CN211285166U - Bidirectional cross slope concrete pavement vibrating device - Google Patents
Bidirectional cross slope concrete pavement vibrating device Download PDFInfo
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- CN211285166U CN211285166U CN201921878192.0U CN201921878192U CN211285166U CN 211285166 U CN211285166 U CN 211285166U CN 201921878192 U CN201921878192 U CN 201921878192U CN 211285166 U CN211285166 U CN 211285166U
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Abstract
The utility model relates to a construction field, in particular to two-way cross slope concrete pavement vibrating device. Two-way cross slope concrete road surface device of vibrating of mating formation, including the main part that vibrates, the main part that vibrates includes the girder that vibrates, vibrates girder upper portion and installs the support frame, vibrates and is provided with a plurality of adjusting part between girder and the support frame, installs a plurality of attached vibrators on the girder that vibrates, vibrates the girder both sides and installs the subassembly that pulls. The utility model discloses according to the size of construction road surface or the two-way cross slope of bridge floor, the size of design vibrator, through adjustment adjusting bolt, make the girder that vibrates warp from top to bottom, reach the design slope requirement, tighten up the fastening nut on the adjusting bolt, can prevent that the device is not hard up among the work progress, through a plurality of attached form vibrators in the construction, the artifical rope that pulls reaches the purpose that removes vibrator and slope adjustment, simple manufacture, convenient operation, therefore, the clothes hanger is strong in practicability, when guaranteeing concrete vibration, can also guarantee the slope of two-way cross slope.
Description
Technical Field
The utility model relates to a construction field, in particular to two-way cross slope concrete pavement vibrating device.
Background
In the concrete pavement and bridge floor construction, the straight line part is generally designed with a bidirectional cross slope, the traditional concrete pavement vibration operation device mostly adopts angle iron vibration beams, double rollers, three rollers and other devices, but the traditional concrete pavement vibration operation device is suitable for the unidirectional cross slope pavement or bridge floor, the situation of completing the bidirectional cross slope by pavement vibration can not be realized at one time, the half-range pavement vibration method adopted on site has the problems of new and old concrete stubbles and cracks, the construction quality is not controlled, the construction period is long, the personnel investment is large, and the construction efficiency is not improved.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving current concrete pavement vibration device and only being applicable to one-way cross slope road surface or bridge floor, half range of mating formation vibrates and has new and old concrete to connect stubble and crack problem, provides a two-way cross slope concrete road surface pavement vibration device, and simple manufacture, convenient operation, practicality are strong, when guaranteeing concrete vibration, can also guarantee the slope of two-way cross slope.
The utility model discloses a realize that the technical scheme that above-mentioned purpose adopted is: including the main part that vibrates, the main part that vibrates includes the girder that vibrates, the support frame is installed on girder upper portion that vibrates, it is provided with a plurality of adjusting part to vibrate between girder and the support frame, install a plurality of attached vibrators on the girder that vibrates, the subassembly that pulls is installed to girder both sides that vibrates.
Furthermore, there are two main girders that vibrate, be provided with a plurality of connection horizontal poles between the two main girders that vibrate, the two main girders that vibrate are striden the well position articulated, install the support frame on the two main girders that vibrate respectively, be provided with a plurality of connections between the support frame and violently manage.
Furthermore, the support frame adopts a triangular support frame.
Furthermore, the adjusting component is arranged at the end part and the midspan position of the vibrating main body and comprises two adjusting bolts, the two adjusting bolts are movably connected with the bolt connecting piece, and fastening nuts are respectively arranged on the two adjusting bolts and used for fastening the adjusting bolts.
Further, the traction assembly comprises hanging rings, ropes are sleeved in the hanging rings in a penetrating mode, and the hanging rings are installed on two sides of the vibrating main beam.
Furthermore, the attached vibrators are arranged at the two ends and the middle part of the vibrating main beam.
Furthermore, the vibrating girder is made of steel pipes, and the diameter of each steel pipe is 6-15 cm.
Further, the length of the vibrating main beam is determined according to the actual width of the road surface.
The utility model discloses can be according to the size of construction road surface or the two-way cross slope of bridge floor, the size of design vibrator, place the device on the level ground, adjustment adjusting bolt, make the girder that vibrates upwards, downward deformation, reach the design slope requirement, tighten up fastening nut on the adjusting bolt, can effectively prevent adjusting bolt's not hard up in the work progress, in the construction, start the attached type vibrator, through artifical traction rope, reach the purpose that removes concrete pavement vibrator and slope adjustment, simple manufacture has, high durability and convenient operation, the characteristics that the practicality is strong, when guaranteeing concrete vibration, can also guarantee the slope of two-way cross slope, the operating efficiency is improved, construction cost is reduced.
Drawings
Fig. 1 is a front view of the structure of the present invention.
Fig. 2 is a top view of the structure of the present invention.
Fig. 3 is a structural diagram of the adjusting assembly of the present invention.
Fig. 4 is the articulated top view of the span-middle position of the vibrating girder of the present invention.
Fig. 5 is a view taken along direction a of fig. 4.
In the figure: 1. the main beam vibrates, 2, a connecting cross rod, 3, a triangular support frame, 4, a connecting transverse pipe, 5, an adjusting bolt, 6, an attached vibrator, 7, a lifting ring, 8, a traction rope, 9, a bolt connecting piece, 10, a fastening nut and 11, and the hinge piece.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings and examples, but the present invention is not limited to the specific examples.
The bidirectional cross slope concrete pavement vibrating device shown in fig. 1-2 comprises a vibrating main body, the vibrating main body comprises vibrating main beams 1, two vibrating main beams 1 are provided, a plurality of connecting cross rods 2 are arranged between the two vibrating main beams 1, the two vibrating main beams 1 are hinged at midspan positions through hinges 11, as shown in fig. 4-5, when the adjusting bolts 5 are adjusted, the vibrating main beams 1 are convenient to arch or fall to form a required gradient, triangular support frames 3 are respectively arranged on the two vibrating main beams 1, a plurality of connecting transverse pipes 4 are arranged between the triangular support frames 3, a plurality of adjusting components are arranged between the vibrating main beams 1 and the support frames, as shown in fig. 3, the adjusting components are arranged at the end and the midspan positions, a plurality of attached vibrators 6 are mounted on the vibrating main beam 1, the attached vibrators 6 are mounted at the two ends and the middle position, and the traction components are mounted at the two sides of the vibrating main beam 1.
Preferably, the adjusting assembly comprises two adjusting bolts 5, the diameter of each adjusting bolt 5 is 15-45mm, the two adjusting bolts 5 are movably connected with a bolt connecting piece 9, the adjusting bolts 5 are adjusted to enable the vibrating main beam 1 to deform upwards and downwards to meet the designed gradient requirement, and fastening nuts 10 are respectively arranged on the two adjusting bolts 5 and used for fastening the adjusting bolts 5 and screwing the fastening nuts 10, so that the loosening of the paving vibrating device in the construction process can be effectively prevented.
Preferably, the traction assembly comprises a lifting ring 7, a rope 8 is sleeved in the lifting ring 7 in a penetrating mode, the rope 8 is pulled manually in construction, the effect of moving the paving vibration device is achieved, and the lifting ring 7 is installed on two sides of the vibration main beam 1.
Preferably, the attachment vibrators 6 are arranged at a pitch of 6 to 8 m.
Preferably, the vibrating girder 1 is made of a steel pipe, and the diameter of the steel pipe is 6-15 cm.
Adopt above-mentioned vibrating device of mating formation, before the construction, can be according to the size of the two-way cross slope of construction road surface or bridge floor, the size of vibrating device of design mating formation, confirm the length of girder 1 that vibrates according to the actual width in road surface, when the construction, place the device on the level ground, adjustment adjusting bolt, make the girder that vibrates upwards, warp downwards, reach the design slope requirement, tighten up fastening nut on the adjusting bolt, can effectively prevent adjusting bolt's not hard up in the work progress, during the construction, start attached type vibrator 6, the manual work is forward, back traction rope 8, reach the purpose that removes concrete mating formation vibrating device and slope adjustment, this device simple manufacture, high durability and convenient operation, practicality is strong, when guaranteeing concrete vibration, can also guarantee the slope of two-way cross slope, the operating efficiency is improved, construction cost is reduced.
The above description is further detailed in connection with the preferred embodiments of the present invention, and it is not intended that the specific embodiments of the present invention be limited to these descriptions. To the utility model belongs to the technical field of the ordinary technical personnel, do not deviate from the utility model discloses a under the prerequisite of the design, can also make simple deduction and replacement, all should regard as the utility model discloses a protection scope.
Claims (8)
1. Two-way cross slope concrete pavement device that vibrates that mats formation, its characterized in that: including the main part that vibrates, the main part that vibrates includes girder (1) that vibrates, the support frame is installed on girder (1) upper portion that vibrates, it is provided with a plurality of adjusting part to vibrate between girder (1) and the support frame, install a plurality of attached vibrators (6) on girder (1) that vibrates, girder (1) both sides that vibrates are installed and are drawn the subassembly.
2. The bidirectional cross slope concrete pavement vibrating device of claim 1, characterized in that: the vibrating main beam (1) is provided with two connecting cross rods (2), the vibrating main beam (1) is hinged at the midspan position, the vibrating main beam (1) is provided with supporting frames, and a plurality of connecting transverse pipes (4) are arranged between the supporting frames.
3. The bidirectional cross slope concrete pavement vibrating device according to claim 1 or 2, characterized in that: the support frame adopts a triangular support frame (3).
4. The bidirectional cross slope concrete pavement vibrating device according to claim 1 or 2, characterized in that: the adjusting component is arranged at the end part of the vibrating main body and at the midspan position, and comprises two adjusting bolts (5), the two adjusting bolts (5) are movably connected with a bolt connecting piece (9), and the two adjusting bolts (5) are respectively provided with a fastening nut (10) for fastening the adjusting bolts (5).
5. The bidirectional cross slope concrete pavement vibrating device according to claim 1 or 2, characterized in that: the traction assembly comprises a lifting ring (7), a rope (8) is sleeved in the lifting ring (7) in a penetrating mode, and the lifting ring (7) is installed on two sides of the vibrating main beam (1).
6. The bidirectional cross slope concrete pavement vibrating device according to claim 1 or 2, characterized in that: the attached vibrators (6) are arranged at the two ends and the middle part of the vibrating main beam (1).
7. The bidirectional cross slope concrete pavement vibrating device according to claim 1 or 2, characterized in that: the vibrating main beam (1) is made of steel pipes, and the diameter of each steel pipe is 6-15 cm.
8. The bidirectional cross slope concrete pavement vibrating device according to claim 1 or 2, characterized in that: the length of the vibrating main beam (1) is determined according to the actual width of the road surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921878192.0U CN211285166U (en) | 2019-11-04 | 2019-11-04 | Bidirectional cross slope concrete pavement vibrating device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921878192.0U CN211285166U (en) | 2019-11-04 | 2019-11-04 | Bidirectional cross slope concrete pavement vibrating device |
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| Publication Number | Publication Date |
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| CN211285166U true CN211285166U (en) | 2020-08-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201921878192.0U Active CN211285166U (en) | 2019-11-04 | 2019-11-04 | Bidirectional cross slope concrete pavement vibrating device |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112647382A (en) * | 2021-01-18 | 2021-04-13 | 中铁八局集团有限公司 | Inverted V-shaped farm unit terrace and construction method thereof |
| CN114481743A (en) * | 2022-01-20 | 2022-05-13 | 四川将智建筑工程有限责任公司 | Municipal damping road and construction method thereof |
-
2019
- 2019-11-04 CN CN201921878192.0U patent/CN211285166U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112647382A (en) * | 2021-01-18 | 2021-04-13 | 中铁八局集团有限公司 | Inverted V-shaped farm unit terrace and construction method thereof |
| CN112647382B (en) * | 2021-01-18 | 2022-08-02 | 中铁八局集团有限公司 | Inverted V-shaped farm unit terrace and construction method thereof |
| CN114481743A (en) * | 2022-01-20 | 2022-05-13 | 四川将智建筑工程有限责任公司 | Municipal damping road and construction method thereof |
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