CN114370045A - Underground diaphragm wall depth-controllable slurry picker and construction process - Google Patents
Underground diaphragm wall depth-controllable slurry picker and construction process Download PDFInfo
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- CN114370045A CN114370045A CN202210040954.XA CN202210040954A CN114370045A CN 114370045 A CN114370045 A CN 114370045A CN 202210040954 A CN202210040954 A CN 202210040954A CN 114370045 A CN114370045 A CN 114370045A
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- 239000002002 slurry Substances 0.000 title claims abstract description 58
- 238000000034 method Methods 0.000 title claims abstract description 19
- 230000008569 process Effects 0.000 title claims abstract description 18
- 238000010276 construction Methods 0.000 title abstract description 10
- 230000000630 rising effect Effects 0.000 claims abstract description 3
- 238000005259 measurement Methods 0.000 claims description 3
- 238000012423 maintenance Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000003028 elevating effect Effects 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000005070 sampling Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
- E02D1/02—Investigation of foundation soil in situ before construction work
- E02D1/04—Sampling of soil
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
- E02D5/187—Bulkheads or similar walls made solely of concrete in situ the bulkheads or walls being made continuously, e.g. excavating and constructing bulkheads or walls in the same process, without joints
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Analytical Chemistry (AREA)
- Soil Sciences (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention provides a depth-controllable slurry picker for an underground continuous wall and a construction process, wherein the depth-controllable slurry picker for the underground continuous wall comprises a container; the limiting assembly is arranged at the opening of the container; the opening and closing assembly is at least partially arranged in the container and is contacted with the limiting assembly through rising to close the opening of the container; and disengaging the stop assembly by lowering to open the opening of the container; a pull assembly connected to the container. The structures are matched with each other, so that the container can be ensured to enter the mud layer at the preset position, and the mud in the preset mud layer can be smoothly picked up.
Description
Technical Field
The invention relates to the technical field of slurry pickup, in particular to a depth-controllable slurry pickup device for an underground diaphragm wall and a construction process.
Background
In the construction process of the underground continuous wall, in order to avoid the phenomena of groove wall hole collapse and the like, a slurry wall protection mode is usually adopted in the excavation process. The viscosity, sand content, specific gravity and the like of the slurry can influence the effect of the slurry retaining wall, which directly influences the engineering quality of the diaphragm wall. Therefore, the slurry in the trench section needs to be sampled, and relevant parameters (viscosity, sand content and specific gravity) of the slurry are tested, and the tested slurry parameters meet relevant national, industrial and local standard specifications, so that a slurry sampling device is urgently needed to sample in the construction process of the underground diaphragm wall. However, the diaphragm wall excavation process may traverse different geological layers. For different stratum conditions, sampling and testing are carried out on mud at different depths (stratum conditions). The current mud sampler of diaphragm wall in underground can only sample the mud of top layer and bottom, can not sample the mud of the different degree of depth.
Disclosure of Invention
The present invention is directed to solving at least one of the problems of the prior art.
To this end, a first aspect of the invention provides a controlled depth underground diaphragm wall mud pick-up.
The invention provides a construction process of a controllable depth mud picker for an underground diaphragm wall.
The invention provides a depth-controllable mud picker for an underground diaphragm wall, which comprises:
a container;
the limiting assembly is arranged at the opening of the container;
the opening and closing assembly is at least partially arranged in the container and is contacted with the limiting assembly through rising to close the opening of the container; and disengaging the stop assembly by lowering to open the opening of the container;
a pull assembly connected to the container.
The invention provides a controllable depth mud picker for an underground diaphragm wall. The container is used for sinking into the slurry, thereby completing the picking process of the slurry. The limiting assembly is used for limiting the size of the opening of the container and limiting the lifting position of the opening and closing assembly. When the opening and closing assembly is lifted to be completely contacted with the limiting assembly, the opening of the container can be closed. When the opening and closing assembly sinks, the opening of the container can be opened by separating from the limiting assembly, so that the container can be ensured to be in a closed state when entering slurry, and the container is in an open state after reaching a specified position and loses the slurry. The lifting assembly is used for ensuring that the container can be timely lifted out of the slurry after being sunk to a preset position and picking up the slurry. The structures are matched with each other, so that the container can be ensured to enter the mud layer at the preset position, and the mud in the preset mud layer can be smoothly picked up.
The underground continuous wall controllable depth mud picker according to the technical scheme of the invention can also have the following additional technical characteristics:
in the above technical solution, the pulling assembly includes:
a fixing rope, one end of which is arranged on the container;
the pull ring is connected with the other end of the fixed rope;
and the pull rope is connected with the pull ring.
In this technical scheme, carry and draw the subassembly including fixed rope, pull ring and stay cord. The fixing rope is used for connecting the container. The pull ring is used for guaranteeing that the other end of the fixed rope is converged at one point, so that the uniform tension of the fixed rope is guaranteed, and the container is prevented from shifting or shaking when being lifted. The pull rope is used for providing a pulling force, so that the container can be smoothly discharged from the slurry. Of course, the above structure is only one form of the lifting assembly, and the lifting assembly may also be a lifting rod or the like. Furthermore, the pulling assembly may be connected to a driving member, such as a motor or the like, thereby eliminating the manual operation.
In the above technical scheme, the pull rope is provided with scale marks.
In this technical scheme, the scale mark can guarantee that operating personnel real-time observation to the depth of sinking of container to realize more accurate mud layer and pick up.
In the above solution, the container forms at least a plurality of fixing points, to which one end of the fixing string is connected.
In the technical scheme, a plurality of fixing points are formed on the container and are used for fixing with one end of the pull rope. When the container is large in size, stability of the container during lifting can be guaranteed by arranging a plurality of fixing points, and shaking of the container is avoided.
In the above technical scheme, the opening and closing assembly includes:
the lifting plate is arranged in the container and forms a gap with the inner wall of the container;
and the pull rod is connected with the lifting part to drive the lifting part to ascend or descend.
In this technical scheme, the subassembly of opening and close includes lifter plate and pull rod. A gap is formed between the lifting plate and the inner wall of the container, so that the lifting plate can rise after the container is filled with slurry, and the slurry cannot overflow. The pull rod drives the lifting plate to ascend, so that the lifting plate can be in contact with the limiting assembly to close the opening of the container.
In the above technical solution, the lifting plate and the pull rod are detachably connected.
In this technical scheme, lifter plate and pull rod adopt detachable connected mode, for example the connected mode of bolt to guarantee the detachability between lifter plate and the pull rod, conveniently change or maintain.
In the above technical scheme, the spacing subassembly includes:
and the limiting block is formed in an opening of the container, wherein the lifting plate is contacted with the lower wall surface of the limiting block in the lifting process so as to bottom the container.
In this technical scheme, spacing subassembly includes the stopper. The limiting block is formed at the opening of the container, and when the lifting plate ascends, the limiting block can limit the maximum displacement of the lifting plate, so that the limiting block is contacted with the lifting plate to form a sealing structure of the opening of the container.
In the above technical solution, the method further comprises:
and the counterweight part is arranged at the bottom of the container.
In this embodiment, the vehicle further includes a weight. The counterweight part is used for increasing the weight of the container and ensuring that the container can sink into the slurry. Preferably, the weight is a plate-shaped structure made of steel, and thus has a heavy weight characteristic, thereby ensuring a sinking speed. In addition, the counterweight part can form a structure for reducing resistance, such as an arc structure or a conical structure, on the lower end surface, so that the resistance of slurry is reduced, and the sinking efficiency is ensured.
In the above technical solution, the weight portion and the container may be detachably connected or integrally formed.
In this technical scheme, counter weight portion and container can adopt the mode of dismantling the connection to convenient change and maintenance. When the mud resistance is high, the heavy weight can be replaced in order to increase sinking efficiency. When the resistance of the slurry is small, the light counterweight part can be replaced, so that the slurry can be conveniently lifted by an operator. In addition, the counterweight part can be provided with a magnet, and the counterweight parts are connected through the magnet, so that more convenient and faster connection is realized.
The invention also provides a construction process of the underground continuous wall depth-controllable slurry picker, which uses the underground continuous wall depth-controllable slurry picker according to the technical scheme and comprises the following steps:
the lifting plate is lifted to the position of the limiting block by a pull rod, so that the lifting plate is contacted with the limiting block and the opening of the container is sealed;
putting the container into the slurry, and sinking the container into the slurry by using the self weight of the container;
reading scales on the pull rope according to the actual measurement requirement on site;
after the container reaches a preset depth, the pull rod is loosened, the lifting plate sinks to the bottom of the container due to the self weight of the lifting plate, and slurry enters the container from the inlet of the container;
after the container is filled with the slurry, the lifting plate is pulled upwards through the pull rod, so that the opening of the container is closed;
taking the container out of the slurry through a pull rope;
and taking out the slurry in the container.
Additional aspects and advantages of the invention will be set forth in part in the description which follows, and in part will be obvious from the description, or may be learned by practice of the invention.
Drawings
The above and/or additional aspects and advantages of the present invention will become apparent and readily appreciated from the following description of the embodiments, taken in conjunction with the accompanying drawings of which:
FIG. 1 is a front view of a diaphragm wall controlled depth mud pick of the present invention.
Wherein, the corresponding relation between the reference numbers and the part names in fig. 1 is:
1. pulling a rope; 2. a pull ring; 3. fixing a rope; 4. a pull rod; 5. a limiting block; 6. a lifting plate; 7. a container; 8. a counterweight portion.
Detailed Description
In order that the above objects, features and advantages of the present invention can be more clearly understood, a more particular description of the invention will be rendered by reference to the appended drawings. It should be noted that the embodiments and features of the embodiments of the present application may be combined with each other without conflict.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, however, the present invention may be practiced otherwise than as specifically described herein, and thus the scope of the present invention is not limited by the specific embodiments disclosed below.
A controlled depth mud pick and construction process for a subterranean continuous wall according to some embodiments of the present invention will now be described with reference to fig. 1.
Some embodiments of the present application provide a subterranean continuous wall controlled depth mud pick.
As shown in fig. 1, a first embodiment of the present invention provides a controlled depth mud pick-up for a diaphragm wall, comprising a container 7; the limiting assembly is arranged at the opening of the container 7; the opening and closing assembly is at least partially arranged in the container 7 and is contacted with the limiting assembly through lifting to close the opening of the container 7; and by falling off the stop assembly to open the opening of the container 7; a lifting assembly connected to the container 7.
The invention provides a controllable depth mud picker for an underground diaphragm wall, which comprises a container 7, a limiting assembly, an opening and closing assembly and a lifting assembly. The container 7 is used for sinking into the slurry, thereby completing the slurry pick-up process. The limiting component is used for limiting the size of the opening of the container 7 and limiting the lifting position of the opening and closing component. When the opening and closing assembly is lifted to be completely contacted with the limiting assembly, the opening of the container 7 can be closed. When the opening and closing assembly sinks, the opening of the container 7 can be opened by separating from the limiting assembly, so that the container 7 can be ensured to be in a closed state when entering slurry, and the opening state is opened after the specified position is reached to lose the slurry. The lifting assembly is used for ensuring that the container 7 can be timely lifted out of the mud after being sunk to a preset position and picking up the mud. The structures are matched with each other, so that the container 7 can be ensured to enter the mud layer at the preset position, and the mud at the preset mud layer can be smoothly picked up.
In accordance with a second embodiment of the present invention, there is provided a controlled depth mud picker for a subterranean continuous wall, and in accordance with the first embodiment, the pulling assembly comprises: a fixing rope 3, one end of which is arranged on the container 7; the pull ring 2 is connected with the other end of the fixed rope 3; and the pull rope 1 is connected with the pull ring 2.
In this embodiment, the pulling assembly comprises a fixing rope 3, a pull ring 2 and a pulling rope 1. The fixing rope 3 is used for connecting the container 7. The pull ring 2 is used for ensuring that the other end of the fixed rope 3 is converged at one point, so that the uniform tension of the fixed rope 3 is ensured, and the container 7 is prevented from shifting or shaking when being lifted. The pull rope 1 is used to provide a pulling force to ensure that the container 7 can be smoothly removed from the slurry. Of course, the above structure is only one form of the lifting assembly, and the lifting assembly may also be a lifting rod or the like. Furthermore, the pulling assembly may be connected to a driving member, such as a motor or the like, thereby eliminating the manual operation.
According to a third embodiment of the invention, the controllable depth mud picker for the underground diaphragm wall is provided, and on the basis of any one of the above embodiments, the pull rope 1 is provided with scale marks.
In this embodiment, the scale marks can ensure that the operator can observe the sinking depth of the container 7 in real time, thereby realizing more accurate mud layer pickup.
A fourth embodiment of the invention provides a controlled depth mud pick-up for a diaphragm wall and in accordance with any of the above embodiments the container 7 defines at least a plurality of fixing points to which one end of the fixing line 3 is attached.
In this embodiment, the container 7 is formed with a plurality of fixing points for fixing with one end of the pulling rope 1. When the container 7 is large in size, stability of the container 7 during lifting can be ensured by arranging a plurality of fixing points, and shaking of the container is avoided.
A fifth embodiment of the present invention provides a depth-controllable slurry picker for an underground diaphragm wall, and based on any of the above embodiments, the opening and closing assembly comprises: the lifting plate 6 is arranged in the container 7 and forms a gap with the inner wall of the container 7; and a pull rod 4 connected to the lifting part to drive the lifting part to ascend or descend.
In this embodiment, the opening and closing assembly includes a lifting plate 6 and a drawbar 4. Since the gap is formed between the elevating plate 6 and the inner wall of the container 7, the elevating plate 6 is lifted up after the container 7 is filled with slurry, and the slurry does not overflow. The draw bar 4 drives the lifting plate 6 up so that the lifting plate 6 can come into contact with the stop assembly to close the opening of the container 7.
According to the sixth embodiment of the invention, the underground continuous wall controllable depth mud picker is provided, and on the basis of any one of the above embodiments, the lifting plate 6 and the pull rod 4 are detachably connected.
In this embodiment, the lifting plate 6 and the pull rod 4 are detachably connected, for example, by bolts, so as to ensure the detachability between the lifting plate 6 and the pull rod 4, thereby facilitating replacement or maintenance.
A seventh embodiment of the present invention provides a depth-controllable mud picker for an underground diaphragm wall, and based on any of the above embodiments, the limiting assembly comprises: and a limiting block 5 formed at an opening of the container 7, wherein the lifting plate 6 contacts with a lower wall surface of the limiting block 5 in the lifting process to bottom the container 7.
In this embodiment, the limiting component comprises a limiting block 5. The stopper 5 is formed at an opening of the container 7, and when the lifting plate 6 is lifted, the stopper 5 can restrict the maximum displacement of the lifting plate 6 to be contacted with the lifting plate 6, thereby forming a sealing structure of the opening of the container 7.
An eighth embodiment of the present invention provides a controllable depth mud picker for underground diaphragm walls, and on the basis of any of the above embodiments, the controllable depth mud picker further comprises: and a weight 8 provided at the bottom of the container 7.
In the present embodiment, a weight portion 8 is further included. The counterweight 8 serves to increase the weight of the container 7, ensuring that the container 7 can sink into the slurry. Preferably, the weight 8 has a plate-like structure of a steel material, and thus has a heavy weight characteristic, thereby securing a sinking speed. In addition, the weight portion 8 may be formed with a structure for reducing resistance, such as an arc structure or a tapered structure, at the lower end surface, thereby reducing resistance of slurry and ensuring sinking efficiency.
The ninth embodiment of the invention provides a controllable depth mud picker for underground continuous walls, and on the basis of any one of the above embodiments, the weight part 8 and the container 7 are detachably connected or integrally formed.
In this embodiment, the weight portion 8 and the container 7 may be detachably connected, so as to facilitate replacement and maintenance. When the mud resistance is large, the heavy weight 8 can be replaced in order to increase the sinking efficiency. When the resistance of the slurry is small, the weight portion 8 can be replaced by a lighter weight portion, so that the slurry can be conveniently lifted by an operator. In addition, counter weight portion 8 can set up magnet, connects through magnet between a plurality of counter weight portion 8, consequently realizes convenient and fast's connection more.
The tenth embodiment of the invention provides a construction process of the underground continuous wall controllable depth mud picker, which uses the underground continuous wall controllable depth mud picker according to the embodiment, and comprises the following steps:
the lifting plate is lifted to the position of the limiting block by a pull rod, so that the lifting plate is contacted with the limiting block and the opening of the container is sealed;
putting the container into the slurry, and sinking the container into the slurry by using the self weight of the container;
reading scales on the pull rope according to the actual measurement requirement on site;
after the container reaches a preset depth, the pull rod is loosened, the lifting plate sinks to the bottom of the container due to the self weight of the lifting plate, and slurry enters the container from the inlet of the container;
after the container is filled with the slurry, the lifting plate is pulled upwards through the pull rod, so that the opening of the container is closed;
taking the container out of the slurry through a pull rope;
and taking out the slurry in the container.
In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. A controllable depth mud pick-up for a diaphragm wall, comprising:
a container;
the limiting assembly is arranged at the opening of the container;
the opening and closing assembly is at least partially arranged in the container and is contacted with the limiting assembly through rising to close the opening of the container; and disengaging the stop assembly by lowering to open the opening of the container;
a pull assembly connected to the container.
2. The underground continuous wall controlled depth mud pick of claim 1, wherein the pulling assembly comprises:
a fixing rope, one end of which is arranged on the container;
the pull ring is connected with the other end of the fixed rope;
and the pull rope is connected with the pull ring.
3. The underground diaphragm wall controlled depth mud pick up of claim 2, wherein the pull string is provided with graduation marks.
4. The underground diaphragm wall controlled depth mud pick up of claim 3, wherein the container forms at least a plurality of anchor points, one end of the anchor line being connected to the anchor points.
5. The underground continuous wall controlled depth mud pick up of claim 4, wherein the opening and closing assembly comprises:
the lifting plate is arranged in the container and forms a gap with the inner wall of the container;
and the pull rod is connected with the lifting part to drive the lifting part to ascend or descend.
6. The underground continuous wall controlled depth mud pick up of claim 5, wherein the lifter plate and the tie rod are removably connected.
7. The underground diaphragm wall controlled depth mud pick up of claim 6, wherein the stop assembly comprises:
and the limiting block is formed in an opening of the container, wherein the lifting plate is contacted with the lower wall surface of the limiting block in the lifting process so as to bottom the container.
8. The underground continuous wall controlled depth mud pick up of any one of claims 1 to 7, further comprising:
and the counterweight part is arranged at the bottom of the container.
9. The underground continuous wall controlled depth mud pick up of claim 8, wherein the counterweight and the container are removably attached or integrally formed.
10. A process for constructing a controlled depth mud picker for underground diaphragm walls, which comprises the steps of:
the lifting plate is lifted to the position of the limiting block by a pull rod, so that the lifting plate is contacted with the limiting block and the opening of the container is sealed;
putting the container into the slurry, and sinking the container into the slurry by using the self weight of the container;
reading scales on the pull rope according to the actual measurement requirement on site;
after the container reaches a preset depth, the pull rod is loosened, the lifting plate sinks to the bottom of the container due to the self weight of the lifting plate, and slurry enters the container from the inlet of the container;
after the container is filled with the slurry, the lifting plate is pulled upwards through the pull rod, so that the opening of the container is closed;
taking the container out of the slurry through a pull rope;
and taking out the slurry in the container.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210040954.XA CN114370045A (en) | 2022-01-14 | 2022-01-14 | Underground diaphragm wall depth-controllable slurry picker and construction process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210040954.XA CN114370045A (en) | 2022-01-14 | 2022-01-14 | Underground diaphragm wall depth-controllable slurry picker and construction process |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN114370045A true CN114370045A (en) | 2022-04-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210040954.XA Pending CN114370045A (en) | 2022-01-14 | 2022-01-14 | Underground diaphragm wall depth-controllable slurry picker and construction process |
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| CN (1) | CN114370045A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB872821A (en) * | 1958-12-17 | 1961-07-12 | Ramsden & Son Ltd R | An improved sampling can |
| CN104612188A (en) * | 2015-02-02 | 2015-05-13 | 上海市建筑科学研究院 | Slurry extractor and extraction method thereof |
| CN207620018U (en) * | 2017-11-24 | 2018-07-17 | 中国建筑第八工程局有限公司 | Sizing device is taken for diaphram wall slot bottom |
| CN211057759U (en) * | 2019-10-14 | 2020-07-21 | 中铁科工集团装备工程有限公司 | Underground continuous wall variable depth mud picker |
-
2022
- 2022-01-14 CN CN202210040954.XA patent/CN114370045A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB872821A (en) * | 1958-12-17 | 1961-07-12 | Ramsden & Son Ltd R | An improved sampling can |
| CN104612188A (en) * | 2015-02-02 | 2015-05-13 | 上海市建筑科学研究院 | Slurry extractor and extraction method thereof |
| CN207620018U (en) * | 2017-11-24 | 2018-07-17 | 中国建筑第八工程局有限公司 | Sizing device is taken for diaphram wall slot bottom |
| CN211057759U (en) * | 2019-10-14 | 2020-07-21 | 中铁科工集团装备工程有限公司 | Underground continuous wall variable depth mud picker |
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