CN104195913A - Movable temporary road structure - Google Patents
Movable temporary road structure Download PDFInfo
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- CN104195913A CN104195913A CN201410406965.0A CN201410406965A CN104195913A CN 104195913 A CN104195913 A CN 104195913A CN 201410406965 A CN201410406965 A CN 201410406965A CN 104195913 A CN104195913 A CN 104195913A
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- prefabricated
- precast plate
- gutter
- drainage
- road structure
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Abstract
The invention relates to the field of temporary construction measures in constructional engineering, and in particular relates to a movable temporary road structure. The movable temporary road structure is characterized by comprising a middle prefabricated slab, continuously-paved prefabricated drainage ditches located at two sides of the middle prefabricated slab, and a prefabricated drainage settling well communicated with the prefabricated drainage ditches, wherein the prefabricated drainage settling well is arranged at the end of an open drainage ditch formed by the prefabricated drainage ditches paved continuously, and the prefabricated drainage settling well is finally connected with a drainage system by a drainage pipeline. The movable temporary road structure is easy to manufacture, is convenient to install and is simple to operate by adopting the above parts and the method, and can be used for temporary roads in various construction sites; all components can be cycled; and compared with the traditional temporary roads in the construction site, the movable temporary road structure has the advantages that the construction progress is accelerated, and a great amount of materials and the construction cost are saved, therefore, the movable temporary road structure has good economic and social benefits.
Description
Technical field
The present invention relates to the field of construction work temporary construction measure, be specially a kind of movably temporary road structure.
Background technology
In construction work, often ground level road is destroyed, road surface is uneven and have hole, many holes, and pedestrian very easily falls down in its surface walking, therefore has potential safety hazard, and due to road surface excavation, original discharge structure is damaged, run into the continuous rainy day, a large amount of rainwater are easily accumulated on construction road surface, cannot get rid of, also to construction operation, make troubles.
Summary of the invention
The object of the invention is to, provide a kind of for movably road structure temporary construction measure, that can be recycled.
In order to achieve the above object, the present invention is achieved in that
A temporary road structure movably, it comprises the middle part precast plate of polylith continuous laying and is positioned at the prefabricated gutter of continuous laying of precast plate both sides, middle part and the prefabricated drainage sedimentation well being communicated with prefabricated gutter; Described middle part precast plate is "the" shape, and during the precast plate continuous laying of middle part, the head end of a rear middle part precast plate is overlapped on the tail end of last middle part precast plate, forms by that analogy and finally target road; The dual-side of middle part precast plate is provided with for the lapping with the side lap of prefabricated gutter, it is pressed on the side in prefabricated gutter, prefabricated gutter also has a plurality of, target road that it forms along middle part precast plate continuous laying and continuous laying the seam crossing forming between each prefabricated gutter, open drain are filled up by cement mortar, the termination of the formed open drain of continuous laying, prefabricated gutter is provided with prefabricated drainage sedimentation well, and prefabricated drainage sedimentation well is finally connected with existing drainage system by drainage pipe.
For ease of manufacturing and thering is sufficient intensity, described movably temporary road structure, described middle part precast plate is reinforced concrete structure, the knuckle arris place of its head end and tail end is equipped with metal hemming edge, this metal hemming edge and cage of reinforcement welding.
For meeting draining demand, described movably temporary road structure, described prefabricated drainage sedimentation well is two-stage precipitation structure, it comprises one-level water inlet, dividing plate, open on dividing plate and be positioned at secondary water inlet and the delivery port of one-level water inlet top, and the termination of open drain is connected with one-level water inlet.
A laying method for movably temporary road structure claimed in claim 1, it comprises the steps;
Step 1, by design planning route, with polylith middle part precast plate continuous laying, form target road;
Step 2, when laying target road with polylith middle part precast plate, in the prefabricated gutter of both sides continuous laying of each middle part precast plate;
Step 3, the seam crossing in each prefabricated gutter arrive outside with cement mortar filling chink to prevent the seepage in gutter;
The end of step 4, the open drain that forms at prefabricated gutter continuous laying arranges prefabricated drainage sedimentation well;
Step 5, prefabricated drainage sedimentation well is connected with existing drainage system by gutter.
The present invention adopts above-mentioned parts and method, it is made easily, easy for installation, simple to operate, the temporary road that can be used for all kinds of construction sites, various members can have enough to meet the need use, and relatively traditional building site temporary road can accelerating construction progress, save lot of materials and reduce construction cost, there is good economic benefit and social benefit.
Accompanying drawing explanation
Fig. 1 is precast slab for roads organigram one.
Fig. 2 is precast slab for roads organigram two.
Fig. 3 is prefabricated gutter scheme of installation one.
Fig. 4 is prefabricated gutter scheme of installation two.
Fig. 5 is prefabricated gutter and prefabricated drainage sedimentation well scheme of installation one.
Fig. 6 is prefabricated gutter and prefabricated drainage sedimentation well scheme of installation two.
Fig. 7 is that precast slab for roads suspension hook arranges schematic diagram one.
Fig. 8 is that precast slab for roads suspension hook arranges schematic diagram two.
Fig. 9 is that precast slab for roads stacks schematic diagram.
Figure 10 is whole road pavement schematic diagram one.
Figure 11 is whole road pavement schematic diagram two.
The specific embodiment
By specific embodiment, further illustrate the present invention below.
As shown in Fig. 1 ~ Figure 11, a kind of movably temporary road structure, it comprises the middle part precast plate 7 of polylith continuous laying and is positioned at the prefabricated gutter 2 of continuous laying of precast plate 7 both sides, middle part and the prefabricated drainage sedimentation well 3 being communicated with prefabricated gutter 2; Described middle part precast plate 7 is "the" shape, and during precast plate 7 continuous laying of middle part, the head end of a rear middle part precast plate 7 is overlapped on the tail end of last middle part precast plate 7, forms by that analogy and finally target road; The dual-side of middle part precast plate 7 is provided with for the lapping with 2 side laps of prefabricated gutter, it is pressed on the side in prefabricated gutter 2, prefabricated gutter 2 also has a plurality of, target road that it forms along middle part precast plate 7 continuous layings and continuous laying the seam crossing forming between each prefabricated gutter 2, open drain are filled up by cement mortar, the termination of the 2 formed open drains of continuous laying, prefabricated gutter is provided with prefabricated drainage sedimentation well 3, and prefabricated drainage sedimentation well 3 is finally connected with existing drainage system by drainage pipe.
For ease of manufacturing and thering is sufficient intensity, described movably temporary road structure, described middle part precast plate 7 is reinforced concrete structure, the knuckle arris place of its head end and tail end is equipped with metal hemming edge 4,6, this metal hemming edge 4,6 and cage of reinforcement 5 welding.
For meeting draining demand, described movably temporary road structure, described prefabricated drainage sedimentation well 3 is two-stage precipitation structure, it comprises one-level water inlet a, dividing plate, open on dividing plate and be positioned at secondary water inlet b and the delivery port c of one-level water inlet a top, and the termination of open drain is connected with one-level water inlet a.
For ease of transportation, the front end of middle part precast plate 7 is provided with suspension hook 8, and every arranges a pair ofly, and positive and negative is symmetrical arranged.Suspension hook 8 adopts round steel to make and is anchored in concrete, on middle part precast plate 7 surfaces, is provided with circular notch, and suspension hook annulus is arranged in notch and lower than precast plate surface.Suspension hook 8 for storing, transportation, coordinate loop wheel machine to use while installing, middle part precast plate 7 stores or can positive and negatively stack during transportation, is conducive to conserve space.
A laying method for movably temporary road structure claimed in claim 1, it comprises the steps;
Step 1, by design planning route, with polylith middle part precast plate continuous laying, form target road;
Step 2, when laying target road with polylith middle part precast plate, in the prefabricated gutter of both sides continuous laying of each middle part precast plate;
Step 3, the seam crossing in each prefabricated gutter arrive outside with cement mortar filling chink to prevent the seepage in gutter;
The end of step 4, the open drain that forms at prefabricated gutter continuous laying arranges prefabricated drainage sedimentation well;
Step 5, prefabricated drainage sedimentation well is connected with existing drainage system by gutter.
The present invention adopts above-mentioned parts and method, it is made easily, easy for installation, simple to operate, the temporary road that can be used for all kinds of construction sites, various members can have enough to meet the need use, and relatively traditional building site temporary road can accelerating construction progress, save lot of materials and reduce construction cost, there is good economic benefit and social benefit.
Claims (4)
1. a temporary road structure movably, is characterized in that: it comprises the middle part precast plate of polylith continuous laying and is positioned at the prefabricated gutter of continuous laying of precast plate both sides, middle part and the prefabricated drainage sedimentation well being communicated with prefabricated gutter; Described middle part precast plate is "the" shape, and during the precast plate continuous laying of middle part, the head end of a rear middle part precast plate is overlapped on the tail end of last middle part precast plate, forms by that analogy and finally target road; The dual-side of middle part precast plate is provided with for the lapping with the side lap of prefabricated gutter, it is pressed on the side in prefabricated gutter, prefabricated gutter also has a plurality of, target road that it forms along middle part precast plate continuous laying and continuous laying the seam crossing forming between each prefabricated gutter, open drain are filled up by cement mortar, the termination of the formed open drain of continuous laying, prefabricated gutter is provided with prefabricated drainage sedimentation well, and prefabricated drainage sedimentation well is finally connected with existing drainage system by drainage pipe.
2. movably temporary road structure according to claim 1, is characterized in that: described middle part precast plate is reinforced concrete structure, and the knuckle arris place of its head end and tail end is equipped with metal hemming edge, this metal hemming edge and cage of reinforcement welding.
3. movably temporary road structure according to claim 1, it is characterized in that: described prefabricated drainage sedimentation well is two-stage precipitation structure, it comprises one-level water inlet, dividing plate, open on dividing plate and be positioned at secondary water inlet and the delivery port of one-level water inlet top, and the termination of open drain is connected with one-level water inlet.
4. a laying method for movably temporary road structure claimed in claim 1, is characterized in that: it comprises the steps;
Step 1, by design planning route, with polylith middle part precast plate continuous laying, form target road;
Step 2, when laying target road with polylith middle part precast plate, in the prefabricated gutter of both sides continuous laying of each middle part precast plate;
Step 3, the seam crossing in each prefabricated gutter arrive outside with cement mortar filling chink to prevent the seepage in gutter;
The end of step 4, the open drain that forms at prefabricated gutter continuous laying arranges prefabricated drainage sedimentation well;
Step 5, prefabricated drainage sedimentation well is connected with existing drainage system by gutter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410406965.0A CN104195913A (en) | 2014-08-19 | 2014-08-19 | Movable temporary road structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410406965.0A CN104195913A (en) | 2014-08-19 | 2014-08-19 | Movable temporary road structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104195913A true CN104195913A (en) | 2014-12-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201410406965.0A Pending CN104195913A (en) | 2014-08-19 | 2014-08-19 | Movable temporary road structure |
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| CN (1) | CN104195913A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105201129A (en) * | 2014-09-29 | 2015-12-30 | 中建四局第三建筑工程有限公司 | Precast slab and production method thereof |
| CN105952449A (en) * | 2016-05-10 | 2016-09-21 | 中钢集团马鞍山矿山研究院有限公司 | Novel dry-type stoping method for tailings in tailing pond |
| CN106012751A (en) * | 2016-06-13 | 2016-10-12 | 上海建工七建集团有限公司 | Integrated prefabricating construction method for roads, drainage ditches and foundations of enclosing walls |
| CN107740321A (en) * | 2017-09-07 | 2018-02-27 | 中国十七冶集团有限公司 | A kind of arc interface assembly precast concrete pavement |
| CN108385468A (en) * | 2018-05-04 | 2018-08-10 | 中国建筑第四工程局有限公司 | A kind of I-shaped glass-fiber reinforced plastic grille construction site temporary pavement and construction method |
| CN108457148A (en) * | 2018-03-21 | 2018-08-28 | 中国冶集团有限公司 | A kind of multi-functional temporary road structure of assembled and its construction method |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105201129A (en) * | 2014-09-29 | 2015-12-30 | 中建四局第三建筑工程有限公司 | Precast slab and production method thereof |
| CN105952449A (en) * | 2016-05-10 | 2016-09-21 | 中钢集团马鞍山矿山研究院有限公司 | Novel dry-type stoping method for tailings in tailing pond |
| CN106012751A (en) * | 2016-06-13 | 2016-10-12 | 上海建工七建集团有限公司 | Integrated prefabricating construction method for roads, drainage ditches and foundations of enclosing walls |
| CN107740321A (en) * | 2017-09-07 | 2018-02-27 | 中国十七冶集团有限公司 | A kind of arc interface assembly precast concrete pavement |
| CN108457148A (en) * | 2018-03-21 | 2018-08-28 | 中国冶集团有限公司 | A kind of multi-functional temporary road structure of assembled and its construction method |
| CN108457148B (en) * | 2018-03-21 | 2020-10-23 | 中国一冶集团有限公司 | Assembled multifunctional temporary road structure and construction method thereof |
| CN108385468A (en) * | 2018-05-04 | 2018-08-10 | 中国建筑第四工程局有限公司 | A kind of I-shaped glass-fiber reinforced plastic grille construction site temporary pavement and construction method |
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| C06 | Publication | ||
| PB01 | Publication | ||
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| RJ01 | Rejection of invention patent application after publication | ||
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Application publication date: 20141210 |