CN203346762U - Pneumatic bituminous concrete vibrator - Google Patents
Pneumatic bituminous concrete vibrator Download PDFInfo
- Publication number
- CN203346762U CN203346762U CN2013203324605U CN201320332460U CN203346762U CN 203346762 U CN203346762 U CN 203346762U CN 2013203324605 U CN2013203324605 U CN 2013203324605U CN 201320332460 U CN201320332460 U CN 201320332460U CN 203346762 U CN203346762 U CN 203346762U
- Authority
- CN
- China
- Prior art keywords
- pneumatic
- bituminous concrete
- motor
- concrete vibrator
- vibrating head
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model aims at providing a pneumatic bituminous concrete vibrator which comprises a motor, a delivery pipe and a vibrating rod and is characterized in that the motor consists of an air pump and a pneumatic motor; the pneumatic motor is positioned in the vibrating rod; the delivery pipe is connected with the air pump and the vibrating rod; and a grab handle is arranged at the connecting part of the delivery pipe and the vibrating rod. The pneumatic bituminous concrete vibrator has the benefits that under the drive of the pneumatic motor, a spark is avoided, and accidents are reduced; since an earth wire is added, the probability of potential difference is reduced; since the grab handle is added, an operator is protected effectively, and the influence of vibration on people is reduced.
Description
Technical field
The utility model relates to the pavement construction technical field, relates in particular to a kind of wind-tunnel bituminous concrete vibrator.
Background technology
Bituminous concrete, English name: bituminous concrete, be commonly called as asphalt concrete, to there is the mineral aggregate (rubble or grating gravel, aggregate chips or sand, breeze etc.) and a certain proportion of bitumen for road use material of certain gradation composition, the compound that mixing forms under strict controlled condition through the artificial selection.
The intensity of bituminous mixture is mainly manifested in two aspects.The one, the adhesion stress of the cementitious matter that pitch and breeze form; Another is inner frictional resistance and lock knot power between aggregate particle.The huge surface area of breeze fine grained (mostly being less than 0.075 millimeter) makes bituminous material form film, thereby has improved adhesion strength and the temperature stability of bituminous material; Lock knot power mainly produces between the coarse aggregate particle.To take into account both while selecting the bituminous concrete mineral aggregate gradation, with reach add after appropriate pitch compound can form closely knit, stable, roughness is suitable, long-lived road surface.Coordinate mineral aggregate that several different methods is arranged, can calculate with formula, also specified grading scope by rule of thumb, China adopts the grading limit of experience curve at present.Pitch Optimum in bituminous mixture, should determine with the practical situation in laboratory test result and building site, generally in relevant specification, all shows the guidance that the asphalt content scope that provides a reference is joined as examination.When mineral aggregate kind, grading limit, bitumen consistency and kind, mix and stir facility, local climate and traffic characteristic fixedly the time, also can adopt the empirical formula estimation.
Bituminous concrete vibrator (electric concrete vibrator), make the closely knit electric tools of fluid concrete by vibration.Have concrete vibrator in prior art, but mostly these concrete vibrators are that motor drives or fuel oil drives, and lack corresponding earth leakage protective device, in the process of construction, because there is certain potential safety hazard in the combustibility of pitch.
The utility model content
Problem to be solved in the utility model is: a kind of pneumatic bituminous concrete vibrator is provided.
The technical solution of the utility model is as follows: a kind of pneumatic bituminous concrete vibrator, comprise motor, carrier pipe and vibrating head, it is characterized in that: described motor is become with pneumatic groups of motors by air pump, and described air motor is positioned at vibrating head, and described carrier pipe connects air pump and vibrating head; The junction of described carrier pipe and vibrating head is provided with lever.
Further, the high pressure black rubber pipe that described carrier pipe is steel wire winding.
Further, described lever is provided with anti-slip veins.
Further, described vibrating head is metal material.
The beneficial effects of the utility model are: by the pneumatic bituminous concrete vibrator of the utility model, under the drive of air motor, avoided occurring the situation of spark, reduced accident; The increase of ground wire, reduced the possibility that electrical potential difference occurs; The increase of lever, effectively protected operating personnel, reduces the impact of vibrations on the people.
The accompanying drawing explanation
Fig. 1 is the structural representation of this use confidence.
Wherein: 1, air pump, 2, carrier pipe,
3, vibrating head, 4, air motor,
5, lever.
The specific embodiment
Below in conjunction with accompanying drawing, concrete enforcement of the present utility model is made to brief description.
As shown in Figure 1, a kind of pneumatic bituminous concrete vibrator, comprise carrier pipe 2 that the high pressure black rubber pipe of motor, steel wire winding is made and the vibrating head 3 of metal material, described motor is comprised of air pump 1 and air motor 4, described air motor 4 is positioned at vibrating head 3, and described carrier pipe 2 connects air pump 1 and vibrating head 3; The junction of described carrier pipe 2 and vibrating head 3 is provided with lever 5, and described lever 5 is provided with anti-slip veins.
Working method: booster air pump 1, gases at high pressure are delivered to air motor 4 along carrier pipe 2, and air motor 4 drives vibrating head 3 vibrations.
Above an embodiment of the present utility model is had been described in detail, but described content is only preferred embodiment of the present utility model, can not be considered to for limiting practical range of the present utility model.All equalization variations of doing according to the utility model application range and improvement etc., within all should still belonging to patent covering scope of the present utility model.
Claims (4)
1. a pneumatic bituminous concrete vibrator, comprise motor, carrier pipe (2) and vibrating head (3), it is characterized in that: described motor is comprised of air pump (1) and air motor (4), described air motor (4) is positioned at vibrating head (3), and described carrier pipe (2) connects air pump (1) and vibrating head (3); The junction of described carrier pipe (2) and vibrating head (3) is provided with lever (5).
2. pneumatic bituminous concrete vibrator according to claim 1, it is characterized in that: described carrier pipe (2) is the high pressure black rubber pipe of steel wire winding.
3. pneumatic bituminous concrete vibrator according to claim 1, it is characterized in that: described lever (5) is provided with anti-slip veins.
4. pneumatic bituminous concrete vibrator according to claim 1, it is characterized in that: described vibrating head (3) is metal material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2013203324605U CN203346762U (en) | 2013-06-08 | 2013-06-08 | Pneumatic bituminous concrete vibrator |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2013203324605U CN203346762U (en) | 2013-06-08 | 2013-06-08 | Pneumatic bituminous concrete vibrator |
Publications (1)
Publication Number | Publication Date |
---|---|
CN203346762U true CN203346762U (en) | 2013-12-18 |
Family
ID=49746681
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2013203324605U Expired - Fee Related CN203346762U (en) | 2013-06-08 | 2013-06-08 | Pneumatic bituminous concrete vibrator |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN203346762U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104746877A (en) * | 2015-03-23 | 2015-07-01 | 马人欢 | Pneumatic vibrator |
-
2013
- 2013-06-08 CN CN2013203324605U patent/CN203346762U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104746877A (en) * | 2015-03-23 | 2015-07-01 | 马人欢 | Pneumatic vibrator |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN100516365C (en) | Process of repairing pit in asphalt road | |
CN104556906A (en) | Worn ultrathin road surface material and preparation method thereof | |
CN104652212B (en) | A kind of Promotion Transformation method of Old cement concrete | |
CN202442925U (en) | Asphalt concrete test block pressure tester | |
CN106149500A (en) | A kind of construction method of cement emulsified asphalt mortar penetration type half-flexible pavement | |
CN203346762U (en) | Pneumatic bituminous concrete vibrator | |
CN202323614U (en) | Novel pavement pit hole repairing structure | |
CN113235351B (en) | Airport pavement structure with asphalt layer paved on old cement airport runway and paving method thereof | |
CN112252108B (en) | Road construction method for in-situ cold recycling of asphalt pavement | |
CN103388296A (en) | Environment-friendly reclaimed bituminous pavement structure and construction process thereof | |
CN106930327A (en) | Well lid construction installation method | |
CN103898925B (en) | A kind of anti-settling manhole cover costume changing method | |
CN204919285U (en) | Explosion -proof asphalt concrete vibrator | |
CN104062179B (en) | The best brushing process parameter determination method in a kind of hard and soft interlayer contact face of road | |
Widyaningsih et al. | Influence of hyacinth plant as filler on mixed ac-wc (asphalt concrete-wearing course) with marshall test | |
CN103792148A (en) | Evaluation index for anti-shearing performance of waterproof bonding layer paved on bridge deck | |
CN104003656B (en) | A kind of SMA mixture and its preparation method and application | |
Xiong et al. | Analysis of the grouting fullness and road performance of hot-recycled semi-flexible pavement materials | |
CN202330187U (en) | Test device for study on shearing property of asphalt mixture | |
CN109024206B (en) | Device for quickly and efficiently repairing pavement and construction method | |
CN110219240B (en) | Epoxy asphalt steel bridge deck pavement method | |
CN205580843U (en) | A mould for preparing rule is gathered materials | |
CN106189288B (en) | A kind of New Regenerated pitch and preparation method thereof | |
CN203049400U (en) | Ecological-type integrated rapidly-maintained pavement structure | |
CN204491385U (en) | Asphalt concrete pavement Regeneration and Repair compaction grouting shallow bore hole structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131218 Termination date: 20150608 |
|
EXPY | Termination of patent right or utility model |