility model discloses an integrated assembly type steel plate temporary road, which comprises a plain soil ramming layer, wherein precast concrete beams are arranged at two ends of the top of the plain soil ramming layer, a graded gravel layer is paved between two groups of precast concrete beams, an embossed steel plate is arranged at the bottom of the graded gravel layer, two ends of the embossed steel plate are connected with channel steel, and the channel steel is arranged on the precast concrete beams, and the integrated assembly type steel plate temporary road comprises the following components: the installation mode of the integrated device steel plate is adopted, so that the temporary road is paved conveniently; the first hanging lugs are welded at the two ends of the channel steel, the second hanging lugs are welded at the two ends of the embossed steel plate, and the second hanging lugs and the first hanging lugs are fixedly connected through bolts and are quickly disassembled; prefabricated concrete beams are arranged at two ends of the top of the plain soil ramming layer, a graded gravel layer is paved between the two groups of prefabricated concrete beams, an embossed steel plate is arranged at the bottom of the graded gravel layer, two ends of the embossed steel plate are connected with channel steel, and the channel steel is arranged on the prefabricated concrete beams; and the precast concrete beam, the graded gravel layer, the embossed steel plate and the channel steel are convenient to recycle.
Description
Technical Field
The utility model relates to the technical field of temporary roads, in particular to an integrated assembly type steel plate temporary road.
Background
In building engineering construction, because a large-scale machine is required to enter, a temporary road is generally constructed, temporary places such as office living areas, construction channels, storage yards, mixing yards, prefabricated yards and the like are usually poured with concrete at one time, and after engineering construction is finished, the original road is broken and rerouted.
But the disposable pavement breaking of pouring can cause a large amount of waste to project personnel, materials, machines to produce a large amount of construction waste, be unfavorable for saving of resources and cost control, moreover concrete pouring needs a certain time to solidify, can influence the engineering progress of construction, so we make the improvement to this, propose assembled temporary road.
Disclosure of utility model
The utility model aims to provide an integrated assembly type steel plate temporary road for solving the problems in the background technology.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
The utility model provides an integrated assembly type steel sheet temporary road, includes plain soil ramming layer, plain soil ramming layer top both ends installation precast concrete roof beam, two sets of lay the graded gravel layer between the precast concrete roof beam, the embossed steel board is installed to graded gravel layer bottom, the channel-section steel is connected at embossed steel board both ends, the channel-section steel sets up on the precast concrete roof beam.
In a preferred embodiment of the utility model, the embossed steel plate is a 6000mm×2000mm×20mm embossed steel plate, the steel plate is welded with hanging rings diagonally, and a drilling machine is used to drill a18mm bolt hole on the corresponding position of the steel plate.
In a preferred embodiment of the utility model, the precast concrete beam is arranged to be 6000mm multiplied by 200mm, and two ends of the beam are provided with phi 16mm steel bar hanging rings.
In a preferred embodiment of the utility model, a first hanging lug is welded at two ends of the channel steel, a second hanging lug is welded at two ends of the embossed steel plate, and the second hanging lug and the first hanging lug are fixedly connected through bolts.
In a preferred embodiment of the utility model, the plain soil ramming layer is formed by leveling and compacting a raw soil roadbed, the graded crushed stone layer is set to have a grain size of 5-30 mm and a water content of 5%, the plain soil ramming layer is mechanically paved and formed once, two sides of the plain soil ramming layer are rolled by a road roller after the paving is finished, local unevenness is manually scraped, and 1% gradient is placed on two sides of the road according to measurement and according to the road leveling and the center line.
Additional aspects and advantages of the utility model will be set forth in part in the description which follows, and in part will be obvious from the description, or may be learned by practice of the utility model.
The installation mode of the integrated device steel plate is adopted, so that the temporary road is paved conveniently;
the first hanging lugs are welded at the two ends of the channel steel, the second hanging lugs are welded at the two ends of the embossed steel plate, and the second hanging lugs and the first hanging lugs are fixedly connected through bolts and are quickly disassembled;
Prefabricated concrete beams are arranged at two ends of the top of the plain soil ramming layer, a graded gravel layer is paved between the two groups of prefabricated concrete beams, an embossed steel plate is arranged at the bottom of the graded gravel layer, two ends of the embossed steel plate are connected with channel steel, and the channel steel is arranged on the prefabricated concrete beams; and the precast concrete beam, the graded gravel layer, the embossed steel plate and the channel steel are convenient to recycle.
Drawings
The foregoing and/or additional aspects and advantages of the utility model will become apparent and may be better understood from the following description of embodiments taken in conjunction with the accompanying drawings in which:
FIG. 1 is an integrated fabricated steel sheet temporary roadway;
FIG. 2 is an integrated fabricated steel sheet temporary roadway;
fig. 3 is an integrated fabricated steel sheet temporary roadway.
In the figure: the concrete pile comprises a plain soil ramming layer 1, a precast concrete beam 2, a graded broken stone layer 3, an embossed steel plate 4, channel steel 5, a second hanging lug 41, a first hanging lug 51 and a bolt 6.
Description of the embodiments
Embodiments of the present utility model are described in detail below, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to like or similar elements or elements having like or similar functions throughout. The embodiments described below by referring to the drawings are illustrative only and are not to be construed as limiting the utility model.
Referring to fig. 1 to 3, the concrete slab comprises a plain soil ramming layer 1, wherein precast concrete beams 2 are arranged at two ends of the top of the plain soil ramming layer 1, a graded broken stone layer 3 is paved between two groups of precast concrete beams 2, an embossed steel plate 4 is arranged at the bottom of the graded broken stone layer 3, two ends of the embossed steel plate 4 are connected with channel steel 5, and the channel steel 5 is arranged on the precast concrete beams 2; the embossed steel plate 4 is arranged as an embossed steel plate with the length of 6000mm multiplied by 2000mm multiplied by 20mm, lifting rings are welded on opposite angles of the steel plate, and a drilling machine is used for drilling a bolt hole with the length of A18mm at the corresponding position of the steel plate; the precast concrete beam 2 is arranged to be 6000mm multiplied by 200mm, and two ends of the beam are provided with phi 16mm steel bar hanging rings; the first hanging lugs 51 are welded at the two ends of the channel steel 5, the second hanging lugs 41 are welded at the two ends of the embossed steel plate 4, and the second hanging lugs 41 and the first hanging lugs 51 are fixedly connected through bolts 6; the plain soil ramming layer 1 is formed by leveling and compacting a raw soil roadbed, the graded broken stone layer 3 is set to be 5mm-30mm in particle size and 5% in water content, the plain soil ramming layer is mechanically paved, one-step forming is carried out, two sides of the plain soil ramming layer are rolled by a road roller after paving is completed, local unevenness is manually scraped, and 1% gradient is put on two sides of the road according to measurement according to the road to be leveled and from a central line.
The working principle of the utility model is as follows:
1. The pavement strength meets the requirements and meets the requirements of a steel bar transport vehicle, a commercial concrete vehicle, a sand and stone transport vehicle, an earthwork vehicle and a digging machine; the running requirements of heavy vehicles such as mortar vehicles and the like in the decoration and fitment stage;
2. the temporary road is set to 4m for single lane width.
3. The distance between the temporary road and the planned building meets the requirements of building excavation and construction;
And (3) construction deployment: 1. setting a road: the temporary road for site construction should be combined with the formal road arrangement as much as possible, and meanwhile, the convenience of various transport vehicles in and out of the unobstructed road should be considered;
2. Setting a road width of 4m, placing 20cm outside the roadbed foundation, and taking the roadbed foundation as a drainage system;
3. The road should meet the requirements of a steel bar transport vehicle, a sand and stone transport vehicle, a commercial concrete vehicle, an earthwork vehicle and a digging machine; the running requirements of heavy vehicles such as mortar vehicles and the like in the decoration and fitment stage;
4. Preparing a machine tool: the device comprises conveyor equipment, rolling equipment, dispatching equipment, welding equipment, one excavator, one road roller, two dump trucks, one sprinkler truck and one crane 25T;
the construction method comprises the following steps: the construction process comprises the following steps: paying off a roadbed, constructing and leveling a foundation, installing a foundation beam, paving a steel plate and fixing;
when the component is processed:
1) Processing an embossed steel plate: and (3) purchasing an embossed steel plate with the thickness of 6000mm multiplied by 2000mm multiplied by 20mm, welding a hanging lug II on the opposite angle of the steel plate, and drilling a bolt hole with the thickness of A18mm on the corresponding position of the steel plate by using a drilling machine.
2) The manufacturing of the precast concrete beam comprises the steps of precast concrete Liang Waixing: 6000mm multiplied by 200mm, steel bar hanging rings with phi 16mm are arranged at the two ends of the beam,
3) Channel steel machining: the channel steel is close to the embossed steel plate and provided with a first hanging lug, a bolt hole of 18mm is formed in the first hanging lug, the center distance between the two holes is 60mm, and a row of holes are formed at intervals of 600 mm;
2) Paying off the roadbed: a road center line is defined according to the temporary road floor plan, and roadbed side lines are separated to two sides according to the road center line;
Leveling foundation construction: leveling and compacting a raw soil roadbed, paving graded broken stone, namely, 5-30 mm in grain size, 5% in water content, paving mechanically, forming at one time, rolling two sides by a road roller after paving, and manually scraping local unevenness; leveling the road according to the measurement and placing 1% gradient from the center line to both sides of the road;
And (3) installing a foundation beam:
1) Excavating the position of a concrete beam, leveling by using coarse sand, and using an 18t automobile crane to transfer the prefabricated concrete beam 2 to a designated position and adjust the position, wherein 6000mm multiplied by 200mm multiplied by 5mm rubber gaskets are symmetrically paved at the center line position of the concrete beam;
Excavating a channel steel 5 position, leveling by coarse sand, and transferring the channel steel 5 to a designated position by adopting an 18t automobile crane, wherein the opening surface of the channel steel 5 faces upwards and is adjusted to be in place;
3) And (3) after the precast concrete beam is lowered, filling and compacting the precast concrete Liang Kongxi.
Paving a steel plate and fixing:
An 18t automobile crane is adopted to hoist the embossed steel plate 4 in place and is fixedly connected with the channel steel 5 through the second hanging lug 41, the first hanging lug 51 and the bolt 6; and sequentially hoisting the embossed steel plates 4 for assembly.
While embodiments of the present utility model have been shown and described, it will be understood by those of ordinary skill in the art that: many changes, modifications, substitutions and variations may be made to the embodiments without departing from the spirit and principles of the utility model, the scope of which is defined by the claims and their equivalents.
Claims (5)
1. An integrated assembly type steel plate temporary road which is characterized in that: including plain soil ramming layer (1), plain soil ramming layer (1) top both ends installation precast concrete roof beam (2), two sets of lay between precast concrete roof beam (2) graded gravel layer (3), embossed steel board (4) are installed to graded gravel layer (3) bottom, channel-section steel (5) are connected at embossed steel board (4) both ends, channel-section steel (5) set up on precast concrete roof beam (2).
2. An integrated assembly type steel sheet temporary road according to claim 1, characterized in that the embossed steel sheet (4) is arranged as an embossed steel sheet of 6000mm x 2000mm x 20mm, the steel sheet is diagonally welded with a lifting ring, and a bolt hole of a18mm is drilled in the corresponding position of the steel sheet by a drilling machine.
3. An integrated fabricated steel plate temporary road according to claim 1, characterized in that the precast concrete beams (2) are arranged as 6000mm x 200mm, and two ends of the beams are provided with phi 16mm steel bar lifting rings.
4. The temporary road with integrated assembly type steel plates according to claim 1, wherein the first hanging lugs (51) are welded at two ends of the channel steel (5), the second hanging lugs (41) are welded at two ends of the embossed steel plate (4), and the second hanging lugs (41) and the first hanging lugs (51) are fixedly connected through bolts (6).
5. The temporary road with integrated assembly type steel plates according to claim 1, wherein the plain soil ramming layer (1) is formed by leveling and compacting an original soil roadbed, the graded broken stone layer (3) is set to have a grain size of 5mm-30mm and a water content of 5%, the temporary road with integrated assembly type steel plates is mechanically paved, one-step molding is carried out, two sides of the temporary road with integrated assembly type steel plates are rolled by a road roller after one-step molding, local unevenness is scraped manually, and 1% gradient is put on two sides of the road according to measurement according to the leveling road and from a central line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322677726.6U CN220813279U (en) | 2023-10-08 | 2023-10-08 | Integrated assembly type steel plate temporary road |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322677726.6U CN220813279U (en) | 2023-10-08 | 2023-10-08 | Integrated assembly type steel plate temporary road |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220813279U true CN220813279U (en) | 2024-04-19 |
Family
ID=90699851
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322677726.6U Active CN220813279U (en) | 2023-10-08 | 2023-10-08 | Integrated assembly type steel plate temporary road |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220813279U (en) |
-
2023
- 2023-10-08 CN CN202322677726.6U patent/CN220813279U/en active Active
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