CN209240265U - Bridge pier is poured with multistage with concrete production system - Google Patents
Bridge pier is poured with multistage with concrete production system Download PDFInfo
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- CN209240265U CN209240265U CN201821218603.9U CN201821218603U CN209240265U CN 209240265 U CN209240265 U CN 209240265U CN 201821218603 U CN201821218603 U CN 201821218603U CN 209240265 U CN209240265 U CN 209240265U
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- conveyer belt
- aggregate
- bridge pier
- production system
- multistage
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Abstract
The utility model provides bridge pier and pours with multistage with concrete production system, the feed opening of aggregate lower hopper is connected by the first aggregate conveyer belt with the second aggregate conveyer belt, aggregate vibratory blanking machine is provided with immediately below the second aggregate conveyer belt, the feed opening of the aggregate vibratory blanking machine is connected by third aggregate conveyer belt with the first rotary screen, and the discharge port of first rotary screen is respectively arranged with small particle aggregate conveyer belt, middle partial size aggregate conveyer belt and large-particle-size aggregate conveyer belt；The end of one gradation conveyer belt is connected with level-one material-compound tank, and the end of graduation two conveyer belt is connected with graduation two batch can, and the end of graduation three conveyer belt is connected with three-level material-compound tank, and the end of four gradation conveyer belts is connected with level Four material-compound tank；5th aggregate conveyer belt is connected with facilities of mix storied building；Other raw material mixing systems are communicated at the top of the facilities of mix storied building.This concrete production system can be used in bridge pier and pour with the production of concrete preparation, and then reach optimal effect, the final quality for guaranteeing poured bridge pier.
Description
Technical field
The utility model relates to concrete processing production equipment fields, pour more particularly to bridge pier with more grading concretes
Production system.
Background technique
For in large-scale bridge construction process, main supporting body of the bridge pier as bed rearrangement bridge, structural strength is related to
The quality of bed rearrangement bridge and service life, therefore, bridge pier are high to the various aspects of performance requirement of its concrete in casting process, and one
Aspect needs to guarantee to need coarse aggregate in concrete material, and coarse aggregate needs are matched using multistage；On the other hand it also needs
Will be in sand material, and the content of sand material is also required to strict control；In addition it is also necessary to cement, flyash, water-reducing agent, swelling agent etc.
Other types of additive, since the concreting amount of Large Bridge Pier is larger, and there is presently no dedicated for above-mentioned coagulation
The production system of soil preparation, can only redesign the production system suitable for the preparation of above-mentioned concrete.
Utility model content
In order to solve the above technical problems, the utility model provides bridge pier and pours with multistage with concrete production system, this is mixed
Solidifying soil production system can be used in bridge pier and pour production preparation with concrete, and then reach optimal effect, final to protect
Demonstrate,prove the quality of poured bridge pier.
In order to realize above-mentioned technical characteristic, matched purpose of the utility model is realized as follows: bridge pier is poured with multistage
Concrete production system, it includes aggregate lower hopper, and the feed opening of the aggregate lower hopper passes through the first aggregate conveyer belt and the
Two aggregate conveyer belts are connected, and aggregate vibratory blanking machine, the aggregate vibration are provided with immediately below the second aggregate conveyer belt
The feed opening of blanking machine is connected by third aggregate conveyer belt with the first rotary screen, and the discharge port of first rotary screen is set respectively
It is equipped with small particle aggregate conveyer belt, middle partial size aggregate conveyer belt and large-particle-size aggregate conveyer belt；Middle partial size aggregate conveyer belt goes out
Material mouth is connected with second tin roller sieve, and large-particle-size aggregate conveyer belt is connected with third rotary screen；The discharge port of the second tin roller sieve
It is respectively arranged with scrap web, a gradation conveyer belt and graduation two conveyer belt；The discharge port of the third rotary screen is set respectively
It is equipped with regrading aggregate conveyer belt, graduation three conveyer belt and four gradation conveyer belts；The end and one of the one gradation conveyer belt
Gradation batch can be connected, the end of the graduation two conveyer belt is connected with graduation two batch can, the end of the graduation three conveyer belt and
Three-level material-compound tank is connected, and the end of the four gradations conveyer belt is connected with level Four material-compound tank；Pass through in the feed opening of four batch cans
4th aggregate conveyer belt is connected with the 5th aggregate conveyer belt, and the 5th aggregate conveyer belt is connected with facilities of mix storied building；The facilities of mix storied building
Top be communicated with other raw material mixing systems.
The aggregate lower hopper is arranged in aggregate and unloads the underface of platform, and unloading in aggregate, to carry aggregate on platform defeated
Send vehicle.
The mud discharge port of the small particle aggregate conveyer belt is connected with precipitation process pond；The end of the scrap web
It is connected with the first scrap web and the second scrap web with waste material slag muck；The dry aggregate of the small particle aggregate conveyer belt goes out
Material mouth is connected with the second scrap web.
The end of the regrading aggregate conveyer belt is connected with middle partial size aggregate conveyer belt.
Other raw material mixing systems include sand material lower hopper and additive feed proportioning system；The sand material lower hopper passes through
First sand material conveyer belt is connected with storage sand batch can, and the feed opening of the storage sand batch can passes through the second sand material conveyer belt, third sand material
Conveyer belt and the 4th sand material conveyer belt are connected with facilities of mix storied building.
The additive feed proportioning system includes cementing tank, swelling agent tank, water-reducing agent tank and flyash silo, the discharging of four tanks
Mouth is all connected with facilities of mix storied building.
The sand material lower hopper is arranged in sand material and unloads the underface of platform, has the conveying of sand material in sand material platform bearer of unloading
Vehicle.
Mixer truck is provided with immediately below the discharge port of the facilities of mix storied building.
The utility model has the advantages that:
1, it is handled by the multi-stage screening that the multistage of above structure can be used in coarse aggregate with concrete production system, in turn
Four gradations are classified as, in carrying out concrete preparation process, match ratio as needed adds the graded aggregate of corresponding amount,
The other additives for adding corresponding amount again can realize the preparation of the high performance concrete poured for bridge pier, guarantee bridge pier
Quality.
2, by other raw material mixing systems of above structure, easily other raw materials can be adjusted according to demand
With use, and then guarantee optimal match ratio requirement, finally guarantees that bridge pier reaches optimal mass effect.
3, above-mentioned production system technical process is simple, high production efficiency, can quickly adjust as needed, and then meets
Different use demands.
Detailed description of the invention
The utility model is described in further detail with reference to the accompanying drawings and examples.
Fig. 1 is the overall structure diagram of the utility model.
In figure: aggregate waggon 1, aggregate lower hopper 2, the first aggregate conveyer belt 3, the second aggregate conveyer belt 4, aggregate vibration
Blanking machine 5, third aggregate conveyer belt 6, the first rotary screen 7, small particle aggregate conveyer belt 8, middle partial size aggregate conveyer belt 9, big grain
Diameter aggregate conveyer belt 10, precipitation process pond 11, second tin roller sieve 12, third rotary screen 13, scrap web 14, the first waste material are defeated
Send band 15, the second scrap web 16, waste material slag muck 17, regrading aggregate conveyer belt 18, graduation two conveyer belt 19, graduation three
Conveyer belt 20, four gradation conveyer belts 21, a gradation conveyer belt 22, graduation two batch can 23, three-level material-compound tank 24, level Four material-compound tank
25, the 4th aggregate conveyer belt 26, sand material conveyor 27, sand material lower hopper 28, the first sand material conveyer belt 29, storage sand batch can 30, the
Two sand material conveyer belts 31, third sand material conveyer belt 32, cementing tank 33, swelling agent tank 34, water-reducing agent tank 35, flyash silo 36,
Five aggregate conveyer belts 37, the 4th sand material conveyer belt 38, facilities of mix storied building 39, mixer truck 40, level-one material-compound tank 41.
Specific embodiment
The embodiments of the present invention is described further with reference to the accompanying drawing.
Embodiment 1:
Referring to Fig. 1, bridge pier is poured with multistage with concrete production system, it includes aggregate lower hopper 2, the aggregate blanking
The feed opening of bucket 2 is connected by the first aggregate conveyer belt 3 with the second aggregate conveyer belt 4, the second aggregate conveyer belt 4 just under
Side is provided with aggregate vibratory blanking machine 5, and the feed opening of the aggregate vibratory blanking machine 5 passes through third aggregate conveyer belt 6 and first
Rotary screen 7 is connected, and the discharge port of first rotary screen 7 is respectively arranged with small particle aggregate conveyer belt 8, the conveying of middle partial size aggregate
Band 9 and large-particle-size aggregate conveyer belt 10；The discharge port of middle partial size aggregate conveyer belt 9 is connected with second tin roller sieve 12, big partial size bone
Material conveyer belt 10 is connected with third rotary screen 13；The discharge port of second tin roller sieve 12 be respectively arranged with scrap web 14,
One gradation conveyer belt 22 and graduation two conveyer belt 19；The discharge port of the third rotary screen 13 is respectively arranged with regrading aggregate
Conveyer belt 18, graduation three conveyer belt 20 and four gradation conveyer belts 21；The end of the one gradation conveyer belt 22 and level-one material-compound tank
41 be connected, the end of the graduation two conveyer belt 19 is connected with graduation two batch can 23, the end of the graduation three conveyer belt 20 and
Three-level material-compound tank 24 is connected, and the end of the four gradations conveyer belt 21 is connected with level Four material-compound tank 25；In the blanking of four batch cans
Mouth is connected by the 4th aggregate conveyer belt 26 with the 5th aggregate conveyer belt 37, the 5th aggregate conveyer belt 37 and 39 phase of facilities of mix storied building
Even；The top of the facilities of mix storied building 39 is communicated with other raw material mixing systems.Match concrete production system by the multistage of above structure
System can be used in the multi-stage screening processing of coarse aggregate, and then be classified as four gradations, in carrying out concrete preparation process, according to
The match ratio needed, adds the graded aggregate of corresponding amount, then adds other additives of corresponding amount and can realize for bridge pier
The preparation of the high performance concrete poured guarantees the quality of bridge pier.
Further, the aggregate lower hopper 2 is arranged in aggregate and unloads the underface of platform, unloads in aggregate and holds on platform
It is loaded with aggregate waggon 1.It can be used in the conveying of coarse aggregate by aggregate waggon 1.
Further, the mud discharge port of the small particle aggregate conveyer belt 8 is connected with precipitation process pond 11；The waste material
The end of conveyer belt 14 is connected with the first scrap web 15 and the second scrap web 16 with waste material slag muck 17；The small particle
The dry aggregate discharge port of aggregate conveyer belt 8 is connected with the second scrap web 16.Pass through 11 energy of precipitation process pond of above structure
It is enough that thinner aggregate is handled, play the purpose of environmental protection.
Further, the end of the regrading aggregate conveyer belt 18 is connected with middle partial size aggregate conveyer belt 9.By upper
The structure stated easily can carry out regrading to the aggregate after screening, and then ensure that screening efficiency.
Further, other raw material mixing systems include sand material lower hopper 28 and additive feed proportioning system；The sand
Material lower hopper 28 is connected by the first sand material conveyer belt 29 with storage sand batch can 30, and the feed opening of the storage sand batch can 30 passes through second
Sand material conveyer belt 31, third sand material conveyer belt 32 and the 4th sand material conveyer belt 38 are connected with facilities of mix storied building 39.By using above-mentioned
Other raw material mixing systems can provide a system to corresponding sand and other auxiliary materials, and then guarantee optimal match ratio.
Further, the additive feed proportioning system includes cementing tank 33, swelling agent tank 34, water-reducing agent tank 35 and flyash
Tank 36, the discharge port of four tanks are all connected with facilities of mix storied building 39.It can be easily to different types of original by above-mentioned multiple tanks
Material is stored, and then facilitates the preparation of subsequent concrete.
Further, the sand material lower hopper 28 is arranged in sand material and unloads the underface of platform, holds in sand material platform of unloading
It is loaded with sand material conveyor 27.Easily sand material can be conveyed by the sand material conveyor 27, and then meet sand material
Use need.
Further, mixer truck 40 is provided with immediately below the discharge port of the facilities of mix storied building 39.Pass through the mixer truck 40
The concrete conveyance that preparation is completed can be poured operation to construction site accordingly.
Embodiment 2:
The process flow of this system is divided into coarse aggregate preparation process and other feed preparation process two parts:
Wherein coarse aggregate preparation process includes:
G-1: coarse aggregate is transported on the first aggregate conveyer belt 3 by aggregate lower hopper 2；
Coarse aggregate on G-2: the first aggregate conveyer belt 3 will be fallen on aggregate vibratory blanking machine 5；
G-3: the aggregate after 5 blanking of aggregate vibratory blanking machine falls on third aggregate conveyer belt 6；
G-4: aggregate enters the first rotary screen 7, and wherein aggregate of the partial size between 40 ~ 150 will go into big partial size bone
Expect conveyer belt 10；
G-5: aggregate of the partial size between 5 ~ 40 will go into middle partial size aggregate conveyer belt 9, and aggregate of the partial size less than 5 will be into
Enter to small particle aggregate conveyer belt 8, and enters eventually into precipitation process pond 11；The material of middle partial size aggregate conveyer belt 9 will enter
To second tin roller sieve 12；
G-6: partial size is recycled less than 40 aggregate and is transported on middle partial size aggregate conveyer belt 9 by third rotary screen 13；
G-7: the material of large-particle-size aggregate conveyer belt 10 will go into third rotary screen 13, and third rotary screen 13 exists partial size
80 ~ 150 material is transported to four gradation conveyer belts 21, and is finally stored in level Four material-compound tank 25；
G-8: partial size is transported to graduation three conveyer belt 20 in 40 ~ 80 material by third rotary screen 13, and is finally stored up
There are in three-level material-compound tank 24；
G-9: partial size is transported to graduation two conveyer belt 19 in 20 ~ 40 material by second tin roller sieve 12, and is finally stored up
There are in graduation two batch can 23；
G-10: partial size is transported to a gradation conveyer belt 22 in 5 ~ 20 material by second tin roller sieve 12, and is finally stored up
There are in level-one material-compound tank 41；
G-11: according to match ratio, by level-one material-compound tank 41, graduation two batch can 23, three-level material-compound tank 24 and level Four material-compound tank
Aggregate in 25 is transported to facilities of mix storied building 39 by the 4th aggregate conveyer belt 26.
Wherein other feed preparation process processes include:
T-1: sand material is transported on the first sand material conveyer belt 29 by sand material lower hopper 28, and is stored in storage sand material
Inside tank 30；
T-2: the sand material stored up inside sand batch can 30 is required down to expect on the second sand material conveyer belt 31 according to match ratio；
Sand material on T-3: the second sand material conveyer belt 31 is transported on third sand material conveyer belt 32；
T-4: the sand material on third sand material conveyer belt 32 is transported to facilities of mix storied building 39；
T-5: according to match ratio, respectively by the cement of corresponding amount, swelling agent, water-reducing agent and flyash from cementing tank 33, swollen
Swollen dose of tank 34, water-reducing agent tank 35 are added to inside facilities of mix storied building 39 in flyash silo 36；
T-6: aggregate, sand material and the additive after cooperation are stirred mixing inside facilities of mix storied building 39, ultimately formed
Concrete, and construction site is transported to by mixer truck 40.
The above embodiments are only the optimal technical scheme of the utility model, and are not construed as the limit for the utility model
System, the technical solution that the protection scope of the utility model should be recorded with claim, the technical solution recorded including claim
The equivalents of middle technical characteristic are protection scope.Equivalent replacement i.e. within this range is improved, also in the utility model
Protection scope within.
Claims (8)
1. bridge pier is poured with multistage with concrete production system, it is characterised in that: it includes aggregate lower hopper (2), the aggregate
The feed opening of lower hopper (2) is connected by the first aggregate conveyer belt (3) with the second aggregate conveyer belt (4), and second aggregate is defeated
It send and is provided with aggregate vibratory blanking machine (5) immediately below band (4), the feed opening of the aggregate vibratory blanking machine (5) passes through third
Aggregate conveyer belt (6) is connected with the first rotary screen (7), and the discharge port of first rotary screen (7) is respectively arranged with small particle bone
Expect conveyer belt (8), middle partial size aggregate conveyer belt (9) and large-particle-size aggregate conveyer belt (10)；Middle partial size aggregate conveyer belt (9) goes out
Material mouth is connected with second tin roller sieve (12), and large-particle-size aggregate conveyer belt (10) is connected with third rotary screen (13)；Second rolling
The discharge port of shaft screen (12) is respectively arranged with scrap web (14), a gradation conveyer belt (22) and graduation two conveyer belt (19)；
The discharge port of the third rotary screen (13) be respectively arranged with regrading aggregate conveyer belt (18), graduation three conveyer belt (20) and
Four gradation conveyer belts (21)；The end of the one gradation conveyer belt (22) is connected with level-one material-compound tank (41), and the graduation two is defeated
The end of band (19) is sent to be connected with graduation two batch can (23), the end and three-level material-compound tank (24) of the graduation three conveyer belt (20)
It is connected, the end of the four gradations conveyer belt (21) is connected with level Four material-compound tank (25)；Pass through the in the feed opening of four batch cans
Four aggregate conveyer belts (26) are connected with the 5th aggregate conveyer belt (37), the 5th aggregate conveyer belt (37) and facilities of mix storied building (39) phase
Even；Other raw material mixing systems are communicated at the top of the facilities of mix storied building (39).
2. bridge pier is poured with multistage with concrete production system according to claim 1, it is characterised in that: the aggregate blanking
Bucket (2) is arranged in aggregate and unloads the underface of platform, unloads in aggregate and carries aggregate waggon (1) on platform.
3. bridge pier is poured with multistage with concrete production system according to claim 1, it is characterised in that: the small particle bone
The mud discharge port of material conveyer belt (8) is connected with precipitation process pond (11)；The end of the scrap web (14) is useless with first
Material conveyer belt (15) and the second scrap web (16) are connected with waste material slag muck (17)；The small particle aggregate conveyer belt (8)
Dry aggregate discharge port is connected with the second scrap web (16).
4. bridge pier is poured with multistage with concrete production system according to claim 1, it is characterised in that: the regrading
The end of aggregate conveyer belt (18) is connected with middle partial size aggregate conveyer belt (9).
5. bridge pier is poured with multistage with concrete production system according to claim 1, it is characterised in that: other raw materials
Feed proportioning system includes sand material lower hopper (28) and additive feed proportioning system；The sand material lower hopper (28) is conveyed by the first sand material
Band (29) is connected with storage sand batch can (30), and the feed opening of storage sand batch can (30) passes through the second sand material conveyer belt (31), third
Sand material conveyer belt (32) and the 4th sand material conveyer belt (38) are connected with facilities of mix storied building (39).
6. bridge pier is poured with multistage with concrete production system according to claim 5, it is characterised in that: the additive is matched
Material system includes cementing tank (33), swelling agent tank (34), water-reducing agent tank (35) and flyash silo (36), and the discharge port of four tanks is all
It is connected with facilities of mix storied building (39).
7. bridge pier is poured with multistage with concrete production system according to claim 5, it is characterised in that: the sand material blanking
Bucket (28) is arranged in sand material and unloads the underface of platform, has sand material conveyor (27) in sand material platform bearer of unloading.
8. bridge pier is poured with multistage with concrete production system according to claim 1, it is characterised in that: the facilities of mix storied building
(39) mixer truck (40) are provided with immediately below discharge port.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821218603.9U CN209240265U (en) | 2018-07-31 | 2018-07-31 | Bridge pier is poured with multistage with concrete production system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821218603.9U CN209240265U (en) | 2018-07-31 | 2018-07-31 | Bridge pier is poured with multistage with concrete production system |
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| Publication Number | Publication Date |
|---|---|
| CN209240265U true CN209240265U (en) | 2019-08-13 |
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ID=67516916
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821218603.9U Active CN209240265U (en) | 2018-07-31 | 2018-07-31 | Bridge pier is poured with multistage with concrete production system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108638338A (en) * | 2018-07-31 | 2018-10-12 | 宜昌鑫大兴混凝土有限公司 | Bridge pier is poured matches concrete production system and preparation process with multistage |
| CN111256796A (en) * | 2020-03-09 | 2020-06-09 | 河南省第二公路工程有限公司 | Intelligent aggregate proportioning platform scale |
-
2018
- 2018-07-31 CN CN201821218603.9U patent/CN209240265U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108638338A (en) * | 2018-07-31 | 2018-10-12 | 宜昌鑫大兴混凝土有限公司 | Bridge pier is poured matches concrete production system and preparation process with multistage |
| CN111256796A (en) * | 2020-03-09 | 2020-06-09 | 河南省第二公路工程有限公司 | Intelligent aggregate proportioning platform scale |
| CN111256796B (en) * | 2020-03-09 | 2021-08-31 | 河南省第二公路工程有限公司 | Intelligent aggregate proportioning platform scale |
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