CN205894709U - Floor ground concrete construction vibration device - Google Patents
Floor ground concrete construction vibration device Download PDFInfo
- Publication number
- CN205894709U CN205894709U CN201620762260.7U CN201620762260U CN205894709U CN 205894709 U CN205894709 U CN 205894709U CN 201620762260 U CN201620762260 U CN 201620762260U CN 205894709 U CN205894709 U CN 205894709U
- Authority
- CN
- China
- Prior art keywords
- dolly
- concrete
- vibrating
- wedge shape
- vibrating spear
- 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.)
- Withdrawn - After Issue
Links
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model provides a method of floor ground concrete construction vibration device and vibrating, the device is including the vibrator, the dolly, wedge wheel driving hydraulic buffer stop, the direction steel sheet, the backing plate frame, the last cantilever frame of vibrating rod, cantilever frame under the vibrating rod, the backing plate is put up two rows of parallels and is put on board die block board or topotype, the direction steel sheet is put on the backing plate frame, the dolly is placed on the direction steel sheet, the upper surface at the dolly is fixed to the vibrator, a plurality of vibrating rod goes up cantilever frame and fixes the upper surface at the dolly side by side, the wedge wheel is installed to cantilever frame's tip on vibrating rod, wedge wheel driving hydraulic buffer stop passes through belt gearing wedge wheel and rotates, vibrating rod walks around the wedge and takes turns from childhood the plantago end and hang down and put in the concrete. The utility model discloses a machinery replaces artifically vibrating to the floor concrete, the off normal that can prevent the hogging moment muscle and produce owing to trample, sink and is out of shape, avoid that concrete that lead to shakes less by the inhomogeneous of artifical vibrated concrete or cross the phenomenon of shaking.
Description
Technical field
The utility model is related to reinforced concrete construction field, and more particularly, to a kind of flooring concrete construction is vibrated
Device.
Background technology
At present, the plate face concrete such as floor, ground vibrate all using manually being vibrated, not only efficiency is slow, and right
Flooring negative reinforcement floor negative bending moment rib produces different degrees of trampling and destroying, and makes the position of negative bending moment rib seriously inclined
Position, it sink, and gross distortion, cause and originally play the reinforcing bar that hogging moment acts on and stepped on to floor slab bottoms, do not have due effect,
Sometimes even can produce fatal harm to floor, have a strong impact on its service life.In order to reliably ensure negative reinforcement
Correct position, thus ensureing cover to reinforcement qualification rate it is ensured that engineering construction quality is it is ensured that the security of structure, so, practical
New this flooring concrete construction tamping equipment and vibrating method.
Utility model content
The purpose of this utility model is to provide a kind of flooring concrete construction tamping equipment, and it is manually right to be replaced using machinery
Floor concrete is vibrated, and can prevent off normal that negative bending moment rib produces due to trampling, sink and deform；Avoid by artificial
Vibrated concrete uneven and concrete that lead to shake or cross to shake phenomenon less；Make concrete plate surface smooth it is ensured that construction quality；
Improve efficiency of construction, save construction cost.
For achieving the above object, the utility model employs the following technical solutions realization:
A kind of flooring concrete construction tamping equipment, including vibrator, dolly, wedge shape wheel-drive, guiding steel plate, pad
Suspension scaffold under suspension scaffold on grillage, vibrating spear, vibrating spear, backing-board rack is along concrete square to be poured to becoming two row's laid parallels
On plate bed die plate or topotype, guiding steel plate is placed in two parallel tracks of formation on backing-board rack, and dolly is placed on guiding steel
On plate, vibrator is fixed on the upper surface of dolly, and on several vibrating spears, suspension scaffold is fixed on the upper surface of dolly side by side, is shaking
On tamper, the end of suspension scaffold is provided with wedge shape wheel by bearing, and wedge shape wheel-drive is installed in the same direction with suspension scaffold on vibrating spear,
Wedge shape wheel-drive passes through belt drives wedge shape wheel and rotates, and vibrating spear bypasses wedge shape wheel from the lowering of dolly front end in concrete,
It is fixed with suspension scaffold under several vibrating spears in the lower surface of dolly, the end of suspension scaffold is provided with annulus under vibrating spear, vibrates
Rod is limited in annulus.
Described dolly is to be welded body structure by steel plate, is provided with four wheels in the lower end of dolly, in dolly
Rear side is welded with afterbody pressing plate and is overlapped on concrete surface.
Compared with prior art, the beneficial effects of the utility model are:
1) backing-board rack being adopted and guiding steel plate can be reused, cost-effective；
2) manually floor concrete is vibrated using machinery replacement, can prevent negative bending moment rib from producing due to trampling
Off normal, sink and deform；Avoid by the uneven of artificial vibrated concrete and concrete that lead to shakes or cross to shake phenomenon less；
3) the utility model method is simple to operate, reduces librarian use quantity, improves efficiency of construction, reduce and be constructed into
This；
4) this law people arrange rearmounted afterbody pressing plate it is ensured that surfacing after concrete vibrating, and afterbody pressing plate is to concrete
Smear pressure effect, reduce artificial second plastering, reduce cost of labor；Both ensure that in concrete slab reinforcing bar be not damaged it is ensured that
The protective layer of reinforcing bar, in turn ensure that concrete slab surface evenness, improves concrete surface impression quality.
Brief description
Fig. 1 is a kind of structural representation and the work shape body figure of the utility model flooring concrete construction tamping equipment；
Fig. 2 is a a direction view in Fig. 1；
Fig. 3 is b direction view in Fig. 1；
A kind of top view of Fig. 4 flooring concrete construction tamping equipment；
Fig. 5 is the structural representation of backing-board rack in the utility model.
In figure: suspension scaffold, 4- vibrating spear, 5- guiding under suspension scaffold on 1- wedge shape wheel-drive, 2- vibrating spear, 3- vibrating spear
Steel plate, 6- wheel, 7- facade steel plate, 8- top surface steel plate, 9- afterbody pressing plate, 10- vibrator, 11- backing-board rack, 12- plate bed die plate
Or topotype, 13- concrete, the little tramcar motor of 14-, 15- wedge shape wheel, 16- bottom surface steel plate, 17- belt, 18- vibrator with vibrate
The sebific duct that rod is connected.
Specific embodiment
Below in conjunction with the accompanying drawings embodiment of the present utility model is further illustrated:
As Figure 1-Figure 5, a kind of flooring concrete construction tamping equipment, including vibrator 10, dolly, wedge shape wheel driving
Suspension scaffold 3 under dynamic device 1, guiding steel plate 5, backing-board rack 11, suspension scaffold 2 on vibrating spear, vibrating spear, backing-board rack 11 is along to be poured
To becoming two row's laid parallels on plate bed die plate or topotype 12, guiding steel plate 5 is placed on backing-board rack 11 and forms two concrete square
The parallel track of bar, dolly is placed on guiding steel plate 5, and vibrator 10 is fixed on the upper surface of dolly, on several vibrating spears
Suspension scaffold 2 is fixed on the upper surface of dolly side by side, and on vibrating spear, the end of suspension scaffold 2 is provided with wedge shape wheel 15 by bearing,
Wedge shape wheel-drive 1 is installed in the same direction with suspension scaffold on vibrating spear 2, and wedge shape wheel-drive 1 is rotated by belt drives wedge shape wheel 15,
Vibrating spear 4 bypasses wedge shape wheel 15 from the lowering of dolly front end in concrete 13, is fixed with several in the lower surface of dolly and vibrates
The lower suspension scaffold 3 of rod, as shown in Fig. 2 the end of suspension scaffold 3 is provided with annulus under vibrating spear, vibrating spear 4 is limited in annulus.
Little tramcar motor 14 is also equipped with dolly, for driving car wheel 6 to roll walking.
Described dolly is to be welded body structure by steel plate, is provided with four wheels 6 in the lower end of dolly, in dolly
Rear side is welded with afterbody pressing plate 9 and is overlapped on concrete 13 surface, during dolly is advanced forward, due to the deadweight of device
Effect, afterbody pressing plate 9 can play the effect smearing pressure to concrete surface, it is possible to reduce artificial second plastering, reduces cost of labor.
Dolly is by the body structure of top surface steel plate 8, bottom surface steel plate 16 and the 7 groups of welderings of facade steel plate, little tramcar motor
14 are arranged on box house is connected with dolly rear wheel drive, drives carriage walking.Vibrator 10, wedge shape wheel-drive 1, vibrating spear
Upper suspension scaffold 2 is fixed on the upper end of dolly top surface steel plate 8.Under vibrating spear, suspension scaffold 3 is fixed on bottom surface steel plate 15.One group of wedge shape
Under wheel 15, vibrating spear, suspension scaffold 3 and vibrating spear are in same vertical operation face.
Wedge shape wheel-drive 1 can be motor.
As shown in figure 5, backing-board rack 11 is to be formed by a steel plate and four supporting leg group welderings.Four supporting legs of backing-board rack 11 must
Must be contour, it highly should be greater than slab thickness it is ensured that guiding steel plate 5 is more than the plate face of concrete 13.Guiding steel plate 5 selects
The thick steel plate of 10mm.
The utility model will be installed on one with the unification of suspension scaffold on vibrating spear 2 quantity identical vibrator and vibrate in case,
Device is made to have associative perception, succinctly neatly.
A kind of the method on island of shaking is carried out using flooring concrete construction tamping equipment, concrete grammar is as follows:
1) backing-board rack 11 is lined up two rows along the direction side-by-side parallel of casting concrete 13, it puts width and dolly car
The span of wheel 6 is consistent, then places guiding steel plate 5 respectively on two row's backing-board racks 11, makes guiding steel plate 5 in casting concrete 13
Top formed two parallel walking tracks；
2) dolly is positioned on guiding steel plate 5, the sebific duct 18 that vibrator is connected with vibrating spear bypasses wedge shape wheel 15,
Vibrating spear 4 is made to pass through the annulus lowering of suspension scaffold 3 end under vibrating spear in concrete 13；
3) starting vibrator 10 drives vibrating spear 4 to shake, and starts wedge shape wheel-drive 1 simultaneously and drives wedge shape wheel 15 to rotate,
Drive vibrating spear to hammer into shape about 4 to smash；
4) start little tramcar motor 14 and drive carriage walking, vibrating spear 4 vibrates on front side of dolly and advances forward,
Afterbody pressing plate 9 on rear side of dolly is floating by concrete with the traveling of dolly.
Claims (2)
1. a kind of flooring concrete construction tamping equipment is it is characterised in that including vibrator, dolly, wedge shape wheel-drive, leading
Suspension scaffold, suspension scaffold under vibrating spear on steel plate, backing-board rack, vibrating spear, backing-board rack is along concrete square to be poured to becoming two
On plate bed die plate or topotype, guiding steel plate is placed in two parallel tracks of formation on backing-board rack to row's laid parallel, and dolly is put
Put on guiding steel plate, vibrator is fixed on the upper surface of dolly, and on several vibrating spears, suspension scaffold is fixed on dolly side by side
Upper surface, on vibrating spear, the end of suspension scaffold is provided with wedge shape wheel by bearing, and wedge shape wheel-drive and vibrating spear are encorbelmented
Frame is installed in the same direction, and wedge shape wheel-drive passes through belt drives wedge shape wheel and rotates, and vibrating spear bypasses wedge shape wheel from the lowering of dolly front end
In concrete, it is fixed with suspension scaffold under several vibrating spears in the lower surface of dolly, the end of suspension scaffold sets under vibrating spear
There is annulus, vibrating spear is limited in annulus.
2. a kind of flooring concrete construction tamping equipment according to claim 1 it is characterised in that described dolly be by
Steel plate is welded body structure, is provided with four wheels in the lower end of dolly, is welded with afterbody pressing plate in the rear side of dolly and takes
It is connected on concrete surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620762260.7U CN205894709U (en) | 2016-07-19 | 2016-07-19 | Floor ground concrete construction vibration device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620762260.7U CN205894709U (en) | 2016-07-19 | 2016-07-19 | Floor ground concrete construction vibration device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205894709U true CN205894709U (en) | 2017-01-18 |
Family
ID=57772813
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620762260.7U Withdrawn - After Issue CN205894709U (en) | 2016-07-19 | 2016-07-19 | Floor ground concrete construction vibration device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205894709U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049878A (en) * | 2016-07-19 | 2016-10-26 | 中国三冶集团有限公司 | Tamping device for building ground concrete construction and tamping method |
-
2016
- 2016-07-19 CN CN201620762260.7U patent/CN205894709U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049878A (en) * | 2016-07-19 | 2016-10-26 | 中国三冶集团有限公司 | Tamping device for building ground concrete construction and tamping method |
| CN106049878B (en) * | 2016-07-19 | 2018-01-12 | 中国三冶集团有限公司 | A kind of flooring concrete construction tamping equipment and vibrating method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106049878B (en) | A kind of flooring concrete construction tamping equipment and vibrating method | |
| CN103437291B (en) | Monolithic water tank precompressed construction technology | |
| CN205604088U (en) | But bent cap quick adjustment support | |
| CN106088588B (en) | A kind of cast-in-situ stair closes the construction of formwork erecting structure and its reverse irrigation concrete | |
| CN106012717B (en) | One kind is vibrated apparatus for leveling | |
| CN104911980A (en) | Concrete pavement casting vibration device and construction method thereof | |
| CN201762666U (en) | Bent cap construction support | |
| CN107974944A (en) | A kind of Y types road-cum-rail bridge floorings hanging apparatus and hanging method | |
| CN106040975A (en) | Sand mold 3D printing apparatus without work box | |
| CN102747733B (en) | Pouring machine and pouring method for concrete of road shoulder on high-speed railroad bed section | |
| CN108004929A (en) | A kind of H-type road-cum-rail bridge floorings hanging apparatus and hanging method | |
| CN106702914A (en) | Reinforcing system capable of improving load bearing capacity of concrete structures and construction method of reinforcing system | |
| CN103774561A (en) | Streamline operation construction method of precast small box girders for highway in assembling mode | |
| CN205894709U (en) | Floor ground concrete construction vibration device | |
| CN105544409B (en) | Double guide beam bridge erecting machine sets up combination beam and now spells a section girder steel construction technology | |
| CN204783054U (en) | Tunnel invert concrete lining's sliding template | |
| CN205934727U (en) | High -speed railway bridge floor waterproof layer concrete platform that vibrates | |
| CN103291000B (en) | The construction method of tool type reinforcing bar support and suspension floor negative reinforcement thereof | |
| CN202672156U (en) | High-speed-railway roadbed-section road-shoulder concrete pouring machine | |
| CN206769408U (en) | A kind of novel concrete plane construction vibrator | |
| CN204851281U (en) | Device is confirmed to tunnel construction lining cutting volume | |
| CN204690560U (en) | Tamping equipment is built in rigid pavement | |
| CN107574727A (en) | A kind of easy assembling type shield chassis composite sleeper and its application method | |
| CN105862600B (en) | A kind of multistage bridge placing installation and its construction method | |
| CN205926376U (en) | Novel cleaning device for furniture before water paint construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170118 Effective date of abandoning: 20180112 |