CN202298388U - Self-leveling concrete mortar filling machine - Google Patents
Self-leveling concrete mortar filling machine Download PDFInfo
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- CN202298388U CN202298388U CN2011204481036U CN201120448103U CN202298388U CN 202298388 U CN202298388 U CN 202298388U CN 2011204481036 U CN2011204481036 U CN 2011204481036U CN 201120448103 U CN201120448103 U CN 201120448103U CN 202298388 U CN202298388 U CN 202298388U
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- leveling concrete
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Abstract
The utility model discloses a self-leveling concrete mortar filling machine, which comprises a pot body, at least one group of stirring mechanism and a defoaming paddle, wherein the top of the pot body is provided with a feeding hole, and the lateral surface of the pot body close to the bottom is provided with a discharge hole; each group of stirring mechanism comprises a driving motor, a stirring shaft vertically arranged in the pot body, and a first group of blades for upwards supporting mortar and a second group of blades for downwards pressing the mortar between an upper support and a lower support of the stirring shaft; and the defoaming paddle is positioned above the upper support and comprises at least one cantilever extended in the radial direction along the stirring shaft and a plurality of defoaming toothed bars arranged on the cantilever in the radial direction. The filling machine is equipment special for exhaust and segregation prevention before self-leveling concrete mortar is filled, and can ensure segregation prevention in the flowing process of the self-leveling concrete and effectively control the gas content of the concrete to be within a specified range.
Description
Technical field
The utility model relates to a kind of self-leveling concrete mortar injection machine, can reduce the air content and the segregation that prevents self-leveling concrete of self-leveling concrete, goes for high ferro CRTSIII track slab construction.
Background technology
High ferro CRTSIII track plate is the replacement scheme of the board-like no slag track of CRTSI and CRTSII.The bed course that adopts has made self-leveling concrete mortar (also claiming self-compacting concrete) into by cement asphalt mortar, and its construction cost lowers greatly.
The primary structure form that the board-like no slag track of CRTSI and CRTSII is present high-speed railway; When construction; Fill one deck cement asphalt mortar bed course between track plate and the roadbed; Play filling, levelling, load and suitable pooling feature, guarantee the comfortableness of high-speed train enforcement and the durability and the maintainability of safety and the use of track plate.But the construction technology of this cement asphalt mortar bed course is complicated, cost is high.
At present; The self-leveling concrete mortar is to stir through double-horizontal axle concrete-mixer to form; Its air content is higher, and middle process stirs the transhipment tank car and transports, and behind site, directly carries out the perfusion of track plate; As shown in Figure 1, there is the higher phenomenon of emanating with appearance of air content in the self-leveling concrete mortar of this mode.
CRTSIII type track plate requires self-leveling concrete mortar air content very low, and has prevented segregation phenomenon, otherwise can cause CRTSIII type track plate phenomenon off quality.Still there is not at present relevant coordinative composition of equipments to solve these technical problems.
The utility model content
The purpose of the utility model is to provide a kind of self-leveling concrete mortar injection machine, can reduce the air content and the segregation that prevents self-leveling concrete of self-leveling concrete, goes for high ferro CRTSIII track slab construction.
For this reason, the utility model provides a kind of self-leveling concrete mortar injection machine, comprising: the pot body, and its top is equipped with charging aperture, near the bottom discharging opening is installed; At least one rabbling mechanism, comprise drive motors, vertically be arranged on the shaft in pot body and between upper bracket that is installed on shaft and undersetting, install to first group of blade of pop-up mortar with to the second group of blade that presses down mortar; And the froth breaking oar, be installed on the shaft, be positioned at the top of upper bracket, comprise at least one cantilever that radially extends along shaft and radially be arranged in the some froth breaking ratch on the cantilever.
Further, each blade in above-mentioned first group of blade and the second group of blade is propeller blade and rotation direction is opposite, and wherein, the radius of spin of first group of blade is greater than the radius of spin of second group of blade.
Further, above-mentioned shaft is supported in a pot body top.
Further, the bottom of above-mentioned shaft be equipped with the pot body the suitable scraper plate blade of diapire.
Further, above-mentioned rabbling mechanism also comprises the support bar that is installed on the said shaft and supports the middle part of first group of blade and second group of blade.
Further; Above-mentioned at least one rabbling mechanism comprises first rabbling mechanism and second rabbling mechanism of arrangement arranged side by side; Wherein, The position of the pairing pot of second rabbling mechanism body bottom wall portion is lower than the position of the pairing pot of first rabbling mechanism body bottom wall portion, and charging aperture is arranged on the side near first rabbling mechanism, and discharging opening is arranged on the side near second rabbling mechanism.
Further, above-mentioned self-leveling concrete mortar injection machine also comprises the travelling car that supports the pot body.
Further, above-mentioned charging aperture is provided with vibrating motor.
Further, the height and position of the above-mentioned froth breaking oar that is positioned at upper bracket top is adjustable.
Further, above-mentioned each ratch is the U type, and each the ratch undulate on the same cantilever is one-body molded.
Further, above-mentioned each ratch is the U type, and be distributed in through in cantilever and the perpendicular vertical with horizontal plane or with the angled clinoplain of horizontal plane in.
Further, lean forward towards the direction of rotation of shaft in the top of above-mentioned clinoplain, to reduce splashing and further grouting material down of slurry.
Further; Above-mentioned upper bracket and undersetting comprise separately along first first bar that radially extend with along opposite second second bar that radially extend; First group of blade has two outer lodicules; The upper end of two outer lodicules is connected to the outer end of second bar of outer end and upper bracket of first bar of upper bracket; The lower end of two outer lodicules is connected to the outer end of second bar of outer end and undersetting of first bar of undersetting; Second group of blade has two interior lodicules, and the upper end of two outer lodicules is connected to the middle part of second bar of middle part and upper bracket of first bar of upper bracket, and the lower end of two outer lodicules is connected to the middle part of second bar of middle part and undersetting of first bar of undersetting.
Further, first bar of above-mentioned upper bracket is parallel with second bar with first bar of undersetting respectively with second bar and arrange accordingly up and down.
The self-leveling concrete mortar injection machine of the utility model is the special equipment that carries out exhaust, anti-segregation before the self-leveling concrete mortar injection; It can guarantee preventing outside the segregation in the self-leveling concrete flow process; Can effectively be controlled at the air content of inside concrete in the scope of regulation; It is simple in structure, dependable performance.
Except top described purpose, characteristic and advantage, other purpose, characteristic and the advantage that the utlity model has are with combining accompanying drawing to do further detailed explanation.
Description of drawings
Constitute the preferred embodiment that the part of this manual, the accompanying drawing that is used for further understanding the utility model show the utility model, and be used for explaining the principle of the utility model with manual.Among the figure:
Fig. 1 shows the flow chart of the self-leveling concrete mortar construction that is used for high ferro CRTSIII track slab construction of prior art;
Fig. 2 shows the flow chart according to the self-leveling concrete mortar construction that is used for high ferro CRTSIII track slab construction of the utility model;
Fig. 3 is the structural representation according to the self-leveling concrete mortar injection machine that is used for high ferro CRTSIII track slab construction of the utility model;
Fig. 4 is the floor map of self-leveling concrete mortar injection machine shown in Figure 3 when removing the top cover plate;
Fig. 5 is the enlarged diagram of the local I of self-leveling concrete mortar injection machine shown in Figure 3; And
Fig. 6 is the perspective view of the rabbling mechanism of self-leveling concrete mortar injection machine shown in Figure 3.
Description of reference numerals
1 motor reducer, 2 charging apertures
4 pots of bodies of 3 cover plates
5 shafts, 6 froth breaking oars
7 first groups of propeller blade 8 support bars
9 second groups of propeller blade 10 scraper plate blades
11 underframe, 12 Hand-operated butterfly valves
13 discharging openings, 14 bearings
15 bearing supports, 16 bearing glands
17 upper brackets, 18 undersettings
19 cantilevers, 20 froth breaking ratch
21 installation sheets, 22 bearings
23 axle bumper spares.
The specific embodiment
Embodiment to the utility model is elaborated below in conjunction with accompanying drawing, but the multitude of different ways that the utility model can be defined by the claims and cover is implemented.
The utility model has designed a kind of novel bottler placer (self-leveling concrete mortar injection machine); It is between double-horizontal axle concrete-mixer and self-leveling concrete screed; As shown in Figure 2, it can prevent the segregation of self-leveling concrete flow process, guarantees concrete homogeneity; Key is the reduction that external concrete mortar air content is stable to get off, and makes CRTSIII type track plate reach quality requirement.
Fig. 3 to Fig. 6 shows the self-leveling concrete mortar injection machine that is used for high ferro CRTSIII track slab construction according to the utility model.In conjunction with reference to Fig. 3 to Fig. 6, this bottler placer comprises: pot body 4, and its top is equipped with charging aperture 2, near the side of bottom discharging opening 13 is installed; At least one rabbling mechanism comprises motor reducer 1, first group of propeller blade 7 and second group of propeller blade 9 of being arranged on the shaft 5 in pot body and between the upper bracket 17 of shaft and undersetting 18, installing vertically; And froth breaking oar 6, be positioned at the top of upper bracket, at least one cantilever 19 that radially extends along shaft and radially be arranged in the some froth breaking ratch 20 on the cantilever 19.
Wherein, the rotation direction of the rotation direction of first group of propeller blade 7 and second group of propeller blade 9 is opposite, and the radius of spin of first group of propeller blade 7 is greater than the radius of spin of second group of propeller blade 9.When the rotary work state, first group of propeller blade 7 plays the effect to the pop-up mortar, and second group of propeller blade 9 plays to the effect that presses down mortar.
Preferably, each group blade is made up of two blades, and the starting point of each blade and the helical angle between the terminal point are 180 °.As shown in Figure 6, upper bracket 17 includes the pedestal that is fixed on the shaft and two poles that are fixed on the pedestal with undersetting 18 and constitutes.Be welded with a plurality of installation sheets 21 on each pole, the end of blade is fixed through bolt and installation sheet, realizes the fixed connection of each blade, it is pointed out that the installation sheet 21 shown in Fig. 6 leaves unused, and plays interconnect function by other installation sheet.
Particularly; Upper bracket 17 and undersetting 18 comprise separately along first first bar that radially extend with along opposite second second bar that radially extend; First group of propeller blade 7 has two outer lodicules; The upper end of two outer lodicules is connected to the outer end of second bar of outer end and upper bracket of first bar of upper bracket; The lower end of two outer lodicules is connected to the outer end of second bar of outer end and undersetting of first bar of undersetting; Second group of propeller blade 9 has two interior lodicules, and the upper end of two outer lodicules is connected to the middle part of second bar of middle part and upper bracket of first bar of upper bracket, and the lower end of two outer lodicules is connected to the middle part of second bar of middle part and undersetting of first bar of undersetting.
Certainly, above-mentioned first group of propeller blade 7 can be replaced by the blade to the pop-up mortar when rabbling mechanism rotates, and correspondingly, second group of propeller blade 9 can be by when rabbling mechanism rotates, replacing to the blade that presses down mortar.Through to the pop-up mortar with to the alr mode that presses down mortar, in whipping process, can effectively prevent the material segregation.
Preferably, two groups of rabbling mechanisms are installed side by side in the pot body 4 of bottler placer, and the truck-transit mixer that charging aperture 2 and standard are installed on the pot body 4 top cover plates 3 is supporting, and concrete mortar is added in the bottler placer.
The long slightly part in shaft 5 bottoms be equipped with the position last froth breaking oar 6, position under scraper plate blade 10; And first group of propeller blade between froth breaking slurry 6 and scraper plate blade 10 7, second group of propeller blade 9 and support bar 8; 8 pairs of first group of propeller blades of support bar 7, second group of propeller blade 9 play a supportive role; All blades are all in pot body 4, under the cover plate 3.
Working operating mode: the self-leveling concrete mortar is introduced into charging aperture 2, owing on the charging aperture 2 vibrating motor is installed, can carry out preliminary pump-down process to the self-leveling concrete mortar earlier; Materials flow afterwards gets in the pot body 4 through cover plate 3; This moment, first rabbling mechanism just changeed, second group of rabbling mechanism forward or reverse, and first group of propeller blade 7 plays upwards retainer, second group of screw 9 downward binder; Materials flow is circulated up and down; When stirring mortar, the bubble in the mortar is disperseed, breaks or raises up, through froth breaking oar 6 bubble that raises up is eliminated.Scraper plate blade 10 is scraped the mortar of bottom of pot body, can prevent the bottom of pot body buildup.
Agitator is installed in above the underframe 11, but fixed placement, but also integral installation tows in the vehicles of routine, adapts to different construction requirements.
Prior art can not reach and keep homogeneity, requirement that air content is low before the self-leveling concrete mortar injection; Can cause CRTSIII type track plate off quality; The utility model can prevent the segregation of self-leveling concrete flow process; Guarantee concrete homogeneity, also can the reduction that external concrete mortar air content is stable get off, make CRTSIII type track plate well reach quality requirement.
The preferred embodiment that the above is merely the utility model is not limited to the utility model, and for a person skilled in the art, the utility model can have various changes and variation.All within the spirit and principle of the utility model, any modification of being done, be equal to replacement, improvement etc., all should be included within the protection domain of the utility model.
Claims (12)
1. a self-leveling concrete mortar injection machine is characterized in that, comprising:
Pot body (4), its top is equipped with charging aperture (2), near the bottom discharging opening (13) is installed;
At least one rabbling mechanism, comprise drive motors (1), vertically be arranged in the said pot body shaft (5) and between the upper bracket (17) and the undersetting (18) that are installed on the said shaft (5) installation to first group of blade (7) of pop-up mortar with to the second group of blade (9) that presses down mortar; And
Froth breaking oar (6) is installed on the said shaft (5), is positioned at the top of said upper bracket (17), comprises at least one cantilever (19) that the said shaft in edge (5) radially extends and radially is arranged in the some froth breaking ratch (20) on the said cantilever.
2. self-leveling concrete mortar injection machine according to claim 1; It is characterized in that; Each blade in said first group of blade (7) and the second group of blade (9) is propeller blade and rotation direction is opposite; Wherein, the radius of spin of said first group of blade (7) is greater than the radius of spin of second group of blade (9).
3. self-leveling concrete mortar injection machine according to claim 1 is characterized in that, said shaft (5) is supported in the top of said pot body (4).
4. self-leveling concrete mortar injection machine according to claim 1 is characterized in that, the bottom of said shaft (5) is equipped with the suitable scraper plate blade (10) of diapire with said pot body (4).
5. self-leveling concrete mortar injection machine according to claim 1 is characterized in that, said rabbling mechanism also comprises the middle part support bar (8) that is installed on the said shaft (5) and supports said first group of blade (7) and second group of blade (9).
6. self-leveling concrete mortar injection machine according to claim 1; It is characterized in that; At least one rabbling mechanism comprises first rabbling mechanism and second rabbling mechanism of arrangement arranged side by side, and wherein, the position of the pairing pot of second rabbling mechanism body bottom wall portion is lower than the position of the pairing pot of said first rabbling mechanism body bottom wall portion; Said charging aperture is arranged on the side near said first rabbling mechanism, and said discharging opening is arranged on the side near said second rabbling mechanism.
7. according to each described self-leveling concrete mortar injection machine in the claim 1 to 6, it is characterized in that said charging aperture is provided with vibrating motor.
8. self-leveling concrete mortar injection machine according to claim 1 is characterized in that each said ratch is the U type, and each the said ratch undulate on the same cantilever is one-body molded.
9. self-leveling concrete mortar injection machine according to claim 1 is characterized in that each said ratch is the U type, and be distributed in through in said cantilever and the perpendicular vertical with horizontal plane or with the angled clinoplain of horizontal plane in.
10. self-leveling concrete mortar injection machine according to claim 9 is characterized in that leaning forward towards the direction of rotation of said shaft in the top of said clinoplain.
11. self-leveling concrete mortar injection machine according to claim 1; It is characterized in that; Said upper bracket and undersetting comprise separately along first first bar that radially extend with along opposite second second bar that radially extend; Said first group of blade (7) has two outer lodicules; The upper end of said two outer lodicules is connected to the outer end of second bar of outer end and said upper bracket of first bar of said upper bracket; The lower end of said two outer lodicules is connected to the outer end of second bar of outer end and said undersetting of first bar of said undersetting; Said second group of blade (9) has two interior lodicules, and the upper end of said two outer lodicules is connected to the middle part of second bar of middle part and said upper bracket of first bar of said upper bracket, and the lower end of said two outer lodicules is connected to the middle part of second bar of middle part and said undersetting of first bar of said undersetting.
12. self-leveling concrete mortar injection machine according to claim 11 is characterized in that, first bar of said upper bracket and following accordingly layout parallel with second bar with first bar of said undersetting respectively with second bar.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN2011204481036U CN202298388U (en) | 2011-11-11 | 2011-11-11 | Self-leveling concrete mortar filling machine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN2011204481036U CN202298388U (en) | 2011-11-11 | 2011-11-11 | Self-leveling concrete mortar filling machine |
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CN202298388U true CN202298388U (en) | 2012-07-04 |
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CN2011204481036U Withdrawn - After Issue CN202298388U (en) | 2011-11-11 | 2011-11-11 | Self-leveling concrete mortar filling machine |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102493291A (en) * | 2011-11-11 | 2012-06-13 | 中联重科股份有限公司 | Self-leveling concrete mortar placer |
-
2011
- 2011-11-11 CN CN2011204481036U patent/CN202298388U/en not_active Withdrawn - After Issue
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102493291A (en) * | 2011-11-11 | 2012-06-13 | 中联重科股份有限公司 | Self-leveling concrete mortar placer |
WO2013067867A1 (en) * | 2011-11-11 | 2013-05-16 | 中联重科股份有限公司 | Pouring machine for self-leveling concrete mortar |
CN102493291B (en) * | 2011-11-11 | 2013-11-13 | 中联重科股份有限公司 | Self-leveling concrete mortar placer |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
AV01 | Patent right actively abandoned |
Granted publication date: 20120704 Effective date of abandoning: 20131113 |
|
RGAV | Abandon patent right to avoid regrant |