CN204278207U - Concrete tubular pile material filling system - Google Patents
Concrete tubular pile material filling system Download PDFInfo
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- CN204278207U CN204278207U CN201420763734.0U CN201420763734U CN204278207U CN 204278207 U CN204278207 U CN 204278207U CN 201420763734 U CN201420763734 U CN 201420763734U CN 204278207 U CN204278207 U CN 204278207U
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- concrete
- feeding cylinder
- spiral feeding
- forming die
- filling system
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Abstract
The concrete tubular pile material filling system that the utility model provides a kind of and can be continuously produced, efficiency is high; It comprises concrete mixer, concrete spreader and pipe pile forming die; Also be provided with silo at the charging aperture place of described concrete mixer, the bottom discharge port of this silo is communicated with via the first spiral feeding cylinder is corresponding with the charging aperture of described concrete mixer; Also be provided with finished product material discharge bucket in the discharge outlet of described concrete mixer, the bottom discharging port of this finished product material discharge bucket is communicated with via the charging aperture of the second spiral feeding cylinder with described concrete spreader top; Described pipe pile forming die is that Vertical dimension is arranged, and is also connected with the 3rd spiral feeding cylinder at the discharge gate place of described concrete distributing motor spindle, and the discharge port correspondence of described 3rd spiral feeding cylinder is arranged at the top of the charging aperture on described pipe pile forming die top.
Description
Technical field
The utility model relates to concrete tubular pile plant-scale equipment technical field, particularly relates to a kind of concrete tubular pile material filling system.
Background technology
along with reform and opening-up and the development of economic construction, prestressed concrete pipe pile starts to be widely used in Railway System, and progressively expands the fields such as industry and civil buildings, municipal administration, metallurgy, harbour, highway to.Due to the factor of geological conditions, Yangtze River Delta and Delta of Pearl River are more suitable for the application of pile tube, and current pile tube has accounted for about 50% of the national cement goods industry output value.Pile tube is divided into post-tensioned prestressing stake and pretensioned-prestressed tube pile, prestressed concrete pipe pile (PC pile tube) and thin tubular piles produced by prestressed concrete (PTC pile tube) and high strength prestressed concrete pipe pile (PHC pile tube). pretensioned-prestressed tube pile is a kind of hollow cylinder elongate concrete prefabricated components adopting pretensioned prestressing technique and centrifugal casting to make, primarily of compositions such as cylindrical shape pile body, end plate and steel hoops.
Pile tube manufacturing enterprise in the prior art, mostly its production is each operation to be divided into independent operation, and through the orderly coordination of workman, make the defeated production system becoming a pile tube, which is affected by human factors larger, simultaneously, adopt aforesaid way, the waste of manpower and materials must be caused, also will cause the reduction of enterprise efficiency, and the increase of production cost, simultaneously, aforesaid way also has the impact of outside environmental elements comparatively large, once run into terribly cold winter, its production efficiency, product quality will directly be affected.
Summary of the invention
The purpose of this utility model is to overcome the deficiencies in the prior art, adapts to reality need, provides a kind of and can be continuously produced, concrete tubular pile material filling system that efficiency is high.
In order to realize the purpose of this utility model, the technical scheme that the utility model adopts is:
Design a kind of concrete tubular pile material filling system, it comprises concrete mixer, concrete spreader and pipe pile forming die; Also be provided with silo at the charging aperture place of described concrete mixer, the bottom discharge port of this silo is communicated with via the first spiral feeding cylinder is corresponding with the charging aperture of described concrete mixer; Also be provided with finished product material discharge bucket in the discharge outlet of described concrete mixer, the bottom discharging port of this finished product material discharge bucket is communicated with via the charging aperture of the second spiral feeding cylinder with described concrete spreader top; Described pipe pile forming die is that Vertical dimension is arranged, and is also connected with the 3rd spiral feeding cylinder at the discharge gate place of described concrete distributing motor spindle, and the discharge port correspondence of described 3rd spiral feeding cylinder is arranged at the top of the charging aperture on described pipe pile forming die top.
Described concrete spreader comprises charging basket, for supporting the support of this charging basket; The charging port of described 3rd spiral feeding cylinder is communicated with the discharge gate bottom charging basket; And and correspondence is provided with paddle in described charging basket; The drive motors (6) of described paddle (7) is arranged at the top of described charging basket via the bracing frame of correspondence.
The outer surface of described pipe pile forming die is also provided with at least one seismic mass.
Flexible conveying pipeline is also connected with in the discharge port of described 3rd spiral feeding cylinder.
The outer wall of described charging basket is also enclosed with heat-insulation layer.
The beneficial effects of the utility model are:
1. in pile tube enterprise produces, adopt native system can continuous seepage, and be not vulnerable to the interference of too much human factor, by raw material to concrete finished product, serialization work can be realized to perfusion again, particularly clear superiority is had more for the enterprise requiring efficiency high.
2. the concrete spreader in the utility model, the heat-insulation layer of its appearance also in conjunction with the design of three spiral feeding cylinders, particularly still can realize high efficiency cloth in the winter of cold, improve the overall performance of concrete tubular pile simultaneously.
3. the utility model also has other advantages, will propose in the lump with corresponding structure in an embodiment.
Accompanying drawing explanation
Fig. 1 is the utility model primary structure principle schematic;
Fig. 2 is the concrete spreader primary structure schematic diagram in the utility model;
In figure: 1. charging basket; 2. silo; 3. the first spiral feeding cylinder; 4. concrete mixer; 5. support; 6. drive motors; 7. paddle; 8. the 3rd spiral feeding cylinder; 9. pipe pile forming die; 10. finished product material discharge bucket; 11. second spiral feeding cylinders; 12. seismic mass.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is further illustrated:
Embodiment 1: a kind of concrete tubular pile material filling system, see Fig. 1, Fig. 2; It comprises concrete mixer 4, concrete spreader and pipe pile forming die 9; Also be provided with silo 2 at the charging aperture place of described concrete mixer 4, the bottom discharge port of this silo 2 is communicated with via the first spiral feeding cylinder 3 is corresponding with the charging aperture of described concrete mixer 4; Also be provided with finished product material discharge bucket 10 in the discharge outlet of described concrete mixer 4, the bottom discharging port of this finished product material discharge bucket 10 is communicated with via the charging aperture of the second spiral feeding cylinder 11 with described concrete spreader top; Described pipe pile forming die 9 is arranged in Vertical dimension, also be connected with the 3rd spiral feeding cylinder 8 at the discharge gate place of described concrete distributing motor spindle, the discharge port correspondence of described 3rd spiral feeding cylinder 8 is arranged at the top of the charging aperture on described pipe pile forming die 9 top.And described concrete spreader comprises charging basket 1, for supporting the support 5 of this charging basket 1; The charging port of described 3rd spiral feeding cylinder 8 is communicated with the discharge gate bottom charging basket 1; And and correspondence is provided with paddle 7 in described charging basket 1; This paddle can be any one of convention stir leaf in this area; The drive motors 6 of described paddle 7 is arranged at the top of described charging basket via the bracing frame of correspondence.Further, for improving the bottom that the concrete entered in pipe pile forming die effectively enters this mould and the associativity improved between concrete, the outer surface of described pipe pile forming die 9 is also provided with multiple seismic mass 12.Meanwhile, for improving the convenience of native system, flexible conveying pipeline is also connected with in the discharge port of described 3rd spiral feeding cylinder 8.This flexible conveying pipeline according to the transfer of staff, can change the direction of conveying.Meanwhile, the outer wall of described charging basket 1 is also enclosed with heat-insulation layer, and in conjunction with above-mentioned paddle, the concrete Yin Wendu in charging basket can be avoided too low and condense.
Although; what embodiment of the present utility model was announced is preferred embodiment; but be not limited thereto; those of ordinary skill in the art; very easily according to above-described embodiment, understand spirit of the present utility model, and make different amplifications and change; but only otherwise depart from spirit of the present utility model, all in protection domain of the present utility model.
Claims (5)
1. a concrete tubular pile material filling system, is characterized in that: it comprises concrete mixer (4), concrete spreader and pipe pile forming die (9); Also be provided with silo (2) at the charging aperture place of described concrete mixer (4), the bottom discharge port of this silo (2) is communicated with via the first spiral feeding cylinder (3) is corresponding with the charging aperture of described concrete mixer (4); Also be provided with finished product material discharge bucket (10) in the discharge outlet of described concrete mixer (4), the bottom discharging port of this finished product material discharge bucket (10) is communicated with the charging aperture on described concrete spreader top via the second spiral feeding cylinder (11); Described pipe pile forming die (9) is arranged in Vertical dimension, also be connected with the 3rd spiral feeding cylinder (8) at the discharge gate place of described concrete distributing motor spindle, the discharge port correspondence of described 3rd spiral feeding cylinder (8) is arranged at the top of the charging aperture on described pipe pile forming die (9) top.
2. concrete tubular pile material filling system as claimed in claim 1, is characterized in that: described concrete spreader comprises charging basket (1), for supporting the support (5) of this charging basket (1); The charging port of described 3rd spiral feeding cylinder (8) is communicated with the discharge gate of charging basket (1) bottom; And and correspondence is provided with paddle (7) in described charging basket (1); The drive motors (6) of described paddle (7) is arranged at the top of described charging basket via the bracing frame of correspondence.
3. concrete tubular pile material filling system as claimed in claim 1, is characterized in that: on the outer surface of described pipe pile forming die (9), be also provided with at least one seismic mass (12).
4. concrete tubular pile material filling system as claimed in claim 1, is characterized in that: be also connected with flexible conveying pipeline in the discharge port of described 3rd spiral feeding cylinder (8).
5. concrete tubular pile material filling system as claimed in claim 2, is characterized in that: on the outer wall of described charging basket (1), be also enclosed with heat-insulation layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420763734.0U CN204278207U (en) | 2014-12-09 | 2014-12-09 | Concrete tubular pile material filling system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420763734.0U CN204278207U (en) | 2014-12-09 | 2014-12-09 | Concrete tubular pile material filling system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204278207U true CN204278207U (en) | 2015-04-22 |
Family
ID=52861402
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420763734.0U Expired - Fee Related CN204278207U (en) | 2014-12-09 | 2014-12-09 | Concrete tubular pile material filling system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204278207U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105986531A (en) * | 2016-07-11 | 2016-10-05 | 安徽兴宇轨道装备有限公司 | Electric connecting device for combined packing auger |
| CN108487921A (en) * | 2018-04-28 | 2018-09-04 | 淮北矿业股份有限公司 | One kind being used for underground coal mine large-section underground continuous concrete device and its casting method |
| CN112123545A (en) * | 2020-09-24 | 2020-12-25 | 福建和盛建材有限公司 | Concrete pipe pile material making and filling system |
-
2014
- 2014-12-09 CN CN201420763734.0U patent/CN204278207U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105986531A (en) * | 2016-07-11 | 2016-10-05 | 安徽兴宇轨道装备有限公司 | Electric connecting device for combined packing auger |
| CN108487921A (en) * | 2018-04-28 | 2018-09-04 | 淮北矿业股份有限公司 | One kind being used for underground coal mine large-section underground continuous concrete device and its casting method |
| CN112123545A (en) * | 2020-09-24 | 2020-12-25 | 福建和盛建材有限公司 | Concrete pipe pile material making and filling system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150422 Termination date: 20171209 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |