CN103628832A - Centralized mud treatment system for underground diaphragm wall construction and treating method thereof - Google Patents
Centralized mud treatment system for underground diaphragm wall construction and treating method thereof Download PDFInfo
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- CN103628832A CN103628832A CN201310567287.1A CN201310567287A CN103628832A CN 103628832 A CN103628832 A CN 103628832A CN 201310567287 A CN201310567287 A CN 201310567287A CN 103628832 A CN103628832 A CN 103628832A
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Abstract
The invention discloses a centralized mud treatment system for underground diaphragm wall construction and further discloses a centralized mud treating method for underground diaphragm wall construction. Waste mud in a groove section is led into a reinforced concrete waste mud pool through a conduit, the waste mud in the reinforced concrete waste mud pool is led into mud treatment equipment through a conduit, a pre-screening device in the mud treatment equipment and a mud treatment machine are used for treating the waste mud, the treated waste mud enters a reinforced concrete good mud pool through a conduit, good mud is led into a steel structure good mud pool through a conduit, when a mud retaining wall is needed by the groove section, the reinforced concrete good mud pool is led into the groove section through a conduit, and accordingly a closed loop purification system for mud treatment is formed. According to the centralized mud treatment system for underground diaphragm wall construction and the treating method thereof, the mud for underground diaphragm wall construction can be treated rapidly, safely and efficiently, limitation of construction site space is removed, and convenience and practicability are achieved.
Description
Technical field
The present invention relates to a kind of centralized mud disposal system for construction of diaphragm wall, also relate to a kind of centralized mud conditioning method for construction of diaphragm wall.
Background technology
In the construction of diaphragm wall, need to make the processing of mud off and useless slurry.Yet, make the processing of mud off and useless slurry, need to spend a large amount of human and material resources and financial resources, cause serious environment pollution simultaneously, cause serious pressure to the civilized construction of job site.At present, although have equipment to construct both at home and abroad, but the installation of equipment itself, maintenance, use cost are high, the scope of application is more single, and efficiency of construction is low, potential safety hazard is large, is difficult to especially carry out construction at the construction field (site) under the very little condition in space, therefore, the problems referred to above have become problem demanding prompt solution in engineering reality.
Summary of the invention
Object of the present invention, is to provide a kind of centralized mud disposal system for construction of diaphragm wall, and this system has fast, safety, efficiently and be not subject to the feature in space, job site.
A kind of centralized mud conditioning method for construction of diaphragm wall is also provided.
The solution that the present invention solves its technical problem is: for the centralized mud disposal system of construction of diaphragm wall, it comprises mud conditioning equipment, the good stock tank of steel concrete, the useless stock tank of steel concrete and the good stock tank of a plurality of steel work, the useless stock tank of described steel concrete is communicated with groove section by pipeline, the input of described mud conditioning equipment is communicated with the useless stock tank of steel concrete, the output of mud conditioning equipment is communicated with the good stock tank of steel concrete, the good stock tank of described steel concrete is communicated with by the good stock tank of pipeline and at least one steel work, the good stock tank of at least one steel work is communicated with groove section by pipeline.
As the further improvement of technique scheme, between the good stock tank of adjacent steel work, pass through pipeline communication.
As the further improvement of technique scheme, the good stock tank of described steel concrete is communicated with the good stock tank of steel work in the middle of being positioned at by pipeline.
As the further improvement of technique scheme, the good stock tank of described steel work is parallel to be arranged.
Further improvement as technique scheme, between the useless stock tank of described mud conditioning equipment and steel concrete, control valve is installed, on pipeline between the good stock tank of described steel concrete and the good stock tank of steel work, control valve is installed, on the pipeline between the good stock tank of described steel work and groove section, control valve is installed.
Centralized mud conditioning method for construction of diaphragm wall, comprises the following steps,
1) waste mud in groove section is introduced to the useless stock tank of steel concrete;
2) waste mud in the useless stock tank of steel concrete is introduced in black whirlwind mud conditioning equipment and processed;
3) mud after processing enters the good stock tank of steel concrete by conduit;
4) by conduit, the good slurry in the good stock tank of steel concrete is introduced in the good stock tank of steel work and stored;
5) when groove section needs mud off, by conduit by the mud lead-ingroove section in the good stock tank of steel work;
6) repeating step 1) to step 5), until complete the processing of mud.
The invention has the beneficial effects as follows: the present invention introduces the waste mud in groove section in the useless stock tank of steel concrete by conduit, by conduit, waste mud in the useless stock tank of steel concrete is introduced in mud conditioning equipment, by the pre-cribellum in mud conditioning equipment and slurry treating machine, process waste mud, mud after processing enters in the good stock tank of steel concrete by conduit, by conduit, will get well slurry introduces in the good stock tank of steel work, when groove section needs mud off, by conduit by the good stock tank lead-ingroove of steel concrete section, form a closed cycle cleaning system to mud conditioning.The present invention can realize for construction of diaphragm wall mud fast, the processing of safety and efficiently, be not subject to the restriction in space, job site, convenient and practical.
Accompanying drawing explanation
In order to be illustrated more clearly in the technical scheme in the embodiment of the present invention, below the accompanying drawing of required use during embodiment is described is briefly described.Obviously, described accompanying drawing is a part of embodiment of the present invention, rather than whole embodiment, and those skilled in the art is not paying under the prerequisite of creative work, can also obtain other design schemes and accompanying drawing according to these accompanying drawings.
Fig. 1 is structural representation of the present invention.
The specific embodiment
Below with reference to embodiment and accompanying drawing, the technique effect of design of the present invention, concrete structure and generation is clearly and completely described, to understand fully object of the present invention, feature and effect.Obviously; described embodiment is a part of embodiment of the present invention, rather than whole embodiment, based on embodiments of the invention; other embodiment that those skilled in the art obtains under the prerequisite of not paying creative work, all belong to the scope of protection of the invention.In addition, all connection/annexations of mentioning in literary composition, not singly refer to that member directly joins, and refer to and can by adding or reducing, connect auxiliary according to concrete performance, form more excellent draw bail.
With reference to Fig. 1, centralized mud disposal system for construction of diaphragm wall, it comprises mud conditioning equipment 1, the good stock tank 2 of steel concrete, the useless stock tank 3 of steel concrete and the good stock tank 4 of a plurality of steel work, the useless stock tank 3 of described steel concrete is communicated with groove section by pipeline, the input of described mud conditioning equipment 1 is communicated with the useless stock tank 3 of steel concrete, the output of mud conditioning equipment 1 is communicated with the good stock tank 2 of steel concrete, the good stock tank of described steel concrete (2) is communicated with by the good stock tank 4 of pipeline and at least one steel work, preferably, the quantity of the good stock tank 4 of steel work is 5, the good stock tank 4 of at least one steel work is communicated with groove section by pipeline, preferably 5 good stock tanks 4 of steel work are communicated with groove section by pipeline.
Be further used as preferred embodiment, between the good stock tank 4 of adjacent steel work, pass through pipeline communication.
Be further used as preferred embodiment, the good stock tank 2 of described steel concrete is communicated with the good stock tank 4 of steel work in the middle of being positioned at by pipeline.
Be further used as preferred embodiment parallel layout of the good stock tank 4 of described steel work.
Be further used as preferred embodiment, between the useless stock tank 3 of described mud conditioning equipment 1 and steel concrete, control valve is installed, on pipeline between the good stock tank 2 of described steel concrete and the good stock tank 4 of steel work, control valve is installed, on pipeline between the good stock tank 4 of described steel work and groove section, control valve is installed, by control valve is installed, controls the open and-shut mode of each pipeline.
Conduit is introduced the useless stock tank 3 of steel concrete by the waste mud in groove section, by conduit, waste mud in the useless stock tank 3 of steel concrete is introduced to mud conditioning equipment 1, by the pre-cribellum in mud conditioning equipment 1 and slurry treating machine, process waste mud, mud after processing enters the good stock tank 2 of steel concrete by conduit, by conduit, will get well slurry introduces in the good stock tank 4 of steel work, when groove section needs mud off, by conduit by the mud lead-ingroove section in the good stock tank 4 of steel work, form a closed cycle cleaning system to mud conditioning, realize and be used for the quick of construction of diaphragm wall mud, the processing of safety and efficiently, be not subject to the restriction in space, job site, convenient and practical.
Centralized mud conditioning method for construction of diaphragm wall, comprises the following steps,
1) waste mud in groove section is introduced to the useless stock tank 3 of steel concrete;
2) waste mud in the useless stock tank 3 of steel concrete is introduced in black whirlwind mud conditioning equipment 1 and processed;
3) mud after processing enters the good stock tank 2 of steel concrete by conduit;
4) by conduit, the good slurry in the good stock tank 2 of steel concrete is introduced to storage in the good stock tank 4 of steel work;
5) when groove section needs mud off, by conduit by the mud lead-ingroove section in the good stock tank 4 of steel work;
6) repeating step 1) to step 5), until complete the processing of mud.
More than that preferred embodiments of the present invention is illustrated, but the invention is not limited to described embodiment, those of ordinary skill in the art also can make all equivalent modifications or replacement under the prerequisite without prejudice to spirit of the present invention, and the modification that these are equal to or replacement are all included in the application's claim limited range.
Claims (7)
1. for the centralized mud disposal system of construction of diaphragm wall, it is characterized in that: it comprises mud conditioning equipment (1), the good stock tank of steel concrete (2), steel concrete give up stock tank (3) and the good stock tank of a plurality of steel work (4), the described steel concrete stock tank (3) that gives up is communicated with groove section by pipeline, the input of described mud conditioning equipment (1) is communicated with the useless stock tank (3) of steel concrete, the output of mud conditioning equipment (1) is communicated with the good stock tank of steel concrete (2), the good stock tank of described steel concrete (2) is communicated with by the good stock tank of pipeline and at least one steel work (4), the good stock tank of at least one steel work (4) is communicated with groove section by pipeline.
2. the centralized mud disposal system for construction of diaphragm wall according to claim 1, is characterized in that: between the good stock tank of adjacent steel work (4), pass through pipeline communication.
3. the centralized mud disposal system for construction of diaphragm wall according to claim 2, is characterized in that: the good stock tank of described steel concrete (2) is communicated with the good stock tank of steel work (4) in the middle of being positioned at by pipeline.
4. the centralized mud disposal system for construction of diaphragm wall according to claim 1, is characterized in that: the good stock tank of described steel work (4) is parallel to be arranged.
5. the centralized mud disposal system for construction of diaphragm wall according to claim 1, it is characterized in that: between the useless stock tank (3) of described mud conditioning equipment (1) and steel concrete, control valve is installed, on pipeline between the good stock tank of the good stock tank of described steel concrete (2) and steel work (4), control valve is installed, on the pipeline between the good stock tank of described steel work (4) and groove section, control valve is installed.
6. the centralized mud disposal system for construction of diaphragm wall according to claim 1, is characterized in that: described mud conditioning equipment (1) comprises pre-cribellum and slurry treating machine.
7. for the centralized mud conditioning method of construction of diaphragm wall, it is characterized in that: comprise the following steps,
1) waste mud in groove section is introduced to the useless stock tank (3) of steel concrete;
2) waste mud in the useless stock tank (3) of steel concrete is introduced in black whirlwind mud conditioning equipment (1) and processed;
3) mud after processing enters the good stock tank of steel concrete (2) by conduit;
4) by conduit, the good slurry in the good stock tank of steel concrete (2) is introduced to storage in the good stock tank of steel work (4);
5) when groove section needs mud off, by conduit by the mud lead-ingroove section in the good stock tank of steel work (4);
6) repeating step 1) to step 5), until complete the processing of mud.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201310567287.1A CN103628832A (en) | 2013-11-14 | 2013-11-14 | Centralized mud treatment system for underground diaphragm wall construction and treating method thereof |
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| CN201310567287.1A CN103628832A (en) | 2013-11-14 | 2013-11-14 | Centralized mud treatment system for underground diaphragm wall construction and treating method thereof |
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| CN103628832A true CN103628832A (en) | 2014-03-12 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110965547A (en) * | 2019-12-20 | 2020-04-07 | 李丰禄 | Underground continuous wall slurry supply equipment with filtering mechanism |
| CN113565458A (en) * | 2021-07-22 | 2021-10-29 | 民航机场建设工程有限公司 | Pile foundation slurry circulation and zero discharge system and method |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110965547A (en) * | 2019-12-20 | 2020-04-07 | 李丰禄 | Underground continuous wall slurry supply equipment with filtering mechanism |
| CN113565458A (en) * | 2021-07-22 | 2021-10-29 | 民航机场建设工程有限公司 | Pile foundation slurry circulation and zero discharge system and method |
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Application publication date: 20140312 |