CN201644490U - Concrete placing waste treatment and recovery system - Google Patents
Concrete placing waste treatment and recovery system Download PDFInfo
- Publication number
- CN201644490U CN201644490U CN2010201813158U CN201020181315U CN201644490U CN 201644490 U CN201644490 U CN 201644490U CN 2010201813158 U CN2010201813158 U CN 2010201813158U CN 201020181315 U CN201020181315 U CN 201020181315U CN 201644490 U CN201644490 U CN 201644490U
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- Prior art keywords
- pipe
- waste material
- waste
- recovery system
- concreting
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Abstract
Disclosed is a concrete placing waste treatment and recovery system, which comprises a waste pipe and a waste filtering basin. The inlet in the upper part of the waste pipe is arranged in the cast-in-place concrete and the outlet in the lower part of the waste pipe is arranged in the waste filtering basin. The waste filtering basin is divided into two regions that are separated by a partition. The bottom of the partition is opened with a filtering opening. The pore diameter of a filtering screen of the filtering opening is less than the coarse aggregate size of the concrete. The region close to the outlet in the lower part of the waste pipe belongs to an aggregate accumulation area. The region away from the outlet in the lower part of the waste pipe belongs to a mortar area. A drainage pipe is communicated from the wall of the waste filtering basin in the mortar area to the outside of the basin. The system has the advantages of easy and convenient installation and reliable and safe performance. When in placing the excess water for washing the pipe, the concrete waste and the like are discharged to the specified site to filter and reuse. Besides the environment protection, the engineering cost is effectively reduced. The system is widely applied to the construction of various buildings.
Description
Technical field
The utility model relates to a kind of building construction technology, particularly a kind of concreting waste disposal and recovery technology.
Background technology
Traditional concreting is directly to be discharged to ground from working face washing the unnecessary water of pipe, concrete waste material etc.Such processing does not meet environmental requirement, has both had potential safety hazard, has polluted the environment in building site again.
The utility model content
The purpose of this utility model provides a kind of concreting waste disposal and recovery system, solves concreting waste material problem of environment pollution caused, and solves the problem of waste material, waste water recycling.
For achieving the above object, the utility model adopts following technical scheme: a kind of concreting waste disposal and recovery system, comprise waste material pipe and waste material filtering ponds, the upper end import of described waste material pipe is located at the zone of cast-in-place concrete, its lower end outlet is positioned at the waste material filtering ponds, described waste material filtering ponds are divided into two zones, two zones are separated by partition, cut off the bottom and have the filtration hole, the screen pack aperture of filtering the hole is less than the concrete coarse aggregate particle diameter, zone near the outlet of waste material pipe lower end is the aggregate accumulation area, and the zone that exports away from waste material pipe lower end is the mortar district, and the waste material filtering ponds pool wall in mortar district is communicated with blow-off pipe outside the pond.
Described partition can be baffle plate or partition wall.
Described blow-off pipe can be pvc pipe, glass reinforced plastic pipe or metal tube.
Described waste material pipe can be large diameter thin wall steel pipe or glass reinforced plastic pipe.
Described waste material pipe can be fixed by pipe collar and scaffold.
The lower end outlet of described waste material pipe can be angle or straight mouth.
The diameter of described waste material pipe can be 25～35cm, and thickness of pipe wall can be 2～3mm.
Compared with prior art the utlity model has following characteristics and beneficial effect: simple and practical, simple and convenient is installed, safe and reliable, cheap, can wash the unnecessary water of pipe, concrete waste material etc. when building and be discharged to the place of appointment, and carry out filtration treatment, realize recycling once more, eliminated the pollution of waste material and waste water, also effectively reduced engineering cost simultaneously external environment condition.The utility model has overcome the technical problem that the in line waste material of concreting destroys environment, waste material.By using concreting waste discharge material pipe, no matter wash the water or the concrete waste material of pipe, can carry out filtration treatment and recycling by this waste discharge material system, can be widely used in the various construction.
Description of drawings
The utility model is described in more detail below in conjunction with accompanying drawing.
Fig. 1 is the structural representation of concreting waste disposal and recovery system integral body.
Fig. 2 is the filtering ponds planes.
Reference numeral: 1-blow-off pipe, 2-mortar district, 3-filter hole, 4-aggregate accumulation area, 5-waste material pipe, 6-waste material filtering ponds, 7-partition.
The specific embodiment
Embodiment is referring to shown in Figure 1, a kind of concreting waste disposal and recovery system, comprise waste material pipe 5 and waste material filtering ponds 6, it is characterized in that: described waste material pipe 5 is vertically set up, its upper end import is located at the zone of cast-in-place concrete, its lower end outlet is positioned at waste material filtering ponds 6, described waste material filtering ponds 6 are divided into two zones, two zones separate by cutting off 7, cut off 7 bottoms and have filtration hole 3, the screen pack aperture of filtering hole 3 is less than the concrete coarse aggregate particle diameter, and the zone that exports near waste material pipe 5 lower ends is an aggregate accumulation area 4, zone away from the outlet of waste material pipe 5 lower ends is mortar district 2, and the waste material filtering ponds pool wall in mortar district 2 is communicated with blow-off pipe 1 outside the pond.
See also Fig. 2, described partition 7 is baffle plate or partition wall, blow-off pipe 1 is pvc pipe, glass reinforced plastic pipe or metal tube, waste material pipe 5 is large diameter thin wall steel pipe or glass reinforced plastic pipe, waste material pipe 5 can be fixed by pipe collar and scaffold, the lower end outlet of waste material pipe 5 can be angle or straight mouth, and the diameter of waste material pipe 5 can be about 27cm, and thickness of pipe wall can be 2～3mm.Every section steel pipe length is about 6m.According to different needs, can weld and cut steel pipe easily.Welding is necessarily carried out, and prevents seepage.
Waste material Guan Yi is arranged on segmentation and builds connecting portion, perhaps is arranged on the concreting zone than the center.So both make things convenient for this section concrete to build pumps water cleaning pumping line when finishing, made things convenient for the moistening pipe of pumps water when building next time again.The waste material pipe can be built regional variation according to floor and be changed the position, can conveniently arrive when accomplishing waste disposal as far as possible.Waste material Guan Yi is higher than about flooring 50cm.The waste material pipe need carry out some when floor is higher reinforces, to guarantee the stable and safety of waste material pipe.Reinforcing can be set up fixing with foot rest.
Waste material filtering ponds 6 can be brick mix structures, also can be xoncrete structure or other structure.The water and the concrete waste material that stay from the waste material pipe arrive filtering ponds aggregate accumulation area earlier.Aggregate has been stayed the aggregate accumulation area after sweeping away and, and water, mortar flow to the mortar district through filtering holes, and some have temporarily stayed the mortar district, and some arrive the back filled region by pipeline.At the aggregate of aggregate accumulation area, and the mortar of staying the mortar district can utilize once more, as being used for backfill and building temporary facility by laying bricks or stones.
Claims (7)
1. concreting waste disposal and recovery system, comprise waste material pipe (5) and waste material filtering ponds (6), it is characterized in that: the upper end import of described waste material pipe (5) is located at the zone of cast-in-place concrete, its lower end outlet is positioned at waste material filtering ponds (6), described waste material filtering ponds (6) are divided into two zones, two zones separate by cutting off (7), cut off (7) bottom and have filtration hole (3), the screen pack aperture of filtering hole (3) is less than the concrete coarse aggregate particle diameter, zone near the outlet of waste material pipe (5) lower end is aggregate accumulation area (4), zone away from the outlet of waste material pipe (5) lower end is mortar district (2), and the waste material filtering ponds pool wall of mortar district (2) is communicated with blow-off pipe (1) outside the pond.
2. concreting waste disposal according to claim 1 and recovery system is characterized in that: described partition (7) is baffle plate or partition wall.
3. concreting waste disposal according to claim 1 and recovery system is characterized in that: described blow-off pipe (1) is pvc pipe, glass reinforced plastic pipe or metal tube.
4. concreting waste disposal according to claim 1 and recovery system is characterized in that: described waste material pipe (5) is large diameter thin wall steel pipe or glass reinforced plastic pipe.
5. concreting waste disposal according to claim 1 and recovery system is characterized in that: described waste material pipe (5) is fixed by pipe collar and scaffold.
6. concreting waste disposal according to claim 1 and recovery system is characterized in that: the lower end outlet of described waste material pipe (5) is angle or straight mouth.
7. concreting waste disposal according to claim 1 and recovery system is characterized in that: the diameter of described waste material pipe (5) is 25～35cm, and thickness of pipe wall is 2～3mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201813158U CN201644490U (en) | 2010-05-06 | 2010-05-06 | Concrete placing waste treatment and recovery system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201813158U CN201644490U (en) | 2010-05-06 | 2010-05-06 | Concrete placing waste treatment and recovery system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201644490U true CN201644490U (en) | 2010-11-24 |
Family
ID=43109686
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201813158U Expired - Fee Related CN201644490U (en) | 2010-05-06 | 2010-05-06 | Concrete placing waste treatment and recovery system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201644490U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103894389A (en) * | 2012-12-31 | 2014-07-02 | 广西华欣建材有限公司 | Concrete pouring waste treatment and recovery system |
| CN104015260A (en) * | 2014-06-21 | 2014-09-03 | 安徽省神洲建材科技有限公司 | Pouring waste recovery structure of aerated concrete blocks |
| CN106193609A (en) * | 2016-08-31 | 2016-12-07 | 广西建工集团第五建筑工程有限责任公司 | High-rise concrete pump pipe tailing recycling and reusing system and method for recycling high-rise concrete pump pipe tailing |
-
2010
- 2010-05-06 CN CN2010201813158U patent/CN201644490U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103894389A (en) * | 2012-12-31 | 2014-07-02 | 广西华欣建材有限公司 | Concrete pouring waste treatment and recovery system |
| CN104015260A (en) * | 2014-06-21 | 2014-09-03 | 安徽省神洲建材科技有限公司 | Pouring waste recovery structure of aerated concrete blocks |
| CN104015260B (en) * | 2014-06-21 | 2016-08-24 | 安徽省神洲建材科技有限公司 | The casting waste materials recovery structure of air-entrained concrete building block |
| CN106193609A (en) * | 2016-08-31 | 2016-12-07 | 广西建工集团第五建筑工程有限责任公司 | High-rise concrete pump pipe tailing recycling and reusing system and method for recycling high-rise concrete pump pipe tailing |
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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: 20101124 Termination date: 20130506 |