CN201620328U - Split type concrete pavement - Google Patents
Split type concrete pavement Download PDFInfo
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- CN201620328U CN201620328U CN2010201556252U CN201020155625U CN201620328U CN 201620328 U CN201620328 U CN 201620328U CN 2010201556252 U CN2010201556252 U CN 2010201556252U CN 201020155625 U CN201020155625 U CN 201020155625U CN 201620328 U CN201620328 U CN 201620328U
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- reinforced concrete
- concrete pavement
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- location
- plate
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Abstract
The utility model relates to a split type concrete pavement formed by tiling rectangular reinforced concrete pavement panels. At least one side surface of each rectangular reinforced concrete pavement panel is provided with a location hole. The location holes between adjacent rectangular reinforced concrete pavement panels are opposite. Location pieces are inserted into two location holes, and each location piece is formed by connecting a location rod and a location sheet vertically fixed at the middle of the location rod. The height of the location sheets is equal to or smaller than the thickness of the rectangular reinforced concrete pavement panels. The location rods at both side of each location sheet are respectively inserted into the location holes of the adjacent rectangular reinforced concrete pavement panels. The utility model solves the technical problem when temporary dismountable roads and fields are paved at a construction site, reduces the material waste, and saves the construction cost and time.
Description
Technical field
The utility model belongs to a kind of cement pavement of assembly unit.
Background technology
In the middle of building operations, in order to reach the needs of civilized construction and practical application, after marching into the arena, construction enterprises need road and place sclerosis are carried out in the job site, so that turnover constructional materials and the various construction materials of stacking.All be to adopt concrete to harden, construction is abolished after finishing again in the past.Like this, exist this drawback of waste resource.For the cement square brick, though adopt to some extent in places such as squares, but what used the job site does not almost have, this is because the job site often has loaded vehicle current, as concrete tank, concrete mixer etc., these loaded vehicle are walked on the cement square brick and are tended to make the road surface serious damage, so the cement square brick is not adopted in job site road and place sclerosis substantially, the utility model has remedied the shortcoming of this dual mode.
The utility model content
The purpose of this utility model provides a kind of pin-connected panel cement pavement, solve the technical problem in interim detachable road of job site making and place.
For achieving the above object, the utility model adopts following technical scheme:
A kind of pin-connected panel cement pavement, reinforced concrete pavement plate tiling by rectangle forms, there is locating hole at least one side of described reinforced concrete pavement plate, locating hole between the adjacent reinforced concrete pavement plate is corresponding, insert keeper in two locating holes, described keeper is formed by connecting in the spacer in the middle of the backstay by a backstay and vertical fixing, the thickness of the height of described spacer≤reinforced concrete pavement plate, the backstay of spacer both sides inserts respectively in the locating hole of adjacent two reinforced concrete pavement plates.
Described locating hole is driveed at reinforced concrete pavement plate long side face or/and the short side, locating hole comprises the location blind hole or/and the location through hole, the reinforced concrete pavement plate that has through hole is positioned at limit, road surface portion, the one side is adjacent with the reinforced concrete pavement plate that has blind hole, and through hole is corresponding with blind hole, the stay bolt of strap clamp sheet in the middle of through hole to blind hole penetrates one, the screw rod of intermediate plate both sides inserts respectively in the blind hole and through hole of adjacent two reinforced concrete pavement plates, and the outer end of screw rod is fastening by nut.
Can there be pad described nut inboard.
Can be with a steel pipe in the described locating hole.
Described reinforced concrete pavement plate comprises rectangular bar of steel reinforced concrete road surface plate and 1/2 reinforced concrete pavement plate.
Compared with prior art the utlity model has following characteristics and beneficial effect.
The utility model has solved the technical problem in interim detachable road of job site making and place, the road surface good integrity, and the intensity height, rigidity is big, on-site consolidation is easy, rapidly, uses later detachably, is repeatedly used, do not destroy the place environment, manufacture craft is simple, but suitability for industrialized production.The seam of road surface plate is little, and the evenness of road surface after the assembly unit is connected firmly between the plate, solves the contradiction between the construction of environmental protection and concrete effectively, has significantly reduced concrete rubbish to second environmental pollution.
The loaded vehicle of job site can relievedly pass through as concrete tank, concrete mixer etc.
The field that is widely used in the job site and the place is carried out cure process of the present utility model.
Description of drawings
The utility model is described in more detail below in conjunction with accompanying drawing.
Fig. 1 is the schematic diagram of reinforced concrete pavement plate embodiment one.
Fig. 2 is the schematic diagram of reinforced concrete pavement plate embodiment two.
Fig. 3 is the schematic diagram of reinforced concrete pavement plate embodiment three.
Fig. 4 is the schematic diagram of reinforced concrete pavement plate embodiment four.
Fig. 5 is the schematic diagram of keeper.
Fig. 6 is the schematic diagram of stay bolt.
Fig. 7 is a schematic diagram of using the utility model assembly unit in-line road surface.
Fig. 8 is a schematic diagram of using the utility model assembly unit T-shaped road surface.
Fig. 9 is a schematic diagram of using the utility model assembly unit cross road surface.
Reference numeral: 1-reinforced concrete pavement plate, 2-location blind hole, 3-location through hole, 4-steel pipe, 5-keeper, 5.1-backstay, 5.2-spacer, 6-stay bolt, 6.1-screw rod, 6.2-intermediate plate, 6.3-nut, 6.4-pad.
The specific embodiment
Shown in Fig. 1-9, this pin-connected panel cement pavement, reinforced concrete pavement plate 1 tiling by rectangle forms, there is locating hole at least one side of described reinforced concrete pavement plate, locating hole between the adjacent reinforced concrete pavement plate 1 is corresponding, insert keeper 5 in two locating holes, described keeper 5 is formed by connecting in the spacer 5.2 in the middle of the backstay by a backstay 5.1 and vertical fixing, and the backstay 5.1 of spacer 5.2 both sides inserts respectively in the locating hole of adjacent two reinforced concrete pavement plates 1.Described locating hole drive reinforced concrete pavement plate long side face or and the short side, locating hole comprise the location blind hole 2 or and location through hole 3, be with a steel pipe in the locating hole, the reinforced concrete pavement plate that has through hole is positioned at limit, road surface portion, the one side is adjacent with the reinforced concrete pavement plate 1 that has blind hole, and location through hole 2 is corresponding with location blind hole 3.
Shown in Fig. 1-4, described reinforced concrete pavement plate comprises rectangular bar of steel reinforced concrete road surface plate and 1/2 reinforced concrete pavement plate.The long side face has the rectangular bar of steel reinforced concrete road surface plate (as Fig. 1) of two location through holes, the long side face has two location through holes, there is the rectangular bar of steel reinforced concrete road surface plate (as Fig. 2) of a location blind hole short side, long side surface has 1/2 reinforced concrete pavement plate (as Fig. 3) of a location through hole on one side, long side surface has a location through hole on one side, and there is 1/2 reinforced concrete pavement plate (as Fig. 4) of a location blind hole side of facing the limit length of side.
Referring to shown in Figure 5, Keeper 5 is formed by connecting in the spacer 5.2 in the middle of the backstay by a backstay 5.1 and vertical fixing, the thickness of the height of described spacer 5.2≤reinforced concrete pavement plate 1, the backstay 5.1 of spacer 5.2 both sides inserts respectively in the locating hole of adjacent two reinforced concrete pavement plates 1.
Referring to shown in Figure 6,Stay bolt 6 is formed by connecting in the intermediate plate 6.2 of screw rod by a screw rod 6.1 and vertical fixing, the stay bolt 6 of strap clamp sheet 6.2 in the middle of through hole to blind hole penetrates one, the screw rod 6.1 of intermediate plate 6.2 both sides inserts respectively in the blind hole and through hole of adjacent two reinforced concrete pavement plates, the outer end of screw rod 6.1 is fastening by nut 6.3, and there is pad 6.4 described nut 6.3 inboards.
Referring to shown in Figure 7, described reinforced concrete pavement plate comprises rectangular bar of steel reinforced concrete road surface plate and 1/2 reinforced concrete pavement plate.The length of rectangular bar of steel reinforced concrete road surface plate is 2 meters, and wide is 1 meter; The length of side of 1/2 reinforced concrete pavement plate is 1 meter; Or formulate the reinforced concrete pavement plate of specific dimensions according to the practice of construction needs.The reinforced concrete pavement plate fissure of displacement of two kinds of patterns is arranged rely on keeper to be connected mutually, two reinforced concrete pavement plates of termination are fixed with stay bolt and nut, avoid moving of reinforced concrete pavement, termination plate.By assembly unit, constitute the yi word pattern road surface or the place of different area.
Referring to shown in Figure 8, the reinforced concrete pavement plate that a side is had a blind hole is positioned at the middle part of road surface avris, and is adjacent with the reinforced concrete pavement plate that has through hole, and location through hole 2 is with to locate blind hole 3 corresponding.Be connected by keeper, arrange according to the fissure of displacement, the termination is fixed by stay bolt and nut, is assembled into the T-shaped road surface or the place of different area.
Referring to shown in Figure 9, the reinforced concrete pavement plate that a side is had a blind hole is positioned at the middle part of two avris in road surface, and is adjacent with the reinforced concrete pavement plate that has through hole, and location through hole 2 is with to locate blind hole 3 corresponding.By the linking of keeper, arrange according to the fissure of displacement that again the termination is fixed by stay bolt and nut, is assembled into the cross road surface or the place of different area.
For corner circular arc ground, the job site can adopt cast-in-place concrete ground surface to replenish.
More than be exemplary embodiments of the present utility model, enforcement of the present utility model is not limited thereto.
Claims (5)
1. pin-connected panel cement pavement, reinforced concrete pavement plate (1) tiling by rectangle forms, it is characterized in that: there is locating hole at least one side of described reinforced concrete pavement plate (1), locating hole between the adjacent reinforced concrete pavement plate is corresponding, insert keeper (5) in two locating holes, described keeper is formed by connecting in the spacer (5.2) in the middle of the backstay by a backstay (5.1) and vertical fixing, the thickness of the height of described spacer (5.2)≤reinforced concrete pavement plate (1), the backstay of spacer both sides inserts respectively in the locating hole of adjacent two reinforced concrete pavement plates.
2. pin-connected panel cement pavement according to claim 1, it is characterized in that: described locating hole is driveed at reinforced concrete pavement plate long side face or/and the short side, locating hole comprises location blind hole (2) or/and location through hole (3), the reinforced concrete pavement plate (2) that has through hole is positioned at limit, road surface portion, the one side is adjacent with the reinforced concrete pavement plate (1) that has blind hole, and through hole is corresponding with blind hole, the stay bolt (6) of strap clamp sheet in the middle of through hole to blind hole penetrates one, the screw rod (6.1) of intermediate plate (6.2) both sides inserts respectively in the blind hole and through hole of adjacent two reinforced concrete pavement plates, and the outer end of screw rod is fastening by nut (6.3).
3. pin-connected panel cement pavement according to claim 1 and 2 is characterized in that: there is pad (6.4) described nut inboard.
4. pin-connected panel cement pavement according to claim 3 is characterized in that: be with a steel pipe (4) in the described locating hole.
5. pin-connected panel cement pavement according to claim 4 is characterized in that: described reinforced concrete pavement plate (1) comprises rectangular bar of steel reinforced concrete road surface plate and 1/2 reinforced concrete pavement plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201556252U CN201620328U (en) | 2010-04-12 | 2010-04-12 | Split type concrete pavement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201556252U CN201620328U (en) | 2010-04-12 | 2010-04-12 | Split type concrete pavement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201620328U true CN201620328U (en) | 2010-11-03 |
Family
ID=43023784
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201556252U Expired - Fee Related CN201620328U (en) | 2010-04-12 | 2010-04-12 | Split type concrete pavement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201620328U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102392404A (en) * | 2011-10-08 | 2012-03-28 | 中国民航大学 | Local build-in precast repair slab for concrete road |
| CN102677565A (en) * | 2012-05-12 | 2012-09-19 | 中国十七冶集团有限公司 | Reinforced concrete prefabricated road slab and installation and construction method thereof |
| CN105113353A (en) * | 2015-08-11 | 2015-12-02 | 江苏万融工程科技有限公司 | Novel rapid-assembly type anti-shearing concrete pavement |
| CN107034757A (en) * | 2017-06-02 | 2017-08-11 | 中国航发南方工业有限公司 | The method of construction of town road assembled rigid unit and precast assembly road |
-
2010
- 2010-04-12 CN CN2010201556252U patent/CN201620328U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102392404A (en) * | 2011-10-08 | 2012-03-28 | 中国民航大学 | Local build-in precast repair slab for concrete road |
| CN102677565A (en) * | 2012-05-12 | 2012-09-19 | 中国十七冶集团有限公司 | Reinforced concrete prefabricated road slab and installation and construction method thereof |
| CN105113353A (en) * | 2015-08-11 | 2015-12-02 | 江苏万融工程科技有限公司 | Novel rapid-assembly type anti-shearing concrete pavement |
| CN107034757A (en) * | 2017-06-02 | 2017-08-11 | 中国航发南方工业有限公司 | The method of construction of town road assembled rigid unit and precast assembly road |
| CN107034757B (en) * | 2017-06-02 | 2019-10-22 | 中国航发南方工业有限公司 | The method of construction of town road assembled rigid unit and precast assembly road |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101103 Termination date: 20110412 |