CN208038981U - A kind of concrete row formula vibrator assisting guide frame - Google Patents
A kind of concrete row formula vibrator assisting guide frame Download PDFInfo
- Publication number
- CN208038981U CN208038981U CN201820501602.9U CN201820501602U CN208038981U CN 208038981 U CN208038981 U CN 208038981U CN 201820501602 U CN201820501602 U CN 201820501602U CN 208038981 U CN208038981 U CN 208038981U
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- guide frame
- concrete
- assisting guide
- assisting
- formula vibrator
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Abstract
The utility model belongs to concrete pavement construction equipment technical field, formula vibrator assisting guide frame is arranged more particularly to a kind of concrete, it solves the problems, such as to cannot be satisfied using row's formula vibrator when concrete pavement construction and vibrate completely to one-time-concreting concrete, it include the assisting guide frame connected with concrete road surface formwork for placing, assisting guide frame is symmetricly set on the both ends lengthwise position of concrete road surface formwork for placing and the overhead height of the two is identical, assisting guide frame includes saddle track, saddle track is the channel steel that Open Side Down, saddle rail inferior portion spaced set has several supporting legs, two supporting rods are connected between symmetrically arranged assisting guide frame.The utility model is equivalent to the additional track that row's formula is vibrated, and the quality of vibrating after there is stronger regulating power and self-stability, significantly high pavement concrete to pour is easy to promote the use of a large area.
Description
Technical field
The utility model belongs to concrete pavement construction equipment technical field, and in particular to a kind of concrete row formula vibrator
Assisting guide frame.
Background technology
Concrete road surface is the rigid pavement for making face layer with cement concrete slab, and construction technology is more mature at present, i.e., logical
It crosses and carries out punching block support in the road surface region that need to be constructed, and pre-buried stretch is set and stitches plate, reinforcing bar and transmission rod, further carry out road surface
The pouring construction of concrete.The construction of concrete road surface be block placement construction, piecemeal position stay set lateral construction joint in case
Later stage road surface pouring and connecting.Most common equipment of vibrating is row's formula vibrator in pouring construction, and row's formula vibrator setting exists
It is longitudinally moved and is vibrated on steel form and along road surface.When row's formula vibrator moves to piecemeal steel form end, vibrator
Institute's casting concrete end is not reached to vibrating for concrete road surface, spacing between the two is up to 1 meter, due to arranging formula at this time also
Vibrator is moved without extra track, is made it that can not continue to complete and is vibrated, cause the quality of vibrating of concrete road surface without
Method is met.
Invention content
It cannot be satisfied using row's formula vibrator when the utility model is in order to solve concrete pavement construction and block placement mixed
The problem of solidifying soil vibrates completely provides a kind of concrete row formula vibrator assisting guide frame.
The utility model is achieved by the following technical solution：A kind of concrete row formula vibrator assisting guide frame, including
The assisting guide frame connected with concrete road surface formwork for placing, assisting guide frame are symmetricly set on concrete road surface formwork for placing
The overhead height of both ends lengthwise position and the two is identical, and assisting guide frame includes saddle track, and saddle track is the slot that Open Side Down
Steel, saddle rail inferior portion spaced set have several supporting legs, and two supporting rods are connected between symmetrically arranged assisting guide frame.
Supporting leg is in Figure of eight structure, and stull is both provided between single supporting leg, is connected in the middle part of the stull of same assisting guide frame vertical
To connecting rod, supporting leg, stull and longitudinal rod are all made of a diameter of 25~32 millimeters of steel bar meter.
Supporting rod includes connector sleeve and two support links being threadedly coupled with connector sleeve, and one end of support link is fixed
There are two round limit steel plate and be set in positioning sleeve, the other end of support link be provided with can coordinate with connector sleeve outside
Screw thread.
Positioning sleeve is hollow cylinder, and positioning sleeve one end is fixed on saddle track side, and the positioning sleeve other end is provided with annular
Baffle, the outer diameter of ring baffle are more than the diameter of positioning sleeve, and the internal diameter of ring baffle is more than 1~1.5 millimeter of support link diameter.
The length of assisting guide frame is 2~4 meters.
The utility model has an advantageous effect in that compared with prior art：
The utility model simple structure and reasonable design, dismantling is flexible, and device is light, and controllability is high, according to what is poured
Concrete road surface steel form it is longitudinally wide, by adjusting supporting rod, make symmetrically arranged saddle interorbital away from can effectively control
In reasonable range, screw thread locking positioning is realized after the completion of supporting rod distance adjustment, can effectively prevent assisting guide frame
Spacing change；The utility model is equivalent to the additional track of row's formula vibrator, has stronger regulating power and from surely
Property.The significantly high pavement concrete of the use of the utility model pour after quality of vibrating, be easy to promote the use of a large area.
Description of the drawings
Fig. 1 is the structural schematic diagram under the utility model use state；
Fig. 2 is the structural schematic diagram of the utility model；
Fig. 3 is the structural schematic diagram of supporting rod in Fig. 1；
Fig. 4 is the structural schematic diagram of support link in Fig. 3.
In figure：1- assisting guide frames, the concrete road surfaces 2- formwork for placing, 3- row's formula vibrators, 4- supporting rods, 5- connector sleeves,
6- saddle tracks, 7- supporting legs, 8- stulls, 9- longitudinal rods, 10- positioning sleeves, 11- circles limit steel plate, 12- ring baffles, 13-
Support link.
Specific implementation mode
The utility model is further elaborated in referring to Fig.1~Fig. 4, a kind of concrete row formula vibrator assisting guide frame,
Include the assisting guide frame 1 connected with concrete road surface formwork for placing 2, assisting guide frame 1 is symmetricly set on concrete road surface and pours
The both ends lengthwise position of the building mould 2 and overhead height of the two is identical, assisting guide frame 1 include saddle track 6, and saddle track 6 is
The channel steel that Open Side Down, 6 lower part spaced set of saddle track have several supporting legs 7, are connected between symmetrically arranged assisting guide frame 1
Two supporting rods 4.
Supporting leg 7 is in Figure of eight structure, and stull 8, the 8 middle part connection of stull of same assisting guide frame 1 are both provided between single supporting leg 7
There are longitudinal rod 9, supporting leg 7, stull 8 and longitudinal rod 9 to be all made of a diameter of 25~32 millimeters of steel bar meter.Wherein, stull 8
Use with longitudinal rod 9 helps to improve the stability of single assisting guide frame 1.
Supporting rod 4 includes connector sleeve 5 and two support links 13 being threadedly coupled with connector sleeve 5, support link 13
One end is fixed there are two round limit steel plate 11 and is set in positioning sleeve 10, and the other end of support link 13 is provided with can be with
The external screw thread that connector sleeve 5 coordinates.Positioning sleeve 10 is hollow cylinder, and 10 one end of positioning sleeve is fixed on 6 side of saddle track, positioning sleeve
10 other ends are provided with ring baffle 12, and the outer diameter of ring baffle 12 is more than the diameter of positioning sleeve 10, the internal diameter of ring baffle 12
More than 1~1.5 millimeter of 13 diameter of support link.
Wherein, one end of support link 13 is respectively fixed with round limit steel plate 11, circle limit 11 clearance fit of steel plate
It is arranged in positioning sleeve 10,10 one end of positioning sleeve is fixed on the side of saddle track 6, and 10 other end of positioning sleeve is fixed with annular gear
Circle limit steel plate 11 can be stuck in positioning sleeve 10 by plate 12, ring baffle 12；When support link 13 between connector sleeve 5 by turning
When moving to adjust extension elongation, support link 13 realizes its rotation relative to positioning sleeve 10 by round limit steel plate 11.
In view of final effect of vibrating, it need to ensure that the vibrator of row's formula vibrator 3 is capable of all areas of oversite concrete
The length processing of assisting guide frame 1 can be 2~4 meters by domain.
When using row's formula vibrator 3 vibrate construction when, row's formula vibrator 3 is arranged in concrete road surface formwork for placing 2
Vertical framework on, and as concreting is constantly moved；When row's formula vibrator 3 is moved to concrete road surface formwork for placing 2
It when tail portion, can continuously move on assisting guide frame 1 so that tail portion young concrete is at vibrating for row's formula vibrator 3
Range；Further, the construction of vibrating of all concrete is completed using row's formula vibrator 3.
Claims (5)
1. a kind of concrete arranges formula vibrator assisting guide frame, including with concrete road surface formwork for placing（2）The auxiliary of contact connectio
Saddle（1）, it is characterised in that：Assisting guide frame（1）It is symmetricly set on concrete road surface formwork for placing（2）Both ends lengthwise position and
The overhead height of the two is identical, assisting guide frame（1）Including saddle track（6）, saddle track（6）For the channel steel that Open Side Down, lead
Mounted track（6）Lower part spaced set has several supporting legs（7）, symmetrically arranged assisting guide frame（1）Between be connected with two supporting rods
（4）.
2. a kind of concrete according to claim 1 arranges formula vibrator assisting guide frame, it is characterised in that：Supporting leg（7）In eight
Word structure, single supporting leg（7）Between be both provided with stull（8）, same assisting guide frame（1）Stull（8）Middle part is connected with longitudinal connect
Bar（9）, supporting leg（7）, stull（8）And longitudinal rod（9）It is all made of a diameter of 25~32 millimeters of steel bar meter.
3. a kind of concrete according to claim 1 arranges formula vibrator assisting guide frame, it is characterised in that：Supporting rod（4）Packet
Include connector sleeve（5）And and connector sleeve（5）Two support links being threadedly coupled（13）, support link（13）One end be fixed with
Two round limit steel plates（11）And it is set to positioning sleeve（10）It is interior, support link（13）The other end be provided with can with connect
Set（5）The external screw thread of cooperation.
4. a kind of concrete according to claim 3 arranges formula vibrator assisting guide frame, it is characterised in that：Positioning sleeve（10）For
Hollow cylinder, positioning sleeve（10）One end is fixed on saddle track（6）Side, positioning sleeve（10）The other end is provided with ring baffle
（12）, ring baffle（12）Outer diameter be more than positioning sleeve（10）Diameter, ring baffle（12）Internal diameter be more than support link
（13）1~1.5 millimeter of diameter.
5. a kind of concrete of any one according to claims 1 to 4 arranges formula vibrator assisting guide frame, it is characterised in that：
Assisting guide frame（1）Length be 2~4 meters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820501602.9U CN208038981U (en) | 2018-04-10 | 2018-04-10 | A kind of concrete row formula vibrator assisting guide frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820501602.9U CN208038981U (en) | 2018-04-10 | 2018-04-10 | A kind of concrete row formula vibrator assisting guide frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208038981U true CN208038981U (en) | 2018-11-02 |
Family
ID=63944307
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820501602.9U Active CN208038981U (en) | 2018-04-10 | 2018-04-10 | A kind of concrete row formula vibrator assisting guide frame |
Country Status (1)
| Country | Link |
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| CN (1) | CN208038981U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113719127A (en) * | 2021-09-08 | 2021-11-30 | 中国建筑土木建设有限公司 | Rail slidable type cast-in-place concrete slab vibrating leveling device and construction method thereof |
-
2018
- 2018-04-10 CN CN201820501602.9U patent/CN208038981U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113719127A (en) * | 2021-09-08 | 2021-11-30 | 中国建筑土木建设有限公司 | Rail slidable type cast-in-place concrete slab vibrating leveling device and construction method thereof |
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