CN213412343U

CN213412343U - Concrete of air entrainment panel all device that shakes

Info

Publication number: CN213412343U
Application number: CN202021536743.8U
Authority: CN
Inventors: 任韶枫; 林茂; 杨九华; 王知鑫
Original assignee: Sichuan Hongliangjizhu Building Materials Co Ltd
Current assignee: Sichuan Hongliangjizhu Building Materials Co Ltd
Priority date: 2020-07-29
Filing date: 2020-07-29
Publication date: 2021-06-11
Anticipated expiration: 2030-07-29

Abstract

The utility model relates to an aerated panel's concrete all device that shakes belongs to concrete production facility field, and it includes the support frame, the support frame includes many crossbeams, many the crossbeam welds formation rectangular frame in proper order, the four corners of rectangular frame top surface all is provided with perpendicular roof beam, rectangular frame's below is provided with the vibration support, install many concrete vibrting spears on the vibration support, be located all be provided with the promotion subassembly on two crossbeams of rectangular frame width direction, it is two sets of promote the promotion portion of subassembly all with vibration support fixed connection. This application has the effect of being convenient for improve work efficiency.

Description

Concrete of air entrainment panel all device that shakes

Technical Field

The application relates to the field of concrete production equipment, in particular to a concrete vibration and equalization device for an aerated plate.

Background

At present, in the process of pouring concrete to form a plate, concrete tamping equipment is required to remove air bubbles in the concrete and tamp the concrete so as to compact and combine the concrete and eliminate the phenomena of honeycomb pitted surface and the like of the concrete, thereby improving the strength of the concrete and ensuring the quality. The concrete tamping apparatus is a vibrating rod, and when the concrete tamping apparatus is operated, an operator needs to hand the vibrating rod in the mixed concrete to tamp the concrete.

With respect to the related art described above, the inventors consider that there is a drawback of low working efficiency.

SUMMERY OF THE UTILITY MODEL

In order to improve work efficiency, this application provides a concrete of air entrainment panel shakes and all installs.

The application provides a concrete of aerated panel all shakes and all installs and adopt following technical scheme:

the utility model provides an aerated panel's concrete all device that shakes, includes the support frame, the support frame includes many crossbeams, many the crossbeam welds in proper order and forms rectangular frame, the four corners of rectangular frame top surface all is provided with erects the roof beam, rectangular frame's below is provided with the vibration support, install many concrete vibrting spears on the vibration support, be located all be provided with the promotion subassembly on two crossbeams of rectangular frame width direction, it is two sets of promote the promotion portion of subassembly all with vibration support fixed connection.

Through adopting above-mentioned technical scheme, through the bottom installation vibration support at the support frame, and at vibration support installation concrete vibrting spear, behind the concrete ejection of compact, the concrete vibrting spear stretches into and shakes in the concrete and all, get rid of the bubble in the concrete, make the concrete more closely knit, the concrete constantly flows into in the mould, the concrete vibrting spear then constantly shakes all to the concrete, after the concrete highly rises in the mould, it rises to drive the vibration support through promoting the subassembly, so that continue to shake all to the concrete material on upper strata, compare in operating personnel hand-held vibrating spear in the concrete that mixes and carry out the concrete tamping, the work efficiency is improved, the manual labor intensity is reduced simultaneously.

Preferably, the lifting assembly comprises a double-shaft motor, two output shafts of the double-shaft motor are fixedly connected with winches, steel wire ropes are wound on the winches, and one ends, far away from the winches, of the steel wire ropes are fixedly connected with the vibration support.

Through adopting above-mentioned technical scheme, after the concrete highly rises in the mould, start the double-shaft motor, two output shafts of double-shaft motor drive the capstan winch and rotate to make wire rope wind upward to the capstan winch and establish, wire rope keeps away from the one end of capstan winch and then drive the vibration support and rise at this process, install the concrete vibrting spear on the vibration support and rise under the drive of vibration support in step, thereby adapt to the altitude variation of concrete in the mould.

Preferably, the vibration support includes two vibration branch, many the concrete vibrting spear all is along the length direction evenly distributed of vibration branch, two be provided with many connecting rods between the vibration branch.

Through adopting above-mentioned technical scheme, through evenly setting up many concrete vibrting spears on vibration branch to vibrate all to a plurality of positions of the concrete in the mould simultaneously, thereby improve and vibrate equal efficiency.

Preferably, the vibration support rod is provided with a connecting seat, the connecting seat is provided with two support pieces, a bearing rod is inserted between the two support pieces, one end, away from the winch, of the steel wire rope is provided with a knot, and the knot is sleeved on the bearing rod.

By adopting the technical scheme, the knot is sleeved on the bearing rod, when the bottom end of the steel wire rope rises, upward acting force is applied to the bearing rod, and when a plurality of steel wire ropes lift a plurality of point positions on the vibration support, the vibration support moves upwards along the vertical direction.

Preferably, a buckle for clamping the knot is arranged on the knot of the steel wire rope.

Through adopting above-mentioned technical scheme, through set up the buckle on wire rope's knot, through the buckle with the knot chucking to improve the fastness of knot.

Preferably, the buckle includes the U-shaped bolt, be provided with the chucking piece on the U-shaped bolt, the grooving has been seted up to one side of chucking piece, the U-shaped bolt is last and be located the chucking piece and keep away from one side of grooving and be provided with and support tight nut, support tight nut and U-shaped bolt screw-thread fit.

Through adopting above-mentioned technical scheme, carry out the fifty percent discount back with wire rope, overlap the U-shaped bolt simultaneously on two tip of wire rope to with chucking piece chucking on wire rope, then will support tight nut and twist to the direction that is close to chucking piece and move to supporting tight chucking piece, thereby realize the straining effect to wire rope, guaranteed wire rope's fastness to a certain extent.

Preferably, a plurality of limiting parts are arranged at the bottom of the rectangular frame, and a plurality of limiting holes for the limiting parts to pass through are formed in the vibration support.

Through adopting above-mentioned technical scheme, set up the locating part through the bottom at rectangular frame to set up spacing hole on the vibration support, play limiting displacement to the vibration support, make the vibration support only can remove along vertical direction at the in-process that is promoted by wire rope, thereby avoided the vibration support to take place the skew and influence the equal effect of shaking to a certain extent.

Preferably, the limiting part comprises a limiting rod, the limiting rod is vertically arranged at the bottom of the rectangular frame, an external thread is formed in one end, far away from the rectangular frame, of the limiting rod, and a limiting nut is connected to the external thread in a threaded mode.

Through adopting above-mentioned technical scheme, set up the external screw thread through the bottom at the gag lever post to set up coupling nut on the external screw thread, play certain spacing effect to the vibration support in vertical direction, thereby avoided the too big and mould that leads to the concrete vibrating spear and be located the below of vibration support stroke to a certain extent to collide.

In summary, the present application includes at least one of the following beneficial technical effects:

1. according to the concrete vibrating device, the vibrating support is arranged at the bottom of the support frame, the concrete vibrating rod is arranged on the vibrating support, after concrete is discharged, the concrete vibrating rod extends into the concrete to vibrate uniformly, air bubbles in the concrete are removed, the concrete is more compact, the concrete continuously flows into a mould, the concrete vibrating rod continuously vibrates uniformly to the concrete, and after the height of the concrete in the mould rises, the vibrating support is driven to rise through the lifting assembly, so that the concrete material on the upper layer is continuously vibrated uniformly;

2. according to the concrete vibrating mould, the plurality of concrete vibrating rods are uniformly arranged on the vibrating support rod, so that the vibration is performed on a plurality of positions of concrete in the mould at the same time, and the vibration equalizing efficiency is improved;

3. this application sets up the locating part through the bottom at rectangular frame to set up spacing hole on the vibration support, play limiting displacement to the vibration support, make the vibration support only can follow vertical direction and remove at the in-process that is promoted by wire rope, thereby avoided the vibration support to take place the skew and influence the equal effect of shaking to a certain extent.

Drawings

Fig. 1 is a schematic view of the overall structure of the present application.

Fig. 2 is a schematic structural view of the lifting assembly of the present application.

Figure 3 is a schematic view of the knot of the present application.

Description of reference numerals: 1. a support frame; 11. a rectangular frame; 111. a cross beam; 112. a limiting member; 1121. a limiting rod; 1122. a limit nut; 12. erecting a beam; 2. a vibration bracket; 21. vibrating the strut; 22. a connecting rod; 23. a connecting seat; 231. a support sheet; 232. a carrier bar; 3. a concrete vibrating rod; 4. a lifting assembly; 41. a double-shaft motor; 42. a winch; 43. a wire rope; 431. knotting; 432. buckling; 4321. a U-shaped bolt; 4322. a clamping block; 4323. the nut is tightly propped.

Detailed Description

The present application is described in further detail below with reference to the attached drawings.

The embodiment of the application discloses aerated panel's concrete shakes and all installs. Referring to fig. 1, the support frame 1 comprises a rectangular frame 11 formed by welding a plurality of cross beams 111, vertical beams 12 are welded at four corners of the top surface of the rectangular frame 11, the top ends of the vertical beams 12 are welded on a supporting beam at the top of a factory building, lifting assemblies 4 are mounted on the two cross beams 111 in the width direction of the rectangular frame 11, a vibration support 2 is fixedly connected to a lifting portion of each lifting assembly 4, the vibration support 2 is positioned under the rectangular frame 11, a plurality of concrete vibrating rods 3 are mounted on the vibration support 2, in the process that concrete flows into a mold, the concrete vibrating rods 3 extend into the concrete to vibrate uniformly, air bubbles in the concrete are removed, the concrete is more compact, the concrete continuously flows into the mold, the concrete vibrating rods 3 vibrate uniformly the concrete, after the height of the concrete in the mold rises, the vibration support 2 is driven by the lifting assemblies 4 to rise, so as to continuously vibrate the concrete material on the upper layer.

Referring to fig. 2, the lifting assembly 4 includes a double-shaft motor 41, the double-shaft motor 41 is fixedly installed in the middle of the cross beam 111, two output shafts of the double-shaft motor 41 are both provided with a winch 42, and the winch 42 is connected with the output shaft of the double-shaft motor 41 through a spline; the lifting part of the lifting assembly 4 comprises a steel wire rope 43 wound on a winch 42, and one end of the steel wire rope 43 far away from the winch 42 is fixedly connected with the vibration bracket 2 through a knot 431; the double-shaft motor 41 is started, two output shafts of the double-shaft motor 41 respectively drive the winches 42 on the two sides to rotate, so that the steel wire rope 43 is wound on the winches 42, one end, away from the winches 42, of the steel wire rope 43 drives the vibration support 2 to ascend in the process, the concrete vibrating rod 3 installed on the vibration support 2 synchronously ascends under the driving of the vibration support 2, and accordingly the height change of concrete in a mold is adapted.

Referring to fig. 1, the vibration support 2 is welded by two vibration supporting rods 21 and a plurality of connecting rods 22 to form a whole frame, concrete vibrating rods 3 are distributed on the two vibration supporting rods 21 along the length direction of the vibration support, the worker adjusts the height of the vibration support 2 through the lifting assembly 4 to enable the concrete vibrating rods 3 to be inserted into the concrete in the mold, and the plurality of concrete vibrating rods 3 vibrate a plurality of positions of the concrete in the mold simultaneously to improve the vibration efficiency.

Referring to fig. 1 and 2, the connecting seat 23 is arranged on the vibration support rod 21, the two support pieces 231 are welded on the connecting seat 23, the bearing rod 232 is inserted between the two support pieces 231, the knot 431 at the bottom of the steel wire rope 43 is sleeved on the bearing rod 232, when the bottom end of the steel wire rope 43 is driven by the lifting assembly 4 to ascend, an upward acting force is applied to the bearing rod 232, and when the plurality of steel wire ropes 43 lift a plurality of point positions on the vibration support 2, the vibration support 2 moves upward along the vertical direction.

Referring to fig. 2 and 3, a buckle 432 for clamping the knot 431 is arranged on the knot 431 to improve the firmness of the knot 431, the buckle 432 includes a U-shaped bolt 4321, a clamping block 4322 is arranged on the U-shaped bolt 4321, a rope groove is formed in one side of the clamping block 4322, a resisting nut 4323 is arranged on the U-shaped bolt 4321 and on one side of the clamping block 4322 away from the rope groove, the resisting nut 4323 is in threaded fit with the U-shaped bolt 4321, after the steel wire rope 43 is folded, the U-shaped bolt 4321 is sleeved on two ends of the steel wire rope 43 at the same time, the clamping block 4322 is clamped on the steel wire rope 43, and then the resisting nut 4323 is screwed to the resisting clamping block 4322 in the direction close to the clamping block 4322, so that the effect on the steel wire rope 43 is realized, and the firmness of the steel wire rope 43 is ensured to a certain extent.

Referring to fig. 1, the bottom parts of two beams 111 in the length direction of the rectangular frame 11 are both provided with a limiting member 112, which has a limiting effect on the vibration support 2, so that the vibration support 2 can only move in the vertical direction in the process of being lifted by the steel wire rope 43, and the vibration effect is prevented from being influenced by the deviation of the vibration support 2 to a certain extent; the limiting member 112 includes two limiting rods 1121, the limiting rods 1121 are vertically welded at two ends of the cross beam 111, an external thread is provided at one end of the limiting rod 1121, which is away from the cross beam 111, and a limiting nut 1122 is screwed on the external thread, so that the situation that the concrete vibrating rod 3 collides with a mold located below due to the fact that the stroke of the vibrating support 2 is too large is avoided to a certain extent.

The implementation principle of the concrete vibration equalizing device of the aerated plate in the embodiment of the application is as follows: through bottom installation vibration support 2 at support frame 1, and install concrete vibrating spear 3 on vibration support 2, behind the concrete ejection of compact, concrete vibrating spear 3 stretches into and shakes in the concrete equally, get rid of the bubble in the concrete, make the concrete more closely knit, the concrete constantly flows into in the mould, concrete vibrating spear 3 then constantly shakes equally to the concrete, after the concrete highly rises in the mould, drive vibration support 2 through promotion subassembly 4 and rise, so that continue to shake equally to the concrete material on upper strata, compare in the operating personnel hand-held vibrating spear in the concrete that mixes and carry out the concrete tamping, and the work efficiency is improved, and the manual labor intensity is reduced simultaneously.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. The utility model provides an aerated panel's concrete all device that shakes which characterized in that: including support frame (1), support frame (1) includes many crossbeams (111), many crossbeam (111) welds in proper order and forms rectangular frame (11), the four corners of rectangular frame (11) top surface all is provided with erects roof beam (12), the below of rectangular frame (11) is provided with vibration support (2), install many concrete vibrting spear (3) on vibration support (2), be located all be provided with on two crossbeams (111) of rectangular frame (11) width direction and promote subassembly (4), two sets of promote the promotion portion of subassembly (4) all with vibration support (2) fixed connection.

2. The concrete vibration and uniformity device for the aerated sheet material as claimed in claim 1, wherein: the lifting assembly (4) comprises a double-shaft motor (41), two output shafts of the double-shaft motor (41) are fixedly connected with winches (42), steel wire ropes (43) are wound on the winches (42), and one ends, far away from the winches (42), of the steel wire ropes (43) are fixedly connected with the vibration support (2).

3. The concrete vibration and uniformity device for the aerated sheet material as claimed in claim 2, wherein: vibration support (2) include two vibration branch (21), many concrete vibrating spear (3) all along the length direction evenly distributed of vibration branch (21), two be provided with many connecting rods (22) between vibration branch (21).

4. The concrete vibration and uniformity device for the aerated sheet material as claimed in claim 3, wherein: the vibration support rod (21) is provided with a connecting seat (23), the connecting seat (23) is provided with two supporting pieces (231), a bearing rod (232) is inserted between the two supporting pieces (231), one end, away from the winch (42), of the steel wire rope (43) is provided with a knot (431), and the knot (431) is sleeved on the bearing rod (232).

5. The concrete vibration and uniformity device for the aerated sheet material as claimed in claim 4, wherein: a buckle (432) for clamping the knot (431) is arranged on the knot (431) of the steel wire rope (43).

6. The concrete vibration and uniformity device for the aerated sheet material as claimed in claim 5, wherein: the buckle (432) comprises a U-shaped bolt (4321), a clamping block (4322) is arranged on the U-shaped bolt (4321), a rope groove is formed in one side of the clamping block (4322), a clamping nut (4323) is arranged on the U-shaped bolt (4321) and on one side, away from the rope groove, of the clamping block (4322), and the clamping nut (4323) is in threaded fit with the U-shaped bolt (4321).

7. The concrete vibration and uniformity device for the aerated sheet material as claimed in claim 1, wherein: the bottom of the rectangular frame (11) is provided with a plurality of limiting parts (112), and a plurality of limiting holes for the limiting parts (112) to pass through are formed in the vibration support (2).

8. The concrete vibration and uniformity device for the aerated sheet material as claimed in claim 7, wherein: the limiting piece (112) comprises a limiting rod (1121), the limiting rod (1121) is vertically arranged at the bottom of the rectangular frame (11), an external thread is formed in one end, away from the rectangular frame (11), of the limiting rod (1121), and a limiting nut (1122) is connected to the external thread in a threaded mode.