CN203795267U - Assembled type reusable temporary road plate - Google Patents
Assembled type reusable temporary road plate Download PDFInfo
- Publication number
- CN203795267U CN203795267U CN201420120394.XU CN201420120394U CN203795267U CN 203795267 U CN203795267 U CN 203795267U CN 201420120394 U CN201420120394 U CN 201420120394U CN 203795267 U CN203795267 U CN 203795267U
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- China
- Prior art keywords
- panel
- overlap joint
- road plate
- temporary road
- joint piece
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Abstract
The utility model discloses an assembled type reusable temporary road plate which comprises a panel (1), wherein lapping blocks (2) are arranged at the left end and the right end of the panel and are a first lapping block and a second lapping block; the shapes of the two lapping blocks are matched; steel bar layers are arranged in the panel (1) and the lapping blocks (2); reinforcement steel bars (5) are arranged on the steel bar layers. According to the temporary road plate, at the end of engineering, a pavement in a field is not required to be crushed for second ploughing, and only removal and placement are needed; the assembled type reusable temporary road plate is long in service life and reusable; resources are saved, and the waste is avoided. Furthermore, due to the lapping blocks at two ends of the panel, two adjacent panels can be lapped through the lapping blocks in a tight connection manner; the stability is high, and staggering displacement is avoided; due to a lifting point, the assembled type reusable temporary road plate can be convenient to lift.
Description
Technical field
The utility model relates to a kind of roads plate, and especially assembling can reuse temporary road plate.
Background technology
In construction work is built, the beta sites such as office and living quarter and pioneer road, rickyard, mix field, precasting yard are conventionally with the disposable road surface of building of concrete, in the time that engineering finishes, smash road surface, place and carry out second ploughing, when second ploughing, first adopt concrete breaker that rigid pavement is all broken, secondly adopt excavator that broken concrete is dug to pine and stack, last loader installs to the good concrete block of pile on dump truck, to be transported to spoil disposal area.In this process, need to drop into a large amount of material, artificial, waste time and energy, cause the wasting of resources, and produce a large amount of building wastes, cause application life not long, increase the discharge of building waste, can not realize energy-saving and emission-reduction.
Utility model content
What the technical problems to be solved in the utility model was that temporary road plate of the prior art adopts is the disposable road surface of building of concrete, in the time that engineering finishes, need to smash road surface, place and carry out second ploughing, application life is not long, and waste time and energy, cause the wasting of resources, and produce a large amount of building wastes.
For solving the problems of the technologies described above, the utility model adopts technical scheme as follows:
The utility model assembling can reuse temporary road plate, comprise panel, two ends, described panel left and right are provided with overlap joint piece, overlap joint piece is divided into the first overlap joint piece and the second overlap joint piece, the shape of two overlap joint pieces matches, be provided with steel bar layer at panel and overlap joint piece inside, in steel bar layer, be provided with stiffener.Adopt the assembling of this technical scheme can reuse temporary road plate, in the time that engineering finishes, do not need to smash road surface, place and carry out second ploughing, only need to remove placement, long service life, can reuse, and has saved resource and has avoided waste.And can make to face mutually two panels by the overlap joint piece at panel two ends and overlap by overlap joint piece, its annexation is tight, and stability is strong, avoids producing dislocation displacement.
Preferred as one of the present utility model, the first overlap joint piece is arranged on top, panel left side, and the second overlap joint piece is arranged on bottom, panel right side.Facing mutually two panels overlaps by the overlap joint piece of top and the bottom.
Preferred as another kind of the present utility model, steel bar layer has two-layer, is divided into top reinforcement layer and lower floor's steel bar layer, and every layer by the evenly distributed crisscross connection setting of the reinforcing bar of both direction anyhow.Steel bar layer can be used to reinforced panels intensity, can further improve the intensity of steel bar layer by crisscross steel bar layer.
The third is preferred as of the present utility model, the left end of top reinforcement layer is arranged on the first overlap joint piece inside, and right-hand member is arranged in panel, and lower floor's steel bar layer right-hand member is arranged on the second overlap joint piece inside, left end is arranged in panel, and four jiaos of every layer of steel bar layer are provided with one group of stiffener.The intensity that can improve overlap joint piece by steel bar layer and stiffener are set in overlap joint piece, prevents from overlapping piece and in the process of rolling, produces crack.
As preferably, every group of stiffener number is two or three, and every group of angle point taking panel is end points, is radial setting.This structure can reinforced panel plate angle and overlap joint bulk strength, can also fixed packet corner angle.
As preferably, on every group of stiffener, be provided with a reinforcing bar, reinforcing bar and stiffener cross weld.By adopting reinforcing bar can strengthen stability and the intensity of reinforcing rib.
In panel, be preferably provided with four lifting points, each lifting point is by curved muscle and square box composition that can open closed, curved muscle lower end and the colligation of steel bar layer phase, and the lid of square box and the upper surface of panel that can open closed flush, and are placed on curved muscle top.Can facilitate the utility model assembling can reuse temporary road plate by lifting point and carry out lifting operation, when lifting, open the lid of square box, suspension hook is probeed into the suspension ring that catch on curved muscle formation in panel in box, the overlap joint piece that faces mutually two roads plates is overlapped and mated formation, pave square box on bonnet.
As preferably, be provided with top angle at the each edge of panel.Bound edge is carried out to angle steel in the each limit of roads plate, end damaged in collision when preventing from transporting.
In sum, the utility model has the advantages that in the time that engineering finishes, do not need to smash road surface, place and carry out second ploughing, only need to remove placement, long service life, can reuse, and has saved resource and has avoided waste.And can make to face mutually two panels by the overlap joint piece at panel two ends and overlap by overlap joint piece, its annexation is tight, and stability is strong, avoids producing dislocation displacement.Can facilitate the utility model to carry out lifting operation by lifting point.
Brief description of the drawings
Fig. 1 is the front view that the utility model assembling can reuse temporary road plate embodiment 1.
Fig. 2 is the phantom drawing that the utility model assembling can reuse temporary road plate Fig. 1.
Fig. 3 is the top view that the utility model assembling can reuse temporary road plate embodiment 1.
Fig. 4 is the phantom drawing that the utility model assembling can reuse temporary road plate Fig. 3.
Detailed description of the invention
Embodiment 1
As shown in Figures 1 to 4, the present embodiment assembling can reuse temporary road plate, comprise panel 1, panel adopts concreting, described panel 1 two ends, left and right are respectively arranged with square overlap joint piece 2, overlap joint piece 2 is divided into the first overlap joint piece and the second overlap joint piece, and the first overlap joint piece is arranged on panel 1 top, left side, and the second overlap joint piece is arranged on panel 2 bottoms, right side.Facing mutually two panels overlaps by the overlap joint piece of top and the bottom, the shape of two overlap joint pieces can overlap cooperation mutually, and the overlap joint piece at panel two ends can make to face mutually two panels and overlap by overlap joint piece, and its annexation is tight, stability is strong, avoids producing dislocation displacement.
Be provided with steel bar layer at panel 1 and overlap joint piece 2 inside, steel bar layer has two-layer, is divided into top reinforcement layer 3 and lower floor's steel bar layer 4, and every layer of steel bar layer is by the some evenly distributed crisscross connection settings of the reinforcing bar of both direction anyhow.The left end of described top reinforcement layer 3 is arranged on the first overlap joint piece inside, and right-hand member is arranged in panel 1, and lower floor's steel bar layer 4 right-hand members are arranged on the second overlap joint piece inside, and left end is arranged in panel 1, to improve the intensity of panel and overlap joint piece.
Four jiaos every layer of steel bar layer are provided with one group of stiffener 5, and every group of stiffener 5 numbers are three, are welded in steel bar layer, and taking the angle point of steel bar layer as end points, be radial setting, to improve the intensity of overlap joint piece, prevent from overlapping piece and in the process of rolling, produce crack.On every group of stiffener 5, be provided with a reinforcing bar 6, by adopting reinforcing bar 6 can strengthen stability and intensity, reinforcing bar 6 and two stiffener 5 cross welds of reinforcing rib.
In panel 1, be provided with four lifting points, be distributed in the quadripolar corners position of panel 1, each lifting point forms by curved muscle 7 and square box 8 that can open closed, curved muscle 7 lower ends and the colligation of steel bar layer phase, the lid of square box 8 and the upper surface of panel that can open closed flush, and are placed on curved muscle 7 tops.
Be provided with top angle at the each edge of panel 1, bound edge is carried out to angle steel in the each limit of roads plate, end damaged in collision when preventing from transporting, stiffener 5 is welded to connect with angle steel, with reinforced panel plate angle and overlap joint bulk strength, also plays the effect of fixed packet corner angle.
When the utility model assembling can reuse the construction of temporary road plate; first assembled formwork; the height of template is same high with panel height; on template basis, mark reinforcement location line according to measuring layout point, and steel bar layer is carried out to colligation or connection, all weld one group of reinforcing rib in four corner location of every layer of steel bar layer; on every group of reinforcing rib, weld an angle steel; mixing concrete is poured into a mould, and vibrates with vibrating head, guarantees concrete density.After concreting completes, repair in time, floating, and to roads plate upper surface plucking, grain direction is vertical with vehicle traveling direction, ensures the frictional force of roads plate and wheel.Finally; at the strong straw mat material protection of roads plate surface coverage water absorbing capacity; and often watering; keep surface wettability state; stripping in the time that roads plate reaches designing requirement intensity, for ensureing that the utility model assembling can reuse temporary road plate and occur less crack, must be noted that weather prevention, avoids build noon; except reducing temperature and aquation hot temperature, build at night as far as possible.
When lifting, flatten roadbed, open the lid of square box, suspension hook is probeed in box and catches on the suspension ring that in panel, curved muscle forms, the overlap joint piece that faces mutually two roads plates is overlapped and mated formation, pave square box on bonnet.
Embodiment 2
The present embodiment assembling can reuse the structure of temporary road plate and the structure of embodiment 1 is basic identical, and its difference is, every group of stiffener 5 numbers are two, is welded in steel bar layer, and taking the angle point of steel bar layer as end points, is radial setting.Adopt further reinforced panel plate angle and overlap joint bulk strength of this structure.
Embodiment 3
The present embodiment assembling can reuse the structure of temporary road plate and the structure of embodiment 1 is basic identical, and its difference is:
1, panel 1 length, width and height total with overlapping piece 2 are 2m × 1.5m × 0.15m, and can design according to movement requirement, service condition etc., and thickness designs according to vehicular load, and selects arrangement of reinforcement scheme.
2, the length of stiffener 5 is 0.2-0.5m, and diameter is Φ 8-Φ 10.
3, angle steel 6 adopts L20-L40 angle steel.
4, curved muscle 7 is of a size of long 0.4-0.6m reinforcing bar.
Below by reference to the accompanying drawings each embodiment of the present utility model is described in detail, but the utility model is not limited to above-mentioned embodiment, the number of plies of for example steel bar layer is unfixing, can two-layer or individual layer.And for example the number of every group of stiffener is also fixing, and the shape that overlaps equally piece is not limited to square, also can adopt other can realize the shape of identical function.In a word, even the new shape of this practicality is made to various variations, as long as being connected and fixed, the mode that has adopted overlap joint piece to connect at road panel two ends still falls among protection domain of the present utility model.
Claims (8)
1. an assembling can reuse temporary road plate, it is characterized in that: comprise panel (1), two ends, described panel left and right are provided with overlap joint piece (2), overlap joint piece is divided into the first overlap joint piece and the second overlap joint piece, the shape of two overlap joint pieces matches, be provided with steel bar layer at panel (1) and overlap joint piece (2) inside, in steel bar layer, be provided with stiffener (5).
2. assembling according to claim 1 can reuse temporary road plate, it is characterized in that: described the first overlap joint piece is arranged on panel (1) top, left side, and the second overlap joint piece is arranged on panel (1) bottom, right side.
3. assembling according to claim 1 can reuse temporary road plate, it is characterized in that: described steel bar layer has two-layer, be divided into top reinforcement layer (3) and lower floor's steel bar layer (4), every layer by the evenly distributed crisscross connection setting of the reinforcing bar of both direction anyhow.
4. assembling according to claim 3 can reuse temporary road plate, it is characterized in that: the left end of described top reinforcement layer (3) is arranged on the first overlap joint piece inside, right-hand member is arranged in panel (1), lower floor's steel bar layer (4) right-hand member is arranged on the second overlap joint piece inside, left end is arranged in panel (1), and four jiaos of every layer of steel bar layer are provided with one group of stiffener (5).
5. assembling according to claim 4 can reuse temporary road plate, it is characterized in that: described every group of stiffener (5) number is two or three, and every group of angle point taking panel (1), as end points, is radial setting.
6. assembling according to claim 5 can reuse temporary road plate, it is characterized in that: on every group of stiffener, be provided with a reinforcing bar (6), reinforcing bar (6) and stiffener (5) cross weld.
7. assembling according to claim 1 can reuse temporary road plate, it is characterized in that: in panel (1), be provided with four lifting points, each lifting point is by curved muscle (7) and square box (8) composition that can open closed, curved muscle (7) lower end and the colligation of steel bar layer phase, the lid of square box (8) that can open closed and the upper surface of panel flush, and are placed on curved muscle top.
8. assembling according to claim 1 can reuse temporary road plate, it is characterized in that: be provided with top angle at the each edge of panel (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420120394.XU CN203795267U (en) | 2014-03-18 | 2014-03-18 | Assembled type reusable temporary road plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420120394.XU CN203795267U (en) | 2014-03-18 | 2014-03-18 | Assembled type reusable temporary road plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203795267U true CN203795267U (en) | 2014-08-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420120394.XU Expired - Fee Related CN203795267U (en) | 2014-03-18 | 2014-03-18 | Assembled type reusable temporary road plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203795267U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104947561A (en) * | 2015-06-17 | 2015-09-30 | 天津住宅集团建设工程总承包有限公司 | Precast concrete assembling road construction method |
| CN105563640A (en) * | 2015-12-30 | 2016-05-11 | 江海燕 | Manufacturing process for environment-friendly construction modularization tool type temporary road plate block |
| CN106677476A (en) * | 2017-01-03 | 2017-05-17 | 南丹县住房和城乡建设局 | Movable type ground rebar concrete plate block |
| CN107663819A (en) * | 2017-10-26 | 2018-02-06 | 安徽省交通控股集团有限公司 | A kind of assembling road surface precast beam section group |
| CN107988872A (en) * | 2017-11-20 | 2018-05-04 | 中国二冶集团有限公司 | Assembled temporary road plate |
| CN109024142A (en) * | 2018-06-05 | 2018-12-18 | 南京天印科技股份有限公司 | A kind of reusable temporary road plate of assembled |
| CN109962439A (en) * | 2019-04-30 | 2019-07-02 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | A kind of railway construction weight gain cover board |
| CN111636270A (en) * | 2020-05-19 | 2020-09-08 | 福建省兴岩建筑科技有限公司 | Light temporary road plate |
-
2014
- 2014-03-18 CN CN201420120394.XU patent/CN203795267U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104947561A (en) * | 2015-06-17 | 2015-09-30 | 天津住宅集团建设工程总承包有限公司 | Precast concrete assembling road construction method |
| CN105563640A (en) * | 2015-12-30 | 2016-05-11 | 江海燕 | Manufacturing process for environment-friendly construction modularization tool type temporary road plate block |
| CN106677476A (en) * | 2017-01-03 | 2017-05-17 | 南丹县住房和城乡建设局 | Movable type ground rebar concrete plate block |
| CN107663819A (en) * | 2017-10-26 | 2018-02-06 | 安徽省交通控股集团有限公司 | A kind of assembling road surface precast beam section group |
| CN107663819B (en) * | 2017-10-26 | 2024-02-23 | 安徽省交通控股集团有限公司 | Prefabricated beam slab segment group for assembled pavement |
| CN107988872A (en) * | 2017-11-20 | 2018-05-04 | 中国二冶集团有限公司 | Assembled temporary road plate |
| CN109024142A (en) * | 2018-06-05 | 2018-12-18 | 南京天印科技股份有限公司 | A kind of reusable temporary road plate of assembled |
| CN109962439A (en) * | 2019-04-30 | 2019-07-02 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | A kind of railway construction weight gain cover board |
| CN109962439B (en) * | 2019-04-30 | 2024-05-24 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | Weight-increasing cover plate for railway engineering |
| CN111636270A (en) * | 2020-05-19 | 2020-09-08 | 福建省兴岩建筑科技有限公司 | Light temporary road plate |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140827 Termination date: 20190318 |