CN106758701A - Dissymmetrical structure object plane layer concrete plate vibrator and utilize its construction method - Google Patents
Dissymmetrical structure object plane layer concrete plate vibrator and utilize its construction method Download PDFInfo
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- CN106758701A CN106758701A CN201611186650.5A CN201611186650A CN106758701A CN 106758701 A CN106758701 A CN 106758701A CN 201611186650 A CN201611186650 A CN 201611186650A CN 106758701 A CN106758701 A CN 106758701A
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- framework
- travelling wheel
- plate vibrator
- concrete
- railway
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/22—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for consolidating or finishing laid-down unset materials
- E01C19/30—Tamping or vibrating apparatus other than rollers ; Devices for ramming individual paving elements
- E01C19/34—Power-driven rammers or tampers, e.g. air-hammer impacted shoes for ramming stone-sett paving; Hand-actuated ramming or tamping machines, e.g. tampers with manually hoisted dropping weight
- E01C19/38—Power-driven rammers or tampers, e.g. air-hammer impacted shoes for ramming stone-sett paving; Hand-actuated ramming or tamping machines, e.g. tampers with manually hoisted dropping weight with means specifically for generating vibrations, e.g. vibrating plate compactors, immersion vibrators
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Road Paving Machines (AREA)
Abstract
The invention discloses a kind of dissymmetrical structure object plane layer concrete plate vibrator and using its construction method.It includes the first framework being made up of two main rods be arrangeding in parallel and many root system bars being connected between two main rods, it is fixedly installed on the vibrating motor of the first framework upper, second framework of one end of the first framework is connected to by connector, first framework and the second framework form step structure, and second framework be located at the first framework top, the other end bottom of the first framework is provided with travelling wheel A, the bottom of the second framework is provided with travelling wheel B, the side of the connector is provided with travelling wheel C, the travelling wheel B and travelling wheel C is in 90 degree of arrangements, the front end both sides of first framework are connected to a rod member for drawing concrete in of oblique outside arrangement, two rod members are set in splayed.Simple structure of the present invention, can be effectively ensured the dissymmetrical structure object plane layer concrete such as railway T-beam thickness, the gradient, flatness requirement.
Description
Technical field
The present invention relates to a kind of dissymmetrical structure object plane layer concrete plate vibrator, belong to construction equipment technology neck
Domain.Applied the invention further relates to carry out railway T-beam facing concrete using the dissymmetrical structure object plane layer concrete plate vibrator
The method of work.
Background technology
After the completion of the works main body construction such as railway T-beam, generally its surface layer upper berth set up defences water layer and concrete topping with
Play waterproof and protection subjective role, its facing concrete is generally relatively thin, and sets drainage grade, and facing concrete thickness
Degree, the gradient, flatness deviation requirement are more strict, are difficult to control in work progress.Because the works such as railway T-beam are usually not
Symmetrical section, facing concrete is more difficult to control when constructing in edge, and can cause concrete because concrete distributing is uneven
Trickle down to outside.At present, the works such as railway T-beam facing concrete is generally applied using vibrating head or classic flat-plate vibrator
Work.When being constructed using vibrating head, because facing concrete is relatively thin, vibrating head vibrates and easily causes concrete disintegration, influences coagulation
Soil property amount, and flatness, thickness and the gradient of facing concrete can only be controlled by workmen's experience, it is difficult to meet construction skill
Art requirement；Additionally, when being constructed using classic flat-plate vibrator, because flat board conventional vibrator is without supporting track, in vibration processes
Normally result in concrete at vibration to be spread to surrounding, be equally difficult to ensure that flatness, thickness and the gradient of facing concrete.
The content of the invention
For drawbacks described above present in prior art, railway T-beam etc. can be effectively ensured the invention provides one kind not right
Claim works facing concrete thickness, the gradient, the dissymmetrical structure object plane layer concrete plate vibrator of flatness requirement.
The present invention is achieved by the following technical solution：A kind of dissymmetrical structure object plane layer concrete plate vibration
Device, it is characterized in that：Including what is be made up of two main rods be arrangeding in parallel and many root system bars being connected between two main rods
First framework, is fixedly installed on the vibrating motor of first framework upper, and first framework is connected to by connector
Second framework of one end, first framework and the second framework form step structure, and the second framework is located at the first framework
Top, the other end bottom of first framework is provided with travelling wheel A, and the bottom of second framework is provided with travelling wheel B, institute
The side for stating connector is provided with travelling wheel C, the travelling wheel B and travelling wheel C in 90 degree of arrangements, the front end of first framework
Both sides are connected to a rod member for drawing concrete in of oblique outside arrangement, and two rod members are set in splayed.
In the present invention, the downside passing line of plate vibrator is controlled by travelling wheel A, by travelling wheel B and traveling
Take turns C to constrain the high side passing line of plate vibrator jointly, by the constraint in height both sides to plate vibrator, it is ensured that
Plate vibrator walked when works facing concrete is constructed the accuracy of row line, works corner etc. is difficult construction
Position also can effectively be controlled construction.Plate vibrator, can be with by the rod member for drawing concrete in during traveling
Height is exceeded any excess concrete on works facing concrete surface, to gathering in the middle of plate vibrator, it is therefore prevented that coagulation
Soil is trickled down to outside.Plate vibrator produces vibration in walking process of constructing by vibrating motor, then will by the first framework
Facing concrete vibration compacting.By adjusting the discrepancy in elevation between travelling wheel A and travelling wheel B, surface layer coagulation can be effectively controlled
The thickness of soil, the gradient and flatness.
Further, the edge for drawing the rod member of concrete at least with the length direction of first framework
Edge weight is neat.The design can ensure that any excess concrete by height beyond works facing concrete surface is fully received to centre
Hold together, prevent concrete from trickling down to outside.
The vibration of railway T-beam facing concrete is carried out using described dissymmetrical structure object plane layer concrete plate vibrator to apply
The method of work, it is characterized in that：Plate vibrator is placed on railway T-beam to be onstructed first, and makes the second of plate vibrator
Framework is located at the high level of railway T-beam, the first framework of plate vibrator is treated at the low level that vibration is constructed positioned at railway T-beam,
By the use of the existing structure face of railway T-beam as walking rails, then by the power for applying to advance forward to plate vibrator, make to put down
Deck vibrator is moved forward, and applies to plate vibrator the power to high side direction during advance, travelling wheel C is close to iron
The side of the high level of road T beams, levelling and vibratory compaction is carried out while opening vibrating motor and being vibrated to facing concrete；It is logical
Cross thickness, the gradient and the flatness for adjusting the discrepancy in elevation between travelling wheel A and travelling wheel B to control facing concrete.
The invention has the advantages that：
1st, facing concrete construction is carried out using plate vibrator of the invention, can simply efficiently controls facing concrete
Construction quality, can fully ensure that works facing concrete thickness, the gradient, flatness etc. requirement.
2nd, constructed using plate vibrator of the invention, facing concrete is trickled down when can prevent construction, saves mixed
Solidifying soil simultaneously ensure that the clean and tidy of job site.
3rd, plate vibrator simple structure of the invention, understandable principle, convenient material drawing, with low cost, with reality higher
The property used.
Brief description of the drawings
Fig. 1 is the structural representation in the specific embodiment of the invention；
In figure, 1 is travelling wheel A, and 2 is travelling wheel B, and 3 is travelling wheel C, and 4 is the rod member for drawing concrete in, and 5 is vibration electricity
Machine, 6 is main rod, and 7 is tie-rod, and 8 is works (railway T-beam), and 9 is the first framework, and 10 is the second framework, and 11 is connector.
Specific embodiment
Below by non-limiting embodiment and the present invention is further illustrated with reference to accompanying drawing：
As shown in drawings, a kind of dissymmetrical structure object plane layer concrete plate vibrator, it includes being be arranged in parallel by two
Main rod 6 and many root system bars 7 for being connected between two main rods 6 constitute the first framework 9, be fixedly installed on described first
The vibrating motor 5 of the top middle part of framework 9, be connected to by connector 11 first framework 9 one end the second framework
10, wherein, tie-rod 7 is connected by way of welding with two main rods 6, and the first framework 9 and the second framework 10 pass through connector
11 are connected as an entirety, and 9 and second framework of the first framework 10 forms step structure, and the second framework 10 is located at first
The top of framework 9.Travelling wheel A1 is installed in the other end bottom of first framework 9, in the bottom of second framework 10
Travelling wheel B2 is installed, the side of the connector 11 is provided with travelling wheel C3, the travelling wheel B2 and travelling wheel C3 in 90 degree
Arrangement.A bar for drawing concrete in of oblique outside arrangement is connected in the front end both sides of first framework 9
Part 4, two rod members 4 are set in splayed.
The vibration of railway T-beam facing concrete is carried out using above-mentioned dissymmetrical structure object plane layer concrete plate vibrator to apply
In man-hour, plate vibrator is placed on railway T-beam to be onstructed first, and the second framework 10 of plate vibrator is located at railway
The high level of T beams, makes the first framework 9 of plate vibrator at the low level that railway T-beam treats vibration construction, using railway T-beam
Existing structure face as walking rails, then by the power for applying to advance forward to plate vibrator, make plate vibrator to
Preceding movement, and apply to plate vibrator the power to high side direction during advance, travelling wheel C3 is close to the height of railway T-beam
Side at position, while open vibrating motor 5 being vibrated；During plate vibrator is walked forward, travelling wheel A1, walk
Road wheel B2 and travelling wheel C3 co- controlling plate vibrator direction of travels, draw in concrete rod member 4 will walk front it is unnecessary
Concrete is collected puts together to the centre of the first framework 9, and vibrating motor 5 vibrates the first framework 9, and facing concrete is carried out
Levelling and vibratory compaction.Thickness, the gradient of facing concrete are controlled by adjusting the discrepancy in elevation between travelling wheel A and travelling wheel B
And flatness.
Other parts in the present embodiment use known technology, will not be repeated here.
Claims (3)
1. a kind of dissymmetrical structure object plane layer concrete plate vibrator, it is characterized in that：Including by two mobile jibs be arrangeding in parallel
The first framework (9) that part (6) and many root system bars (7) for being connected between two main rods (6) are constituted, is fixedly installed on described the
The vibrating motor (5) on one framework (9) top, second frame of one end of first framework (9) is connected to by connector (11)
Frame (10), first framework (9) and the second framework (10) form step structure, and the second framework (10) is positioned at the first framework
(9) top, the other end bottom of first framework (9) is provided with travelling wheel A (1), the bottom of second framework (10)
Travelling wheel B (2) is installed, the side of the connector (11) is provided with travelling wheel C (3), the travelling wheel B (2) and travelling wheel C
(3) in 90 degree of arrangements, the front end both sides of first framework (9) are connected to the mixed for drawing in of oblique outside arrangement
The rod member (4) of soil is coagulated, two rod members (4) are set in splayed.
2. dissymmetrical structure object plane layer concrete plate vibrator according to claim 1, it is characterized in that：It is described for receiving
The edge for holding together the rod member (4) of concrete is at least heavy with the edge of the length direction of first framework (9) neat.
3. a kind of dissymmetrical structure object plane layer concrete plate vibrator using described in claim 1 carries out railway T-beam surface layer
The method of vibratory concrete construction, it is characterized in that：Plate vibrator is placed on railway T-beam to be onstructed first, and makes flat board
Second framework of vibrator is located at the high level of railway T-beam, the first framework of plate vibrator is treated that vibration is applied positioned at railway T-beam
At the low level of work, by the use of the existing structure face of railway T-beam as walking rails, then by applying forward to plate vibrator before
The power entered, moves forward plate vibrator, and applies to plate vibrator the power to high side direction during advance, makes to walk
Road wheel C (3) is close to the side of the high level of railway T-beam, and facing concrete is looked for while opening vibrating motor and being vibrated
Gentle vibratory compaction；Controlled by adjusting the discrepancy in elevation between travelling wheel A and travelling wheel B the thickness of facing concrete, the gradient and
Flatness.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611186650.5A CN106758701A (en) | 2016-12-20 | 2016-12-20 | Dissymmetrical structure object plane layer concrete plate vibrator and utilize its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611186650.5A CN106758701A (en) | 2016-12-20 | 2016-12-20 | Dissymmetrical structure object plane layer concrete plate vibrator and utilize its construction method |
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| Publication Number | Publication Date |
|---|---|
| CN106758701A true CN106758701A (en) | 2017-05-31 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611186650.5A Pending CN106758701A (en) | 2016-12-20 | 2016-12-20 | Dissymmetrical structure object plane layer concrete plate vibrator and utilize its construction method |
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| CN (1) | CN106758701A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB708961A (en) * | 1950-10-16 | 1954-05-12 | Allg Baumaschinen Ges M B H Fa | Method of making concrete roads and apparatus therefor |
| CN202766957U (en) * | 2012-09-12 | 2013-03-06 | 阿勒泰公路管理局富蕴分局 | Simple leveling device for asphalt concrete |
| CN203080390U (en) * | 2012-12-13 | 2013-07-24 | 中国二十冶集团有限公司 | Attached vibrating tamper for road cast-in-situ gutter type concrete flat stone |
| CN203128960U (en) * | 2013-03-07 | 2013-08-14 | 中铁十一局集团有限公司 | Concrete surface-finishing and slope-making vibrator capable of achieving height adjustment and segmented gradient adjustment |
| CN203498731U (en) * | 2013-09-30 | 2014-03-26 | 北京港源建筑装饰工程有限公司 | Special vehicle for vibration in floor construction |
| CN204325879U (en) * | 2014-11-04 | 2015-05-13 | 五冶集团上海有限公司 | Terrace vibratory concrete roller |
| CN205283003U (en) * | 2015-11-03 | 2016-06-01 | 安徽送变电工程公司 | Cable pit anti -pollution device |
| CN205804975U (en) * | 2016-07-13 | 2016-12-14 | 中国新兴建筑工程总公司 | A kind of concrete cushion construction vibration board |
-
2016
- 2016-12-20 CN CN201611186650.5A patent/CN106758701A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB708961A (en) * | 1950-10-16 | 1954-05-12 | Allg Baumaschinen Ges M B H Fa | Method of making concrete roads and apparatus therefor |
| CN202766957U (en) * | 2012-09-12 | 2013-03-06 | 阿勒泰公路管理局富蕴分局 | Simple leveling device for asphalt concrete |
| CN203080390U (en) * | 2012-12-13 | 2013-07-24 | 中国二十冶集团有限公司 | Attached vibrating tamper for road cast-in-situ gutter type concrete flat stone |
| CN203128960U (en) * | 2013-03-07 | 2013-08-14 | 中铁十一局集团有限公司 | Concrete surface-finishing and slope-making vibrator capable of achieving height adjustment and segmented gradient adjustment |
| CN203498731U (en) * | 2013-09-30 | 2014-03-26 | 北京港源建筑装饰工程有限公司 | Special vehicle for vibration in floor construction |
| CN204325879U (en) * | 2014-11-04 | 2015-05-13 | 五冶集团上海有限公司 | Terrace vibratory concrete roller |
| CN205283003U (en) * | 2015-11-03 | 2016-06-01 | 安徽送变电工程公司 | Cable pit anti -pollution device |
| CN205804975U (en) * | 2016-07-13 | 2016-12-14 | 中国新兴建筑工程总公司 | A kind of concrete cushion construction vibration board |
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