CN203795868U - Vibration screeding device for building concrete - Google Patents
Vibration screeding device for building concrete Download PDFInfo
- Publication number
- CN203795868U CN203795868U CN201420133932.9U CN201420133932U CN203795868U CN 203795868 U CN203795868 U CN 203795868U CN 201420133932 U CN201420133932 U CN 201420133932U CN 203795868 U CN203795868 U CN 203795868U
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- beam slab
- floating
- concrete
- screeding
- adjusting screw
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Abstract
The utility model discloses a vibration screeding device for building concrete. The vibration screeding device comprises a vibration frame, traveling devices and a concrete vibrator, the vibration frame comprises a screeding beam slab, a herringbone truss and a plurality of adjusting screw rods, two ends of the herringbone truss are connected with two ends of the screeding beam slab respectively, the adjusting screw rods are positioned between the herringbone truss and the screeding beam slab, two ends of each adjusting screw rod are connected with the herringbone truss and the screeding beam slab respectively, and the adjusting screw rods are uniformly distributed on the screeding beam slab; the traveling devices are disposed at two bottom ends of the herringbone truss; the concrete vibrator is arranged on the upper portion of the screeding beam slab. The vibration screeding device for building concrete overcomes defects that an existing device for vibrating and screeding operations of plate type concrete in constructional engineering is troublesome in operation during pavement engineering and beam slabs fail to arch during housing construction so as to result in low strength of beam slab concrete, weak structural bearing capacity of slabs and poor durability, and the vibration screeding device for building concrete is simple in operation, high in beam slab concrete strength, high in structural bearing capacity of the slabs and good in durability, and one-time arched construction can be realized.
Description
Technical field
The utility model belongs to building decoration engineering and uses utensil field, is specifically related to a kind of floating device that vibrates for building concrete.
Background technology
In construction work, need to vibrate conventionally with floating in the surface of board-like concrete structure, and existing surface is floating and the operation of vibrating now more takes manual work, manually uses plank or spatula floating, and vibration board vibrates.Concrete surface at pavement engineerings such as roads is the herringbone gradient conventionally, and common vibrating beam vibrates when floating and cannot form the chevron shaped gradient, therefore can only take framing construction, stays and establish constuction joint between width, and full-surfaced width cannot complete by Integratively, troublesome poeration.The floating operation of vibrating of Fang Jian building flooring structure concrete surface, because of Jian Ge house, room standard width of a room in an old-style house size inconsistent, existing sizing vibrator is because volume is larger, cannot meet construction requirement, can only take the artificial floating operation of vibrating, when Beam-Slab Construction is built in room, beam slab bottom needs arch camber more, but cannot reach same camber when casting beams plated construction concrete surface is floating, due to beam slab bottom arch camber, concrete upper surface cannot play same camber, cause concrete in uneven thickness, therefore cause the concrete intensity of beam slab lower, floor slab structure carrying and endurance quality have been weakened, at present, engineering circles is processed as common quality defect, also have and do not cause enough attention.
Utility model content
The technical problems to be solved in the utility model is for board-like concrete the vibrating and floating operation troublesome poeration in pavement engineering of construction work for existing, in room, building in beam slab operation cannot arch camber, cause that the concrete intensity of beam slab is low, floor slab structure bearing capacity is weak and the defect of poor durability, provide a kind of simple to operate, can once be arch construction, beam slab concrete strength is high, floor slab structure bearing capacity strong and the floating device that vibrates for building concrete of good endurance.
In order to solve the problems of the technologies described above, the utility model provides following technical scheme: for the floating device that vibrates of building concrete, comprise the frame that vibrates, running gear and vibrator, the frame that vibrates comprises floating beam slab, herringbone roof beam structure and one group of adjusting screw(rod), the two ends of herringbone roof beam structure are connected with the two ends of floating beam slab respectively, adjusting screw(rod) between herringbone roof beam structure and floating beam slab and two ends be connected with floating beam slab with herringbone roof beam structure respectively, one group of adjusting screw(rod) is uniformly distributed on floating beam slab; Running gear is located at floating beam slab both sides; Vibrator is located on floating beam slab.
Adopt the floating device that vibrates for building concrete of technical solutions of the utility model, comprise the frame that vibrates, running gear and vibrator, the frame that vibrates comprises that the two ends of floating beam slab, herringbone roof beam structure and one group of adjusting screw(rod) herringbone roof beam structure are connected with the two ends of floating beam slab respectively, adjusting screw(rod) between herringbone roof beam structure and floating beam slab and two ends be connected with floating beam slab with herringbone roof beam structure respectively, one group of adjusting screw(rod) is uniformly distributed on floating beam slab; The floating beam slab of frame of vibrating is floating for concrete plane, and herringbone roof beam structure plays a supportive role, and adjusting screw(rod) is for regulating its length and then regulating the camber of floating beam slab.Running gear is located at floating beam slab both sides; Running gear is used for driving floating beam slab to advance.Vibrator is located on floating beam slab; Vibrator vibrates when being used for the floating concrete surface of floating beam slab, thereby not only reaches the effect of vibrating but also reach floating effect.According to the casting beams plate arch degree of building, regulate the length of adjusting screw(rod), make the camber of floating beam slab consistent with the camber of building beam slab, running gear is walked in concrete both sides, driving floating beam slab to move forward vibrator floating time vibrates, simple to operate, arch width that can an oversite concrete, the whole camber of concrete of building is consistent with the beam slab camber of building, thereby guarantee concrete consistency of thickness, with the concrete of the artificial floating uneven thickness vibrating, beam slab concrete strength is high, floor slab structure bearing capacity strong and good endurance.
Further, described running gear comprises fixed cross beam, connecting rod, roller, track and bracing frame, and connecting rod is positioned at fixed cross beam both sides, and roller is located at the bottom of connecting rod and is positioned on track, and bracing frame is connected with track bottom.Bracing frame is used for setting up track, is positioned over respectively concrete both sides, and fixed cross beam and connecting rod, for support roller, walk roller in orbit, easy to operate.
Further, the both sides of described fixed cross beam are provided with vertical adjustment hole, and vertical adjustment is provided with gag lever post in hole, and gag lever post is connected with connecting rod.Gag lever post can slide in vertical adjustment hole, thereby regulates the height of connecting rod, and then regulates the height of roller, makes the bottom surface height of floating beam slab consistent with the height at the roller wheel end, can be used for vibrating with floating of various concrete thickness, and applicability is strong.
Further again, described bracing frame comprises set of adjusting bars, and set of adjusting bars is triangular pyramidal.The height of adjusting rod adjustable support frame, thereby adjustable track height, travel roller in orbit, and make the bottom surface height of floating beam slab consistent with the height at the roller wheel end, can be used for vibrating with floating of various concrete thickness, and applicability is strong.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, technical solutions of the utility model are further illustrated:
Fig. 1 is that the utility model is for the schematic diagram of the floating device embodiment that vibrates of building concrete;
Fig. 2 is the lateral view of Fig. 1.
The specific embodiment
As shown in Figure 1 and Figure 2, the utility model is for the floating device that vibrates of building concrete, comprise the frame that vibrates, running gear and vibrator 1, the frame that vibrates comprises floating beam slab 2, herringbone roof beam structure 3 and one group of adjusting screw(rod) 4, the two ends of herringbone roof beam structure 3 are connected with the two ends of floating beam slab 2 respectively, adjusting screw(rod) 4 between herringbone roof beam structure 3 and floating beam slab 2 and two ends be connected with floating beam slab 3 with herringbone roof beam structure 3 respectively, one group of adjusting screw(rod) 4 is uniformly distributed on floating beam slab 2; Running gear is located at floating beam slab 2 both sides; Vibrator 1 is located on floating beam slab 2; Described running gear comprises fixed cross beam 5, connecting rod 6, roller 7, track 8 and bracing frame 9, and connecting rod 6 is positioned at fixed cross beam 5 both sides, and roller 7 is located at the bottom of connecting rod 6 and is positioned on track 8, and bracing frame 9 is connected with track 8 bottoms; The both sides of described fixed cross beam 5 are provided with vertical adjustment hole 10, are provided with gag lever post 11 in vertical adjustment hole 10, and gag lever post 11 is connected with connecting rod 6; Described bracing frame 9 comprises set of adjusting bars, and set of adjusting bars is triangular pyramidal.
In specific implementation process, vibrator 1 is provided with two, be individually fixed on floating beam slab 2, fixed cross beam 5 is connected with herringbone roof beam structure 3, and roller 7 adopts steel wheel, adjusting screw(rod) 4 removably connects with floating beam slab 2 and herringbone roof beam structure 3, the section of track 8 is U-shaped, and roller 7 is positioned in the U-shaped of track 8, and floating beam slab 2 is bolted with herringbone roof beam structure 3, floating beam slab 2 adopts one group of connecting rod to connect to form, and can need to regulate the length of floating beam slab 2 according to concrete width.During use, select connection the connection of suitable floating beam slab 2 according to concrete width, floating beam slab 2 is connected with herringbone roof beam structure 3 use bolts, is then connected with running gear, the adjusting rod of adjusting support frame 9, regulate the gag lever post 11 in vertical adjustment hole 10 simultaneously and fix, thereby regulate connecting rod 6, and then the height of adjusting roller 7, fixed cross beam 5 plays a supportive role, the soffit that makes to be positioned over the roller 7 on track 8 is consistent with concrete apparent height, bracing frame 9 is positioned over to concrete both sides, and by 8, track on bracing frame 9, the roller of running gear 7 is positioned on track 8, regulate the length of adjusting screw(rod) 4, the camber that makes floating beam slab 2 is consistent with the camber that building is built beam slab 2, then promote running gear, simultaneously, start vibrator 1, at the uniform velocity walking, with floating beam slab 2, concrete surface is floating when vibrating, from a side, run to opposite side, complete and vibrate with floating.
For a person skilled in the art; do not departing under the prerequisite of the utility model structure; can also make some distortion and improvement, these also should be considered as protection domain of the present utility model, and these can not affect effect and practical applicability that the utility model is implemented.
Claims (4)
1. for the floating device that vibrates of building concrete, it is characterized in that: comprise the frame that vibrates, running gear and vibrator, the frame that vibrates comprises floating beam slab, herringbone roof beam structure and one group of adjusting screw(rod), the two ends of herringbone roof beam structure are connected with the two ends of floating beam slab respectively, adjusting screw(rod) between herringbone roof beam structure and floating beam slab and two ends be connected with floating beam slab with herringbone roof beam structure respectively, one group of adjusting screw(rod) is uniformly distributed on floating beam slab; Running gear is located at floating beam slab both sides; Vibrator is located on floating beam slab.
2. as claimed in claim 1 for the floating device that vibrates of building concrete, it is characterized in that: described running gear comprises fixed cross beam, connecting rod, roller, track and bracing frame, connecting rod is positioned at fixed cross beam both sides, roller is located at the bottom of connecting rod and is positioned on track, and bracing frame is connected with track bottom.
3. as claimed in claim 2 for the floating device that vibrates of building concrete, it is characterized in that: the both sides of described fixed cross beam are provided with vertical adjustment hole, vertical adjustment is provided with gag lever post in hole, and gag lever post is connected with connecting rod.
4. as claimed in claim 2 for the floating device that vibrates of building concrete, it is characterized in that: described bracing frame comprises set of adjusting bars, and set of adjusting bars is triangular pyramidal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420133932.9U CN203795868U (en) | 2014-03-24 | 2014-03-24 | Vibration screeding device for building concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420133932.9U CN203795868U (en) | 2014-03-24 | 2014-03-24 | Vibration screeding device for building concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203795868U true CN203795868U (en) | 2014-08-27 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420133932.9U Expired - Fee Related CN203795868U (en) | 2014-03-24 | 2014-03-24 | Vibration screeding device for building concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203795868U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107420116A (en) * | 2017-09-13 | 2017-12-01 | 中交公局桥隧工程有限公司 | A kind of inverted arch fills the improved equipment for leveling of vibrating |
| CN107476203A (en) * | 2017-10-09 | 2017-12-15 | 中国十七冶集团有限公司 | A kind of arch bridge concrete roof floating device and preparation method thereof and application |
| CN108818899A (en) * | 2018-05-31 | 2018-11-16 | 宁波联城住工科技有限公司 | A kind of concrete surface processing equipment and its process of surface treatment |
| CN111335644A (en) * | 2020-03-17 | 2020-06-26 | 中国十七冶集团有限公司 | Efficient large-volume concrete vibrating equipment |
| CN112031295A (en) * | 2020-09-10 | 2020-12-04 | 中建三局集团有限公司 | Flat plate vibrator device for inclined roof concrete construction and construction method |
| 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 |
-
2014
- 2014-03-24 CN CN201420133932.9U patent/CN203795868U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107420116A (en) * | 2017-09-13 | 2017-12-01 | 中交公局桥隧工程有限公司 | A kind of inverted arch fills the improved equipment for leveling of vibrating |
| CN107476203A (en) * | 2017-10-09 | 2017-12-15 | 中国十七冶集团有限公司 | A kind of arch bridge concrete roof floating device and preparation method thereof and application |
| CN108818899A (en) * | 2018-05-31 | 2018-11-16 | 宁波联城住工科技有限公司 | A kind of concrete surface processing equipment and its process of surface treatment |
| CN111335644A (en) * | 2020-03-17 | 2020-06-26 | 中国十七冶集团有限公司 | Efficient large-volume concrete vibrating equipment |
| CN112031295A (en) * | 2020-09-10 | 2020-12-04 | 中建三局集团有限公司 | Flat plate vibrator device for inclined roof concrete construction and construction method |
| 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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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140827 Termination date: 20170324 |