CN202089344U - Self-compaction concrete mortar tank - Google Patents
Self-compaction concrete mortar tank Download PDFInfo
- Publication number
- CN202089344U CN202089344U CN2011200872806U CN201120087280U CN202089344U CN 202089344 U CN202089344 U CN 202089344U CN 2011200872806 U CN2011200872806 U CN 2011200872806U CN 201120087280 U CN201120087280 U CN 201120087280U CN 202089344 U CN202089344 U CN 202089344U
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- China
- Prior art keywords
- self
- concrete mortar
- stirring
- quadrant
- tank body
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- 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.)
- Expired - Fee Related
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Abstract
The utility model discloses a self-compaction concrete mortar tank, which comprises a tank body, a stirring system, and a discharging system. The bottom of the tank body is provided with a discharge opening. The key design points lie in that the stirring system has a stirring shaft provided with spiral blades; the bottom of the stirring shaft is provided with a rotating disk; the periphery of the rotating disk is provided with stirring teeth. By equipping the stirring system having axially-rotating spiral blades and horizontally-rotating stirring teeth inside the tank body, the self-compaction concrete mortar tank designed in the utility model thus enables multiple stirring ways and effectively solves the problems existing in a mortar placing process and characterized by aggregation, deposition and delamination of the mortar. The self-compaction concrete mortar tank which has the characteristics of reasonable design, easy uninstallation and simple maintenance is especially suitably applied for grouting self-compaction concrete mortar under a high-speed railway precisely-adjusted track slab.
Description
Technical field
The utility model relates to the concrete mortar jar, specifically a kind of concrete mortar filling that is specially adapted to pour into the self-compacting concrete mortar.
Background technology
In the construction of high ferro III template bed board, behind accurate adjustment track plate, need under plate, pour into the self-compacting concrete mortar.Because the self-compacting concrete mortar is placed back gathering easily, precipitation, layering, therefore must stir back grouting at once, but the camp site often makes mortar after stirring need place grouting again after a period of time because of various situations.Therefore, available coagulation soil mortar jar can not satisfy the actual demand of site operation operation far away.
Summary of the invention
The purpose of this utility model will provide a kind of self-compacting concrete mortar jar exactly, to solve problems such as the preceding mortar gathering of grouting, precipitation, layering.
The purpose of this utility model is achieved in that
Self-compacting concrete mortar jar provided by the utility model comprises tank body, stirring system, material drain system.Tank base has drain hole, and its key points in design is that the shaft of stirring system is provided with helicallobe, is provided with rotating disk in the bottom of shaft, and the rotating disk periphery is provided with stirrer gear.
The self-compacting concrete mortar jar that the utility model is designed, the helicallobe of the existing axial rotation of stirring system in its tank body, the moving stirrer gear of horizontal position transfer is arranged again, and its multiple whipped form has solved problems such as the gathering that mortar exists, precipitation, layering effectively in put procedure.
The utility model is rational in infrastructure, easy to assemble, the easy care maintenance.It is particularly useful for high ferro accurate adjustment track plate plate is poured into the self-compacting concrete mortar down.
Below in conjunction with the specific embodiment the utility model is described in further detail.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is the structural representation of material drain system in the utility model.
Fig. 3 is the structural representation of control feeding valve in the utility model.
The specific embodiment
The utility model includes tank body 2, stirring system, material drain system as shown in Figure 1.Stirring system includes stirring motor 1, shaft 3.Stirring motor 1 is installed in the top of tank body 2, and shaft 3 is fixed in the center of tank body 2.Stirring motor 1 drives shaft 3 and rotates.Shaft 3 is provided with helicallobe 11, is connected with rotating disk 6 in the bottom of shaft 3, rotating disk 6 periphery cross bolt have can be for convenience detach stirrer gear 5.Middle part at shaft 3 also can be provided with parallel paddle 4.Multiple stirring structure like this can effectively guarantee mortar in put procedure, do not assemble, do not precipitate, not stratified.Material drain system of the present utility model includes drain hole 10, control feeding valve 8, flange 7 and blowing pipeline 9 as shown in Figure 1 and Figure 2.Drain hole 10 is directly opened the bottom at tank body 2, drain hole 10 is connected with blowing pipeline 9 by control feeding valve 8, flange 7, be no pipeline thus between tank body drain hole 10, baiting valve 8, flange 7 three parts and connect this kind structure and can guarantee no material stock dead point in the mortar put procedure, prevent that with this mortar from assembling, stopping up drain hole.The bore of tank body drain hole 10 should be less than the discharging opening on the flange 7.
In order to prevent that control feeding valve 8 from depositing sand, stone at drain hole 10 places in moving process, can be with control feeding valve 8(referring to Fig. 3) valve body be designed to quadrant 801, the centre of quadrant 801 is provided with the material discharge orifice 802 that is complementary with tank base drain hole 10, and the both sides of material discharge orifice 802 are provided with overspill discharge orifice 803.Be provided with segmental valve 804 on quadrant 801, the area of this segmental valve 804 is 2/3 or 3/4 of a quadrant 801, is provided with the through hole 805 that matches with quadrant material discharge orifice 802 in the segmental valve 804.Quadrant 801 can be designed to two-layer up and down, can strengthen the intensity of valve body on the one hand, can form interlayer on the one hand, is convenient to segmental valve 804 is clamped in middle.In the interlayer that quadrant 801 forms, can be provided with medial support bar 12(referring to Fig. 2) so that segmental valve 804 rotates, also can strengthen the leak tightness of control feeding valve simultaneously.Segmental valve 804 is connected and fixed by bearing pin 13 with quadrant 801.Be connected with rotary handle 14 on the segmental valve 804, so that Open valve.
The control feeding valve 8 that the utility model is designed in use by rotation segmental valve 804, makes through hole 805 on the segmental valve 804 overlap with material discharge orifice 802 in the quadrant 801 or staggers, and realizes switch thus.Because the area of segmental valve 804 is less than quadrant 801, therefore, when segmental valve 804 1 sides were alignd with quadrant 801,803 inevitable being exposed of overspill discharge orifice of quadrant 801 opposite sides were so can get rid of at sand, the stone of drain hole alluvial by overspill discharge orifice 803.
Claims (5)
1. self-compacting concrete mortar jar, comprise tank body (2), tank base has drain hole (10), it is characterized in that being provided with in the tank body (2) shaft (3), on shaft (3), be provided with helicallobe (11), be provided with rotating disk (6) in the bottom of shaft (3), rotating disk (6) periphery is provided with stirrer gear (5).
2. self-compacting concrete mortar jar according to claim 1 is characterized in that said shaft (3) middle part is provided with parallel paddle (4).
3. self-compacting concrete mortar jar according to claim 1 and 2 is characterized in that the drain hole (10) of said tank body (2) bottom is connected with blowing pipeline (9) by control feeding valve (8), flange (7).
4. self-compacting concrete mortar jar according to claim 3, it is characterized in that said control feeding valve (8), its valve body is quadrant (801), the centre of quadrant (801) is provided with the material discharge orifice (802) that is complementary with tank base drain hole (10), the both sides of material discharge orifice (802) are provided with overspill discharge orifice (803), on quadrant (801), be provided with segmental valve (804), the area of this segmental valve (804) is 2/3 or 3/4 of a quadrant (801), is provided with the through hole (805) that matches with quadrant material discharge orifice (802) in the segmental valve (804).
5. self-compacting concrete mortar jar according to claim 4, it is characterized in that said is interlayer at quadrant (801), segmental valve (804) is arranged in this interlayer, also is provided with medial support bar (12) in the interlayer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200872806U CN202089344U (en) | 2011-03-29 | 2011-03-29 | Self-compaction concrete mortar tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200872806U CN202089344U (en) | 2011-03-29 | 2011-03-29 | Self-compaction concrete mortar tank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202089344U true CN202089344U (en) | 2011-12-28 |
Family
ID=45364430
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011200872806U Expired - Fee Related CN202089344U (en) | 2011-03-29 | 2011-03-29 | Self-compaction concrete mortar tank |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202089344U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102899994A (en) * | 2012-10-16 | 2013-01-30 | 中铁十九局集团有限公司 | Construction vehicle for plate-type ballastless track plate |
| CN104454621A (en) * | 2014-11-04 | 2015-03-25 | 通辽矽砂工业公司 | Differential pressure type evacuation preventing mortar pump |
| CN106238399A (en) * | 2016-08-19 | 2016-12-21 | 天津市博爱制药有限公司 | A kind of detachable stirring and washing device |
| CN106334481A (en) * | 2016-10-17 | 2017-01-18 | 天津亚泰昊德科技有限公司 | Fertilizer stirring device for improving stirring uniformity |
| CN107096463A (en) * | 2017-07-12 | 2017-08-29 | 湖南艾威尔新能源科技有限公司 | Graphene doping stirring system |
| CN107486070A (en) * | 2017-09-15 | 2017-12-19 | 攀钢集团攀枝花钢铁研究院有限公司 | A kind of free settling mixed liquor reservoir |
| CN108816107A (en) * | 2018-06-28 | 2018-11-16 | 叶财明 | A kind of decolorizing printing and dyeing waste water equipment |
-
2011
- 2011-03-29 CN CN2011200872806U patent/CN202089344U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102899994A (en) * | 2012-10-16 | 2013-01-30 | 中铁十九局集团有限公司 | Construction vehicle for plate-type ballastless track plate |
| CN104454621A (en) * | 2014-11-04 | 2015-03-25 | 通辽矽砂工业公司 | Differential pressure type evacuation preventing mortar pump |
| CN106238399A (en) * | 2016-08-19 | 2016-12-21 | 天津市博爱制药有限公司 | A kind of detachable stirring and washing device |
| CN106334481A (en) * | 2016-10-17 | 2017-01-18 | 天津亚泰昊德科技有限公司 | Fertilizer stirring device for improving stirring uniformity |
| CN107096463A (en) * | 2017-07-12 | 2017-08-29 | 湖南艾威尔新能源科技有限公司 | Graphene doping stirring system |
| CN107486070A (en) * | 2017-09-15 | 2017-12-19 | 攀钢集团攀枝花钢铁研究院有限公司 | A kind of free settling mixed liquor reservoir |
| CN108816107A (en) * | 2018-06-28 | 2018-11-16 | 叶财明 | A kind of decolorizing printing and dyeing waste water equipment |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20111228 Termination date: 20140329 |