CN207109589U - Formula concrete vibrating beam is spelled certainly in being constructed applied to Deck concrete pavement layer - Google Patents
Formula concrete vibrating beam is spelled certainly in being constructed applied to Deck concrete pavement layer Download PDFInfo
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- CN207109589U CN207109589U CN201720354751.2U CN201720354751U CN207109589U CN 207109589 U CN207109589 U CN 207109589U CN 201720354751 U CN201720354751 U CN 201720354751U CN 207109589 U CN207109589 U CN 207109589U
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- engine
- walks
- lateral
- gooseneck
- pave
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- 238000010276 construction Methods 0.000 claims abstract description 29
- 244000261422 Lysimachia clethroides Species 0.000 claims abstract description 19
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 14
- 239000010959 steel Substances 0.000 claims abstract description 14
- 230000000694 effects Effects 0.000 abstract description 4
- 238000009434 installation Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 235000013399 edible fruits Nutrition 0.000 description 2
- 230000003028 elevating effect Effects 0.000 description 2
- 238000007667 floating Methods 0.000 description 2
- 230000007246 mechanism Effects 0.000 description 2
- 241000256844 Apis mellifera Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
Abstract
The utility model provide it is a kind of applied to Deck concrete pavement layer construction in from spell formula concrete vibrating beam, including gooseneck (1), vibrator (2), Sinistral strike slip wheel (3), left lateral walk track (4), left lateral walks engine (5), right traveling wheel (6), right lateral walk track (7), right lateral walks engine (8), left pave-load layer absolute altitude band (9), right pave-load layer absolute altitude band (10) and flatten steel plate (11).Advantage is：Have the advantages that easy for construction, simple to operate, personnel's less investment, low engineering cost, construction effect are good from formula concrete vibrating beam is spelled, with the cost input far below roller shaft type evener, enable the abundant vibration compacting of concrete pavement layer in all stage work progress, reach Pavement design requirement.
Description
Technical field
The utility model belongs to the floating technical field of construction of concrete vibrating, and in particular to one kind is applied to bridge deck concrete
Formula concrete vibrating beam is spelled certainly in pave-load layer construction.
Background technology
Existing Deck Concrete Pavement vibrates planarization technology, more to be vibrated flatening method using roller shaft type evener, due to mountain
Area is constructed, and machinery is marched into the arena more difficult, plus roller shaft type evener cost costly, during use needs first be vibrated again with vibrator
Using axle leveling is flattened, operation is relatively complicated.Further, since the time between vibrator jolt ramming and roller shaft type leveling two procedures
Interval is unsuitable long, so, vibrate and flatten needs while follow up, it is more plus the flat operation of essence, workmen's quantity demand.
Utility model content
The defects of existing for prior art, the utility model provide a kind of be applied in Deck concrete pavement layer construction
From spell formula concrete vibrating beam, can effectively solve the above problems.
The technical solution adopted in the utility model is as follows：
The utility model provides in a kind of construction applied to Deck concrete pavement layer and spells formula concrete vibrating beam, bag certainly
Include that gooseneck (1), vibrator (2), Sinistral strike slip wheel (3), left lateral walk track (4), left lateral walks engine (5), right traveling wheel
(6), right lateral walks track (7), right lateral walks engine (8), left pave-load layer absolute altitude band (9), right pave-load layer absolute altitude band (10) and leveling
Steel plate (11)；
On the left pave-load layer absolute altitude band (9) and the right pave-load layer absolute altitude band (10), the left lateral is set to walk respectively
Track (4) and the right lateral walk track (7)；The leveling steel plate (11), the steel is fixedly mounted in the bottom of the gooseneck (1)
The Sinistral strike slip wheel (3) and the right traveling wheel (6), the left side is fixedly mounted in the left and right ends bottom of crossbeam (1) respectively
Traveling wheel (3) and the right traveling wheel (6) slidably walks track (4) positioned at the left lateral respectively and the right lateral walks track
(7)；The left and right sides of the gooseneck (1) is fixedly mounted that the left lateral walks engine (5) and the right lateral walks engine respectively
(8), also, the left lateral is walked engine (5) and linked with the Sinistral strike slip wheel (3), for driving the Sinistral strike slip wheel (3)
Rotate；The right lateral is walked engine (8) and linked with the right traveling wheel (6), for driving the right traveling wheel (6) to turn
It is dynamic；On the gooseneck (1), several described vibrators (2) of spaced set.
Preferably, the gooseneck (1) is triangle steel truss.
Having from spelling formula concrete vibrating beam in the construction provided by the utility model applied to Deck concrete pavement layer
Advantages below：
There is easy for construction, simple to operate, personnel's less investment, low engineering cost, construction effect from formula concrete vibrating beam is spelled
The advantages that fruit is good, with the cost input far below roller shaft type evener so that concrete pavement layer in all stage work progress
The abundant vibration compacting of energy, reaches Pavement design requirement.
Brief description of the drawings
Fig. 1 is provided by the utility model from the front view for spelling formula concrete vibrating beam；
Fig. 2 is provided by the utility model from the top view for spelling formula concrete vibrating beam；
Fig. 3 is provided by the utility model from the side view for spelling formula concrete vibrating beam.
Embodiment
In order that technical problem, technical scheme and beneficial effect that the utility model solves are more clearly understood, below
With reference to drawings and Examples, the utility model is further elaborated.It should be appreciated that specific implementation described herein
Example only to explain the utility model, is not used to limit the utility model.
Deck Concrete Pavement is constructed, and high using conventional apparatus cost, cumbersome while demand workmen's quantity is more,
By very big raising cost input.And it is provided by the utility model from formula concrete vibrating beam is spelled, the construction that will vibrate is applied with leveling
Work is merged on this vibrating beam, and by the steady walking of vibrating beam, concrete speading construction of vibrating and flatten simultaneously advances, one time
It can simultaneously complete to vibrate and screed operation, the flat operation of follow-up follow-up construction essence, effectively raise overall efficiency of construction, subtract
Cumbersome working procedure is lacked, has reduced workmen's quantity, reduce cost input.
With reference to figure 1- Fig. 3, formula coagulation is spelled certainly in the construction provided by the utility model applied to Deck concrete pavement layer
Native vibrating beam, walked applied to the floating construction of Deck concrete pavement layer concrete vibrating, including gooseneck 1, vibrator 2, left lateral
Pulley 3, left lateral walk track 4, left lateral walks engine 5, right traveling wheel 6, right lateral walk track 7, right lateral walks engine 8, a left side is mated formation
Layer absolute altitude band 9, right pave-load layer absolute altitude band 10 and leveling steel plate 11；
On left pave-load layer absolute altitude band 9 and right pave-load layer absolute altitude band 10, setting left lateral walks track 4 respectively and right lateral walks track
7；Leveling steel plate 11 is fixedly mounted in the bottom of gooseneck 1, and Sinistral strike slip wheel is fixedly mounted in the left and right ends bottom of gooseneck 1 respectively
3 and right traveling wheel 6, Sinistral strike slip wheel 3 and right traveling wheel 6 slidably walks track 4 positioned at left lateral respectively and right lateral walks track
7；The left and right sides of gooseneck 1 is fixedly mounted that left lateral walks engine 5 and right lateral walks engine 8 respectively, also, left lateral walks engine
5 link with Sinistral strike slip wheel 3, for driving Sinistral strike slip wheel 3 to rotate；Right lateral is walked engine 8 and linked with right traveling wheel 6, uses
Rotated in driving right traveling wheel 6；On gooseneck 1, several vibrators 2 of spaced set.It is each to vibrate in practical application
Device and walking engine share identical power supply, also, are commonly connected to master controller, by master controller, can control respectively
The rotating speed of walking engine and the frequency of vibrating of each vibrator.On circuit realiration, realized by following structure：Each shake
Smash the output end that device is connected to master controller by vibrator frequency adjustment circuit；Each walking engine passes through engine driving
Circuit is connected to the output end of master controller.In addition, leveling steel plate can be connected to the bottom of gooseneck by elevating mechanism, pass through
The adjustable height of elevating mechanism is adjusted, adapts to different-thickness concrete pavement demand.
Formula concrete vibrating beam is spelled certainly in being constructed applied to Deck concrete pavement layer, and it processes installation and workflow
Journey：
1) size according to needed for practice of construction, installation gooseneck, installation leveling steel plate are processed according to drawing.
2) traveling wheel and walking track are installed, walking track is arranged on the pave-load layer absolute altitude band of both sides.
3) walking engine model and vibrator model are determined, walking engine is illustrated with vibrator installed in vibrating beam
Position.Vibrator installation is multiple, realizes effect of uniformly vibrating comprehensively.
4) power supply etc., adjustment vibrating beam to composite design requirement are installed.
5) spread concrete, in Fig. 1 11 represent it is new pour layer concrete of mating formation, operating personnel manipulate walking engine and turned
Speed, so that be steadily advanced slowly, you can realization is vibrated and flattened, and concrete pavement layer essence is being carried out subsequently through trestle is set up
It is flat.
Honeybee gulf grand bridge, dragon colt's grand bridge etc. have completed the bridge of deck paving, are aided in using concrete vibrating beam
Construct, altogether nearly 4500 meters of long bridge deck pavements.Pave-load layer construction needs to ensure concrete construction quality, to meet that design will
Ask, and the concrete pavement layer vibrating beam both ensure that pavement construction quality, while save the input and equipment of workmen
The input of fund, on the premise of construction requirement is ensured, it is effectively controlled cost.It compensate for existing pavement construction technology cost
Expensive, numerous and diverse short slab so that construction is more simple, operation is more convenient, ensure that the operating efficiency of concrete pavement layer with
Construction quality, fund cost is more effectively controlled, can promotional value with good.
In summary, being shaken from spelling formula concrete in the construction provided by the utility model applied to Deck concrete pavement layer
Smashing beam has advantages below：
There is easy for construction, simple to operate, personnel's less investment, low engineering cost, construction effect from formula concrete vibrating beam is spelled
The advantages that fruit is good, with the cost input far below roller shaft type evener so that concrete pavement layer in all stage work progress
The abundant vibration compacting of energy, reaches Pavement design requirement.
Described above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, some improvements and modifications can also be made, these improve and
Retouching should also regard the scope of protection of the utility model.
Claims (2)
1. formula concrete vibrating beam is spelled certainly in a kind of construction applied to Deck concrete pavement layer, it is characterised in that including steel
Crossbeam (1), vibrator (2), Sinistral strike slip wheel (3), left lateral walk track (4), left lateral walks engine (5), right traveling wheel (6),
Right lateral walks track (7), right lateral walks engine (8), left pave-load layer absolute altitude band (9), right pave-load layer absolute altitude band (10) and leveling steel plate
(11)；
On the left pave-load layer absolute altitude band (9) and the right pave-load layer absolute altitude band (10), the left lateral is set to walk track respectively
(4) and the right lateral walks track (7)；The leveling steel plate (11), the gooseneck is fixedly mounted in the bottom of the gooseneck (1)
(1) the Sinistral strike slip wheel (3) is fixedly mounted in left end bottom；The right side is fixedly mounted in the right-hand member bottom of the gooseneck (1)
Traveling wheel (6)；The Sinistral strike slip wheel (3) and the right traveling wheel (6) slidably walk track positioned at the left lateral respectively
(4) and the right lateral walks track (7)；The left side of the gooseneck (1) is fixedly mounted the left lateral and walks engine (5)；The steel
The right side of crossbeam (1) is fixedly mounted the right lateral and walks engine (8), also, the left lateral is walked engine (5) and walked with the left lateral
Pulley (3) links, for driving the Sinistral strike slip wheel (3) to rotate；The right lateral walks engine (8) and the right traveling wheel
(6) link, for driving the right traveling wheel (6) to rotate；On the gooseneck (1), spaced set is described in several
Vibrator (2).
2. formula concrete vibrating beam is spelled certainly in the construction according to claim 1 applied to Deck concrete pavement layer, its
It is characterised by, the gooseneck (1) is triangle steel truss.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720354751.2U CN207109589U (en) | 2017-04-06 | 2017-04-06 | Formula concrete vibrating beam is spelled certainly in being constructed applied to Deck concrete pavement layer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720354751.2U CN207109589U (en) | 2017-04-06 | 2017-04-06 | Formula concrete vibrating beam is spelled certainly in being constructed applied to Deck concrete pavement layer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207109589U true CN207109589U (en) | 2018-03-16 |
Family
ID=61595469
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720354751.2U Active CN207109589U (en) | 2017-04-06 | 2017-04-06 | Formula concrete vibrating beam is spelled certainly in being constructed applied to Deck concrete pavement layer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207109589U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576253A (en) * | 2020-05-20 | 2020-08-25 | 中铁六局集团有限公司 | Bridge deck pavement surface crack control method |
| CN112064469A (en) * | 2020-10-09 | 2020-12-11 | 中国二十二冶集团有限公司 | Concrete pavement layer vibrating device |
-
2017
- 2017-04-06 CN CN201720354751.2U patent/CN207109589U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576253A (en) * | 2020-05-20 | 2020-08-25 | 中铁六局集团有限公司 | Bridge deck pavement surface crack control method |
| CN112064469A (en) * | 2020-10-09 | 2020-12-11 | 中国二十二冶集团有限公司 | Concrete pavement layer vibrating device |
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